Loading...
2018-14010 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT DE WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LIDS. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRICTION THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED 'LIMITED GEOTECHNICAL INVESTIGATION, PROPOSED REITER SWIMMING POOL, 1301 BLUE HERON AVENUE ENCINITAS CALIFORNIA" PREPARED BY GEOTECHNICAL EXPLORATION INC, DATED JULY 09, 2018. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. PIE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR CIVIL ENGINEER SOILS ENGINEER GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING. ° "THE GRADING LNVDER PERMIT NO. 14010 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER k4D CERTIFIES SUCH GRADING 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY DE ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING DE WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPFS OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED. PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION DE DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHTS -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE DE THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED IT MIST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. IMPERVIOUS AREA AREA DISTURBED. $115 SF IMPERVIOUS AREA PRIOR TO CONSTRUCTION 0 SF IMPERVIOUS AREA AFTER CONSTRUCTION. a657 SF INCREASE IN IMPERVIOUS AREA: 2657 SF IMPERVIOUS AREA REPLACED: 0 SF EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT THOMAS REITER AT (949) 542 -4419 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH SUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPIIW NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STOW DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROLNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY ANDIOR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL./ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DIE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK' SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION' AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT DE WORK. A. SEWERS - LWD - (760) 753 -0155 B. GAS & ELECTRIC - SOGE - (760) -438 -6200 C. WATER - OLIVENMAIN MUNICIPAL WATER DISTRICT (760) 632 -4209 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS - (760 )-806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE. (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. FIRE NOTES: 1. ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR. INCLUDING THE PARKING OF VEHICLES IN ACCORDANCE WITH THE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT. 2. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MOUNTED AT THE FOLLOWING HEIGHT(S): 36 TO 42 INCHES ABOVE FINISHED GRADE TO THE TOP OF THE CONNECTION. A. IF AN FDC IS INSTALLED SEPARATE FROM THE BACKFLOW/DOUBLE DETECTOR CHECK, IT SHALL BE LOCATED A MINIMUM OF 5 FEET FROM THE BACKFLOW/DDC VALVE. B. WHEN AN FDC IS ATTACHED TO THE BACKFLOW/DDC, THE FDC MOUNTING HEIGHT SHALL STILL BE 36 TO 42 INCHES MAX ABOVE FINISHED GRADE. C. IF THE BACKFLOWIDDC IS INSTALLED WITHOUT AN VDG BOTH OS&Y VALVE HANDLES SHALL BE MOUNTED 36 TO 42 INCHES ABOVE FINISHED GRADE. D. BUSHES TREES AND SIMILAR FOLIAGE SHALL NOT BE LOCATED WITHIN A RADIUS OF 5 FEET OF THE FDC OR BACKFLOW /CDC VALVE ASSEWLY. GROUND COVER LANDSCAPE IS ACCEPTABLE. E. TOP OF STEM FOR BACKFLOW/DDC SHALL NOT EXCEED 48 INCHES IN HEIGHT. 