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2017-13469-G (Plans)ft1wy *lw,llAl0TT 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. 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. 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 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 "PROPOSED WALKER HORSE BARN/STABLES" PREPARED BY TERRA TECHNOLOGY ENGINEERING, INC. DTAED SEPTEMBER 21, 2017, AND UPDATE DATED _J�1ik, PROJECT # TE -3200 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 R CONSTRUCTION MAT PR P 0 MATERIALS TO ANY PROPOSED IT CONSTRUCTION 0 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. 13469 -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 SO 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 WITH 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. rn 3 N CHANGE NO. h Q o m N o CO CD I h 0 0 N �w o EROSION CONTROL IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TODD FREISTAT AT (760) 809 -5805, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPIIMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% 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 DUMPSTER 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. DESCRIPTION APPROVED DATE BENCHMARK t L7 '�ACX DESCRIPTION: 2.5" BRASS DISC IN THE S.W CORNER OF CONCRETE PEDESTAL FOR A FIRE HYDRANT LOCATION: ON THE EAST SIDE OF RANCHO SANTA FE ROAD & 100' S. OF EL CAMINO DEL NORTE RECORD FROM: CITY OF ENCINITAS, STA. ENC -20 DATUM: NAVD88 ELEVATION: 120.564 No. C 26671 z EXP. 3- 31 -20' CNI1 STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT 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, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON-SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES, WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS 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 DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 6334770. 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 DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)633 -2770 B. GAS & ELECTRIC - SDGE - (760)438 -6200 C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT- (760)753 -6466 D. TELEPHONE - AT &T - (760)489- 3411 E. CABLE TV - COX COMMUNICATIONS - (760)806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 7.150 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 18.090 SQFT INCREASE IN IMPERVIOUS AREA: 10.940 SQFT IMPERVIOUS AREA REPLACED: 4,000 SQFT PUBLIC WORKS DISTURBED AREA DISTURBED AREA: 2.0 AC WDID NO. 9 27WO03414 EROSIVITY WAIVER APPLICATION ID 490850 PLANNING AND BUILDING SI N 1 CHECKED BY `JIGN D ATE SCALE AS -BUILT Ur3l6rU C31: URH YVIV 6T: PLANS PREPARED UNDER SUPERVISION OF all W HORIZONTAL: AS SHOWN !D -1•!