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2012-11314-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 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. 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 "GEOTECHNICAL E TECHNICAL EVALUATION FOR THE BUMANN EMERGENCY ACCESS ROAD, STATIONS 10 +00 TO 27 +00" PREPARED BY GEOSOILS INC. DATED MARCH 31, 2009, AND "DRAFT GEOTECHNICAL UPDATE, PLAN REVIEW, AND STORM WATER INFILTRATION EVALUATION" PREPARED BY GEOSOILS INC. DATED APRIL 7, 2017 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 - Q TH N ONE. HALF (1/2 MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE OU H RS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, A S, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE IT H W H THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER SOILS ENGINEER, E R, 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 11314 -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. DESCRIPTION APPROVED I DATE EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEN AYERS AT (--d58 ) 759 - 3600, 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 APPROV ED DRAINAGE SYSTEM THAT IS DE SIGNED 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. OLIVENHAIN MUNICIPAL WATER DISTRICT GENERAL POTABLE WATER SYSTEM NOTES: 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF 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 DISTRICT'S INSPECTOR. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF 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 SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK 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 DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800 - 227 -2600) 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. (NOTES CONTINUED ON SHEET 2, SEE SHEET 2 FOR LEGEND) BENCHMARK 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 EMPLOYEES W CONTRACTORS' OY WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO B E F A MILIAR 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) 633 -2770. 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 -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 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: 13.870 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 34.730 SOFT ROAD MAINTENANCE INCREASE IN IMPERVIOUS AREA: 20.860 SOFT SEE SHEET 7 IMPERVIOUS AREA REPLACED: 13.870 SOFT RANCHO SANTA FE PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION FIRE PROTECTION DISTRICT SOILS ENGINEER'S CERTIFICATE I, AIM DOXirtJC„�u�e[II CVTS"°AA REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING I 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 MARCH, 2009 ENTITLED GEOTECHNICAL EVALUATION FOR THE BUMANN EMERGENCY ACCESS ROAD, STATIONS 10 +00 TO 27 +00, ENCINITAS, SAN DIEGO COUNTY, CALIFORNIA FOR LENNAR HOMES AND FOR AN UPDATE _DATED MARCH 31 2009. 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 EEN INCORPORATED KjHE�� ING PLANS AND - SPEC(FICATIONS. 5 u. SIGNED: > 8 Y J .je t ti X^ 1 V- . GE o.: A u GE P N, Z / 1 EXP. DATE: 7 w _ JOB #: W.O. 5865 -A -SC •Q % 25 -1 a - O ) GEOSOILS, INC. D ?tib t 1 2fe, /2 1 1 t11 12 1 AND 3 f 3i/09 "ro :Nop. � 5741 PALMER WAY CARLSBAD, CA 92010 (760) 438 -3155 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: `_ _ DATE: 5,Mn Z01 7 BARRY L. MUNSON SAN DIEGUITO ENGINEERING 462 STEVENS AVENUE SUITE 305, SOLANA BEACH, CA. 92075 858 345 -1149 RCE 40980 EXPIRES 3 -31 -2017 EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 3.5 H : 1 V MAXIMUM VERTICAL DEPTH OF CUT = 4.5 ' MAXIMUM VERTICAL DEPTH OF FILL = 6.0' TOTAL AREA OF LAND DISTURBANCE = 43.703 S.F. CUT = 2.400* C.Y. FILL = 800 C.Y. EXPORT = 1.600 C.Y. REMEDIAL = 1.500 C.Y. (-f- SCARIFICATION RECOMPACTION IN ROAD AREAS) *INCLUDES REMOVAL OF EXCAVATION TO SUBGRADE (0.75', INCLUDES EXISTING AC AND NATIVE) j� L MUN� � 2 H- G -I% SIGN DATE PLAN NO. 'S6Cq SCALE "AS- BUILT" DESI LOCATION: EASTSIDE EL MONTEVIDEO, 1000' NL'Y FROM INTERSECTION W /PASEO DELICIAS HO NTAL• RECORD FROM: CO. OF S.D.- VERT.CONT. VERT ELEVATION: 270.852 DATUM: NGVD29 (SEE CONVERSION NOTE ON SHEET 2 1 BARRY L. MUNSON DATE r3 t$ DATE PLANS PREPARED UNDER SUPERVISION OF INEERI O/rKim ", , • ir MUNSON BARRY L. • •9'• I I SIGN DATE 0IVIS1014 _ APPROVALS APPROVED: CIiKt5TT PHER L 4006KU DA,% FOR LEGEND, SEE SHEET 2, FOR OWNERS SWPPP STATEMENT AND OMWD NOTES, SEE SHEET 2. N0' I0 i_ II I BMP PROJECT STATUS VIV PRIORITY PROJECT WITH GREEN STREETS (ROAD MAINTENANCE SEE SHEET 7 OLIVENHAIN MUNICIPAL WATER DISTRICT OMWD PROJECT #561145 a;�:J SI J V DATE ENCINITAS FIRE DEPARTMENT CITY OF ENCINITAS OSVELIQP00411 `'SERVICES DEPARTMENT )ING PLAN FOR: PLANNING CASE NO: BUMANN EMERGENCY ACCESS ROAD HCC INVESTORS LLC. APN 264- 101 -27 I_7_:T -11T IU►Le3iL•a 11314 -G SHEET 1 OF 8 \ldato \_Rrojects \4959.01 Bumann Road \CAD Files \4444U6_GP_C0Edwg 20170508 FILE NO. 4959.01 In CA Lo to Lo (\ r�l O z w z O EA Z Ill LLJ Ld 0 W_ E Q i L L�J z CD z w CAMINO CASCADA OWNER BUMANN THE BRIDGES CLUB AT RANCHO SANTA FE, VISTA TIERRA INC. AND RICHARD LEIGH BUMANN AND :SITE s ADELINE ELIZABETH BUMANN, TRUSTEES UNDER THE ADELINE AND RICHARD BUMANN FAMILY TRUST AND, ADELINE BUMANN AND COfaE Lusso RICHARD BUMANN, HUSBAND AND WIFE. CALLE ANA SITE ADDRESS AVE IDA DEL DUDUE M150 CANTON ' BUMANN RD., EMERGENCY ACCESS RD. ENCINITAS, CA LEGAL DESCRIPTION -. -TO ENCINITAS PORTION OF LOT 215 OF MAP 13887 EL OWNER'S CERTIFICATE I THAT A REGISTERED SOILS ENGINEER I (WE) HEREBY CERTIFY H OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. DEL Hwy I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND P<. AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE VICINITY MAP THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF NOT -TO -SCALE HOMAS BRO. PAGE NO. 1148 0 -5 Ap o OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, Qe 322 -1707 & 326 -1707 SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES (LAMBERT COORDINATES) FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC SEMEN.. SIGNATURE: DATE: TH BRIDGES CL AT RAN HO SANTA F INC. SIGNATURE: ATE: RICHARD 110MANN SOILS ENGINEER'S CERTIFICATE I, AIM DOXirtJC„�u�e[II CVTS"°AA REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING I 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 MARCH, 2009 ENTITLED GEOTECHNICAL EVALUATION FOR THE BUMANN EMERGENCY ACCESS ROAD, STATIONS 10 +00 TO 27 +00, ENCINITAS, SAN DIEGO COUNTY, CALIFORNIA FOR LENNAR HOMES AND FOR AN UPDATE _DATED MARCH 31 2009. 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 EEN INCORPORATED KjHE�� ING PLANS AND - SPEC(FICATIONS. 5 u. SIGNED: > 8 Y J .je t ti X^ 1 V- . GE o.: A u GE P N, Z / 1 EXP. DATE: 7 w _ JOB #: W.O. 5865 -A -SC •Q % 25 -1 a - O ) GEOSOILS, INC. D ?tib t 1 2fe, /2 1 1 t11 12 1 AND 3 f 3i/09 "ro :Nop. � 5741 PALMER WAY CARLSBAD, CA 92010 (760) 438 -3155 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: `_ _ DATE: 5,Mn Z01 7 BARRY L. MUNSON SAN DIEGUITO ENGINEERING 462 STEVENS AVENUE SUITE 305, SOLANA BEACH, CA. 92075 858 345 -1149 RCE 40980 EXPIRES 3 -31 -2017 EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 3.5 H : 1 V MAXIMUM VERTICAL DEPTH OF CUT = 4.5 ' MAXIMUM VERTICAL DEPTH OF FILL = 6.0' TOTAL AREA OF LAND DISTURBANCE = 43.703 S.F. CUT = 2.400* C.Y. FILL = 800 C.Y. EXPORT = 1.600 C.Y. REMEDIAL = 1.500 C.Y. (-f- SCARIFICATION RECOMPACTION IN ROAD AREAS) *INCLUDES REMOVAL OF EXCAVATION TO SUBGRADE (0.75', INCLUDES EXISTING AC AND NATIVE) j� L MUN� � 2 H- G -I% SIGN DATE PLAN NO. 'S6Cq SCALE "AS- BUILT" DESI LOCATION: EASTSIDE EL MONTEVIDEO, 1000' NL'Y FROM INTERSECTION W /PASEO DELICIAS HO NTAL• RECORD FROM: CO. OF S.D.