3. PRIOR TO THE DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT.° A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY; B. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN 131-ACE TO PROVIDE A PERMANENT ALL - WEATHER SURFACE FOR EMERGENCY VEHICLES; AND C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVE AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. EARTHMORK DATA STORNNMATER POLLUTION CONTROL 8hP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTM ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WAS-IOUT LOCATION. %ON.97TWTLM .STTF ArrFS4 A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC 7TEX-AWA-77ROM GUTTERS AND STORM MAIN SHAH BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING VEHICLE REFUELING AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROBION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE GROU10 COVER VEGETATION AND BORDER FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING NET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUD THE CONSTRICTION SITE. CONTRACTOR SHALL PR07ECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. OO NOT REMOVE TREES OR SHRUBS UNNECESSARILY: THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PL RPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND 8IND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. STORED MATERIALS SHALL BE A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED GV -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT OWSITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STOW GRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CMTRdZ`1'ORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER (S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DLNMPSTER SHALL BE DISCHARGED INTO STORI WATER. BERMSIDIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL RETRAIN CLOSED AT ALL TIMES. DLWSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS WATER -BASED PAINTS VEHICLE FLUIDS BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER AND STORMURAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STOFNWATER POLLUTION CONTROL MEASURES AND FEGUIFEMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. OWNER THOMAS & ANNIE REITER 1301 BLUE HERON AVENUE ENCINITAS CA 92024 SITE ADDRESS 1301 BLUE HERON AVENUE ENCINITAS CA 92024 APNt 254- 630 -09 I�X�'�� /i�1T�1:�/'���Ni►�I SITE ALL OF LOT 1 OF CITY OF ENCINITAS TRACT NO. 98-094 IN THE CITY OF ENCINITAS COUVTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1377$ ` FILED IN THE OFFICE OF THE COLTVTY RECORDER OF SAN DIEGO COUNTY, EXITING THEREFROM THAT PORTION LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE.' BEGINNING AT THE SOUTHEASTERLY TER41MB OF THAT LIRE IN THE EASTERLY BOUNDARY OF SAID LOT 1 DESCRIBED AS SOUTH 45000' 00" kEST 43.37 FEET.' THENCE SOUTH 41411' 56" WEST 29.81 FEET' THENCE SOUTH 20'31' 52" WEST 36.42 FEET TO AN ANGLE POINT IN SAID BOUNDARY, AS DESCRIBED IN CERTIFICATE OF COMPLIANCE RECORDED JULY 31, 2000 AS FILE N0. 