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2018-13885 G (Plans)o� C-4 ° N RIGH1 OF WAY NO][E OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. u3unLhQm ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GEMERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION AND SLOPE STABILITY ANALYSIS" BY CONSTRUCTION TESTING AND ENGINEERING DATED 1- 15 -18, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE 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. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) 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 UNDER PERMIT NO. 11797 -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 WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES 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 CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15, CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND 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 50 AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS, APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT NTH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED 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 OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL, EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RICK CREMIN AT (760) 635 -1405, STORIAWATER PMWTION CONTROL M�3 P NOTES RELAIRE IQ CMSTRUCTI At;;INTlf S CONCRETE WASHOUT 24 HOURS A DAY. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALT. BE MADE AVAILABLE AT ALL TIMES PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15), ALL NECESSARY MATERIALS SHALL BE A SIGN DESIGNATING THE WASHOUT LOCATION. STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRUCTON SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL ENGINEERING INSPECTOR, PANELS /PLATES. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE CONSTRUCTION VEHICLES SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. 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 EROSION CONTROL. CIRCUMSTANCES WHICH MAY ARISE. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO COVER VEGETATION, AND BONDED FIBER MATRIX. PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING THEY HELP DECREASE EROSION. DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL a m Tffi. P.O LU-11ON CONIROL POST CONSTRUCTION MP GRASSES TO SHIELD AND BIND THE SOIL. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT ON -SITE CONSTRUCTION MATERIAL STORAGE BE MODIFIED WITHOUT A PERMIT FROM THE CITY. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. TURF/LANDSCAPED AREAS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. 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. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS TO AN ADEQUATE IMP /BMP. ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. WITHOUT A PERMIT FROM THE CITY. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 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. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN NTH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL, 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 MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS. MUST BE TAKEN TO AN ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE, FOR INFORMATION ON DISPOSAL OF HAZARDOUS CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO 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 ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. 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. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. NOTlEIC61IONS PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR SURFACES, KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMbRAIN. CONTRACTOR MUST UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. A. SEWERS - CSD -- (76D)- 633 -2770 EARIBWMCDATA B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1.5 H 1.0 V C. WATER - OLIVENHAIN WATER DISTRICT -1- 760 -753 -6466 MAXIMUM VERTICAL DEPTH OF CUT = 5.9 D. TELEPHONE - SBC BELL - (760) - 489 -3411 MAXIMUM VERTICAL DEPTH OF FILL = 3.3 E. CABLE TV - COX COMMUNI CATIONS -- (760) -806 -9809 X -2233 F LuCADtA WAMWgM2 CUT= 1 1 ` �_ C.Y. FILL = 83 C.Y. .A`ti`, ?';;,, 2. CONTRACTOR SHALL NO THE CITY ENGINEER'S OFFICE 4$ HOURS PRIOR TO BEGINNING ANY ::: :.. EXPORT = 8 C. Y. ;`:'' WORK ON THIS PROJECT. PHONE: (760) - 633 -2770. REMEDIAL = 923 C.Y. y "',, AREA OF WORK .