- VERT.CONT. VERT ELEVATION: 270.852 DATUM: NGVD29 (SEE CONVERSION NOTE ON SHEET 2 1 BARRY L. MUNSON DATE r3 t$ DATE PLANS PREPARED UNDER SUPERVISION OF INEERI O/rKim ", , • ir MUNSON BARRY L. • •9'• I I SIGN DATE 0IVIS1014 _ APPROVALS APPROVED: CIiKt5TT PHER L 4006KU DA,% FOR LEGEND, SEE SHEET 2, FOR OWNERS SWPPP STATEMENT AND OMWD NOTES, SEE SHEET 2. N0' I0 i_ II I BMP PROJECT STATUS VIV PRIORITY PROJECT WITH GREEN STREETS (ROAD MAINTENANCE SEE SHEET 7 OLIVENHAIN MUNICIPAL WATER DISTRICT OMWD PROJECT #561145 a;�:J SI J V DATE ENCINITAS FIRE DEPARTMENT CITY OF ENCINITAS OSVELIQP00411 `'SERVICES DEPARTMENT )ING PLAN FOR: PLANNING CASE NO: BUMANN EMERGENCY ACCESS ROAD HCC INVESTORS LLC. APN 264- 101 -27 I_7_:T -11T IU►Le3iL•a 11314 -G SHEET 1 OF 8 \ldato \_Rrojects \4959.01 Bumann Road \CAD Files \4444U6_GP_C0Edwg 20170508 FILE NO. 4959.01 In CA Lo to Lo (\ r�l O z w z O EA Z Ill LLJ Ld 0 W_ E Q i L L�J z CD z w OLIVENHAIN MUNICIPAL WATER DISTRICT WATER IMPROVEMENTS IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS; THE OLIVENHAIN MUNICIPAL WATER DISTRICT CURRENT STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATERMAINS & FACILITIES AND THE CURRENT SAN DIEGO REGIONAL STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. IMPROVEMENTS STD. DWG. SYMBOLS QTY. GATE VALVE ADJUSTMENT E -1.1, 1.2 - 4 EA. RELOCATE REDUCED PRESSURE BACKFLOW PREVENTER C -2.1 1 EA WATER DISTRICT GENERAL POTABLE WATER SYSTEM NUED FROM SHEET 1 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4° MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF 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 DISTRICT'S 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 DISTRICT'S REPRESENTATIVE. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 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 OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. FIRE LANE NOTE ONE TWO -SIDED SIGN SHOWN BELOW FOR FIRE LAND POSTING PER CALIFORNIA FIRE CODE AND CALIFORNIA VEHICLE CODE STANDARDS SHALL BE POSTED ON THE WEST END OF BUMANN ROAD, SOUTH SIDE STA 10 +04 AND ONE POSTED ON THE EAST END OF BUMANN ROAD, NORTH SIDE STA 26 +90. THE BOTTOM OF EACH SIGN SHALL BE NO MORE THAN 6 FEET ABOVE FINISHED GRADE AND SHALL BE A MINIMUM OF 17 INCHES BY 22 INCHES IN SIZE (LARGER IF NEEDED). ADDITIONAL SINGLE SIDED SIGNS SHALL BE POSTED FACING TRAFFIC ON EACH SIDE OF ROAD ® 50' INTERVAL. NO STOPPING- EITHER SIDE - FIRE LANE VEHICLES SUBJECT TO CITATION AND TOW AWAY AT OWNER EXPENSE S.D. SHERIFF DEPT. (858)565 -5200 CVC 22658 (A) CVC 22500.1 *NAME AND PHONE NUMBER OF TOWNING COMPANY HERE* VERTICAL DATUM TOPOGRAPHY FOR THIS PROJECT WAS PREPARED USING NGVD29, PER COUNTY OF SAN DIEGO REQUIREMENTS. THE CITY OF ENCINITAS REQUIRES NAVD88, BUT BECAUSE THIS PROJECT IS AN EXTENSION OF A COUNTY PROJECT, NGVD29 IS ACCEPTABLE. THE CONVERSION FROM NGVD29 TO NAVD88 IS +2.157'. ALM6 Q m 181. 40980 ��cIv1\ EROS AO SEDIMENT ®ROLE NOTES SILTATION NOTES: 1. THE SEDIMENT BASINS SHALL BE PROVIDED AT THE LOWER END OF EVERY DRAINAGE AREA PRODUCING SEDIMENT RUNOFF. THE BASINS SHALL BE MAINTAINED AND CLEANED TO DESIGN CONTOURS AFTER EVERY RUNOFF PRODUCING STORM. THE BASINS SHOULD BE SEMI - PERMANENT STRUCTURES THAT WOULD REMAIN UNTIL SOIL STABILIZING VEGETATION HAS BECOME WELL ESTABLISHED ON ALL ERODIBLE SLOPES. 2. SEDIMENTATION BASINS MAY NOT BE REMOVED OR MADE INOPERATIVE WITHOUT PRIOR APPROVAL OF THE COUNTY ENGINEER. 3. SEWER OR STORM DRAIN TRENCHES THAT ARE CUT THROUGH BASIN DIKES OR BASIN INLET DIKES SHALL BE PLUGGED WITH SANDBAGS FROM TOP OF PIPE TO TOP OF DIKE. 4. ALL UTILITY TRENCHES SHALL BE BLOCKED AT THE PRESCRIBED INTERVALS WITH A DOUBLE ROW OF SANDBAGS WITH A TOP ELEVATION, TWO SANDBAGS BELOW THE GRADED SURFACE OF THE STREET. SANDBAGS ARE TO BE LAPPED COURSES. THE INTERVALS PRESCRIBED BETWEEN SANDBAG BLOCKING SHALL DEPEND ON THE SLOPE OF THE GROUND SURFACE, BUT NOT EXCEED THE FOLLOWING: GRADE OF THE STREET INTERVAL LESS THAN 2% AS REQUIRED 2% TO 4% 100 FEET 4% TO 10% 50 FEET OVER 10% 25 FEET 5. AFTER SEWER UTILITY TRENCHES ARE BACKFILLED AND COMPACTED, THE SURFACES OVER SUCH TRENCHES SHALL BE MOUNDED SLIGHTLY TO PREVENT CHANNELING OF WATER IN THE TRENCH AREA. CARE SHOULD BE EXERCISED TO PROVIDE FOR CROSS FLOW AT FREQUENT INTERVALS WHERE TRENCHES ARE NOT ON THE CENTERLINE OF A CROWNED STREET. 6. ALL BUILDING PADS SHOULD BE SLOPED TOWARDS THE DRIVEWAYS AND VELOCITY CHECK DAMS PROVIDED AT THE BASE OF ALL DRIVEWAYS DRAINING INTO THE STREET. 7. PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED GRADED CHANNELS AT THE INTERVALS INDICATED BELOW: INTERVALS BETWEEN GRADE OF CHANNEL CHECK DAMS LESS THAN 3% 100 FEET 3% TO 6% 50 FEET OVER 6% 25 FEET 8. PROVIDE VELOCITY CHECK DAMS IN ALL PAVED STREET AREAS ACCORDING TO RECOMMENDED CRITERIA INDICATED BELOW IN GRAVEL BAG NOTE 1. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF SANDBAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE COUNTY ENGINEER, AND SHALL EXTEND COMPLETELY ACROSS THE STREET OR CHANNEL AT RIGHT ANGLES TO THE CENTERLINE. VELOCITY CHECK DAMS MAY ALSO SERVE AS SEDIMENT TRAPS. 9. PROVIDE A SANDBAG SILT BASIN OR TRAP BY EVERY STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING DRAIN SYSTEM. 10. SANDBAGS AND FILL MATERIAL SHALL BE STOCKPILED AT INTERVALS, READY FOR USE WHEN REQUIRED. 11. ALL EROSION CONTROL DEVICES WITHIN THE DEVELOPMENT SHOULD BE MAINTAINED DURING AND AFTER EVERY RUNOFF PRODUCING STORM, IF POSSIBLE, MAINTENANCE CREWS WOULD BE REQUIRED TO HAVE ACCESS TO ALL AREAS. 12. PROVIDE ROCK RIPRAP ON CURVES AND STEEP DROPS IN ALL EROSION PRONE DRAINAGE CHANNELS DOWNSTREAM FROM THE DEVELOPMENT. THIS PROTECTION WOULD REDUCE EROSION CAUSED BY THE INCREASED FLOWS THAT MAY BE ANTICIPATED FROM DENUDED SLOPES, OR FROM IMPERVIOUS SURFACES. 13. ANY PROPOSED ALTERNATE CONTROL MEASURES MUST BE APPROVED IN ADVANCE BY ALL RESPONSIBLE AGENCIES; I.E., COUNTY ENGINEER, DEPARTMENT OF SANITATION AND FLOOD CONTROL, OFFICE OF ENVIRONMENTAL MANAGEMENT, ETC. GRAVEL BAG NOTES 1. GRAVEL BAGS SHALL BE PLACED ALONG ALL STREET AND DRIVEWAYS BASED UPON THE FOLLOWING FORMULA: GRAVELBAGS SPACING (FEET) = 15 EXAMPLE: 12.00% STREET, 1.5'/0.12= 125 SPACING STREET SLOPE 2. CONTRACTOR SHALL ASSUME RESPONSIBILITY TO PLACE ANY ADDITIONAL GRAVEL BAGS AS NECESSARY BIOSWALE -- -- 3060 SF TO PREVENT SITE EROSION. O5,200 3. SITE HOUSEKEEPING IS TO BE MAINTAINED ON A REGULAR BASIS SUCH AS REMOVING SILT FROM BLM I BLM I ASA PLANS PREPARED UNDER SUPERVISION OF DATE: �� 1t� ICS BARRY L. MUNSON R.C.E. NO.: 40980 BASINS, ADJUSTING /REPLACING SAND BAGS AND ONGOING MATERIAL CLEANUP. 4. STABILIZATION OF SLOPES IS REQUIRED UPON COMPLETION OF SLOPE CONSTRUCTION. (I.E., HYDROSEED 1850 SF PLANTING, PUNCHED STRAW, ETC. 5. CONTRACTOR SHALL HAVE THE OPTION TO UTILIZE AT HIS OR HER DISCRETION GRAVEL BAGS, STRAW BALE DIKE OR SILT FENCE PER DETAILS ON THIS SHEET. OBSTRUCTIONS IN ORDER TO ASSURE PROPER OPERATION. 6. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. OWNER'S SWPPP STATEMENT DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (N01) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED N01 FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO. 11314 -G AND BY SWRCB NO. R9- 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. R9- 2009 -0001. N01 # 937C3557432 THE RIDGES CLUB AT RAN SANTA FE, INC REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESCRIPTION: TOP 1" PIPE LS 2318 LOCATION: EASTSIDE EL MONTEVIDEO, 1000' NL'Y FROM INTERSECTION W /PASEO DELICIAS HORIZONTAL AS NOTED RECORD FROM: CO. OF S.D.