$ DATE: 10 0 1 ICHAEL A. WUNDERLIN DATE_ R.C.E. NO.: 26671 VERTICAL: AS SHOWN `'Lw RFVIFWFR I INCPF(.TnR I CFNUIR FNf:INFFR MICHAEL A. WUNDERLIN EXP.: 3/31/2018 OWNER STEPHANIE & AL WALKER P.O. BOX 2564 RANCHO SANTA FE, CA 92067 PHONE: (713) 503 -0204 SITE ADDRESS 607 WINDMILL RANCH ROAD ENCINITAS, CA 92024 APN 264 - 172 -31 LEGAL DESCRIPTION PARCEL 2 OF PARCEL MAP 8879 AND A PORTION OF 9TH STREET CITY OF ENCINITAS COUNTY OF SAN DIEGO STATE OF CALIFORNIA i SITE n VICINITY MAP OWNER'S CERTIFICATE N.T.S. 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 DEFENCE 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 CONNECTED DIRECTLY OR INDIRECTLY TO THE RMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: DATE: W.l O. q O1-7 OWNER(S) STEPHANIE WALACER SOILS ENGINEER'S CERTIFICATE I, QALC 2. 26CsLt 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 SEPTEMBER 21, 2017 AND FOR AN UPDATE ON WA . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATION$, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED i. THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN ,JINCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: i / ® . 0 F;' RCE NO.: 6ClJ79 EXP. DATE: ct 36 !q .� w� �r JOB #: TE -3200+ COMPANY: TERRA TECHNOLOGY ENGINEERING, INC. ;�� v;;r; ADDRESS: P.O. BO 30 06 X 1 1 , ESCONDIDO CA 92030 PHONE: (760) 740 -0826 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE 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 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: I In � V� li :V. DATE: MICHAEL A. WUNDERLIN RCE 26671, EXP. 3/31/2018 WUNDERLIN ENGINEERING, INC. P.O. BOX 461300, ESCONDIDO, CA 92046 PHONE: (760) 743 -2238 EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 55 H 16 V MAXIMUM VERTICAL DEPTH OF CUT = 3_5 MAXIMUM VERTICAL DEPTH OF FILL = 4.0' CUT = 240 C.Y. FILL = 670 C.Y. IMPORT = 430 C.Y. REMEDIAL = 1.000 C.Y. (3' REMOVAL AND RECOMPACTION UNDER AND 3' OUTSIDE OF BUILDING AREAS) BMP PROJECT STATUS SHEET INDEX PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOMEOWNER IN ACCORDANCE WITH "MAINTENANCE 1 TITLE SHEET /NOTES AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND 2 LOCATION MAP /CROSS SECTION STORMWATER POLLUTION CONTROL FACILITIES" 3 GRADING PLAN RECORDED ON 4 EROSION CONTROL PLAN AS DOC. #: PARKS AND RECREATION OLIVENHAIN MUNICIPAL WATER DISTRICT SI N DATE SI N DATE EP91NEERING DIVISION APPROVALS RECOM APP IIO�� j STWNOVqAK DATE DATE ENCINITAS FIRE DEPARTMENT CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTM ZINC PLAN FOR: 607 WINDMILL RANCH ROAD WALKER BARN APN 264- 172 -31 DRAWING NO. 13469 -G SHEET 1 OF 4 o co co ,h C) 0 W N z °' o¢ = U lL U zo _z zc Ew w w zo :o w `- z� Zo 3a 0 60 120 SCALE: 1 " =60' EL CAMINO DEL NORTE EXIST. FIRE HYDRANT 1 I 1 EXIST. WATER METER i I I I I 1 I 1 I 1 I I I 1 I I I 1 I 1 I I \ \ I P,M, Tl 98 \ zo \ 2° I \ \ i \ \ / BA \ \ I / IJ I I I � I I I� I I j I I "W �I ,�� EXIST. 