2000 - 0403138 OF O.R. VICINITY MAP NOT TO SCALE OWNER'S CERTIFICATE I (WEJ HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFENO, AND HOLD CITY AND CITY S OFFICERS, OFFICIALS, EMPLOYEES AND AGENTS HARMLESS FROM AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS LOSSES DAMAGES AND COSTS INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNERS AGENTS EMPLOYEES, CONTRACTORS SUBCONTRACTORS OFFICIALS, OFFICERS OR REPRESENTATIVES FOR ANY AND ALL NOW ORCONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNNATLRE: d ntAl"_e DATE- ANNIE REITER 1301 BLUE HERON AVENUE ENCINITAS CA 92024 / , 2 DATE: SIGNATURE: THOMAS REITER 1301 BLUE HERON AVENUE ENCINITAS CA 92024 SOILS ENGINEER'S CERTIFICATE I, JAIME CERi�ROS A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, NPR IN THE FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR LRVDER MY DIRECTION ON 5122118. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECONEENCATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. GEOTECHNICAL EXPLORATION, INC 7420 TRADE STREET SAN DIEGO, CA 92121 (858) 549 -7222 JOB R 18 -11895 STATEMENT OF ENGINEER OF WORK GE 002007 Exp. 09/30/19 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE ORPROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATIO BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PEIFORMED-BY�THE ENGINEER. SIGNATUE° I z Nl`_� ' BRIAN ARDOL PASCO LARET SUITER & ASSOCIATES 535 N. HIGHWAY 101 SUITE A SOLANA BEACK CA 92075 (858)259 -8212 RCE EXPIRES: 12 -31 -19 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 Ph 8858$.259.8$212 9 ffa 858R.259.4812 1 RplaaenSnneernnS.com DATE )' Z7,11 No. 71651 Exp. 12/31/19 I BMP PROJECT STATUS I STANDARD PROJECT FLEUCADIA WASTEWATER DISTRICT PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION OLIVENHAIN MUNICIPAL WATER DISTRICI ENCINITAS FIRE DEPARTMENT STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2.5:1 �mffic on 977m AMME MAXIMUM VERTICAL DEPTH OF CUT = 8.0 APP LWD DISTRICT ENGINEER MAXIMUM VERTICAL DEPTH OF FILL = 4.61 CUT = 380 C.Y. FILL = 130 C.Y. _ C33692 k-PA.10i (y I EXPORT = 250 C.Y. DEX S . WIL N. PE RCE DATE I . 3 . 1 ie� G - -� % 17 9 �1,Q lZ . Z[i. ( 14" 616* � I Y/e s U g REMEDIAL = 1.100 C.Y. DEXTER S. WILSON, INC 6/30/2020 SIN DATE SIGN DATE SIG DATE S N DATE SIGN DATE (4' REMOVAL AND RECOMPACTION UNDER AND 5' OUTSIDE IMPROVEMENTS) FIRM EXP DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1Hb DESCRIPTION. PT 1002 'WHITE" I INT. DATE PLANS PREPARED UNDER SUPERVISION OF REco DED: 30 APPROVED. GRADING PLAN FOR: LOCA TIONt 0.25 MI S OF GASCONY RO & PUBLIC WORKS' AMALFI OR INTERSECTION. 3" DISC BRIAN M. ARDOLINO DATE DATE. 22•�� 1301 BLUE HERON AVENUE IN CDNC h10hLlAEMT ON W SIDE DE RD PLANNING DES WENS WARD J. NAME R--- _- ENCINITAS CA 92024 1401 �-Ci RECORD FROM. ROS 18416 R.C.E. NO.: 71651 ELEVATION: 313.681 REVIEWER - APN:254- 630 -09 SHEET 1 OF 4 DATUM NAVD88 - BRIAN HA 8L ARDOLINO EXP : 12 -31 -19 DATE / LY / DATE ► L,S U ( 9 CITY ENGINEER DAT€ INSPECTOR Z PLSA 2922 12/10/2018 I w ti U Q 0 CO c� caccn� 0 warn 0 Q N azmLn OZQ� UL _I Ln apuon 1. THE MAINTENANCE OF PROPOSED BMPS WILL BE THE WSPOASIBILITY r THE OWNERS. / h t •O r/ / CONSTRUCTION EIMP THAT IS DETERMINED TO NEED TO REMAIN PERWENTLY OR FOR SPECIFIED • tI r i f ► / hr ti f OPERATIONS. H #1.