- VERT.CONT. ELEVATION: 270.852 DATUM: NGVD29 VERTICAL AS NOTED \1data\- Projects\4959.01 Bumann Road\CAD Files\4444U6_GP_C0E.dwg 20170508 60' PRIVATE ROAD EASEMENT BIOSWALE (SEE DETAIL) 4' 24' PAVED WIDTH MIN, ROAD AC PAVEMENT OVER---' APPROVED BASE CUTOFF WALL PER GEOTECH 6" AC BERM PER G -5, TYPE A STA 11 +00 TO STA 13 +90 NOTE AC PAVEMENT STRUCTURAL SECTION SHALL BE BASED ON R -VALUE TEST AND SHALL BE A MINIMUM OF 4 "AC OVER 6" CLASS II BASE SEE SPECIAL NOTE 14 THIS SHEET FOR STRUCTURAL SECTION REQUIREMENTS TYPICAL ROAD SECTION 1 OFF -SITE EMERGENCY ACCESS ROAD STA: 10 +00 TO STA: 17 +50 STA: 18 +90 TO STA: 20 +28 NOT -TO -SCALE 60' PRIVATE ROAD EASEMENT 4' ?4' PAVED WIDTH _IMII` ROAD SEE WALL DITCH DETAIL SHEET 6 RETAINING WALL PER C -2 AC PAVEMENT OVER APPROVED BASE PCC CUTOFF WALL PER GEOTECH NOTE BIOSWALE (SEE DETAIL) AC PAVEMENT STRUCTURAL SECTION SHALL BE BASED ON R -VALUE TEST AND SHALL BE A MINIMUM OF 4 "AC OVER 6" CLASS II BASE SEE SPECIAL NOTE 14 THIS SHEET FOR STRUCTURAL SECTION REQUIREMENTS TYPICAL ROAD SECTION 2 OFF -SITE EMERGENCY ACCESS ROAD WITH WALL STA: 17 +50 TO STA: 18+90 NOT -TO -SCALE ITEM RSD PROPERTY LINE EXISTING CONTOURS FINISH CONTOURS PROPOSED SPOT ELEVATION CUT SLOPE (2:1) FILL SLOPE (2:1) PERVIOUS PAVEMENT /PAVERS NEW PAVEMENT AND REMOVE AND REPLACE AC PAVING, SEE SPECIAL NOTE 14 BELOW PCC CONCRETE SEE SPECIAL NOTE 7 BELOW 6" TYPE A BERM G -5 HYDROSEED SAND BAGS RETAINING WALL C -2, C -4 SEE SPECIAL NOTE 11, BELOW. LODGE POLE FENCE PER DET SHT 8 24" RCP DRAIN PIPE AC SPILLWAY D -22 6" PVC PERFORATED SUBDRAIN 8" PVC DRAIN (UNLESS SHOWN AS 6" ON PLAN OR DETAILS) ENERGY DISSIPATER D -40 DAYLITE LINE NO PARKING SIGN -SEE FIRE LANE NOTE LEFT "PRIVATE ROAD NO OUTLET" SIGN -SEE SPECIAL NOTE 9 BELOW 60 - - -- S4_ 935 LF 32 LF 1 1 EA ---------- -- -- --- 180 LF 360 LF 2 EA O 2 EA NO 2 EA 6,524 SF � BIOSWALE -- -- 3060 SF 27,830 SF O5,200 SF CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR: BUMANN EMERGENCY ACCESS ROAD HCC INVESTORS LLC. APN 264 - 101 -27 PLANNING CASE NO: 09 -054 ADR DRAWING NO. 11314 - G 675 LF BLM I BLM I ASA PLANS PREPARED UNDER SUPERVISION OF DATE: �� 1t� ICS BARRY L. MUNSON R.C.E. NO.: 40980 BARRY L. MUNSON DATE 15,350 SF 000000 1000 EA FILE N0. 4959.01 1850 SF 0.2't 935 LF 32 LF 1 1 EA ---------- -- -- --- 180 LF 360 LF 2 EA O 2 EA NO 2 EA PCC OVER APPROVED BASE, SEE SPECIAL NOTE 5 THIS SHEET. 6" AC BERM PER PERVIOUS PAVEMENT /PAVERS G -5, TYPE A OR PCC (SEE DETAIL SHEET 8) CURB WHERE ADJACENT TO PCC OR NOTE PERVIOUS PAVERS AC PAVEMENT STRUCTURAL SECTION SHALL BE BASED ON R -VALUE TEST AND SHALL BE A MINIMUM OF 4 "AC OVER 6" CLASS II BASE SEE SPECIAL NOTE 14 THIS SHEET FOR STRUCTURAL SECTION REQUIREMENTS TYPICAL ROAD SECTION 4 EMERGENCY ACCESS ROAD WITH WALL CUT SECTION STA: 25+37 TO STA: 27 +02 NOT T Z (a Lli - 0 -SCALE CL " BIOSWALE -- -- 3060 SF 20' APPROVALS RECD APPROVED: STEVE _N'O�WAK CHRIST PHER L. M DOSKU y_ /�'Ig -a I�I o70 /R DATE DAT CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR: BUMANN EMERGENCY ACCESS ROAD HCC INVESTORS LLC. APN 264 - 101 -27 PLANNING CASE NO: 09 -054 ADR DRAWING NO. 11314 - G w BLM I BLM I ASA PLANS PREPARED UNDER SUPERVISION OF DATE: �� 1t� ICS BARRY L. MUNSON R.C.E. NO.: 40980 BARRY L. MUNSON DATE SPECIAL NOTES SHEET 2 OF B 18.5' PAVED WIDTH FILE N0. 4959.01 LC) 0.2't 1. IT SHALL BE THE OWNERS RESPONSIBILITY TO MAINTAIN ALL DRAINAGE SYSTEMS FREE AND CLEAR OF ALL (�J '- OBSTRUCTIONS IN ORDER TO ASSURE PROPER OPERATION. 2. TW AND BW GRADES REPRESENT THE GROUND ELEVATION AT THE BACK AND FRONT OF THE WALL. THE ACTUAL � 2% TOP -OF -WALL AND TOP -OF- FOOTING AND WALL DIMENSIONS TO BE DETERMINED BY THE WALL DESIGNER. 3. THE LOCATION OF INDIVIDUAL UNDERGROUND UTILITY SERVICES, PRIVATE SEWAGE DISPOSAL SYSTEMS, IRRIGATION SYSTEMS AND SATELLITE CABLE TV SERVICES IS NOT KNOWN. THIS INCLUDES BUT IS NOT LIMITED T0; ELECTRIC M (RETAINING SERVICE LINES, GAS TANKS, GAS SERVICE LINES, TELEPHONE SERVICE LINES, WATER SERVICE LINES, CABLE TV WALL LINES, SEPTIC TANKS, LEACH LINES, TIGHT LINES, SEEPAGE PITS, IRRIGATION LINES, SPRINKLERS, VALVES, AND In SATELLITE TV CABLE. THE CONTRACTOR WILL PERFORM THE NECESSARY RESEARCH, MAKE EXPLORATORY I� PER C -2 6" AC BERM PER EXCAVATIONS AND /OR LOCATE THESE SYSTEMS /SERVICES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT PCC OVER APPROVED BASE, G -5, TYPE A OR REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING SEE SPECIAL NOTE 5 THIS SHEET. PCC CURB WHERE SYSTEMS /SERVICES. IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT THESE SERVICES AS PART OF HIS PERVIOUS PAVEMENT PAVERS ADJACENT TO PCC PAVEMENT/ PAVERS PERVIOUS WORK. 4. EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY. CONTRACTOR TO CALCULATE ALL QUANTITIES AS PART OF � (SEE DETAIL SHEET 8) PAVERS HIS BID. I�l 5. ANY PORTION OF THE ROAD THAT IS OVER 14% SHALL HAVE PCC CONCRETE WITH A ROUGH BROOM FINISH �✓ NOTE PERPENDICULAR TO THE PATH OF TRAVEL. 6. ALL ROAD SECTIONS SHALL BE DESIGNED TO MAINTAIN AND SUPPORT THE IMPOSED LOADS OF NOT LESS THAN AC PAVEMENT STRUCTURAL SECTION SHALL BE BASED ON R -VALUE 75,000 POUNDS. CD TEST AND SHALL BE A MINIMUM OF 4 "AC OVER 6" CLASS II BASE 7. AN EMERGENCY ACCESS EASEMENT SHALL BE GRANTED TO THE CITY OF ENCINITAS FOR THE 20' PANHANDLE SEE SPECIAL NOTE 14 THIS SHEET FOR STRUCTURAL SECTION REQUIREMENTS (HCC INVESTORS LLC OWNED) PORTION OF THE ROAD, AND FOR THE TURNOUT ON APN 264- 101 -28. Z 8, NO MATURE TREES OR SENSITIVE HABITAT WILL BE REMOVED AS A RESULT OF PROPOSED ROAD AND TYPICAL ROAD SECTION 3 STORMWATER FACILITES CONSTRUCTION. EMERGENCY ACCESS ROAD WITH WALL 9. "PRIVATE ROAD NO OUTLET" SIGNAGE AS SHOWN ON SHEET 3. r CUT SECTION 10. CLADDING OF ALL EXPOSED FACES OF RETAINING WALLS TO BE EL DORADO STONE (20 %- CUSTOM CASTANZA #350, 40 %- CUSTOM FIELDLEDGE #303, 40 %- MANZANITA CLIFFSTONE W /EXPOSED AGGREGATE GROUT). (, STA: 20 +28 TO STA: 25+37 11. ALL PERFORATRD PIPE SHALL BE ORIENTED WITH THE PERFORATIONS FACING DOWN. FILTER FABRIC AROUND NOT -TO -SCALE PERFORATED PIPE NOT REQUIRED WHERE GRAVEL SIZE EXCEEDS PERFORATION DIAMETER BY A FACTOR OF TWO Z R OR GREATER. A MINIMUM OF 2" OF GRAVEL SHALL BE PLACED BENEATH THE PERFORATED PIPE. WHERE PERFORATED PIPE TRANSITIONS TO SOLID PIPE, A 6" THICK CONCRETE PLUG THAT EXTENDS A MINIMUM OF 6" 20' BEYOND THE TRENCH WALLS SHALL BE CONSTRUCTED TO PREVENT MIGRATION OF WATER IN THE TRENCH. 12. PAVEMENT SECTIONS USING PORTLAND CEMENT CONCRETE (PCC) SHALL CONSIST OF A MINIMUM OF 6 INCH PCC PERVIOUS PLACED OVER SUITABLE SUBGRADE SOILS COMPACTED TO AT LEAST 95% RELATIVE COMPACTION PER ASTM D Z 18.5' PAVED WIDTH PAVEMENT, 1557. PCC SHALL BE 560 -C -3250. PCC PAVEMENT DETAILING SHALL BE PER THE CITY OF ENCINITAS /SAN ry 0.2'f WHERE DIEGO REGIONAL STANDARD DRAWINGS. SUBGRADE PREPARATION SHALL BE PER REFERENCE 2 OF THE GEOTECHNICAL EVALUATION DATED MARCH 31, 2009. Lit SHOWN ON 13. IF A LIMITED AREA IS AVAILABLE FOR THE CONSTRUCTION OF RETAINING WALL SUBDRAINAGE BEHIND THE 2% PLANS RETAINING WALLS, PANEL DRAINS (MIRADRAIN, J -DRAIN OR EQ.), INSTALLED PER THE MANUFACTURERS z GUIDELINES, MAY BE CONSTRUCTED. 14. PRELIMINARY PAVEMENT SECTIONS AND ALTERNATIVES HAVE BEEN PREPARED BY THE GEOTECHNICAL CONSULTANT 0 IN THE REFERENCED REPORTS SHOWN IN GENERAL NOTE 2 ON SHEET 1. ALTERNATIVES FOR RECYCLING /REUSE Z OF THE EXISTING PAVEMENT SECTION IN THE PROPOSED ROAD WERE ALSO PRESENTED. THE CONTRACTOR RETAINING WALL SHALL INCLUDE AS PART OF HIS BID THE ACTUAL SECTION TO BE USED FOR THE ROAD BASED ON THE Lj PER C -3 6 "X16" PCC CUTOFF GEOTECHNICAL CONSULTANTS RECOMMENDATIONS IN THE REFERENCED REPORTS. WALL PER GEOTECH PCC OVER APPROVED BASE, SEE SPECIAL NOTE 5 THIS SHEET. 6" AC BERM PER PERVIOUS PAVEMENT /PAVERS G -5, TYPE A OR PCC (SEE DETAIL SHEET 8) CURB WHERE ADJACENT TO PCC OR NOTE PERVIOUS PAVERS AC PAVEMENT STRUCTURAL SECTION SHALL BE BASED ON R -VALUE TEST AND SHALL BE A MINIMUM OF 4 "AC OVER 6" CLASS II BASE SEE SPECIAL NOTE 14 THIS SHEET FOR STRUCTURAL SECTION REQUIREMENTS TYPICAL ROAD SECTION 4 EMERGENCY ACCESS ROAD WITH WALL CUT SECTION STA: 25+37 TO STA: 27 +02 NOT T Z (a Lli - 0 -SCALE CL z "AS- BUILT" APPROVALS RECD APPROVED: STEVE _N'O�WAK CHRIST PHER L. M DOSKU y_ /�'Ig -a I�I o70 /R DATE DAT CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR: BUMANN EMERGENCY ACCESS ROAD HCC INVESTORS LLC. APN 264 - 101 -27 PLANNING CASE NO: 09 -054 ADR DRAWING NO. 11314 - G w BLM I BLM I ASA PLANS PREPARED UNDER SUPERVISION OF DATE: �� 1t� ICS BARRY L. MUNSON R.C.E. NO.: 40980 BARRY L. MUNSON DATE SHEET 2 OF B FILE N0. 4959.01 OMWD APPROVED CHANGES No. Description Approved by I Date PCC HEADWALL ° FINISH GRADE 6 "TX15 "W PCC HEADWALL SEE TYPICAL ROAD SECTION 1 ON SHEET 2 FOR CROSS - SECTION IN THIS AREA FG SLOPE fi' 6" T X 30" W fi MIN. MIN. PCC HEADWALL ° SUBDRAIN TERMINATION DETAIL STA 11 +10± AND 19 +60f NTS MIh CN m M - 200.00' VC STA = 14 +64.27 VI ELEV = 277.08 A.D. = 11.38 K = 17.58 � I^ CV 0 PROFILE: HORZ. 1 " = 20' VERT. 1 " = 5' 10 N qo r ® o afw , m 00 O o REVISIONS APPROVED x ± ° FINISH GRADE AC--\ I "AS- BUILT" / TOP OF EXIS ING 8" PVC ® T W -- Z N IN .Jw rn �j +oo 0 nv, � EXISTING L BE O `0 OPOSED EP AND +0) w0 af 0 E0 EEN m I EXISTING FENCE TO BE I H n ZARCADES PROPOSED EP AND MISTING r W +5i w Z.