20' EASEMENT I N69'33'40 "W 426.30' I PROPERTY LINE I I - I I Wo r - -__ - - - - - -- w ` - -- i�.��l. /7 PROPERTY LINE 20'I v� �2 1 EXIST. ARENA j F III I 23 IIE�IST. FLOWAGE EASEMENT ! j EXIST. PADDOCKS Iii 1 112' / 0 AREA I I I bt r��Gl�� `T I i�� I i D 1 1 N I / N I \�i '- '�APPROX LIMITS OF 20;101 `1l `` I INUNDATION BY 100 I I / I EXIST. A.C. C I N I / I / B I / PROPOSED BARN SEE SHEET 3 — V EASEMENT DATA QA EXIST. 40' PRIVATE ROAD & UTILITY ESMT. © EXIST. 20' ELECTRIC EASEMENT PER DOC. #340002 REC. 8/14/1979 EXIST. 40' EASEMENT FOR ROAD & UTILITY PURPOSES PER DOC. #79- 109108, REC 3/15/1979 EXIST. 20' EASEMENT FOR INGRESS & EGRESS FOR TRANSPORTING LIVESTOCK AND EQUIPMENT �E EXIST. SEWER EASEMENT PER DOC. #75- 309578 REC. 5/5/1975 QF EXIST. SEWER EASEMENT PER DOC.', 2017- W-1111 ti REC. © EXIST. TRAIL EASEMENT PER DOC. 1017- 04819Ly_ REC. 10.13_ 3 N CHANGE NO. DESCRIPTION APPROVED DATE N°° o° 00 �N iii cl o N72'38'01 'W I 61.72 PROPERTY LINE EXIST. ARENA h I YEAR FLOOD PER FIRM MAP 06073C1061G III I M PF I EXIST. FLOWAYEII EASEMENT C 1 I I EXIST. PADDOCKS III I. u AREA II I — - - - - - - - - - - - - II I x CITY OF ENCINITAS 1 11 11 IEXISTa I EXIST. BARN I N72'38'01 'W / 383.37 COUNTY OF SAN DIEGO `HEDI L-- _______� PROPERTY LINE I I - - - N15'39'55 "E- - - — 40.02' 9TH STREET ° BENCHMARK SCALE DESCRIPTION: 2.5" BRASS DISC IN THE S.W CORNER OF CONCRETE PEDESTAL FOR A FIRE HYDRANT LOCATION: ON THE EAST SIDE OF RANCHO SANTA HORIZONTAL: 1 " =60' FE ROAD & 100' S. OF EL CAMINO DEL NORTE RECORD FROM: CITY OF ENCINITAS, STA. ENC -20 VERTICAL: N A DATUM: NAVD88 ELEVATION: 120.564 LOCATION MAP LINE 1.5' 12' PU (VARIES) TRAIL EA`: 2' 6' TREAD EXIST. 5 WOOD RAIL FENCE EXIST. STACKABLE RETAINING WALL _ -- r- 45 NOTES: WORK TO BE DONE SECTIONA 1 REPRE EN AT ON HNOT FOR CONSTRUCTION DIMENSIONS TC -1 0 SCALE: 1 " =10' HORIZ. 2. MASONRY RETAINING WALLS ARE PER CITY OF - 1 " =5' VERT. ENCINITAS STD. DWG. C -01 - -^ DESCRIPTION STD. DWG. 4.5' SURFACE AREA OF BOTTOM = 1,640 S.F. PROVIDED 24 "x24" BROOKS CATCH BASIN FOR MATERIAL DELIVERY STORAGE lY OVERFLOW, W/ PARKWAY GRATE 1 EA. 6" Gt141' Lug SEE PLAN FOR 6" OUTLET PIPE 6" D.G. SPILL PREVENTION & CONTROL (BEYL'ND) DENSE, DEEP- ROOTED, 1 EA. PVMT. CONC. DOWNDRAIN DROUGHT TOLERANT SHRUBS s Tc S� �k '0 & GROUND COVER AT BOTTOM A 0.6' RETAINING SIDE SLOPES 50.1 �, WALL PER C -01 3, FINISH GRADE =49.5 — 1 EA. BASIN SIDE SLOPES 8" CMU BLOCK WALL CITY C -01 AT 3:1 (BEYOND) 1250 S,F. RIP