• r Un a: � I +, %: �:\ la/ /. h t:ry _ /;1 /,1 rfr ,:rh /:1 ►a/. • ► rho• t ► / ► / r•r r;•rr� 1 h r• / � 1 rr � r /r /.• i. 7 i4 / C / 1. •1 .�. / • r• •/• r /•, 1 r f 1 r /r r• r '�• /•; 1 h r •f r r. / :f /a/ :a• r r r •/ / / .! / t/ la/ r •r LEUCADIA WASTEWATER DISTRICT GENERAL NDTES: 1. ALL WOW AND MATERIALS RELATED TO LND SEWER DESIGN MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE LWO SEWER STANDARD SPEC AVAILABLE ON THE LWO WEBSITE AT HTTP. //WWW.LWWD.ORG /DEVELOPERS /STAtCARO -SPECS AND TO TIE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WOWS CONSTRICTION (GFEENBOOK) AND THE REGIONAL STANDARD DRAWINGS MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE LWO SEWER STANDARDS GOVERN. 2. CONTRACTOR SHALL CCTV INTERNALLY INSPECT ALL GRAVITY SEWER FACILITIES CROSSED OVER OR UNDER BOTH BEFORE AND AFTER NEW IMPROVEMENTS ARE CONSTRUCTED. HIGH QUALITY DIGITAL CCTV VIDEO SHALL BE PROVIDED TO LWD FOR REVIEW AND RECORD PURPOSES PRIOR TO COMMENCING NEW WORK AND FOLLOWING COMPLETION OF NEW WORK. THE CCTV DOCUMENTATION WILL BE SUBMITTED TO THE DISTRICT 15 CALENDAR DAYS PRIOR TO COMMENCEMENT OF WORK THAT WILL CROSS A GRAVITY SEWER. 3. CONTRACTOR SHALL BE AWARE THAT LAD FACILITIES PROVIDE WASTEWATER CONVEYANCE- TREATMENT. AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE LWO DE THEIR CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR OPERATIONS MAINTENANCE OR EMERGENCY REPAIR AT ANY TINE. THE CONTRACTOR WILL ENSURE THAT ACCESS TO THE FACILITIES IS MAINTAINED AT ALL TIMES (DURING CONSTRUCTION AND AT TIE ENO OF EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD BE EXPECTED TO ASSIST WITH ACCESS WHILE WORKING AROUND LWO FACILITIES. 4. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LWO FACILTIES AND STRUCTURES DURING CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY TIME DAMAGE LWO OR PRIVATE SEWER LATERAL FACILITIES THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LWO, MINIMIZE AND CONTROL ANY SEWAGE SPILL AND REPAIR DAMAGED FACILITIES TO THE SATISFACTION OF THE LWD ENGINEER AT NO COST TO LWO INCLUDING INSPECTION AND ANY BYPASSING REQUIRED TO SEWER FACILITY OPERATIONS. DAMAGE CAUSED TO SEWER FACILITIES SHALL BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWD STANDARD SPECIFICATIONS AND DRAWINGS. SUBMIT FOR LWD APPROVAL PRIOR TO REPAIR. 5. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS; CONTAINING ANY SEWAGE SPILLS; RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK( ADJACENT TO LWD FACILITIES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL WHILE PERFORMING THE WORK. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN UP COSTS AND PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OF A SEWAGE SPILL CAUSED BY THE CONTRACTOR. 6. CONTRACTOR SHALL NOTIFY LWO A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACTIVITIES IN THE AREA DE WORK POTENTIALLY AFFECTING LWD SEWER FACILITIES. 