•s \ 3, THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: l DISTURBED AREA = S.F. (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. ; >„, ;;:.; " ova HIGH COUNTRY VILLAS MANAGEMENT CORPORATION ENCINITAS BLVD 2146 ENCINITAS BLVD, SUITE 102 ENCINITAS, CA 92024 (760) 635 -1405 1956 SPRINGDALE LANE ENCINITAS, CA 92024 APN: 259- 222 -47 FE O LE9AL_OESCRIH2L SITE LOT 12 OF MAP 7864, RECORDED IN THE OFFICE OF THE SAN o 5 TD z DIEGO COUNTY RECORDER, FEBRUARY 6, 1974 A INS UMENT 74 -031 674. a U tt 0!w m. z_ -11nt, Tj7 `ate I (WE) 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, DEFEND, 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 MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNEC.T� DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: /i�/ �__.. DATE: 1-l7' /d? ni VICINITY MAP NTS // RICK CREMIN PILOT PROPERTY MANAGEMENT, INC. FOR HIGH COUNTRY VILLAS MANAGEMENT CORPORATION 2146 ENCINITAS BLVD, SUITE 102 ENCINITAS, CA 92024 (760) 635 -1405 WILS ENGINEER'S CERTIFICATE I, DAN MATH A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS 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 UNDER MY DIRECTION ON 11/16/2017 __ AND FOR AN UPDATE ON / -tS'- /Z ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, 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. SIGNEN - C.: RCE NO.: G � Z�crG S K QRpFESS /0� ,�: ...... :,;s;:..F r , l EXP. DATE: ",:. J d z o No.2665 z JOB #: 10- 13977G ,,, ;:,, EXP. 12/31/20 CONSTRUCTION TESTING ENGINEERING, INC. ` scFOr \�P�P 1441 MONTTEL RD, SUITE 115 T ECHN FOF p ESCONDIDO, CA 92026 qT CALIF (760) 746 -4955 STATEMENT OF ENGINEER O W N THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENIIMEER ALL MPLY TH GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSI(I THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE NTH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE °-TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER`' OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DATE: IZ_ -•it �I DANIEL MATH CONSTRUCTION TESTING & ENGINEERING, INC. 1441 MONTIEL RD, SUITE 115 ESCONDIDO, CA 92026 (760) 746 -4955 RCE EXPIRES 12/31/j6ZO �pp� 4 it.:i::.x:• - LEUCADIA WASTEWATER DISTRICT SHEET NO. 1: TITLE SHEET IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQfT s' •:: IMPERVIOUS AREA AFTER CONSTRUCTION: 0 SQFT SHEET NO. 2: GRADING ,,..... -; PUBLIC SEWER SYSTEM APPROVAL SHEET NO. 3: EROSION CONTROL = INCREASE IN IMPERVIOUS AREA: 0 SQFT SHEET NO. 4: LANDSCAPE PLANS APPROVED B'Y': LWD DISTRICT ENGINEER IMPERVIOUS AREA REPLACED: 0 SQFT :::.,;1 „,:J•< , { FINAL BUILD OUT: 0 SQFT a _ ......- . ' � '•:.' 033692 �,.. � :: '', : m, , .« -ter -o - - "" -' " ��I +'ryi-`�" ' DEXTER S. WILSON, PE RCE DATE ..... , .Ii�t s §r. r., \ ,ti,,�, THE PROJECT SHALL COMPLY WITH THE 2016 CALIFORNIA RESIDENTIAL CODE, WHICH ADOPTS THE -- -. - DEXTER WILSON ENGINEERING, INC. 2015 IRC, 2015 UMC, 2015 UPC AND THE 2014 NEC. SECTION R106.1. " FIRM - Construction Testing & Engineering, Inc. ag' if Jr' }< Inspoctlon I Testing I Geotechnica€ I Environmental & Construction Engineering 1 Civil Engineering I Surveying .ec. 1441 Moniiel Road, Suite 995, Escondido, GA 92026 Phone, (760) 746 - 4955 Fax: (760) 746 - 9806 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVALS 1 AS -BUILT S2N 7 -6 -20 DI SCRIPTION= ENC -29 FD WELL MONUMENT IN AC - - _ LOCATION: SE END OF L TURN POCKET N BOUND X23 20 -� - ENCINITAS BLVD TO WILLOW SPRINGS DR GTE, INC.f DATE PUBLIC WORP -- RECORD FROM: ROS 18416 PLANNING ...._ Ste�vew Na-wak� 7-6-20 .__....... ELEVATION- 218.103 REVIEWER --DATUM: NAVDS& CITY ENGINEER DATE - INSPECTOR PUBLIC WORKS PLANNING DIVISION 6/30 /2010 EXP DATE I � ca Na.61013 x � Lj E(P.12/31/20 x zl�CfV11. �\�'.