RAP DISSIPATOR SDRSD D -40 17 C.Y. 5'x5' RIP RAP DISSIPATOR 18" ENGINEERED SOIL PER D -40, No. 2 BACKING PROVIDE 812 c.f. MIN. ENGINEERED SOIL MIX 1.1' THICK, TYPE 2 18" MIN. CLEAN, WASHED GRAVEL BY VOLUMES: 8' WIDE CONCRETE DIP SECTION (ADDITIONAL STORAGE LAYER) -65 %SAND 200 S.F. EXIST. UNCOMPACTED -20% SANDY LOAM C4NC,:. DRAIN F ;; SC-E SDRSD D -22 -15% COMPOST 1 EA. PERCOLATION RATE Sin /hr. SUSTAINED QA HYDRO -MOD FLOW CONTROL VOLUME 1 EA. STORAGE 1,640s.f. x 0.6'= 984c.f. 24 "x24" BROOKS CATCH BASIN W/ .GRATE SDRSD D -16 (972c.f. MIN. REQUIRED) 1 EA. BIORETENTION BASIN DETAIL SCALE: 1 " =5' 1.5' 12' PU (VARIES) TRAIL EA`: 2' 6' TREAD EXIST. 5 WOOD RAIL FENCE EXIST. STACKABLE RETAINING WALL _ -- r- 45 4k.� WORK TO BE DONE ESCONDIDO STABILIZED ROAD ENTRANCE 16'x20' CREEK ( ) TC -1 0 LEGEND a - -^ DESCRIPTION STD. DWG. SYMBOL QUANTITY 6" C®IC1,C,. OVER A%$T11/;r;_ MATERIAL DELIVERY STORAGE 0 5670 S.F. 1 EA. 5" )'try: ? BASE DRWY. SURFACE 6" D.G. SPILL PREVENTION & CONTROL WW-4 1 EA. CONCRETE DITCH, TYPE A SDRSD D -75 200 L.F. 3' WIDE U SHAPED CONC. DITCH WITH 6" CURBS WP-5 112 L.F. 1 EA. 8" CMU BLOCK WALL CITY C -01 1250 S,F. RIP RAP DISSIPATOR SDRSD D -40 17 C.Y. 8' WIDE CONCRETE DIP SECTION 200 S.F. C4NC,:. DRAIN F ;; SC-E SDRSD D -22 `ZZZQ5� 1 EA. L TYPE HEADWALL SDRSD D -36 1 EA. 24 "x24" BROOKS CATCH BASIN W/ .GRATE SDRSD D -16 1 EA. 6" PVC STORM DRAIN 150 L.F. 00 M BIORETENTION AREA 1,640 S.F. N N z � SILT FENCE SC -1 -- p---fl— 300 L.F. o GRAVEL BAG BARRIER SC -6 200 EA. 0 N d Z� 4k.� I ESCONDIDO STABILIZED ROAD ENTRANCE 16'x20' CREEK ( ) TC -1 0 320 S.F. a - -^ EXIST. GROUND \ ZURFACE MATERIAL DELIVERY STORAGE WM -1 1 EA. U 6" D.G. SPILL PREVENTION & CONTROL WW-4 1 EA. z C \ SOLID WASTE MANAGEMENT WP-5 1 EA. w w zc -o a` No, c 26671 * P U B L I C T RAIL S E C T ION HAZARDOUS WASTE MANAGEMENT WM -6 1 EA. z M Exp.3- 31 -20' w SCALE: 1 " =5' CONCRETE WASTE MANAGEMENT WW -8 1 EA. z CIVI OQ- 9�OF CA1- \F AS -BUILT DESIGNED BY: DRAWN BY: PLANS PREPARED UNDER SUPERVISION OF REC j"W vl'a L IV -1 -1B DATE: io 17 Ld ENGINEER'S NAME DATE _ 1' k J - R.C.E. NO.: 26671 I o' MICHAEL A. WUNDERLIN DATE -VIFWFR IN. PMTOR SFNINR FNRINFFR EXP.: 3/31/2018 ING DIVISION APPROVALS APP 0 DATE " SANITARY /SEPTIC WASTE MANAGEMENT Fww--91 1 EA. w °m 0 ZQ CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. GRADING PLAN FOR: 607 WINDMILL RANCH ROAD WALKER BARN 13469 -G APN 264 - 172 -31 SHEET 2 OF 4 x m 3 N CHANGE �a o m \ C) o ° I n 00 N LL W J NONE CORRUGATED METAL SHED ROOF, OPEN AIR SIDES WITH WOOD 40' I POSTS AND RAFTERS (OR EQUAL. I PLANS) PER ARCHITECT'S P " OLEANDER ' C I I 8' 65 I 6L BA -�� EXIST. PVMT. ��l C\ I I I D , �k y � Cl J 0 T EXIST. 