7. CONTRACTOR SHALL NOTIFY LWO WITH 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDERCROSSING.S OVEACROSSINGS OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED. B. COORDINATION, SUBMITTALS AND NOTIFICATIONS SHALL BE MADE BY TELEPHONE AND EMAIL TO MIT. IAN RIFFEL AT 760 -753 -0155 / IRIFFEL @LWWO.ORG. EMERGENCY CONTACT CAN BE MADE AFTER HOURS TO LWD AT 760 - 753 -0155. MONUMENT NOTE • h •! � •a a a gar ! •ra• •h / r•1•• . ASSY ASSEMBLY BOP BOTTOM OF PIPE CB CATCH BASIN C &G CURB 6 GUTTER CL CENTER LINE EX EXISTING FH FIFE HYDRANT FL FLOWLINE HOA HOME OWNERS ASSOCIATION IE INVERT ELEVATION LT LEFT MAX MAXIMUM MH MANHOLE MIN MINIMUM OC ON CENTER PCC PORTLAND CEMENT CONCRETE PVT PRIVATE RIM RIM ELEVATION RT RIGHT ROW RIGHT -OF -WAY STA STATION SW SIDEWALK TC TOP OF CURB TOP TOP OF PIPE TYP TYPICAL OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES' 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH TIE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF TIE OLIVEl"IN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRICTION DE WATER MAINS AND FACILITIES INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY DE THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE-CONSTRUCTION MEETING WITH THE DISTRICTS INSPECTOR. 3. LtLESS OTHERWISE NOTED, CONFECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND OUNATION OF ANY SHUTDOWNS UE EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR) SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORD WITH CAL/OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT IF REQUIRED) SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HORS PRIOR TO THE BEGINNING OF WOW TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE LMERGROM SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MALE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBOIC RIGHT -OF -WAY. (DIG ALERT Rte: 800-227-2600) B. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION( I.E., LINE ODSSINGS LINE PARALLELM, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE' ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER TIE STANDARD ®a' 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE TOP OF PIPE PROFILE IS 46- ING•ES BELOW CENTERLINE OF FINISH GRACIE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE DE JOINT COUPLINGS WITH 4" MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT). NO BENDING (CURVING) DE PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICTS REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW-OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS AS APPROVED BY THE' DISTRICTS REPRESENTATIVE. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIRE LOT LINE. A 314 -INCH HIGH LETTER "W" 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT TIE DISTRICTS PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES C014CRCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACITLOW PREVENTION DEVICE ON CUSTOMERS SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR I* EDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. FT:1•s AFUTd:% 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OW STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APR F?MW4NCES. PRIVATE PUMP STATION DESIGN REQUIREMENTS (FOR REFERENCE ONLY IT IS REQUIRED BY LWD THAT THE PUMP STATION SHALL: 1. COMPLY WITH CALIFORNIA