-moo Qi.s � w C _ H ED IF Z M 1 L�.I NO BY CONSTRUCTION. ! - EXISTING 5' PAT DAMAGED BY CONST UCTION. Ln T L � Z ( ..mot — a �w� I t 1u co Q�cn 2.50so 1 0 4 ~ Lj s rww XH� m =o — _- - - - - - -- V) Z -- -- - - -- - - - -- - - - - - - - - - - — - - -- - - -- -- -- - -- -- - - -- - - - - - - - - - - - s _ ---- - - - - 1.90% -------- - - - - -- -- -- - - - - -- — ------ - - - - -- -- - - - - --- -- - - - - -- -- --- r; 11+00 5 `� -- __________ _ - - - -- ---------------------------- T 1 1 1 - - - - -- _____ n (O 4' MiN TOP OF EXISTING 8" PVC 3.21% WATER PER MAIN EXT. 227 Q / 1 t ME 10 +00 1 1 I I 1 I 1 t I - I I 11+00 12 +00 13 +00 14 +00 H 10 +00 — - - -_— — - — -- — - -V J-- - - - - -- 1 -1 — -- _ \2 +00 \� 13 +00 �� A 14 +00 �� ,1 11 15 +00 I �� 1 I 1 L3 I —1 00 I 5 / -- �.---------- - - - - -- - -- - -_— _ - - - -_ = �J � — L r 1 1 —W -- i 6 I I + . rrV (Q • ^ \ (v \ � \ �W W W W W ♦ W W W y' W 1' O W .Y ,p J' y, - - — 3 — — W i •y — W — y W •Y W W W W y y ry W W W W W W W W W W W W 'Y nj F W P ^ � a � y— W - - 3 i s i � —_W ----------------- - �O W W co - -- - - -- --- ---- - ° - - -- ----------- - --° -- - --------- - ----------- - - - - -- ----- - - - - -- d 0 1 1 7 ro - f _ 1 z Lz LI ' A .S 0 10 Lr°° X\a 10 1 7 ti269 x/11 i — — — — — — — — — — — — — — — — ° — — — — - -- - - - - -- -- - -- __ EXISTING 40' WATER EASEMENT IN FAVOR OF OMWD PER DOC i No. 2002 - 0084538, RECORDED< ��� CO i JANUARY 31, 2002. N 2 12 I I rV -APN 264 - 101 -25 -- i 10 - ZARCAD - - - -- #4C�i6" OC 6„ CONSTRUCTION NOTES: BOTH WAYS 6„ 4" AC _ O CONSTRUCT BIOSWALE PER DETAIL, SHEET 6. ® FOR OFFSITE IMPROVEMENTS IN THIS AREA, SEE 12954 -G. ? %� O2 DRIVEWAY CONSTRUCTION PER GRADING PLAN 12954 -G. O CONSTRUCT DRIVEWAY UNDERDRAIN PER DETAIL THIS SHEET. — 0 6 "SDR -35 (PERFORATED) SUB - DRAIN. SEE DETAIL ON SHEET 6. 10 GRADING IN THIS AREA PER 12954 -G, SHT 2. 8, - -- - --- _------ ---- -- EXISTING WATERLINE 1 REVISIONS APPROVED Y ---------- - - - - - - -- BENCH MARK SCALE "AS- BUILT" L2 144.57 N89 °27'04 "E -- ® Lu T N89 °27'04 "E a � EXISTING L BE O `0 OPOSED EP AND APN 264 - 101 -24 EXISTING TRAIL BET EEN m I EXISTING FENCE TO BE I H n ZARCADES PROPOSED EP AND MISTING m W Q _ Q REPAIRED IF DAMAGED N 2002 - 0084554, RECORDED FENCE TO BE REPAI ED IF Z M 1 L�.I Ln NO BY CONSTRUCTION. JANUARY 31, 2002. - EXISTING 5' PAT DAMAGED BY CONST UCTION. Ln T L HORNE TO REMAIN III Q�cn 1 0 W�_ Ln _- - - - - - -- -- -- - - -- - - - -- - - - - - - - - - - — - - -- - - -- -- -- - -- -- - - -- - - - - - - - - - - - s _ ---- - - - - -------- - - - - -- -- -- - - - - -- — ------ - - - - -- -- - - - - --- -- - - - - -- -- --- r; 11+00 5 `� -- __________ _ - - - -- ---------------------------- e 1 1 1 1 1 - - - - -- _____ n (O 10 +00 — - - -_— — - — -- — - -V J-- - - - - -- 1 -1 — -- _ \2 +00 \� 13 +00 �� A 14 +00 �� ,1 11 15 +00 I �� 1 I 1 L3 I —1 00 I 5 / -- �.---------- - - - - -- - -- - -_— _ - - - -_ = �J � — L r 1 1 —W -- i 6 I I + . rrV (Q • ^ \ (v \ � \ �W W W W W ♦ W W W y' W 1' O W .Y ,p J' y, - - — 3 — — W i •y — W — y W •Y W W W W y y ry W W W W W W W W W W W W 'Y nj F W P ^ � a � y— W - - 3 i s i � —_W ----------------- - �O W W co - -- - - -- --- ---- - ° - - -- ----------- - --° -- - --------- - ----------- - - - - -- ----- - - - - -- d 0 1 1 7 ro - f _ 1 z Lz LI ' A .S 0 10 Lr°° X\a 10 1 7 ti269 x/11 i — — — — — — — — — — — — — — — — ° — — — — - -- - - - - -- -- - -- __ EXISTING 40' WATER EASEMENT IN FAVOR OF OMWD PER DOC i No. 2002 - 0084538, RECORDED< ��� CO i JANUARY 31, 2002. N 2 12 I I rV -APN 264 - 101 -25 -- i 10 - ZARCAD - - - -- #4C�i6" OC 6„ CONSTRUCTION NOTES: BOTH WAYS 6„ 4" AC _ O CONSTRUCT BIOSWALE PER DETAIL, SHEET 6. ® FOR OFFSITE IMPROVEMENTS IN THIS AREA, SEE 12954 -G. ? %� O2 DRIVEWAY CONSTRUCTION PER GRADING PLAN 12954 -G. O CONSTRUCT DRIVEWAY UNDERDRAIN PER DETAIL THIS SHEET. — 0 6 "SDR -35 (PERFORATED) SUB - DRAIN. SEE DETAIL ON SHEET 6. 10 GRADING IN THIS AREA PER 12954 -G, SHT 2. 8, - -- - --- _------ ---- -- EXISTING WATERLINE NTS REVISIONS APPROVED C) ---------- - - - - - - -- BENCH MARK SCALE "AS- BUILT" L2 144.57 N89 °27'04 "E -- ® Lu T N89 °27'04 "E 0 EXISTING 40' WATER EASEMENT IN I H I I ftf FAVOR OF OMWD PER DOC No. Q _ Q I I W 2002 - 0084554, RECORDED F- 1:2 I I W JANUARY 31, 2002. APN 264 - 101 -26 EXISTING 5' PAT 1 I; z HORNE TO REMAIN III 1 0 THE MODIFICATION OR REMOVAL OF SWPC FACILITIES WITHOUT A PERMIT FROM THE CITY IS PROHIBITED. 1 � 1 W 1 O QROF Slpy9 1 �_ L Mb� �Fyc r) N EXISTING 8" PVC WATER MAIN PER MAIN EXT. 227. CONTRACTOR TO POTHOLE 1 1 81 LF 8" PVC C -905 � � 5 1/2" PCC I ® IN THIS LOCATION PRIOR TO STARTING WORK AND PROTECT IN PLACE. OVER BASE NOTE: , N0. 40980 12 DAYLIGHT SUBDRAIN INTO SWALE IN THIS LOCATION, SEE 3' SHALLOW PRIVATE WATER LATERALS s Q SUBDRAIN TERMINATION DETAIL, THIS SHEET. CONCRETE SHALL BE O EXISTING SEWER MANHOLE, CONTRACTOR TO ADJUST TO GRADE IF REQUIRED. 560 -C -3250 N EXIST WITHIN THE PRIVATE ROAD 9j Clyli. �a 13 CONSTRUCT SPILLWAY PER ALTERNATE SECTION B -B, RSD EASEMENT, LOCATION UNKNOWN. F OF CA \`i © EXISTING METER BOXES TO BE PROTECTED IN PLACE. D -22, HAND PLACE /FORM AC 6" MINIMUM OVER OUTLET 6" SDR -35 SUBDRAIN CONTRACTOR TO CONTACT Ms. GRAPHIC SCALE USE NON- PERFORATED PERKINS AT (858) FOR O 18" WIDE BY 12" THICK ROCK SPLASH PAD PER COUNTY OF SAN DIEGO PIPE. PIPE UNDER STRUCTURE LOCATION INFORMATION 756 -3451 AND SHALL 0 10 2D 4D sD GREEN STREET (DRAFT) DESIGN STANDARD GS -2.6b, LENGTH VARIES, PROTECT IN PLACE IF POSSIBLE. IF (TYP.), PROVIDE 1.5' OPENING IN A.C. DIKE WITH BULLNOSE ENDS, SEE DRIVEWAY UNDERDRAIN REQUIRED, COORDINATE RELOCATION DETAIL ON SHEET 8. SECTION A -A WITH Ms. PERKINS. (IN FEET DESCRIPTION: TOP 1" PIPE (LS 2318) LOCATION: EASTSIDE EL MONTEVIDEO, 1000' NL'Y FROM INTERSECTION W /PASEO DELICIAS HORIZONTAL 1 =20 RECORD FROM: CO. OF S.D.— VERT.CONT. ELEVATION: 270.852 DATUM: NGVD29 VERTICAL 1 " =5' (SEE CONVERSION NOTE ON SHEET 2 ) \1data \_Projects \4959.01 Eumann Road \CAD Files \4444U6_GP_C0F.dwg 20170508 BARRY L. MUNSON DATE L ) CENTERLINE CURVE /LINE TABLE CURVE /LINE LENGTH NTS REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE "AS- BUILT" L2 144.57 DESCRIPTION: TOP 1" PIPE (LS 2318) LOCATION: EASTSIDE EL MONTEVIDEO, 1000' NL'Y FROM INTERSECTION W /PASEO DELICIAS HORIZONTAL 1 =20 RECORD FROM: CO. OF S.D.— VERT.CONT. ELEVATION: 270.852 DATUM: NGVD29 VERTICAL 1 " =5' (SEE CONVERSION NOTE ON SHEET 2 ) \1data \_Projects \4959.01 Eumann Road \CAD Files \4444U6_GP_C0F.dwg 20170508 BARRY L. MUNSON DATE L ) CENTERLINE CURVE /LINE TABLE CURVE /LINE LENGTH BEARING /DELTA RADIUS L1 278.26 S88 °26'34 "E C1 37.20 2 °06'22" 1012.00 L2 144.57 N89 °27'04 "E L3 139.97 T N89 °27'04 "E w n FAI w Q 1 inch = 20 ft. C L z APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF DATE:4-Q- IS BARRY L MUNSON R.C.E. NO.: 40980 REXO �' APPROVED: �BUMANN ST CHRISiTOO iEER L. MA OSKU + L��" lzogd�R� DATE DATE GRADING PLAN FOR: EMERGENCY ACCESS ROAD HCC INVESTORS LLC. APN 264 -101 —27 PLANNING CASE NO: 09 -054 ADR 11314 - G z ED- w SHEET 3 OF 8 FILE N0. 4959.01 SEE TYPICAL ROAD SECTION 1 ON SHEET 2 FOR CROSS- SECTION IN THIS AREA SEE TYPICAL ROAD SECTION 2 ON SHEET 2 FOR CROSS- SECTION IN THIS AREA SEE TYPICAL ROAD SECTION 1 ON SHEET 2 FOR CROSS- SECTION IN THIS AREA WATER PER MAIN EXT. 227 I 16 +00 17 +00 18 +00 A UNPAVED DISTURBED AREAS APN 264 - 101 -29 A APN 264- 101 -28 TO BE SURFACED HEERS i HEERS W /4,, DG. a - - - - - - 1 - - - - - - - - - - - -- ----°- -A - - - - -- - - - - - -- 3M 00 oa - -- 00 O n O N M M d M 7 3 O I ra r7 I1 - - -- - --- - - -- \� - - - - -- - -_ -__ �__- -- I 10 - °---- ° - - - - -- ------ �_� - -- -- 314 - ==T- I �2 I � T I i I� I� I� i It I� I' 4 STA 16 +00 MATCHLINE _ -'SEE SHEETS 0 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. REVISIONS I APPROVED DATE LOW P INT ELEV = 308.55 LOW P INT STA = 20 +08.86 PVI STA = 20 +09.18 P ELEV = 307.88 K = 18.63 99.96' VC :. 