� OFCAIoep/ BMP PROJECT STATUS 6*1r- 1a1OMAN W, OLIVEIVHAIN MUNICIPAL WATER DIST. ENCINITAS FIRE DEPARTMENT SIG l � • � iDATE SIG D E SIGN ( 2 ZDATE SIG DATE sIYG` N7�'�'- ���•� "'`, I Y� ►� � DATE ENGINEERING DIVISION APPROVALS REC MENDI= APPROVE JE\ E OW s D ARD J. MER DATE ......l- - CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT 1956 SPRINGDALE LANE HIGH COUNTRY" VILLAS MANAGEMENT CORPORATION 259- 222 -47 PLANNING CASE NO: N/A 230 220 m 200 RIGHT OF WAY MAINTAIN HISTORICAL DRAINAGE PATTERNS CAUTION! I EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES, 14 Construction Testing & Engineering, Inc. is A:r tns eclion I Testing GeoEechnicaE I Environmental & Construction Engineering Civil Enginooring I Surveying 1441 Montiel Road, Suite 115, Escondido, CA 92026 Phone: (760) 746 - 4955 Fax (760) 746 - 9806 CHANGE NO. DESCRIPTION _ 1 AS -BUILT 0 APPROVED DATE RIPRAP PER SDRSD D -40 NO. 2 BACKING T 1 6' J ' LEGEN D RIGHT OF WAY CENTER LINE 6" HDPE DAYLIGHT LINE SUBDRAM HEADWALL FLOW CA SD 10 0 10 20 GRAPHIC SCALE SCALE. I"= 10' FINISHED 4' BERM GRADE \sue s�o J EARTH BERM 0 Tap OF FILL NTS 6" HDPE v -3250 CONCRETE N� POO cis 2+00 1x-00 5 a No.61013 -1: � c„ � 0 �' SU DDRAIN HEADWALL PVT FACE E OF a a EXP.12/3 #/20 � � ���, PROFILE: A---A NTS 0 � SUHDRAIN HEADWALL (PVT H®R.a 1 '*=104 sT4 Crvl%- `Q �- 0 IFQ�� NTS VERT. : 1 " 10 � cm ,_W ARK AS -BUILT APPROVALS - DESIGNED BY: BRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS � DTM � CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO, SCRIPTION:ENC -29 FD WELL MONUMENT IN AC INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED' CATION: SE END OF L TURN POCKET N BOUND _ � 6123120 CTE INC- - -- —DATE PUBLIC WORKS NA - -- -- DATE: E� Q -�q 1956 SPRINGDAL_E LANE 7� ENCINM: BLVD TO 1 WILLOW SPRINGS DR PLANNING NA - -- � HIGH COUNTRY VILLAS MANAGEMENT CORPORATION 8 5- 1 CORD FROM: ROS 18416 R.C.E. No.: 61013 .IES OWE S EDWARD J. I ER StevevL/ Nowak/ 7 -6 -20 EVATION 215.103 CITY ENGINEER DATE REVIEWER JQO �v124 7 _ i ( x 259- 222 -47 5 TUM-. NAVD88 INSPECTOR JC (p 24 DANIEL T. MATH EXP.: 12 -31 -20 DATE 6 A Y I PLANNING CASE NO: NIA SHEET AS -BUILT HYDEQ5EED KIES: 1. PRIOR TO THE ACCEPTANCE OF THE HYDROSEEDED AREAS BY THE COUNTY RESIDENT ENGINEER, A CERTIFICATION REPORT MUST BE SUBMITTED BY A REGISTERED LANDSCAPE ARCHITECT, STATING THAT THE HYDROSEEDING WAS DONE ACCORDING TO THE PROJECT SPECIFICATIONS AND THAT THE GROWTH IS ADEQUATELY ESTABLISHED TO PREVENT EROSION. 2. IT IS THE INTENT THAT THE HYDROSEED MIX BE APPLIED NO SOONER THAN JUST BEFORE THE FIRST RAIN IN OCTOBER AND NO LATER THAN JUST AFTER THE SECOND RAIN AFTER THE FIRST RAIN IN OCTOBER. 3. ALL DISTURBED SLOPES TO BE HYDROSEEDED UNLESS OTHERWISE NOTED. NOTE: VEGETATION STABILIZATION (PLANTING OR HYDROSEEDING) MAY BE INSTALLED BETWEEN MAY 1ST AND AUGUST 15TH. SLOPE IRRIGATION MUST BE IN PLACE AND TO BE OPERABLE FOR SLOPES >9'. VEGETATION MUST BE WATERED AND ESTABLISHED PRIOR TO OCTOBER 1ST. THE OWNER SHALL SUPPLEMENT VEGETATION WITH BARK OR MULCH BY OCTOBER 1ST IF VEGETATION ESTABLISHMENT DOES NOT OCCUR BY THAT DATE. EROSION CONTROL MEASURES MUST ALSO BE USED WHILE LANDSCAPING IS BEING ESTABLISHED. ESTABLISHED VEGETATION SHALL HAVE A SUBSURFACE MAT OF INTERTWINED MATURE ROOTS WITH A UNIFORM VEGETATION COVERAGE OF 70% OF THE NATURAL VEGETATIVE COVERAGE OR MORE ON ALL DISTURBED AREAS. ALL SLOPES OVER THREE FEET MUST HAVE ESTABLISHED VEGETATIVE COVER PRIOR TO FINAL PERMIT APPROVAL EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE. MESH SUPPORT STEEL OR WOOD POST ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST. - f .. FLOW • 4 10' (3m) MAXIMUM SPACING WITH WIRE T /• / /� // (1. m)P MOAXIMUMC 6' SPACING.. WITHOUT WIRE SUPPORT FENCE EEL OR WOOD POST ° (1m) HIGH MAX._ . . HEIGHT PONDING HEIGHT FLOW 3/4" (20mm) IN. DRAIN ROCK n (225rrIm ) I 9 MAX. ) 8 STORAGE HT. (200mm 12 MIN. \\ \ \� \�� \j� 34QmmIN. (300mm) /\ / f ( ) x8" (100 X 150mm) TRENCH