20' EASEMENT *l i 50 DUMPSTER "n 20' 20' ' �) \ ® - o I RETAINING 1 WALL W/ LID 1 -9 6 EA 49 h o 0 DER N74'1 9'25 "W yy PROPERTY LINE N/_ 20.0 ' EXIST. BROKE ' 48 EXiSf. DIRT ROAD I I CONC. SPw r SEX T E D CONCRETT ALL p �0 52 �/ ��O N69'33'4 "W 426.30' EXIST. FENCE _ Ra �6, n SECTION B ti G ° — — — — — — y011 ' N J —47 I I SCALE: I"=5' CID b\ �" b\+ �' 6 � f 15 SIDE YARD SETBACK _ - - -_. ' o --4 a T. TO BE REMOVED; ' 17 — — — TO 16 AT EXIST. 4.2% , � EASEMENT DATA EXIST. 40' PRIVATE ROAD & UTILITY ESMT. 1 P c DRAIN GE SWALE AROUND F © EXIST. 20' ELECTRIC EASEMENT PER DOC. #340002 AREN (1% MIN.) v Q I I E REC. 8/14/1979 ' l 0 1 ' o ' ' 1.5 %, GS I I 23 © EXIST. 40' EASEMENT FOR ROAD & UTILITY PURPOSES x� ' I oo ' 4.2% ' I I EDGE OF PER DOC. #79- 109108, REC. 3/15/1979 20 ' ' `� i f! F I I I EXIST. VEGETATION OD EXIST. 20' EASEMENT FOR INGRESS & EGRESS FOR " wZ_ ' I I' I TRANSPORTING LIVESTOCK AND EQUIPMENT / 6 1 ' EXIST. SEWER EASEMENT PER DOC. #75- 309578 / E °< ' r I EXIST. AR NA _ I EXIST. PADD CKS REA I REC. 5/5/1975 1 XIST. FL WAGE EASEMEN REFURBISH WITH SAND TOPPING - REFURBISH WITH RIGAf fED TURF 001187 I QF .EXIST. SEWER EASEMENT PER DOC. 2017- O G I REC. 10.1747_ 130' ' I I — EXIST. TRAI L EASEMENT PER DOC. 201 7- 4y_V1_1 _ _ 12' r I II I REC. cn g / TRA uJ 17 �. (� - r, j � �/ 0 5 'moo 1.5% �� I wy I I 1 Iw- h� 5 0NI �� C� ' . I EXIST. STONE IL L I Q ci 3:1 A4e4 A r j -� I „ I I I CONSTRUCTION NOTES: 10 ;6' *P?RE�: �AvIx1.r.,G -3aso 00 ? yti �g. I' \ I x� r I I• i; i i �i / 2 l.D6 _ BASE DRAY. W6/LK Am01M /ROUE R'1 $ B ETENTION 01� m o APPROXIMATE 1IMITS OF INUNDATION BY --� g FIRE DEPT. TURN AROUND AREA B `s z 49• hp 49.5 BTM. 100 YEAR FLOO PER FIRM MAP 06O73C10 1G I 1 �� I —� 4 5' HIGH POST & RAIL FENCE 1'N S/JGC E5ml. APP/louED % y 'y a I .p - EXIST . i4 C 1,640 S.F. �6' I IN 10.1 -17 LETfIh 56,0 S 'OIL 1 21 3 k1• I I N 8" CMU BLOCK WALL PER CITY OF ENCINITAS MOM SOLE LAND S9 9y 1 — yi ��i.f y SEE DETAIL 5 I I , I I STANDARD DWG. C -01 �" 1 q9. ON SHEET 2 EXIST. ARENA IMGYVIf. SUPLRVZSOQ I IN 6 CONC. DITCH PER D -75, TYPE A yF0 Spy �yy�lb 3 4e� j6.',' 18 S NyS \ REFURBISH WITH SAND TOPPING I _ 4j I 8'x25' RIP RAP DISSIPATOR PER D -40, TYPE 1 7 � I u I \ ; r� ` u9A658 12 a8 Y TRAIL I I I W/ LEVEL CONCRETE SILL / yk' w'� w,� TRAIL 0 As I I Iz ® EXIST. PAVEMENT TO BE REMOVED g 20 rn %� \ �.2% r I 0 5 I r A I EXIST. FENCE TO BE REMOVED � a I '- ,. a � _ • . \ EXIST. FLOWAGE EASEMENT 120 F RIDGE 50.3 TG 1.5% I ' EXIST. PADDOCKS AREA 15 BID- - REFURBISH WITH IRRIGATED TURF I I . x \ RETENTION AREA q � . r, y ' y 0 � n BLDG. TY LINE I 13 L TYPE HEADWALL PER D -36 ROPER END D -75 DITCH 7 2 w� 5 Dri v I cNnl 20' -6" PVC ST F I 14 1 STORM DRAIN ® .0% 1 0 BEGIN 3 WIDE U SHAPED 53.2 % a 48.1 _ ° I 40> I - 15 L BROOKS CATCH BASIN 7 `:..., , CONCRETE DITCH 1' 0 I N (SEE SECTION A -A) 9 ' '� b i'� 14 �g.