PLU WlAG CODE CHAPTER 7 SECTION 710.0 2. HAVE DUAL PUFIPS 3. HAVE A HIGH -LEVEL ALARM 4. HAVE A PUMP FAILURE ALARM 5. HAVE A SYSTEM WHEREBY THE ABOVE ALARMS ARE NOTICEABLE FROM THE RESIDENCE (AUDIO, VISUAL, SERVICE ETCJ IT IS NECOMrENDED BY LWD THAT THE PLW STATION HAS 1. A CHOPPER OR GRINDER PUPIP 2. A SERVICE CONTRACT 3. AN ALARM SERVICE CONTACT RESPONSE NOTE: IF PRIVATE PUMP STATION DOES NOT CYCLE SEVERAL TIMES PER DAY, ODORS MAY OCCUR AT DISCHARGE POINTS. THIS IS COMMON WHEN RETURNING FROM VACATION. S 0002635, 11.00' S 23'30W" W 11.14' BLUE HERON AVENUE , 1 I . F. 0 N 18 "0000" E 21.00' fr „ 1 fflr AFN 4 % q� :.1 99 KEY MAP SCALE: 11-40' EASEMENTS OF RECORD LIGHT, AIR & UNOBSTRUCTED VIEW EASEMENT PEP © REC DO 3%20010039396 i ND. 71651 Exp. 12/31/19 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, SuRana ]Reach, DA 92075 ph 553.259.3212 I ffz 353.250,4512 1 pleaen5ineerin5.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS uttli�rvtu UT: UHAWN UT: utitBm UT: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION• PT 1002 'MI17E " INT. DATE PL PREPA UNDER SUPERVISION OF 7JESO AIDED: APPROVED: GRADING PLAN FOR: LOCATION• 0.25 MI S Of GASCONY RD G PUBLIC S �' �„� 1301 BLUE HERON AVENUE 14 ®1 C) %f AMALFI OR 114TERSE•CTION. 3" DISC BRIAN M. AROOLINO DATE - DATE. I �I°\ lA/xM� IN COJC MONUENT ON W SIDE (1F RD PLANNING i ENS EDWARD J. MNER ENCINITAS CA 92024 RECORD FROM: ROS 18416 - R.C.E. NO.: 71651 ELEVATION: 313.681 REVIEWER BAIA CHAEL ARDOLINO 12 -31 -19 APN: 254 - 630 -09 DATUM' NAVt788 CITY ENGINEER DATE INSPECTOR EXP.: DATE W 1 DATE f 28 (� SHEET 2 OF 4 PLEA 2922 12/10/2018 LEGM DESCRIPTION APPROVED DATE S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS U=YOU t1T: I UHAWIV CT: 1 cntli.I CT: l PROPERTY BOUNDARY DRAWING NO. PROPOSED CONTOURS 264 DESCRIPTION: PT 1002 "WHITE" LOCATION: 025 MI S tE GASCONY RD & AMALFI DR INTERSECTION. 3" DISC IN CONC MaWENT ON W SIDE OF RD RECORD FROM ROS 18416 ELEVATION: 313.681 DATUM: NAVD88 EXISTING CONTOURS - -P(54 - — - INT. DATE CENTERLINE — GRADING PLAN FOR: 1301 BLUE HERON AVENUE ENCINITAS CA 92024 APN: 254- 630 °09 14010 -G EXISTING WATER MAIN - 1 EXISTING SEWER MAIN -- 5-- ° --------- 5- -- EXISTING GAS MAIN BRIAN M. ARDOLINO DATE EXISTING MANHOLE 0 DRAINAGE DIRECTION REVIEhER PROPOSED PCC PAVING PER ARCH 6 GEO RECOMMENDATIONS PROPOSED STORMDRAIN PIPE PER PLAN INSPECTOR PROPOSED AREA DRAIN o PLSA 2922 1/10/2019 BMP AREA JJ� I PROPOSED WALL PER OTHERS RETAINING WALL PER SORSD C -6 LIMIT OF GRADING PL j IAPPROX. LIFE OF ( _ RE-E ROOM IX ( PER OTHERS APN 1 I OS% MIN Ob% MIN 827' FF 20.0 POOL 4 PVC S _ ' J PER OTHERS - _ _. SECTION A A NOT TO SCALE PL DROUGHT TOLERANT 4712" PCC Vqq FEADWALL PLANTS OWJ 1-6- OVERFLOW RISER TG PER PLAN COBBLE RIP -RAP TW PER PLAN I FIRE NOTE: INSTALL 3' 13 -.r 6,114film""IsAw RRUIFIVIIIII TW@FG PER PLAN RET. WALL PER SORSD C-6 • E. PLAN 6 718 A I I IE PER PLAN RIP -RAP NO. 2 BACKING -J11 iI LOAM" SOIL MIX WITH NO MORE THAN 5% MULCM AND 20% TOPSOIL. FREE OF STONES THE EFFECTIVE 1UED BA_�l ON ALL B1O9E7E?VT1&N 7•ti TO BE DEPFE55ED AT LEAST 6" BELOW ADJACENT FINISHED SLRFACE. NOT TO BE MODIFIED NITH A PER41T FROM THE CITY OF EICINITAS. NOT TO SCALE I i ( BP A N A a .o MAIN OF-Flo � e� EN�E Bp RET. WAL1 PER CD E C-6 P MA TAINED BI TENTION, BASpt� A ,: NOT TO BE MOG FIEDW T F RNISSION} T -5 CITY 0 EI+1� I AS 1 J 61 11B�•�pL� IE 1.45 I A = -18 SF F 263 5 L T � rF""^ PU11P 271. OTHERS ,�- t ,r 1 No. 2 Sc12" 270. FM c 2 261.4 0 D t 268.