4 Z co 0 O o) 0 � pOj O + + w � N a� a V) 0 0 SEE TYPICAL ROAD SECTION 3 ON SHEET 2 FOR CROSS- SECTION IN THIS AREA 308.55 L.P. m PROFILE: HORZ. 1 " = 20' VERT. 1 " = 5' O W + Ld 1_11� Q W i- Ld 0 f 1E: 0 GRADE J 20 +00 2 FINISH Z PERVIOUS C) + L PAVERS OR F- N V U STA 21 +00 a PAVEMENT Ln HIGH POINT ELEV = 311.00 M MATCHLINE L L n nl l,� k S SEE SHEET 5 I HIGH POINT STA = i8 +66.05 ko � PVI STA = 16 +48.83 + � �`�0 / /�i� PVI STA = 18 +43.45 r m 00 00 r moo P PVI ELEV 302.63 PVI EL V = 312.30 PER DETAIL ON SHEET 6 A. D. - -- - -- - -_ -------- - - - -a ® A.D. _ -7.64 c� n n v - ®® -- S K = 1.08 n E K 19.64 6 "X24" PCC FLUSH Q QD - - - - -- w - - -- o _ w 100.0 0, CURS /CUT FF WALL I 316 150. O' VC -��- ( ( 20 x30' PRIVATE ROAD VC - _ ' - -- f I P o % ( ( E EA EMENT PER °- `- ® - ° - -- I I m OD to 0 n a',, (0 ° n 00 'r ' . M o + Lo 00 06 + O Pto r7 IW r .. N . .. M + ui M -. . Ld > > > r U > U > W m m M w > m m W ; w Lv T y2: Ld F O La wwoa � 0 ao M ° 4.97% + W 0 Lj waa 0 Ld 00 I- z XDO0)c+O V) J W 2 Q WATER PER MAIN EXT. 227 I 16 +00 17 +00 18 +00 A UNPAVED DISTURBED AREAS APN 264 - 101 -29 A APN 264- 101 -28 TO BE SURFACED HEERS i HEERS W /4,, DG. a - - - - - - 1 - - - - - - - - - - - -- ----°- -A - - - - -- - - - - - -- 3M 00 oa - -- 00 O n O N M M d M 7 3 O I ra r7 I1 - - -- - --- - - -- \� - - - - -- - -_ -__ �__- -- I 10 - °---- ° - - - - -- ------ �_� - -- -- 314 - ==T- I �2 I � T I i I� I� I� i It I� I' 4 STA 16 +00 MATCHLINE _ -'SEE SHEETS 0 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. REVISIONS I APPROVED DATE LOW P INT ELEV = 308.55 LOW P INT STA = 20 +08.86 PVI STA = 20 +09.18 P ELEV = 307.88 K = 18.63 99.96' VC :. 4 Z co 0 O o) 0 � pOj O + + w � N a� a V) 0 0 SEE TYPICAL ROAD SECTION 3 ON SHEET 2 FOR CROSS- SECTION IN THIS AREA 308.55 L.P. m PROFILE: HORZ. 1 " = 20' VERT. 1 " = 5' O W + Ld 1_11� Q W i- Ld 0 f 1E: 0 GRADE J 20 +00 2 FINISH Z PERVIOUS C) + L PAVERS OR F- N V U STA 21 +00 a PAVEMENT W u� I T DO 2000 - 0049629 O D AT D 01/31/2000 3oj 9 s �c T - - - -- - -- 9 L4 N - - j ii w1- L-W' - -± -°a' --- ° "- -_ - -W- -W I - - -- ' \ -� -- -- "c- �4-a--- -- .r- '�-• =- W 1 I 3 - - - - -- -.. �rmrrrr r - - __ --------- _ - °r rr 19 +00 / / N �-`� _� _ -I 1 ELECTRIC EMER ENCY f rrr r r r- rr °- r - - - -- --- - - -- -- -- - - - - - -- �/ - ON ♦° r r r r rrrrrr �� /i _ _ _ SENSOR AND K OX KEY i i 20 +00 i { ACCESS GATE ITH OPTIC (� `4� =�1.r ♦ l --- °- °----- -------- _.rrrrrr_r r - r_-- r_ r r ° -- --- - °-- T s - - - -'- rrr rrr r --- �' - - - -- - ___ __ rrr r rr - ______ __ rr rr r! r a F- Q' _ I - - - - - - ---- - - - - -- - l - -- -- - -- -- - -- SWITCH SEE G TE NOTE 2 _ -- �_______________ _______ ON SHEET 7) P R GATE - - ® -® - ® - - ® ®- -' -- -L-- O NOTES AND DE AILS ON 6 7 8 SHEET 7. A S PARATE PROPOSED 4" AC O N Y a I BUILDING PER IT SHALL BE EXISTING WATERLINE Q OVER 6" CONCRETE { a0 I ¢ z O co OBTAINED FOR THIS i % I 0 TRASH TRUCK I p i i m a I STRUCTURE AND w TURNAROUND i � w z o o 0 I wwz °0 i Orn o + Ld I APN 264- 101 -26 W/ COLD r w 60'x43', W COLD x o i ,_ of o 0 HORNE > w EXISTING 30' WATER EASEMENT IN JOINTS EVERY 10' i 0 z¢ i Q rn 0 `� Z b Q FAVOR OF OMWD PER DOC No. IN 2 DIRECTIONS I aQ I + F 1 1 2002- ORDED WITHIN OMWD ¢ w w - N I JANUARY 31, 2002. EASEMENT. 0 < < U < NV) V m CONSTRUCTION NOTES: NOTE: A 0 EXISTING 1" IRRIGATION REDUCED PRESSURE BACKFLOW PREVENTER TO ® DAYLIGHT SUBDRAIN INTO SWALES AT THIS LOCATION, SEE SUBDRAIN SHALLOW PRIVATE WATER LATERALS EXIST WITHIN THE PRIVATE ROAD BE RELOCATED OUTSIDE OF EXISTING PAVEMENT AREA AND REMAIN WITHIN TERMINATION DETAIL ON SHEET 3. EASEMENT, LOCATION UNKNOWN. CONTRACTOR TO CONTACT Ms. PERKINS AT EASEMENT PER OMWD STD DWG C -2.1. 9 (858) 756 -3451 FOR LOCATION INFORMATION AND SHALL PROTECT IN PLACE EXISTING METER BOX AND BOLLARDS TO BE PROTECTED IN PLACE OR TOP OF FOOTING TO BE 6" MIN BELOW PERVIOUS PAVEMENT PAVER O / IF POSSIBLE. IF REQUIRED, COORDINATE RELOCATION WITH Ms. PERKINS. O SECTION. ADJUST TO GRADE. 10 SEE WALL DITCH DETAIL ON SHEET 6. O3 ADJUST VALVE MAR AND BLOWOFF TO GRADE QROFESS /plq ® EXISTING SEWER MANHOLE, CONTRACTOR TO ADJUST TO GRADE IF REQUIRED, O CONSTRUCT LODGE POLE FENCE PER DETAIL ON SHEET 8. © CONSTRUCT BIOSWALE PER DETAIL ON SHEET 2. O7 EXISTING 8" PVC WATER MAIN PER MAIN EXT. 227. CONTRACTOR TO POTHOLE IN \ ,t L M11 ca m Z m NO. 40980 s� Q CENTERLINE CURVE /LINE TABLE CURVE /LINE LENGTH BEARING /DELTA RADIUS C2 90.26 91 °57'56" 56.23 L4 157.70 S1 °25'00 "W C3 22.86 6 °32'53" 200.00 C4 22.86 6 °32'53" 200.00 L5 111.38 S1 °25'00 "W C5 55.83 91'23'58" 35.00 L6 37.11 S89 °58'59 "E FA Z Q Cn 9j C I V I V F OF CA1,\l THIS LOCATION PRIOR TO STARTING WORK AND PROTECT IN PLACE. CL z REFERENCES DATE BENCH MARK SCALE "AS- BUILT" LM APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. Crl DESCRIPTION: TOP 1" PIPE LS 2318 w LOCATION: EASTSIDE EL MONTEVIDEO, 1000' PLANS PREPARED UNDER SUPERVISION OF RECO ��� °°: APROVED� GRADING PLAN FOR: w a� r BUMANN EMERGENCY ACCESS ROAD 11314 - G z NL'Y FROM INTERSECTION W /PASEO DELICIAS HORIZONTAL 1' =20' BARRY L. MUNSON DATE DATE: 'IZ'I� ( HCC INVESTORS LLC. c� RECORD FROM: CO. OF S.D.- VERT.CONT. ST E NOWAK CHRIST HyE�R L. GDOSKU w ELEVATION: 270.852 DATUM: NGVD29 VERTICAL 1 =5 BARRY L. MUNSON R.C.E. NO.: 40980 C21/12e�'� %o20 /Ff APN 264- 101 -27 (SEE CONVERSION NOTE ON SHEET 2) DATE DATK PLANNING CASE NO: 09 -054 ADR SHEET 4 OF 8 \1data\_Projects\4959.01 Bumann Road\CAD Files\4- 444U6_GP_C0E.dwg 20170508 FILE N0. 4959.01 19 +00 2 20 +00 2 21+00 s o k STA 21 +00 Ln M MATCHLINE L L n nl l,� k S SEE SHEET 5 I Ln a L ko � ++ + + � �`�0 / /�i� M M + r m 00 00 r moo P PERVIOUS PAVE ENT /PAVERS PER DETAIL ON SHEET 6 - -- - -- - -_ -------- - - - -a ® I I S STA. 20 +68 TO STA. 21 +00 c� n n v - ®® -- S STA. 20 +68. 0 n E EC STA 20 +62.89 � �.• 6 6 "X24" PCC FLUSH Q QD - - - - -- w - - -- o _ w CURS /CUT FF WALL 316 _ ' I - -��- ( ( 20 x30' PRIVATE ROAD _ ' - -- f I P o % ( ( E EA EMENT PER °- `- ® - ° - -- I I D AT D 01/31/2000 3oj 9 s �c T - - - -- - -- 9 L4 N - - j ii w1- L-W' - -± -°a' --- ° "- -_ - -W- -W I - - -- ' \ -� -- -- "c- �4-a--- -- .r- '�-• =- W 1 I 3 - - - - -- -.. �rmrrrr r - - __ --------- _ - °r rr 19 +00 / / N �-`� _� _ -I 1 ELECTRIC EMER ENCY f rrr r r r- rr °- r - - - -- --- - - -- -- -- - - - - - -- �/ - ON ♦° r r r r rrrrrr �� /i _ _ _ SENSOR AND K OX KEY i i 20 +00 i { ACCESS GATE ITH OPTIC (� `4� =�1.r ♦ l --- °- °----- -------- _.rrrrrr_r r - r_-- r_ r r ° -- --- - °-- T s - - - -'- rrr rrr r --- �' - - - -- - ___ __ rrr r rr - ______ __ rr rr r! r a F- Q' _ I - - - - - - ---- - - - - -- - l - -- -- - -- -- - -- SWITCH SEE G TE NOTE 2 _ -- �_______________ _______ ON SHEET 7) P R GATE - - ® -® - ® - - ® ®- -' -- -L-- O NOTES AND DE AILS ON 6 7 8 SHEET 7. A S PARATE PROPOSED 4" AC O N Y a I BUILDING PER IT SHALL BE EXISTING WATERLINE Q OVER 6" CONCRETE { a0 I ¢ z O co OBTAINED FOR THIS i % I 0 TRASH TRUCK I p i i m a I STRUCTURE AND w TURNAROUND i � w z o o 0 I wwz °0 i Orn o + Ld I APN 264- 101 -26 W/ COLD r w 60'x43', W COLD x o i ,_ of o 0 HORNE > w EXISTING 30' WATER EASEMENT IN JOINTS EVERY 10' i 0 z¢ i Q rn 0 `� Z b Q FAVOR OF OMWD PER DOC No. IN 2 DIRECTIONS I aQ I + F 1 1 2002- ORDED WITHIN OMWD ¢ w w - N I JANUARY 31, 2002. EASEMENT. 0 < < U < NV) V m CONSTRUCTION NOTES: NOTE: A 0 EXISTING 1" IRRIGATION REDUCED PRESSURE BACKFLOW PREVENTER TO ® DAYLIGHT SUBDRAIN INTO SWALES AT THIS LOCATION, SEE SUBDRAIN SHALLOW PRIVATE WATER LATERALS EXIST WITHIN THE PRIVATE ROAD BE RELOCATED OUTSIDE OF EXISTING PAVEMENT AREA AND REMAIN WITHIN TERMINATION DETAIL ON SHEET 3. EASEMENT, LOCATION UNKNOWN. CONTRACTOR TO CONTACT Ms. PERKINS AT EASEMENT PER OMWD STD DWG C -2.1. 9 (858) 756 -3451 FOR LOCATION INFORMATION AND SHALL PROTECT IN PLACE EXISTING METER BOX AND BOLLARDS TO BE PROTECTED IN PLACE OR TOP OF FOOTING TO BE 6" MIN BELOW PERVIOUS PAVEMENT PAVER O / IF POSSIBLE. IF REQUIRED, COORDINATE RELOCATION WITH Ms. PERKINS. O SECTION. ADJUST TO GRADE. 