WITH COMPACTED BACKFILL TRENCH DETAIL INSTALLATION NO SCALE WITHOUT 'TRENCHING NO: SCALE NOTES: SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR FENCE A ST T AFTER EACH STORM EVEN AND REMOVE SEDIMENT WHEN NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. SILT FENCE NOT TO SCALE CHANGE NO] DESCRIPTION A I AS —BUILT 0 N M � CN n APPROVED DATE 32N 7-6-20- -6 -20 RUNOFF EROSION CONTROL BAG WEIR SPACED AS NEEDED SPILL WA Y BOTTOM ROW OF BAGS TO BE SET 4" MIN. INTO FINISH GRADE GRAVEL FILLED SANDBAGS DETAIL GRAVEL BAG STACKED TIGHTLY PLACEMENT NO SCALE P LA - VIEW NO SCALE GRAVEL SANDBAGS PER CAS A . SC -6 ., • ,' �f s�i��iiri�• DITCH TO CARRY �• -,• `' DEVICE NO WATER SUPPLY & HOSE CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6° CORRUGATED STEEL PANELS -. - - - - -_ - - - - _ - _ - /ORIGINAL GRADE PER CASQA SECTION A —A NO SCALE TER FABRIC l CONSTRUCTION � ENTRANCE PER CASQA TC —Y aMP LEGO-D (DURING CONSTRI.IfiTI(?Ni DESCRIPTION SYMBOL STABILIZED CONSTRUCTION ENTRANCE PER CASQA TC -1 o GRAVEL BAG BARRIER PER CASQA SE -6 t� SILT FENCE PER CASQA SE -1 FIBER ROLLS PER CASQA SE -5 FR GENERAL SITE MANAGEMENT DESCRIPTION SYMBOL MATERIAL DELIVERY & STORAGE: WM-1 SPILL PREVENTION AND CONTROL WM -4 SOLID WASTE MANAGEMENT W, -5 SANITARY WASTE MANAGEMENT HAZARDOUS WASTE MANACEMENT: WM -6 SANITARY WASTE MANAGEMENT Whri -3 GEOTEXTILES, PLASTIC COVERS, AND EROSION CONTROL BLANKETS: EC -7 STREET SWEEPING AND VACUUMING SE -7 HYDROSEEDING EC -4 P1 I • :,.� ,� /31/20 t . : : sT civfk- : �TFOF CA4�F .10 0 Boa' f7 f I gs; Construction Testing & Engineering, Inc. Yr_ GRAPHIC SCALE k' RI inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying SCALE. ® 10' N 1441 Montiel Road, Suite 115, Escondido, CA 92026 Phone: (760) 746 - 4955 Fax: (760) 746 - 9806 BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRa�WN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DTM ►ESCRIPTION:ENC -29 FD WELL MONUMENT IN AC INT. DATE PLANS PREPARED UNDER SUPERVISION OF EROSION CONTROL PLANS FOR: OCATION: SE END OF L TURN POCKET N BOUND � 6123120 PUBLIC WORKS NA - -- DATE: C- q - q RECD MENDED• APPROVED-, � ENCINITAS BLVD TO WILLOW SPRINGS DR CIE, INC. -- -DATE - ---� -� f � 1956 SPRINGDALE LANE ;SCORE FROM: ROT WILLOW PLANNING NA R.C.E. NO.: 01013 JES5 OWES RD J. jitR � HIGH COUNTRY VILLAS MANAGEMENT CORPORATION 1 3885® Ste ve vtr No-wakl 7-6-20 / :LEVATION: 218.103 CITY ENGINEER ___ DA RE- VIEWER JQO (P124 "_ w Z. ? / 1 -� - -- (t 259 - 222 -47 5 )ATUM: NAVD8$ DANIEL - €. MATH IE.XP.: 12-31 -20 DATE l I�AT Li,C� - .,'V INSPECTOR JC in124 P-LANNI\Ifi CASF NU N/A � T 3 r AS-BUILT EXISTING 42" HIGH VINYL PENCE LINE AT TOP OF SLOPE, TYPICAL SYMBOL ALL EXISTING IRRIGATION AND TURF BETWEEN PATIOS AND FENCE TO REMAIN PROTECTED IN PLACE. REPLACE TURF IN DISTURBED AREA WITH LIKE KIND TURFGRASS SPECIES OR BLEND AFTER REPLACING IRRIGATION TO FULL cov�l2AGi =. USE EXISTING VINYL FENCE, TO BE REMOVED IN THE AREA OF DISTURBANCE AND REPLACED AFTER THE BERM INSTALLATION. REFER TO THE GEOTECHNICAL REPORT FOR BERM INFORMATION. SEE ALSO VINYL PENCE DOTE THIS SKEET. LIMIT OF CUT AND PILL DISTURBANCE LIMIT OF CUT AND FILL DISTURBANCE PER CIVIL PLAN NOTES FROM CIVIL BASE PLAN. SEE GRADING PLAN 13885 -G FOR ALL NOTES AND BASE PLAN INFORMATION I � i 1 I 1 } jll }i 1 � 4 •i 5 `i9� \ `'• \ ' +,\ ti: ' . \\ \ PROXIMATE LIM UP i3ACK6UT ..N - j AND REWr6RCED FILL 3.481E \ ..:,�\ ♦. \ .. \` `♦ f K \ . 1 )p X x x R a X Y i. r', ''\ \ \` \ •; .. .. y` "�.. `'�i, ✓\ ...kb�. K X X X % x % . .\ ',, ` `., '•\ •" ' \.. �. •• i X. X X X 7X % X X X X % X \ X X X Y k % %% J� ♦\ 7� \ `r v x1 x `� x'. x xx x x x x x `x, % X x1t\ x Rk \ ♦ ''` ` i C? •l'1 "` X X';�x x X�x X x x x x x- x._x k K x ;pc.• r _1� x x ,x x x \\ �• .0• - X x is x x x X x K X Y X_ ,x X `.- •} 'I ft `~ % k % X X 'I X x % % X Y % X Y % Y X. X % % X % ` X % \ .�' ^� I \'s SIDELUALK .Y Y 'x IX > X .I Kj % X: X! X % %� % 'H{?� X X X % X X X % Rat % R N X X % \ , `\ .. j% XI % Xi X X X X Y% % X '% X % X X X X X%% / �'`.f 4 . \'� ,• RO \\ \ \ ac Y k % x X Xl % .'X X x;X % x X` X x.