} j I DEEPE 268 - \ TO IE BP INING 1 i2b' 14LL j j �. yam- tApIJy ✓ / � TWL�G r / I (BNl3FG �3) 0�- 267 9 \ ! t 265 ( l 13P To i m 1 - , IE 7 " FS 2762 ° (0) b", j t�� T� 267 �� TC .� IE 9\" -1 \ J `f G 277.1% I r} 1 , i 1 FS FS t .0 1'r %fps ? " �i1L G�JO f13D77FJ j / , j l a. TREE / A 1 - _� -��:�. ` BE FIEMIDVED ` {d' i =V �r a� — i� G268.0 % X - `! 111 LIINYT OF ` 1 \ -i � TO •�� \ MECT ROOF DRAINS GRAOIIVG 4 1 ` \� .,... , �s66. j 4 `•�� ` BIDAETENTIGNI BASIN \ fPYc, SD FS 248.0 C mW6 268.0 �\ IE , (TM&FG 273.4) i ; f �$• ` 1 \� l �6j 7 - FS 0 BWFG 268.0 _ ✓ ' j f f j RETAINING WALL j PER C V Ir r 1 10 0 /° n �b• ' \ 7.9 \ / `.� (Tw@FG 271.0) r ` .,mac ,J HAWKWEWPT� CONNECT ROOF i`RAINS_ /f f I� ' T9- BIORETEN IOW BASIN PVT. MA III 8 �TENT�N BA�1 B — P TO BE W01F I. WITFXJtiT PERMISSION \ ~ POOL TG 267.9 °�--:� % °� Fi�M TtE CITY OF ENCINITAS j `� \ — - - AREA- 160 SF OF 26,4.5 ! L 266.0 / 1BmF6 268.0 FS1W 266.0 n i f B, 265.7 ° m _ '.'PDOTIMi 55 RETALL A Al _TO 2672 ai i; J Ii4265 7 �' IE 265.1 T6 265.5 (Bh�FC 262.71 IE 2 r i 264 FS 268.0 FS 268.0 1 — 263 -- FN- -MA— -FS` NO. 2�94pf1N 770 G 1W 265 7 .� � ""'�.' �-N B<i'�pp• E 0 ,_.65118' -PCC` °r FUEL MODIFICATION ZONES: THE APPLICANT SHALL PROVIDE AND � MAINTAIN FIRE/FUEL BREAKS TO THE SATISFACTION OF THE - ENCINITAS FIRE DEPARTMENT. FIRE /FUEL BREAKS SIZE (MINIMUM 100 FEET FROM STRUCTURE) AND COMPOSITION SHALL BE o DETERMINED BY THE FIRE DEPARTMENT AND SHOWN ON THE _ IMPROVEMENT /GRADING PLANS, FINAL MAP AND BUILDING PLANS -- _ .._GRADING PLAN W*uTjr: 1ff1fh GRAPHIC SCALE 1 " =10' 0 10 20 20 No. 71651 Exp. 12/31/19 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste rte, Solana leach, CA 92C75 ph 858.2 59.8212 ! ffs 958.259.4812 1 pRsaengineering.com a CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS U=YOU t1T: I UHAWIV CT: 1 cntli.I CT: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: PT 1002 "WHITE" LOCATION: 025 MI S tE GASCONY RD & AMALFI DR INTERSECTION. 3" DISC IN CONC MaWENT ON W SIDE OF RD RECORD FROM ROS 18416 ELEVATION: 313.681 DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: ZZ' I R.C.E. No.: 71651 BRIAN MI RDOLINO 12 -31 -19 EXP.: REC NDED: APPROV . - r � � _ES OWENS EDWARD J. MMER I / zoI 9 �! DATE _Vt'V 7 DA E GRADING PLAN FOR: 1301 BLUE HERON AVENUE ENCINITAS CA 92024 APN: 254- 630 °09 14010 -G PUBLIC WOWS BRIAN M. ARDOLINO DATE PLANNDJG REVIEhER - CITY ENGINEER DATE INSPECTOR SHEET 3 OF 4 PLSA 2922 1/10/2019 ADJACENT PROPERTY DISTURBANCE NOTE i'LL THE' WOW PROPOSED ON THIS PLAN IS ENTIRELY WITHIN 77-E APPLICANTS PROPERTY. IF ANY DISTUREIANCE TO ADJACENT /• ERTIES IS ANTICIPATED AS A RESLLT OF ANY PROPOSED NOW, A WRITTEN LETTER OF FER41SSION FROM TIE ADJACENT PROPERTY OWNER *ST BE OBTAL\ED AND SL13MITTED TO THE CITY PRIOR TO START OF ANY S" WORK. ANY OISTLA9AACE ON 77-E ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING BE ISSUED f• PROJECT I REQUIRED r