� \ `r Imo ' :ro �I I I 16 4x25' RIP RAP PER D -40, TYPE -2, 1.1' THICK MIN. C I 17 ARENA FENCE 1.5% �0 1 I ' / I - oI II I 18 3' WIDE U SHAPED CONCRETE DITCH WITH 6" CURBS PROPERTY LINE ": : "^ s % - - �'` EDGE OF s BLDG. LI ✓ cn I I I 19 ROOF GUTTERS; ROOF DRAINGE TO BE ROUTED TO r. ,N J I ' , �I I EXIST. VEGETATION I / 5 �� D I DETENTION BASIN BIOFILTRATION �? 19 6��0 I I I 20 12'x8'x5'HIGH MASONARY BLOCK TRASH ENCLOSURE WITH SOLID 1 9 4 BARN FF 54.00 \ A6 I , I �68G I I I I E ROOF FOR COVERED MANURE DUMPSTER; 58.5 TW; 6" CONCRETE PA -53.5 0 EXIST. WELL I SLAB; 3250 psi, SLOPED TO BACK TO ENSURE CONTAINMENT 52.7 .° = r `'S 4 l GRAD 6� _. 1 pi x 12' T L AT E 17 �. t RS I 12' �r •�, - 6R'rE — w1AT 4\ a y 9 °s,' — y 4 r . —x \.�! — \ 15' SIDE YARD SETBACK �. $5 — CFl�XI51 -G — 6 5 % 6 \ss I I o 2Q 5x5' RIP RAP DISSIPATOR PER D 40, TYPE 2, 1.1 THICK MIN. 12 ~ . 1 - ,/ Fes. \� 0 i I 24 6" PVC STORM DRAIN CLEANOUT WITH REMOVABLE CAP AT GRADE 2 y �. a NO a?+ 5 1 °MIN. 2% ` CITY OF ENCINITAS _ 20' 99 g - — — — — — — , N72'3 ' 1 °W 383.37 COUNTY OF SAN DIEGO �y1 A . �y� _--, o PROPERTY LINE _� EXIST. °p EXIST. BARN _4 SHED 6 =r 1 3� so __j NOTE:' _�46 co o NO WORK PERMITTE OFF -SITE CD o t w �` 0 4S8671Y EXI T. SEWER MH. °D cn3 ^? GQD N m 4 I EXIST, FENCE EXIST. FENCE M N72'38' 1 „W 61.72' �= Y — 51 _-- -- >/70(' . " EXIST. 30" RCP FLOWLINE 9TH T A N EXIST. TRAIL 2 1 NOPE ° 50 I R �S R4 z� Lo EXIST. HEADWALL FXIST ' , ` SO \ Ay a /y��, o EXIST. PUBLIC h� \ T� /L ' �y z vi o TRAIL EASEMENT \ ggOFESS /p o LLJ _ 0 20 40 °o No. C 26671 Z - EXP. 3-31-20- �� SCALE: 1 "=20' z 9 CIV11. �2 � o ®F CAUFO o m zo . NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: E GINEER G DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. Ias zk3liLl S l•i --Sl DESCRIPTION: 2.5" BRASS DISC IN THE S.W CORNER PLANS PREPARED UNDER SUPERVISION OF RECOM APP 0 GRADING PLAN FOR: 607 WINDMILL RANCH ROAD OF CONCRETE PEDESTAL FOR A FIRE HYDRANT DATE: a o LOCATION: ON THE EAST SIDE OF RANCHO SANTA HORIZONTAL: 1 ° -20" ,b ti 1a 7 sT� a AK � WALKER BARN 13469 -G FE ROAD & 100' S. OF EL CAMINO DEL NORTE ICHAEL A. W NDERLIN DATE n R.C.E. NO.: 26671 RECORD FROM: CITY OF ENCINITAS, STA. ENC -20 VERTICAL: N A 5��,Il DATE DATE APN 264- 172 -31 10 1 DATUM: NAVD88 ELEVATION: 120.564 REVIEWER IN ECTOR SENIOR ENGINEER MICHAEL A. WUNDERLIN EXP.: 3/31 201.8 SHEET 3 OF 4 40' " OLEANDER I C B �51 `` EXIST. PVMT. �� C\ ' p ®r// EXIST. 