•!x- X X k x -x ' \�'� \ \ ♦�'`\ X%! X 1l X ? x X X X X X X k .`% X X.. % ; K XI T X X % X % % X k R % �% ' X % \ ,\\ •\ - - :'n a r \ X, Y kX x %' X K r1[i X % �• x, X k % % % K % X X % X. X % % } `\ • \ \ \ \.x x � x;' x '�% x� $ ie., x ',ic \% x x X x X x , x Y. X ` ` / , \ � �C if St % �- ': L C•^'.:1 ''\ .` t. : `.t 4y �x r .Ib X x _:1 K1 X X. % k % '"]i x ;x X x % x % x �x \x A K X t` X.•.% ` i \ '1'ti ..\ \ \ ♦\ ♦' /'-t �'_.�:`• \\ j %i %` k X X X X X % ,'X X X X k% /t k X ,idlX X X X X X x % \,% X �X \ `i's'i`."�• / x 2 % X X % x x Y x Y Y Y- x\ % k x` k X+ ♦ .y - \\ �Y Y % % X, \X X X X \ K/y% % ` ` ` l:`. ♦ F iY k x A i• , x x K x� x X ' Y x >� x X x' x X� k R x %\ x \% `; i +, iii:;.: ..`� f `, `i° EX.�F ` I..�GHT X _ "TECTED x x x K x x x x x,, x k X «, K k x `7 .w t. - .' \ -,, \ "\ x Xi. %. X'. 'x! :X X .x K x X Y x x x x x .\ BE P , �. i i x X X X % X' X X i 'X % k\ �' �N PLACE X % .fit X•, , X- \ . •: ♦ /,/ t M 1 K ' X K 3 x %. YV X x % % R x :K �% % % x % % x x•. -x %� k � `\ \ f 4X » X x, ; x X ,x, >< XI X ; X; , X x % ©% X Yi X x X x % ,� X 'x \ x >! x x is % x `Jt '•K ` x x% x x x % x R x x x x x "x x% ,pc x x! %, �C'j,� /� XilX X ' ;d \'I( ,K `: k -.i: `1YTr(•[% X/�f. % X/% X X Y X K X % x X.. Y Y `X Y k.�X : -: Y 1 Y'Y EX. TREE TO .y \ EX• ELEv\I RI,\IAL / BE PROTEQTEP IN PLACE REMEDIATION PLANTING IM Il A A II EROSION CONTROL NOTES 1, Contractor shall maintain install erosion control fabric on all parts of slope. Fabric shall be reinforced straw mat: SC150 by American Green, 1 -800 -473 -1965, or City- approved equal. 2. Groundcover shall be installed from flats over entire irrigated slope remediation area. Refer to legend for species and spacing. i i --- f..................- _ ---- f .a __•;' EXISTING TREE SYMBOL TO REMAIN OR BE REMOVE F'Ef;;� C!viL PLAN • M1 1 ^.. ., i 5EE I NOTES 1- r EXISTING TREE 5YI`150L FOR I O REMAIN PROTEG: EO :N PLACE SEE SUPPLEMENTAL TREES PROTECTED !N PLACE INOTE5 TO Ch/.[L PLAN AN'D SPECIFICATIONS, TN15 5i- EET. ................. -- ... — _.........__._ ....... ......... -- _ LEGEND I - DETAIL -------------- SHRUBS BOTANICAL NAME ;COMMON NAME SIZE SPACING i QTY I LUUCOL S ! 101 C.C. 13-1 i VI=RY !ACACIA REDOLENS 'LOWBOY' B,-NIC GATCLAU; I I GAL LOU) ! I . . ............. . ... . . +' HETEROMELES ARBU T IFOLIA 1 TOYON I GAL 10' o.c. 112 VER' LOW • RHU5 INTEGRIFOLI,A ;LEMONADEBERR`r 11 GAL I , �_ 10' o.G, Ila ,VERY 1LOU) 1 I I J j i I • ©R G- 40UiER I �_......_.._... . - ..._._.. ........... . .. - -• -• -- - - - - - -- - ----------- . .._..- ....��_..__.. -.... (GROUND COVERS — (BOTANICAL NAME !COMMON NAIr'E 1GONT _ ...... ..........._.-__-........._.. —. __. ._. .. _ K x x x x x x x x x x x XIBACCHARI5 PILULAR15 'PIGEON POINT' iG0?'v ^TE ERUSi -I FLAT K X Y X x X Y X x x x X Xi j 9 K X X X x% Y X x X X XI i £ Y Y —Y__Y _ i :..:.�i�:"YW ]i i� %%.�'+ • .2 wi �'. TURF REPLACIEMENT � _ DISTURBED PAD .;K.�..r.,� �,, T.., ,; ^,..k. . , SOG :�; ,n''c:a:: ;s M'� >ti�,�� =j TO Mc1TCH EXISTIN(a TURF )AND GERM AT TOP y�,:;;...,,: : a ,,,, -.,,; •:..�;, I ; ' I LOPE INSTALL PER G ROWER' RECG^'L^^EN'JA� ON ..:..- ... ,. I OF S _ ..... ............. ......... - -- I SPACING QT';' DETAIL .- ....-_ -- _.- .- ._._. ice" O.G. 4,a3 i y �� OUJ I •""'_ I 2�2 51= �IIGP (EXISTING ' — PRESERVE EXISTING TREES,, TYP. SYMBOL. SEE NOTES THIS SHEET TRH LIAN WILLOW \ '£EG;TREE TO 'ECG IN PLACE EXISTING, TREE, TYP• `\ SYMBOL 0 10' 20' 40' SCALE: T= 20' ® 24 x 36 SHEET EXISTING TREES TO REMAIN PROTECTED IN PLACE 1. All existing trees within the limit of work shall remain and be protected in place, as noted. 2. All trees outside the limit of work shall remain protected in place and shall not be removed as part of site improvements. 3. Existing trees and landscape within the scope of work to remain shall be irrigated and mulched during construction period. 4. No mechanical grading shall occur which causes a change of grade around the base of the tree or within the drip line of any existing trees to remain. 