10 SEE WALL DITCH DETAIL ON SHEET 6. O3 ADJUST VALVE MAR AND BLOWOFF TO GRADE QROFESS /plq ® EXISTING SEWER MANHOLE, CONTRACTOR TO ADJUST TO GRADE IF REQUIRED, O CONSTRUCT LODGE POLE FENCE PER DETAIL ON SHEET 8. © CONSTRUCT BIOSWALE PER DETAIL ON SHEET 2. O7 EXISTING 8" PVC WATER MAIN PER MAIN EXT. 227. CONTRACTOR TO POTHOLE IN \ ,t L M11 ca m Z m NO. 40980 s� Q CENTERLINE CURVE /LINE TABLE CURVE /LINE LENGTH BEARING /DELTA RADIUS C2 90.26 91 °57'56" 56.23 L4 157.70 S1 °25'00 "W C3 22.86 6 °32'53" 200.00 C4 22.86 6 °32'53" 200.00 L5 111.38 S1 °25'00 "W C5 55.83 91'23'58" 35.00 L6 37.11 S89 °58'59 "E FA Z Q Cn 9j C I V I V F OF CA1,\l THIS LOCATION PRIOR TO STARTING WORK AND PROTECT IN PLACE. CL z REFERENCES DATE BENCH MARK SCALE "AS- BUILT" LM APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. Crl DESCRIPTION: TOP 1" PIPE LS 2318 w LOCATION: EASTSIDE EL MONTEVIDEO, 1000' PLANS PREPARED UNDER SUPERVISION OF RECO ��� °°: APROVED� GRADING PLAN FOR: w a� r BUMANN EMERGENCY ACCESS ROAD 11314 - G z NL'Y FROM INTERSECTION W /PASEO DELICIAS HORIZONTAL 1' =20' BARRY L. MUNSON DATE DATE: 'IZ'I� ( HCC INVESTORS LLC. c� RECORD FROM: CO. OF S.D.- VERT.CONT. ST E NOWAK CHRIST HyE�R L. GDOSKU w ELEVATION: 270.852 DATUM: NGVD29 VERTICAL 1 =5 BARRY L. MUNSON R.C.E. NO.: 40980 C21/12e�'� %o20 /Ff APN 264- 101 -27 (SEE CONVERSION NOTE ON SHEET 2) DATE DATK PLANNING CASE NO: 09 -054 ADR SHEET 4 OF 8 \1data\_Projects\4959.01 Bumann Road\CAD Files\4- 444U6_GP_C0E.dwg 20170508 FILE N0. 4959.01 ® EXISTING SEWER MANHOLE, CONTRACTOR TO ADJUST TO GRADE IF REQUIRED, O CONSTRUCT LODGE POLE FENCE PER DETAIL ON SHEET 8. © CONSTRUCT BIOSWALE PER DETAIL ON SHEET 2. O7 EXISTING 8" PVC WATER MAIN PER MAIN EXT. 227. CONTRACTOR TO POTHOLE IN \ ,t L M11 ca m Z m NO. 40980 s� Q CENTERLINE CURVE /LINE TABLE CURVE /LINE LENGTH BEARING /DELTA RADIUS C2 90.26 91 °57'56" 56.23 L4 157.70 S1 °25'00 "W C3 22.86 6 °32'53" 200.00 C4 22.86 6 °32'53" 200.00 L5 111.38 S1 °25'00 "W C5 55.83 91'23'58" 35.00 L6 37.11 S89 °58'59 "E FA Z Q Cn 9j C I V I V F OF CA1,\l THIS LOCATION PRIOR TO STARTING WORK AND PROTECT IN PLACE. CL z REFERENCES DATE BENCH MARK SCALE "AS- BUILT" LM APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. Crl DESCRIPTION: TOP 1" PIPE LS 2318 w LOCATION: EASTSIDE EL MONTEVIDEO, 1000' PLANS PREPARED UNDER SUPERVISION OF RECO ��� °°: APROVED� GRADING PLAN FOR: w a� r BUMANN EMERGENCY ACCESS ROAD 11314 - G z NL'Y FROM INTERSECTION W /PASEO DELICIAS HORIZONTAL 1' =20' BARRY L. MUNSON DATE DATE: 'IZ'I� ( HCC INVESTORS LLC. c� RECORD FROM: CO. OF S.D.- VERT.CONT. ST E NOWAK CHRIST HyE�R L. GDOSKU w ELEVATION: 270.852 DATUM: NGVD29 VERTICAL 1 =5 BARRY L. MUNSON R.C.E. NO.: 40980 C21/12e�'� %o20 /Ff APN 264- 101 -27 (SEE CONVERSION NOTE ON SHEET 2) DATE DATK PLANNING CASE NO: 09 -054 ADR SHEET 4 OF 8 \1data\_Projects\4959.01 Bumann Road\CAD Files\4- 444U6_GP_C0E.dwg 20170508 FILE N0. 4959.01 FA Z Q Cn 9j C I V I V F OF CA1,\l THIS LOCATION PRIOR TO STARTING WORK AND PROTECT IN PLACE. CL z REFERENCES DATE BENCH MARK SCALE "AS- BUILT" LM APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. Crl DESCRIPTION: TOP 1" PIPE LS 2318 w LOCATION: EASTSIDE EL MONTEVIDEO, 1000' PLANS PREPARED UNDER SUPERVISION OF RECO ��� °°: APROVED� GRADING PLAN FOR: w a� r BUMANN EMERGENCY ACCESS ROAD 11314 - G z NL'Y FROM INTERSECTION W /PASEO DELICIAS HORIZONTAL 1' =20' BARRY L. MUNSON DATE DATE: 'IZ'I� ( HCC INVESTORS LLC. c� RECORD FROM: CO. OF S.D.- VERT.CONT. ST E NOWAK CHRIST HyE�R L. GDOSKU w ELEVATION: 270.852 DATUM: NGVD29 VERTICAL 1 =5 BARRY L. MUNSON R.C.E. NO.: 40980 C21/12e�'� %o20 /Ff APN 264- 101 -27 (SEE CONVERSION NOTE ON SHEET 2) DATE DATK PLANNING CASE NO: 09 -054 ADR SHEET 4 OF 8 \1data\_Projects\4959.01 Bumann Road\CAD Files\4- 444U6_GP_C0E.dwg 20170508 FILE N0. 4959.01 \1data\_Projects\4959.01 Bumann Road\CAD Files\4- 444U6_GP_C0E.dwg 20170508 FILE N0. 4959.01 -- PROFILE: SEE TYPICAL ROAD SECTION 3 ON SHEET 2 SEE TYPICAL ROAD SECTION 4 ON SHEET 2 HORZ. 1 n = 20 FOR CROSS- SECTION IN THIS AREA FOR CROSS- SECTION IN THIS AREA VERT. 1 " = 5 2.70% - FINISH GRADE PCC FINISH GRADE °0 130.00' V PERVIOUS P VERS OR ul I PERVIOUS PAVEMENT + ' N I _ Q LOW POINT El EN 284.01 LOW POINT STA = 26 +29.55 M PVI STA = 25--93.23 N I 06 PVI ELEV 282.52 oo rn U t O ry n A.D. = 21.9 + 0 Q t9 N 0) K= 6:0 co 00 I Q - I _ W w W (n W Ld m m U- i FINISH GRADE 13CC (n 766 SEE SPECIAL IN OTE 5, >- O W o ON SHEET 2. i O W M _ ao FINISH GRADE to +_ a_o PERVIOUS N a "> + (D °o PAVERS OR -1 PAVEMENT- 290 - - . . . PERVIOUS N N m m 284.9 1 L.P. N W ui Q Ld (� __ ..... N__. 4320X' 260.00' VC HIGH POINT-ELEV = 314.84 7- 22 +00 HIGH POINT STA = 22+87.54 PVI STA = 23 +81.28 Z PVA.D. -1913 86 EXISTING G OUND r 320 320 K 13.42 Oro D w o °~ NVI _. N. Z.. ZU..Q . Z Qo Fo as PROPOSED 300 00 U 300 _ rn o Z Z RETAINING WALL fD :m Luu) 00 W Z o EXISTING GROUND a w v +� co U o0 o to c� a � Nom �o �a_I cn /� 215® �0oo CNw L � 28 v 280 EXISTING GROUND cn a N IN 23 +00 24 +00 25 +00 26 +00 27 +00 260 41.00 LF OF 24" USE RIP RAP DISSIPATER O W 1 0 +00 RCP ® 11.12% 0 +50 PER SDRSD D -40, TYPE 1, , W=15.0% L= 12.0', T =5.4' O Z Q Ioo = 10.70 CFS WITH 2 TON ROCK AND + J - W V100= 16.9 FPS TYPE B FILTER BLANKET ' w OVER LOWER LAYER OF SAND EXISTING EMERGENC ACCESS EASEMENT Q U " TO THE 'CITY OF E CINITAS H Z �1 STORM DRAIN PROFILE A Q Q PER DOC. NO. 201 - 0342296 Z N I- 1 W SCALE: 1 " =20' / RECORDED JUNE 3 , 2015 STA 26 +18 "49 PER IOUS Z V) W LL 1 (n / PROPOSED 24" RCP PAVE ENT /PAVERS ta.l SEE SHEET 5 STA. +36 TO END LL a' o c STORM DRAIN ROFILE "A" OF CO TRUCTION ® �- 1 x' V AT LEFT Z ROPOSED P C CONCRETE ST v=ia U 24 +88 TO ST 26 +42 W/H VY N BROOM FINIS PERPENDICU + ° 1 o a EXISTING EMERGENCY ACCESS EASEMENT on c� p N `9' o h co p �� TO THE PAT OF TRAVEL "� ° °� o o to r i PERVIOU �° TO THE CITY OF ENCINITAS + ,;Qq'or3`� 3 279;7 1E ro� Q + n. N N 1^ ---- - - - - -- -- N z h// p Q 'i - N Um N N Iml P - ETAtL ON SHEET 6 / ^� N 264 101 =28 M v /i /i g // // APN 264 101 27 RECORDED_____ HEERS Q THE 'BRID S CLUB 3 3 04 r ' STA. 21+00 TO STA. 23 +55 9 ------- - - - - -- 4 c a C- >M AT RANCH SANTA F£ 1 C =2 C cn (0 C) cl? n c� C -2 C -4 C -2 i � 22 +00 � 23 +00 24 +00 S � I \ 25 +00 21tOO X26 +00 --- °-- - ° - - - r �- 1- -- -° , N -` ®-e- - - - s ®® ems® _��- ® ®e ®e ®�- ___e ___-® _ y - - APN 264 -10 02 0 ^� v PROPOSED 6' LACK VINYL COATED `D BUMA po° h SUBDIVISION 2 g 2 0 i - - -° 1 ^ n a � CHAIN LINK NCE TO MATCH FENCE" �pQ h Qp BOUNDARY �Q G� L$ 7 7 �� "ip � V. ALONG B GES. WESTERLY BOUNDARY v Q. , �' c lb 1 \ FOR H HT AND STYLE EXCEPT ` ' 4 $k� -- 2' ST 6 +29.55 <v HE TO BE 4' FROM STATION 8 SPILL Y PER I - 0 +50t TO STA 24 +75t. FINAL PROP SED CONCRETE 275.0 IE SDRSD D 2, 9 ' 1 _ LOCATION TO BE APPROVED BY STA 3 +55 TO STA MODIFIEID 2 IDE PROPERTY OWNER. 26+ 6, SEE CROSS 8 1 NOTE: A SEC ION SHEET 2 TA 27+01.84 Cl OF S E INITAS BOUNI 1 SHALLOW PRIVATE WATER LATERALS EXIST , RIP RAP DISSAPATOR PER SDRSD D 0 .0 00 O WITHIN THE PRIVATE ROAD EASEMENT, LIMIT OR CONTINUATI 1 2 %I o TY E 1, MIN W= 7 +.0', L= 10.0', T -5.4' SEE IM OVEMENT PLA N (- LOCATION UNKNOWN. CONTRACTOR TO TG =284.7 i SINGLE o p �o W H 2 TON ROCK A D TYPE B FILTE TM -5270 O 1 W 1 CONTACT Ms. PERKINS AT (858) TYPE G" INLET TOP OFDDI�� ��O ��. 756 -3451 FOR LOCATION INFORMATION PCC WEIR EL= 285.00 PER RSD D -8 NKET OVER LOW R LAYER OF SA D. + + W 1 AND SHALL PROTECT IN PLACE IF w"/pQ /��Qti �- 4100 = 14.1 cfs, exit =18.4;f /s 1 POSSIBLE. IF REQUIRED, COORDINATE / -- ------ ��Q " % CONSTRUCTION NOTES: Q 1 W RELOCATION WITH Ms. PERKINS. ! SPILLWAY PER j 1 W QROFESS /oy SDRSD D -22 TYPE SINGLE INLET 0 CONSTRUCT FIRE DEPARTMENT TURNOUT, 8' WIDE, © DAYLIGHT 4" PVC SDR -35 INTO D -22. � I co �``�`% � L ki q�F GRAPHIC SCALE 40' LONG WITH 25' WINGS y tic 6 "X16" PCC WEIR PER RSD D -8 0 6" PVC SDR -35 PERFORATED PIPE. o io zo ao so W 1" CHAMFER 281 3 ® CONSTRUCT LODGE POLE FENCE PER DETAIL ON SHEET 8. AT TOP IF- 8 6" PVC SDR -35 NON- PERFORATED PIPE. 6„ PVC PIPE O5 CONSTRUCT TYPE G" INLET PER RSD D -8, OUTLET PIPE 0 J SECTION B -B TO BE 8" SDR -35 PVC 0 1% MIN, SEE DETAILS THIS � TOP OF FOOTING TO BE 6" MIN. BELOW ( IN FEET PLAN - AGRATE DETAILS NTS WEIR CROSS SECTION Q -A SHEET. PERVIOUS PAVEMENT /PAVER SECTION CENTERLINE CURVE /LINE TABLE CURVE /LINE LENGTH BEARING /DELTA RADIUS L7 602.84 S89 °58'59 "E N0. 