20�EASEMENT 50 6 d EA DER 49 1 20' 20' y0 1fn �Q j I _ I I I N74'19'25 "W 5g I PROPERTY LINE �} .EXIST. BROK ' 48 DIRT ROAD I rn SPN GUZ EX T E D S . CONCRET ALL I ` to ' " N69'334 W 426.30' EXIST. FENCE 47 I 1 -- p -2 N I �] � —a SIDE YARD —' "— ` • —._. °^ `��' + I SETBACK aw I TO BE REMOVED; — — — `� - / TO 16' AT EXIST. n R E n J'. 1 P A 3 I DRAIN GE SWALE AROUND ^ F LO IJ AREN (1% MIN.) v AGS " I k� I 123, E 1 I 1.5% 00 I 4 .22% I EDGE OF 2p EXIST. VEGETATION ° IN r EXIST. AR NA EXIST. PADD CKS REA XIST. FL WAGE EASEMEN REFURBISH WITH SAND TOPPING - I I I REFURBISH WITH RIGP�fED TURF C) / E iA ' G 0 0� °� 130' 17 _ r I rx hG 12' c, 12' cn 8" / f IHA I W 0 �.. . n� a WM -5 WM 9 sib r). _ _ I LLJ M 1 \ ✓ 0 0 \ (� MP -2 �� i <r SD -4 I i I (1/ W WM -1 \ LL_ WM -4 ✓� 5650�I �l �T' C� ! . �a�\$ (EXIST. STONE ILL I I WM -6 ✓ �.1 3:1 4g4 J I ° I I ` I r n Q O S/ -5 h WM-8 9 ? ��� , •�° Q� r I I I - r � 8 pp 8 BI ETENTION p ¢ APPROXIMATE IMITS OF INUNDATION BY 10,5 co 49.5 4 BS.F. TM. 100 YEAR FLO PER FIRM MAP 06073C10 1G -;U EXIST. AC 1,60 I pb I e 1 3 I D1 i SEE DETAIL 5 I N 9{� °may q95 ON SHEET 2 I \ EXIST. ARENA I L,,, SC -1 S REFURBISH WITH SAND TOPPING I I I N 1% A�c6S 71v 12' std TRAIL PO B 20 .'y ' + \ SDI e� TRAIL o \ GD r I Iz 5 � S � .• di r, <> ; EXIST. FLOWAGE EASEMENT FL -� 1 R DGE 50.3 TG I EXIST. PADDOCKS AREA I I 20 REFURBISH WITH IRRIGATED TURF y�5 0 4 IL4Dg. 2 / D' N \ I I o�� 23' PROPERTY LINE oa END D -75 DITCH F 5 n 9• "' 'I cn BEGIN 3 WIDE U SHAPED 53.2 Z a h ° % P 48.1 \ _ SD -4 I 40' I' co CONCRETE DITCH f'' 0 LI (SEE SECTION A -A) 9 zo %y.. .y / 14 in 5ti• 4 ¢ y 1 0 ' PROPERTY LINE s ��.. s ° ° _5 d 1 i I 1% � r C/) I' I 1 EDGE OF BLDG LINE a o ,.` \ I , Ll I I I EXIST. VEGETATION 52 19 - - SD -1 rn �� ro �I FL — B• — ' O I � . 1 g ° BARN ° 2 PA 53.5 r 5 g0 EXIST. WELL I G 52.7 / —. i3� 12' T L AT GRADE I 12' 4 a GAf —` • —•— --• —. ' — 15' SIDE YARD SETBACK — —f �f1vATCF EAS1. — 5 " % n 5 2 6 12 b . s . 1 °MIN. 1 �1 E� BMP -2 2% p50 BMP -1 e. CITY OF ENCINITAS 20' COU SA 1 5y0 o 13 s Gi :.r WS40�y r_ 0 1 BMP -2 N773 1"W 383.37 OF DIEGO 0 �O I \ BMP -1 PROPER TY LINE V�G BEXIST.1 I � °� EXIST. BARN 16 I ass h SHED I I o r .S �. b BMP -i so L. — — — — — — — —� NOTE: 46 i N — —� NO WORK PERMITTE OFF -SITE 0 018 7 � ¢SBS /lY 1 EXI T. SEWER MH. w� S k 1 I m CR 3q s`._ i EXIST. FENCE EXIST, FENCE D 1 N72'38'0\1 °W 53 61.72' — — 0 7 Op' EROSION CONTROL BMP LEGEND SYMBOL REFERENCE DESCRIPTION SILT FENCE 00o BMP -2 GRAVEL OR SAND BAGS TC-1 STABILIZED CONSTRUCTION ENTRANCE WM -1 MATERIAL DELIVERY & STORAGE WM -4 SPILL PREVENTION AND CONTROL WM -5 SOLID WASTE MANAGEMENT FW­M_-66I HAZARDOUS WASTE MANAGEMENT WM -8 CONCRETE WASTE MANAGEMENT WM -9 SANITARY WASTE MANAGEMENT SOURCE CONTROL BMP LEGEND SYMBOL DESCRIPTION SC -1 I PREVENT ILLICIT DISCHARGES FS-C _-51 PROTECT TRASH STORAGE AREAS ST -1 MAINTAIN NATURAL DRAINAGE PATHWAYS SD -2 CONSERVE NATURAL AREAS & VEGETATION SD-3 MINIMIZE IMPERVIOUS AREA SD-4 MINIMIZE SOIL COMPACTION SD -5 IMPERVIUS AREA DISPERSION SD -6 RUNOFF COLLECTION SD -7 LANDSCAPE W/ NATIVE OR DROUGHT TOLERANT SPECIES EASEMENT DATA AO EXIST..40' PRIVATE ROAD & UTILITY ESMT. O EXIST. 