5. No mechanical equipment parking, storage or activity within the tree protection zone within the drip line of the trees to remain. Avoid any actvity that creates compaction of the root zone within the drip line of the existing tree. 6. No trenching within the drip line of the existing trees to remain where it might disturb the structural root system of the trees to remain. 7. Avoid excessive equipment, root pruning or canopy pruning that can .cause injury to trunk, branches and roots. VINYL FENCE REMOVAL AND REPLACEMENT NOTES Vinyl fence in area of cut and fill work: o p,NDSCAPfi AY�oR qpn 1. Carefully remove and store existing fence for relocation in place after remediation work.; r 2. Replace fence posts and panels as necessary to complete fence, with like manufacturer, color and 10 31 20 finish of existing 42" vinyl fence. 3. Contractor shall coordinate all fence work with owner and other trades. F Of CAS 10/25/18 1525.02.2 12/6/18 APPROVED DATE BENCHMARK AS -BUILT APPROVALS vI sI "tl? DRAWN BY: CHECKED BY: G1EE ........ E -- ._.. —KC /EE JT SRN _� 7 -6 -ZO iDESCRIPTION:ENG29 FD WELL MONUMENT IN ACi INT. DATE PLANS PREPARED UNDER SUPERVISION OF - 'LOCATION: SE END OF L TURN POCKET N BOUND] y �/ 6/23/20 — ­11.1.1.1 — ? - - -. __ __.--- --- -_•_.I — - -- PUBLIC WORKS Nit --- F DATE: (/ s ENCINITAS BLVD TO WILLOW SPRINGS DR CTE, INC. DATE _- . - -..•. _......... PLANNING Nit — — _ -- :RECORD FROM: ROS 18416 ---- -- _- •- _- ...._......... -- —... —; Ste�vew -w Naak/ 7-6-20 L.L.A. NO.: 2961 !ELEVATION: 218.103 CITY ENGINEER PATE REVIEWER QQO (0/24 { _ — DATUM: NAVD88 -_ - �1 -26 •INSPEC OR SLOPE PREPARATION PLANTING STRATEGY Per the Geotechnical report, Landscape planting is: To enhance surficial slope stability, slope planting shall be installed at the completion of grading. Excavation shall be kept to a minimum. The irrigation and planting installation shall be under the direction of the Geotechnical Consultant in the area of remediation. As a precautionary measure, plastic sheeting should be readily available or kept on hand to protect all slope areas from saturation by periods of heavy rainfall. The failure areas and currently unaffected adjacent areas should be covered with plastic sheeting to protect against saturation. GRADNG NOTES 1. Contractor shall maintain ALL FLOW LINES, high points and low points and elevations of the site grading per the engineer's plans. No modification of grading shall be accepted. Contractor shall remove any excess grading and planting spoils from plant pits as required to maintain site drainage per Grading Plan and Geotechnical Report. The Contractor shall be under the supervision of the Geotechnical Consultant as required by the Geotechnical Report Specifications. PLANTING NOTES 1. Plant material locations shown are diagrammatic and may be subject to change in the field by the Landscape Architect. 2. Refer to the City of Encinitas for requirements of planting details that do not appear on these plans. 3. Any Plant count is for the convenience of the Contractor. In case of discrepancies, the plan symbols shall govern. 4. Each group of plant materials delivered to the site shall be clearly labeled as to species, variety and nursery source so that substitutions can be rejected immediately. do not install substituted plants. 5. The size of the plants will correspond with that normally expected for species and variety of commercially available nursery stock, or as specified in the drawings. The minimum acceptable size of all plants, measured before pruning with the branches in normal position, shall conform with the measurements, if any, specified on the drawings in the list of plants to be furnished. The small container size is due to the constraints of the slope. Do not upsize to 5 gallon. 