OBTAINED. AWITIONAL 1. EROSION 1N a BOYCED FIBER KATRD( COVER JUTE MATING) BE t r f 7 r EROSION ON SEDIMENT r • r !: POLLS IN PLACE TO PREVENT ERODED SOIL FROM F AWT ALSO BE FOLLOWED TO ENSLRE NO CONTACT OF R41WATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER 6XIALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OF? STUCCO WASHOUT AREAS COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS PLACEMENT OF PORTABLE TOILETS OVER / MEANS r' f u r r r IMPERVIOUS SUCH AS ROOF. ROOF DRAIN DRIVEWAY, y STIEET. PARCELS 3. ALL r ARCH17TECTURAL DESIGN GUIDELINES f• FUTLFE r LE-FAMILY RESIDENTIAL DEVELOPMENT. GUIDELINES HALL (505 S. VULCAN AVE, ENCINITAS CA 92024) AND • APPROVED • AS PER PC RES. 2005-27. THE PROPOSED AREAS DEDICATED FOR BIORE7ENTION BASINS SHALL BE USED AS DESILTING BASIS DURD6 CONSIRLCTION. CONTRACTOR TO MODIFIY CONSRUCTION ENTRANCE IN THE FIELD AS NECESSARY. CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE v Y • ® • W v , . • a > • • v N . • . B cc 4 � a • � •4 44 A 19' RADIUS A MIN. 20' MIN 314" MIN COARSE AGGREGATE FILTER FABRIC L 1.1 ' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECITON A -A DETAIL A: CONSTRUCTION ENTRANCE NOT TO SCALE WIDTH AS REQUIRED TO ACCOMODATE ANTICIPATED TRAFFIC ORIGINAL GRADE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. RUNOFF F_ s 0 �Uw BP I y � t 1 i l 4 i 1 F DI INSTALL SILT FENCE AL 4 PERIMETER OF, GRAD 1 �" ° •`. : , `. PER DETAIL THS SHEE1 ; \ i 1 f DR ;n rn 1 w T Im BAGS e, \ Alt THIS / I \ ee r.. STABILIZED 2wTION EMRANL� PER DEFAIL�hiIS SKEET BP MAP 20. floes ` •i` 1 �� +N6e 4 j8\ J _ ' <; -.. \ I \ ` d tai°:✓ -T �r-, - l l 1 J y / 1 4 _ 107 g0 1 VOL BAGS AAOLM INLETS PER X '\ ~ \ .. DETAIL THIS S EEi-TfYP) HAW VIEW tj�� a / R �° — TWO LAYERS OF GRAVEL BAGS f X WITH ENDS OVERLAPPED GAP BETWEEN BAGS ACTS AS SPILLWAY DETAIL B: GRAVEL BAGS NOT TO SCALE 4 IN (10 CM) 3. BACKFILL AND COMPACT THE EXCAVATED SOIL. � a 265 - \ a J —263— - - -- -- - O EROSION CONTROL - SCALE'1 " =10' 31 -t; °e x r f / , — INSTALL-- SILT�FENCE-ALOW PERB4ETER_ OF GRADING PER DETAIL THIS STET f No. 71651 Exp. 12/31/19 •you. � 'III I`) FILTER FABRIC LEGEND III, �� = WIRE HATCHED CONSTRUCTION AREA REPRESENTS PASCO LARET SllITER CONSTRUCTION ENTRANCE PER DETAIL A �'�.E```� "��:�' = GRAPHIC SCALE 1 " =10' GRAVEL BAGS PER DETAIL B 000000000 �t ASSOCIATES CIVIL ENGINEERING +LAND PLANNING + LAND SURVEYING SILT FENCE PER DETAIL C X X° 535 Rdorth I i8hwray 1 ®Il, Ste A, SaIlana Eeae$a, DETAIL C: SILT FENCE 0 10 20 30 NOT TO SCALE h 858.259.8212 ffx 858,259.4E812 ( plaaerl&eerin8.eoaxa CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION• PT 1002 V11TE" INT. ( DATE PLANS PREPARED UNDER SUPERVISION OF REC ENDED: APP ED: GRADING PLAN FOR: LocarioN o Mr s OF GASCavr RD s PUBLIC S 1301 BLUE HERON AVENUE 1 ®10 G AMALFI DR INTERSECTION. 3" DISC BRIAN M. ARDOLINO DATE DATE' j LZ I� +�V_ - -- IN CQNC FICMAAENT ON W Slims of RD ptappi; JE E OW DWARD J IMMER ENCINITAS CA 92024 RECORD FROM: ROS 18416 (5): R.C.E. NO.: 71661 ELEVATION.' 313.681 REV1EhER BRIAN MI ARDOLINO 12 -31 -19 APN: 254- 630 -09 DATLML' NAVD88 CITY ENGINEER DATE INSPECTOR EXP.: DATE I lJi / DATE l Z8 �/% SHEET 4 OF .I PLSA 2922 12/10/2018 H