820' ELECTRIC EASEMENT PER DOC. #340002 RC. © EXIST. 40' EASEMENT FOR ROAD & UTILITY PURPOSES PER DOC. #79- 109108, REC. 3/15/1979 �D EXIST. 20' EASEMENT FOR INGRESS & EGRESS FOR TRANSPORTING LIVESTOCK AND EQUIPMENT QE EXIST. SEWER EASEMENT PER DOC. #75- 309578 REC. 5/5/1975 QF EXIST. SEWER EASEMENT PER DOC. 2017 - 0Yl_l_ 67 REC. 10_11.12 © EXIST. TRAIL EASEMENT PER DOC. 2017 - 04_;&1565__ REC. 10 -11.1 CONSTRUCTION NOTES: W 2 6° DG BASE DRWY. ...,,,.._ 3g FIRE DEPT. TURN AROUND AREA 5�4 5' HIGH ,...' POST & RAIL FENCE 8" CMU BLOCK WALL PER CITY OF ENCINITAS STANDARD DWG. C -01 6 CONC. DITCH PER D -75, TYPE A 7 8'x25' RIP RAP DISSIPATOR PER D -40, TYPE 1 W/ LEVEL CONCRETE SILL ® EXIST. PAVEMENT TO BE REMOVED 9O EXIST. FENCE TO BE REMOVED 10 Cc ��`E AR ifs 17J 1©_BIO- RETENTION AREA 13 L TYPE HEADWALL PER D -36 14 120' -6" PVC STORM DRAIN 0 1.0% 15 .. ' BROOKS CATCH BASIP: 16 4'x25' RIP RAP PER D -40, TYPE 2, 1.1' THICK MIN. 17 ARENA FENCE 18 3' WIDE U SHAPED CONCRETE DITCH WITH 6" CURBS 19 ROOF GUTTERS; ROOF DRAINGE TO BE ROUTED TO DETENTION BASIN /BIOFILTRATION 20 12'x8'x5'HIGH MASONARY BLOCK TRASH ENCLOSURE WITH SOLID ROOF FOR COVERED MANURE DUMPSTER; 58.5 TW; 6" CONCRETE SLAB; 3250 psi, SLOPED TO BACK TO ENSURE CONTAINMENT 4© 5x5 RIP RAP DISSWATOR PER D -40, TYPE 2, 1.1 THICK MIN. 24 6" PVC STORM DRAIN CLEANOUT WITH REMOVABLE CAP AT GRADE ■® — EXIST. TRAIL TRAIL EXIST. 30—" RCP \ B MP -1 FLOWLINE PROP 50 k� _ Z a E z nT STREET z C4 o EXIST. HEADWAL F/ T EXIST. PUBLIC h o Q ° RpfESS /0 z TRAIL EASEMENT \1 Z: Q V �l z o / \ W �Oc w m 0 20 40 z o * No C 26671 ' Exp. 3- 31-20' C10- QS' SCALE: 1 " =20' j x OF CAS \FO o °m zo 3 N CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY:. DRAWN BY: E NG DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. CD NS DESCRIPTION: 2.5" BRASS DISC IN THE S.W CORNER PLANS PREPARED UNDER SUPERVISION OF RECOM APP V EROSION CONTROL PLAN FOR: 607 WINDMILL RANCH ROAD 0 o OF CONCRETE PEDESTAL FOR A FIRE HYDRANT HORIZONTAL: 1 " =20" \D - 1 -'! "$ DATE: �11 f WALKER BARN 13469 a LOCATION: ON THE EAST SIDE OF RANCHO SANTA MICHAEL A. WU DERLIN DATE NowaK -G o FE ROAD & 100' S. OF EL CAMINO DEL NORTE VERTICAL: N A R.C.E. NO.: 26671 t Q - / 7 -/ % /& /* %.! APN 264- 172 -31 w • • RECORD FROM: CITY OF ENCINITAS, STA. ENC -20 - oarE oaTE - SHEET 4 OF 4 o DATUM: NAVD88 ELEVATION: 120.564 MICHAEL A. WUNDERLIN EXP.: 3 31 2018