6. All plants not conforming to the requirements herein specified, shall be considered defective, and such plants, whether in place or not, shall be marked as rejected and immediately removed from the site of the work and replaced with new plants at the Contractor's expense. The plants shall be of the species, variety, size and condition specified on the drawings. Under no condition will there be any substitution of plants or sizes for those listed on these plans, except with the expressed written consent of the Project Landscape Architect . 7. The contractor shall perform soil sampling and provide a new soils test of the fill soil material that has been installed on site per the Geotechnical Consultant's Report and Grading Plan. All specifications for demolition, clearing and grubbing, cut, fill and soil placement shall be per the Civil's plans and report. These documents shall be on site at all times during construction and installation. Contractor shall limit trenching and review Geotechnical report prior to excavation of any kind in the fill area. Plastic sheeting may be required during the rainy season. 8. FOR BID PURPOSES: The backfill mix for use around the rootball of container grown trees , shrubs, and plantable wall plants shall be as follows: 70% NATIVE on -site soil;�ti 30% Nitrolized shavings or good quality compost (NO RA 'k PRODUCTS) 12 LBS. Gro -Power Plus Grow -Power planting tablets for extended feed/conditio-Ag a\ Dig planting pits 1 -1/2 times the width and 1 'tlrno�ka* r b root ball. fill pits with backfill mix to the depth of the root ball and irrigate throughly. Be sure entire root ball area,ls covered when planting. All planting pits shall be pre- watered per notes. Groundcover planting pits shall also be pre - watered. 9. All landscape planting shall receive Myco Pak Mycorrhyza by TrI -C products as follows: 1 gal shrub... 1 Pak/plant 5 gal shrub... 3 tabs/plant (no 5 gallon plants-in remediation area) 10. All landscape planting to be installed in accordance with the City of Encinitas requirements- 11. FOR BID PURPOSES: Soil preparation: FOR ONLY turf areas being replaced shall receive: 150 LBS Oro-Power Plus per 1000 sq.ft. 3 yards of nitrolized shavings or good quality compost (NO RAW WOOD PRODUCTS). Apply recommended materials and rototill a minimum of two directions, to a depth of 4 -6 inches. After soil preparation, but prior to planting, irrigate with overhead irrigation per planting notes on planing plan, so that a minimum of 1 -3 inches of good quality water passes through the soil profile, beyond the root zone. 12. Provide a 3" deep layer of bark mulch in all non -turf landscape areas, not 1.5:1 slopes except in planter pit per detail. A sample of the bark mulch shall be provided for approval to Landscape Architect for review and approval prior to delivery to the site. MAINTENANCE REQUIREMENTS: 1. Contractor shall continuously maintain all areas within the project throughout the duration of the required maintenance and establishment periods, until final approval and acceptance of project by the City. ALL precaution shall be taken not to disturb the filled and planted area. The maintenance period shall include the following scope of work and shall conform to all of the maintenance guidelines and specifications per the City of Encinitas guidelines and specifications for landscape development. All shrubs shall be hand - pruned only, No shearing or hedging. All shrubs to be allowed to grow natural without pruning into topiary shapes. Contractor to regularly check irrigation heads and controller scheduling to prevent runoff or oversaturation. GENERAL MAINTENANCE DUTIES SHALL INCLUDE: A. Provide weekly checks of irrigation devices and heads to make sure that they are operational and that the coverage is being maintained at full coverage until establishment is complete. B. Check Batteries on a regular basis to ensure valve and irrigation performance during the life of the project establishment. C. Review all lateral line and head areas to ensure no nozzles are leaking and that there is no low head drainage occuring. D, Adjust run times weekly or as necessary to ensure establishment, seasonal adjustment, and final run time setting at 1x per month. E. Maintain