40980 01 V IV F of CAU\Eo 1 inch - ft. CL REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE "AS- BUILT" APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING N0. DESCRIPTION: TOP 1 PIPE (Q-2318) PLANS PREPARED UNDER SUPERVISION OF RECD APPROVED: GRADING PLAN FOR: LOCATION: EASTSIDE EL MONTEVIDEO, 1000' / BUMANN EMERGENCY ACCESS ROAD NL'Y FROM INTERSECTION W /PASEO DELICIAS HORIZONTAL 1"=20' BARRY L. MUNSON DATE �� ��gj U' 11314 - /± V RECORD FROM: CO. OF S.D.- VERT.CONT. DATE: ST NOWAK CHRISTO HER L. MA OSKU HCC INVESTORS LLC. ELEVATION: 270.852 DATUM: NGVD29 VERTICAL 1 =5 BARRY L. MUNSON R.C.E. NO.: 40980 /E' 7 -�� -/g p APN 264 -101 -27 SEE CONVERSION NOTE ON SHEET 2 DATE DAT � PLANNING CASE N0: 09 -054 ADR SHEET Jr OF U: \1data \_Projects \4959.01 Bumann Road \CAD Files \4444U6_GP_C0E.dwg 20170508 FILE N0. 4959.00 -Y LO N LO Ln Ln Q0 O z w z 0 wLd Ld Z Z 0 W 0 LLJ t� Q V) Iw z cn z w w z c� z w g N w I 4" PVC SDR -35 Fa- I PERFORATED SUBDRAIN Z Q PAVERS AND DEEPENED VOID FILLER - 1/8" TO 3/8" 6" 8" STA 26 +18.49 PER IOUS Z I CURB ARE TO BE (NO. 8) ARREGATE IN VOIDS PROPOSED 24" RCP PAVE NT PAVERS, w U- MAINTAINED BY OWNER SEE SHEET 5 STA. +36 TO END ELECTRIC EMERGENCY ACCESS GATE ORCO AQUA -BRIC TYPE 1 (OR STORM DRAIN ROFILE "A" OF CO TRUCTION O I WITH OPTICON SENSOR AND KNOX EQUIVALENT) OR PAVEMENT W/ 6" I DEEPENED G -1 CURB AT LEFT > Z KEY SWITCH (SEE GATE NOTE 2 ON MIN. 3/8" VOID (i O SHEET 7) PER GATE NOTES AND BEDDING COURSE - 2" THICK OF - 4 MIN. ROPQSED P CONCRETErST Ja ® I DETAILS ON SHEET 7. a 3 1 8" TO 3 8" NO. 8 AGGREGATE 4 +88 TO ST 26+42 W/H VY N o _j I / / ( ) ROOM FINIS PERPENDICU + ° u` O ° - - - - _ _ - - - _ CHOKER COURSE - 4" THICK OF 3 8" " 0 THE PAT OF TRAVEL N rCOi a, a00 I - - / 3 279.7 IE m N Q + o: w N N a �TO 1 /2" (NO. 57) CRUSHED ROCK N N �- co N N` tl II °I PCC OR APC AND APN 264 101 -27 q p r� N It II M I REINFORCING -THE BRID S CLUB 3 w m 3� r m PER RSD -D -75 AT RANCH SANTA FE m ~ m i MIN. 6" THICK OF 3/4" (NO. 2) CRUSHED ROCK v to v C -2 C C -2 WALL DITCH DETAIL STA 17 +50 TO 18 +90 NOT TO SCALE SEC ION SHEET 2 cj TA 27 +01.84 Cl OF C� z REVISIONS APPROVED DATE REFERENCES Ln 4' MIN SCALE RIP' RAP DISSAPATOR TY T, PER SDRSD D- 0 s 0 E INITAS`BOUNDAR LIMIT OR CONTiNUATI et 1 o0 : to I �.�r' 8$ INSTALL MIRAFI HP 570 FABRIC OR EQUIVALENT �• cv c, �� 375 SF \ \ DETAIL, r' 1 TG BROOKS No 2424 DESCRIPTION: TOP 1 PIPE LS 2318 LOCATION: EASTSIDE EL MONTEVIDEO, 1000' � SOIL SUBGRADE NOTE: VOIDS /VOID FILLER AS SHOWN ABOVE L- 10.0', T =5.4' PLANS PREPARED UNDER SUPERVISION OF SEE IM OVEMENT PLA i Lo 2 w , ` \� W H 2 TON ROCK A D TYPE B FILTE TM -5270 (� 1 I__ 1 PERVIOUS PAVER DETAIL ONLY APPLICABLE TO PERVIOUS PAVERS. 3:7 BTM =278.7 NL'Y FROM INTERSECTION W /PASEO DELICIAS HORIZONTAL N/A FLOW BARRY L. MUNSON DATE R LAYER OF SA D. '° 11314 - G C z NOT TO SCALE Qr �o> o G g� ' -_e 2 6 , _ = I !F \ W' F5 '_ Al ! 28O I 6 -. 5'X5'X1.25' No 2 BACKING RIP RAP, NOTES: � �� � -___„ BARRY L. MUNSON R.C.E. NO.: 40980 �� ! 2' ST 6 +29.55 �� I S R OVER MIRAFI 140 -N ALL AGGREGATE MUST BE CLEAN WASHED AND FREE OF FINES SAND SILT, ETC. CLEAN/ WASHED ) � � $ -- PERFORATIONS DOWN SPILL Y PER SEE CONVERSION NOTE ON SHEET 2 SLOPEDING QR EQUAL THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED PROP SED CONCRET F�' 275.O:IE SDRSD D 2, _ _I I: _ - 6T ,3 �L �S " _ -� � EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE STA 3 +55 TO STA - -_ �S FILE N0. 4959.01 MODIFIED 2 IDE I �� c NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED 26+ 6, SEE CROSS < 275 8 "X30 "X48" �'�9Sc �y ° ° ° ° SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED 1 i ° I 6 PCC / OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING ° WALL DITCH DETAIL STA 17 +50 TO 18 +90 NOT TO SCALE SEC ION SHEET 2 cj TA 27 +01.84 Cl OF C� z REVISIONS APPROVED DATE REFERENCES Ln 4' MIN SCALE RIP' RAP DISSAPATOR TY T, PER SDRSD D- 0 s 0 E INITAS`BOUNDAR LIMIT OR CONTiNUATI et 1 o0 : to I �.�r' 8$ 279.6 TG 276.1 I.E. DRAWING NO. c, �� 375 SF \ \ DETAIL, 1' MIN TG BROOKS No 2424 DESCRIPTION: TOP 1 PIPE LS 2318 LOCATION: EASTSIDE EL MONTEVIDEO, 1000' 1' MIN E MIN W =7,0', L- 10.0', T =5.4' PLANS PREPARED UNDER SUPERVISION OF SEE IM OVEMENT PLA i Lo 2 w W H 2 TON ROCK A D TYPE B FILTE TM -5270 (� 1 I__ 1 aC� \ 3:7 BTM =278.7 NL'Y FROM INTERSECTION W /PASEO DELICIAS HORIZONTAL N/A FLOW BARRY L. MUNSON DATE NKET OVER LO R LAYER OF SA D. HCC INVESTORS LLC. 11314 - G C z LEVEL PORTION RECORD FROM: CO. OF S.D.- VERT.CONT. t' MIN V ST NOW CHRISTO HER L. MA OSKU Q100 - 14.1 cfs, exit =18.4 f/s '_ I 28O 4:1 28 / SIDE ��' NOTE BARRY L. MUNSON R.C.E. NO.: 40980 /AK �/ �b _�p CIS PERFORATIONS DOWN 7.3 FL SEE CONVERSION NOTE ON SHEET 2 SLOPEDING SDE TO INSPECT BIORETENTION BASIN AND OUTLET WORKS DURING CONSTRUCTION. t10 ° ° ° PLANNING CASE NO: 09 -054 ADR SHEET 6 OF 8 U:\Idata\_Projects\4959.01 Bumann Road \CAD Files \4444U6_CP_COEdwg 20170508 1 W ' FL- 27 - -_ �S FILE N0. 4959.01 SPECIAL INSPECTION OF ALL POST - CONSTRUCTION BIORETENTION BASINS BY THE ENGINEER OF RECORD ° ° ° ° Ln 275 8 "X30 "X48" OR ANOTHER LICENSED CIVIL ENGINEER ARE REQUIRED AT THE FOLLOWING STAGES. PROGRESS PICTURES ° ° ° ° 1 i ° 6 PCC / OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING ° I SEE BASIN TO EXTEND 6 ",/ STAGES: ° FLOW I OVERFLOW DETAIL, MIN BELOW GRAVEL ° 1 I 275.0 FL THIS SHEET 1. BASIN EXCAVATION MIRAFI 140 -N OUTFACE PIPE FLOW 2. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HMP ORIFICE, ETC. No. 2 BACKING OR EQUAL BIOSWALE PLANTING: TOLERANT PLANTING SUITABLE 6' PVC 3. PLACEMENT OF GRAVEL LAYER 4. PLACEMENT OF ENGINEERED SOIL LAYER MIN. 4" DIA, SWI 2000 BUFFALO GRASS (BY S AND S SEED 805 - 684 -0436 ASK 5. FINAL BASIN GRADING CONSTRUCTION NOTES: PARKWAY TRAFFIC GRATE IE IN FLOW 6. FINAL COMPLETED BASING WITH VEGETATION ESTABLISHED BASIN OVERFLOW CHANNEL 0 BROOKS N 2424 WITH PARKWAY GRATE 8" SDR -35 FG FLANGE & NOT TO SCALE o. OUTLET PIPE. SEE HYDROMOD FACILITY OUTLET DETAIL, C� z REVISIONS APPROVED DATE REFERENCES Ln THIS SHEET. ORIFICE DIAMETER = 0.3 ". SCALE CATCH BASIN tJLM APPROVALS CITY ®F ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. c, t�2 CONSTRUCT 375 SF BIORETENTION FACILITY PER DETAIL, TG BROOKS No 2424 DESCRIPTION: TOP 1 PIPE LS 2318 LOCATION: EASTSIDE EL MONTEVIDEO, 1000' PLANS PREPARED UNDER SUPERVISION OF RECO APPROVED: GRADING PLAN FOR: BUMANN EMERGENCY ACCESS ROAD Lo THIS SHEET. w Lf) NL'Y FROM INTERSECTION W /PASEO DELICIAS HORIZONTAL N/A FLOW BARRY L. MUNSON DATE u DATE: Q2_ l SUBDRAIN HCC INVESTORS LLC. 11314 - G C z RECORD FROM: CO. OF S.D.- VERT.CONT. V ST NOW CHRISTO HER L. MA OSKU APN 264- 101 -27 4" PERFORATED PIPE I VERTICAL N A BARRY L. MUNSON R.C.E. NO.: 40980 /AK �/ �b _�p PERFORATIONS DOWN SEE CONVERSION NOTE ON SHEET 2 t10 DATE DATE PLANNING CASE NO: 09 -054 ADR SHEET 6 OF 8 U:\Idata\_Projects\4959.01 Bumann Road \CAD Files \4444U6_CP_COEdwg 20170508 ORIFICE PLATE FILE N0. 4959.01 Ln 3.33' SEE DETAIL THIS 9 SHEET FLOW DEEP ROOTED, DENSE, DROUGHT OUTFALL PIPE, OUTFACE PIPE FLOW BIOSWALE PLANTING: TOLERANT PLANTING SUITABLE 6' PVC SDR -35 MIN. 4" DIA, SWI 2000 BUFFALO GRASS (BY S AND S SEED 805 - 684 -0436 ASK FOR WELL DRAINED SOIL CL IE IN FLOW PARKWAY FLANGE & FLOW ORIFICE TRAFFIC ORIFICE PLATE FOR JIM CULLEY OR APPROVED ) EQUAL 2 LBS. PER 1000 SQ FEET BROOKS No 2424 W /PARKWAY GRATE 12 >, GRATE CONNECTION WIDTH VARIES 3' -4' u RETENTION AREA SHALL BE SUBDRAIN PLAN VIEW LEVEL AND DEPRESSED A �� BOTTOM 4" PERFORATED PIPE O z MINIMUM OF 16" FROM THE o 2 " -3" HARDWOOD MULCH PERFORATIONS DOWN 6" AMENDED SOIL SURROUNDING GRADE �cb� w ^ ai vo CD O SECTION a UNLY PERFORATED PIPE suRFP� 18" MIN. ENGINEERED SOIL CONNECTION TO BOX. Atk 18" MIN. $ 24"x24" ter ° " *SEE NOTE BELOW 0 Z Ei BROOKS BOX 2" TO 3" OF 3/8" GRAVEL BIORETENTION BASIN OUTLET DETAIL ROAD 2% --- NOT TO SCALE ® ®�® 4 PCC CUTOFF WALL. MINIMUM ( i _� MIN. -- �® v' 3 4" CRUSHED ROCK / BEDM NT OF 24", '1 -- -- -- --- - - - - -- ___ // g� DEEP BY 1 % t� GEOTECH IN THE FIELD � " LLJ OUTLET 6" PVC PIPE 4" SDR -35 PVC PERFORATED ORIFICE PLATE MIN SQUARE DIMENSIONS ` �\ LjJ TO RIP -RAP PIPE. SEE HYDROMOD FACILITY t.0 FT GREATER THAN PIPE DIA. MIN " ( 6 TYP ) OUTLET DETAIL BELOW RIGHT. HOT -DIP GALVANIZE PLATE AFTER 3" (TYP) ° HOLES HAVE BEEN DRILLED ° % PLACE NORTH cZ BIORETENTION FACILITY PLANT LIST � ° ` r� AMERICAN GREEN C350 Z 0 0 \ '� TURF REINFORCEMENT W *BIORETENTION "ENGINEERED SOIL "LAYER SHALL BE MINIMUM 24 "DEEP "SANDY LOAM "SOIL MIX WITH NO BOTTOM OF SWALE NOTE MAX OUTFLOW PIPE \. MATERIAL OR APPROVED MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD \� y EQUIVALENT MULCH, AND 20 -30% TOPSOIL. 