project in a safe and hazard -free, non - polluting condition at all times. R Provide continuous and appropriate watering for all plant material. G. Program proper scheduling and maintenance on the irrigation system. H. Provide consistent removal of all weeds. I. Provide replacements of any dead, dying, or damaged shrubs or trees. J. No trees shall be topped, K. Re- sodding of dead or damaged turf areas at ten (10) day intervals. L. Filling and re- compacting of any eroded or settled areas. M, Weekly removal of all trash, litter, and foreign debris. N. Weekly mowing of lawns and, if necessary, removal of grass clippings for replacement turf area. O. Fertilization, as necessary, to maintain plants in a healthy and vigorous condition. Shall follow recommendations of soils lab, if maintence is included in new report. If none provided in new soils report, then maintnenance shall follow specifications of preliminary soils report. ............. THE LIGHTFOOT 5900 PASTEUR COURT SUITE 110 - — PLANNING CARLSBAD, CA 92608 -- GROUP (760) 692 -1924 www.lightlootpg.com PLANN{NG SITE DESIGN LANDSCAPE ARCHITECTURE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES - -- -_ DEPARTMENT DRAWING NO. RECD MENDE APPROVED: ! 1956 SPRINGDALE LANE i ,� 388_ JES OWE >S EDwA D �. W ER HIGH COUNTRY VILLAS MANAGEMENT CORPORATION z- �. 259- 222 -47 I 5 - -. __....�L DATE - DATE PLANNING CASE NO: NIA SHEET 4 W X AS -BUILT co D M U 4 J a„ U o° r� CO UJ o -- Z_ Z � Z Il O 4 � rn LL LU r Z (n rn CD Q 10 .-.t CL o W p F_ L0 `. A C) N 0 M C'4 co 00 CHIMNEY DRAIN AT 25' SPACING/ MAY USE GEOCOMPOSITE DRAIN BOARD (MIRAFI G20ON OR EQUIVALENT) OR NON -WOVEN GRAVEL FILLED BAGS m O, \ C, \ \ C1 \ 00 \ \ F \cot, S' \ \ 7.751E \ \ C10 \4 PV \ \ ' \\ SUBDRAI \ Of, F 207.501F ° 9s, \ \ CO), o. C \ \ 51 ° 205.8 v� \ iy \ oo F c \ \ °4, \ 'Po SIDEWALK s \ % P UNDERDRAIN PIE \ o. �p , \ \ \ PER SDRSD D -27 \ C9f, \ \ 2 \ \\ \ 9 205.0• 0'0 Li Tc 225.861E \ \ CHIMNEY DRAIN AT 25' SPACING/ MAY \ O � 05. • v \ y \ 9/p \ C' \ \ USE GEOCOMPOSITE DRAIN BOARD \ d J' O J, \ \ \ (MIRAFI G20ON OR EQUIVALENT) OR \ \ d \ \ \ NON -WOVEN GRAVEL FILLED BAGS \ \ \ \ \ \ \ \ \ 0, \ \ \ O \ \ \ \ \ \ \\ + 4.2 \ \ \ \ a Cq, \ 00 \ \ v 7 \ O \ +2 118.9\ \\ \ \ \ \ \ T01.2' v !y !y \ 1 1 1 \ 1 1\ \\ 1 'p s \ \ I II 1 1 ) \ ' I II IIII //i /// _ \:.. \c 4 \ \.III III II I I II ' s \ \ O `' I I II 11 I I \ I I I \ \ \ \° a s9 \ " \ , III . III III I I I I °� ` s \ NI o I I I I I d \ I N I NI I III I \ \ \ o� III III IIII I I I °III 1 111111 II 111 \ � \ cc 4- F MATCHLINE SEE SHEET 2 Construction Testing 8c Engineering, Inc. PROFILE: A —A Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying i OR.. 1"=10' ev 1441 Montiel Road, Suite 115, Escondido, CA 92026 Phone: (760) 746 — 4955 Fax: (760) 746 — 9806 VERT.: 1"=10' i o N0.61013 s EXP. 12111 120 a \*sr civic TFOF CA��F�� LEGEND RIGHT OF WAY — --R-/W- CENTER LINE COL 6" HDPE SD DAYLIGHT LINE \\ SUBDRAIN — — — — HEADWALL FLOW 10 0 10 20 GRAPHIC SCALE SCALE. 1 "= 10' CAUTION! ! EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. NEW SHEET CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UtJIIDTM CST: UKJF ITT: �I�t�DTM ter: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTM NITRAWING NO. DTM JF DTM AS- BUILT, NEW SHEET S2N 7 -6 -20 ESCRIPTION•ENC -29 FD WELL MONUMENT IN AC OCATION: SE END OF L TURN POCKET N BOUND ENCINITAS BLVD TO WILLOW SPRINGS DR % - - / 6123/20 CTE, INC. DATE St�v�vv Nawa,� 7 -6 -20 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: IZ -7 s °'° R.C.E. NO.: 61013 DANIEL T. MATH EXP.: 12 -31 -18 RECOMMENDED: APPROVED: Y Owe �n2 � JESSE OWENS EDWARD J. WIMMER (P/24 /ZDZD DATE DATE 1956 SPRINGDALE LANE HIGH COUNTRY VILLAS MANAGEMENT CORPORATION 259- 222 -47 PLANNING CASE NO: N/A 13885-G PUBLIC WORKS NA ___ PLANNING NA - -- ILECORT) F ROM: ROS 18416 EVAION: 218.103 ATUM: NAVD88 REVIEWER JQO Co /24 CITY ENGINEER DATE INCPF(.TnR TG &P)4 SHEET 5 OF 5 • • 0 zU z °— cl�C) LL] z O W v z C W D z W Ln Ow z ~ �o ry Ln z O I ; 0� ) U z ry O z � 0 O��