70% FESTUCA CALIFORNIA FESCUE -PLUGS 12" O.C. ORIFICE PLATE & FLANGE CONNECTION 0.30" ORIFICE DIAMETER (DIA) �� -ice. P, CALIFORNIA I 30% JUNCUS SP, CAIFOR RUSH -PLUGS C�D12" O.C. SIDES OF SWALE TO CONCRETE SHALL BE FITTED WITH o �__ 3/8" GRAVEL 2" DEPTH TYP. _ _ - 30 DUROMETER NEOPRENE RING. 20% ARCTOSTAPHYLOS GRANDULOSA SSP. CRASSIFOLIA, DEL MAR MANZANITA 5' O.C. 3/8" DIA HOLE (TYP) CLASS 2 PERM OR 3/4" CRUSHED ROCK BIORETENTION /INFILTRATION BASIN DETAIL 20% CEANOTHUS GLORIOSUS ' O.C.HORIZONTALIS' O.C., CARMEL CREEPER 7' O.C. i6" DEPTH TYP. 0 NOT TO SCALE 12% ENCELIA CALIFORNICA, CALIFORNIA ENCELIA 4' O.C. 6" PVC SDR -35 (PERFORATED) SUBDRAIN Lv 12% ERIOGONUM FASCICULATUM, CALIFORNIA BUCKWHEAT 3' O.C. (DO NOT PLANT FLOW CONTROL ORIFICE PLATE BIO(ZWALE 0 ESS /pp 0 WITHIN 100' O.C. OF A STRUCTURE) 3' O.C. NOT TO SCALE NTS ��O L M y c 12% MUHLENBERGIA RIGENS, DEERGRASS 5' O.C. m� V U fyym Z 12% PENSTEMON HETEROPHYLLUS, FOOTHILL PENSTEMON 3' O.C. Q 12% SALVIA CLEVELANDII, CLEVELAND SAGE 4' O.C. (DO NOT PLANT WITHIN 100' NO. 40980 0 O.C. OF A STRUCTURE) In CI V1V of CALVE C� z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE "AS- BUILT" tJLM APPROVALS CITY ®F ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. c, DESCRIPTION: TOP 1 PIPE LS 2318 LOCATION: EASTSIDE EL MONTEVIDEO, 1000' PLANS PREPARED UNDER SUPERVISION OF RECO APPROVED: GRADING PLAN FOR: BUMANN EMERGENCY ACCESS ROAD w z NL'Y FROM INTERSECTION W /PASEO DELICIAS HORIZONTAL N/A BARRY L. MUNSON DATE u DATE: Q2_ l �SCL HCC INVESTORS LLC. 11314 - G C z RECORD FROM: CO. OF S.D.- VERT.CONT. V ST NOW CHRISTO HER L. MA OSKU APN 264- 101 -27 w ELEVATION: 270.852 DATUM: NGVD29 VERTICAL N A BARRY L. MUNSON R.C.E. NO.: 40980 /AK �/ �b _�p SEE CONVERSION NOTE ON SHEET 2 DATE DATE PLANNING CASE NO: 09 -054 ADR SHEET 6 OF 8 U:\Idata\_Projects\4959.01 Bumann Road \CAD Files \4444U6_CP_COEdwg 20170508 FILE N0. 4959.01 TEMPO O PUBLIC 3 w TRAVELED WAY NOTE: ALL EXPOSED SOIL SURFACES SHALL BE HYDROSEEDED WITH A DROUGHT TOLERANT MIX. PRIORITY STORMWATER TREATMENT AND HMP FACILITIES TO BE MAINTAINED BY: 'FTA i 17+-O,o- EXISTING GROUND I 14'MIN. 7— PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC TRAVELED WAY. ® STABILIZED CONSTRUCTION ENTRANCE CONTRACTOR IS RESPONSIBLE TO ENSURE SHEET FLOW IS MAINTAINED ACROSS FLOW BARRIERS. 1. SET STAKES AND EXCAVATE A 6 BY 6 IN (15 BY 15 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE{ OF STAKES. 10' MAX I 6 IN (15 CM) 2. ATTACH THE FILTER FABRIC TO THE WOOD 3. BACKFILL AND COMPACT THE STAKES AND EXTEND IT A MIN. OF 6" DEEP EXCAVATED SOIL. AND 6" ACROSS THE BOTTOM OF THE TRENCH. WOOD STAKE R GRAVEL BAGS OVERLAP nh ITA ni i0D GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WITH ENDS OVERLAPPED ® GRAVEL BAGS 6 IN (15 CM) COARSE AGGREGATE FLOW I ^( (A) (B) L= DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION 24 IN (61 CM) CM) 1 ":� GRAVEL BAGS PER SC -4, SC -6 000000oco APN OWNER RECORDED ON AS DOC NO.# HYDROSEEDING, PLANTING, GEOTEXTILES, MATS W W W 264 -101 -25 NZCOLL ZARCADES Cl- 10.19 10IL-by97009 & FIBER ROLLS PER SS -2, SS -3, SS -4, & SS -7. W W W 264- 101 -26 RICHARD L. BUMANN AND ADELINE E. BUMANN 4 - /1 -/A 1019. 01846y /O __, OFFSITE THE BRIDGES CLUB AT RANCHO SANTA FE STABILIZED CONSTRUCTION ENTRANCE PER TC -1. INLET PROTECTION PER SC -10. ROAD TO BE MAINTENANCE BY: rTm Ms APN OWNER RECORDED ON AS DOC NO.# MATERIAL DELIVERY AND STORAGE AREA PER WM -1 264- 101 -26 RICHARD L. BUMANN AND ADELINE E. BUMANN 44 -/1 -19 1019- o /46HOif SOLID WASTE MANAGEMENT PER WM -5 264- 101 -27 THE BRIDGES CLUB AT RANCHO SANTA FE 4 -/1 -/8 ` 10/5- o1440ci HAZARDOUS WASTE MANAGEMENT PER WM -6 zh SANITARY WASTE MANAGEMENT WM -9 WM -g CONCRETE WASTE MANAGEMENT PER WM -8 NOTE: SEE SHEET 2 FOR ADDITIONAL SILT FENCE, GRAVEL BAGS OR FIBER ROLL, AS REQ'D a 0 a 0 0 0 EROSION CONTROL NOTES. WM -3 STOCKPILE MANAGEMENT REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESCRIPTION: TOP 1 PIPE LS 2318 LOCATION: EASTSIDE EL MONTEVIDEO, 1000' NL'Y FROM INTERSECTION W /PASEO DELICIAS HORIZONTAL 1 " =40' RECORD FROM: CO. OF S.D.- VERT.CONT. ELEVATION: 270.852 DATUM: NGVD29 VERTICAL N/A (SEE CONVERSION NOTE ON SHEET 2 ) \ldato\_Projects\4959.01 Bumann Road\CAD Files\4444U6_GP_C0E.dwg 20170508 "AS- BUILT" BARRY L. MUNSON DATE PLANS PREPARED UNDER SUPERVISION OF RECD DATE: +12 -1 ob STEVE / ,NO,,W,,AK BARRY L. MUNSON R.C.E. NO.: 40980 DATE THE MODIFICATION OR �E TEMPORARY GRAVEL BAG CHECK DAM o REMOVAL OF SWPC z FACILITIES WITHOUT A z PERMIT FROM THE CITY i IS PROHIBITED. r EARTHEN RIDGE C) FILL SLOPE 0 Z ® UNLINED SWALE & BERM w Z C7 �Q QROf ESS /O, Z LaJ yQ I L Mp4� Fyc/ 8" DIA. FIBER N0. 40980 ROLLS, EMBED IN VARIABLE SLOPE SOIL 2' TO 4" PER qlF CI�1l ��� —� CASQA SE -5 OF CAL\\ \ / W 314" X 314" WOOD STAKES, MAX a r 4' SPACING, 12" MIN BELOW - GRAPHIC SCALE FIBER ROLL, PER CASQA SE -5 20 ao 60 160 0 FIBER ROLL V) ( IN FEET) w 1 inch = 40 ft. Q CL z APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. APPROVED: GRADING PLAN FOR: ww BUMANN EMERGENCY ACCESS ROAD 11314 - G z CHRISTO HER L MA 0SKU HCC INVESTORS LLC. Lz aoua ��� APN 264 - 101 -27 DATE PLANNING PLANNING CASE NO: 09 -054 ADR SHEET 7 OF S FILE N0. 4959.01 CHAIN LINK FENCE MAY OCCUR u ► ::1 TUBULAR STEEL ELECTRIC GATES SOLID 3/4" PICKETS ASPHALT VEHICULAR ENTRY GATE N TS TWISTED 3/4" PICKETS GATE CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL GATES AND EQUIPMENT PRIOR TO CONSTRUCTION. OWNER TO SELECT COLOR. 18 " -24" 24" MIN CONCRETE FLUME WITH ROCK SPLASH PAD STANDARD CURB STREET GUTTER CURB z PER SD RSD G -2 FLOW - -►� N RAIN - GARDEN SPLASH PAD - a COMPACTED SEE NOTE 2 SUBGRADE 6" STROBECOM II Optical Preemption and Priority Control System 1 0GUTTER BENCH GATES AND BARRIERS: DEPRESSION 1. IN THE EVENT OF A POWER FAILURE, THE GATE SHALL BE heading, longitude and latitude information. which requests green light priority through Intersection equipment is programmed with normal controller functions. STROBECOM 11 is an Optical Preemption System designed and engineered to help emergency service professionals reach their destination quickly AUTOMATICALLY TRANSFERRED TO A FAILSAFE MODE an approach map to define corridors for 4. The vehicle control unit monitors turn signals and safely. By communicating with the traffic control system located at each intersection, the approaching emergency vehicles are given a "green" P ALLOWING THE GATE TO BE PUSHED OPEN WITHOUT THE USE w light before entering he intersection, thus creating the ability to move through heavy traffic situations. STROBECOM 11 significantly g g dY g 9 SY increases the OF SPECIAL KNOWLEDGE, EQUIPMENT, OR BATTERY BACK -UP A efficiency of the emergency response teams and allows them to reach SPLASH PAD POWER; THIS SHALL BE NOTED ON THE PLAN. THE MANUFACTURER'S SPECIFICATION SHEET SHOWING THE A a_ METHOD OF EMERGENCY RELEASE OPERATION SHALL BE information that is updated ovary second. This allows each upcoming intersection to phases or add green to the beginning of a phase in order to keep your STREET PROVIDED OR BLUE -LINED DIRECTLY ONTO THE PLAN. The signal from the vehicle also transmits display the appropriate arrangement of green SEE NOTE 2 H vehicle, class and agency ID information as lights to traffic in all directions so that the z OPERABLE BY A KNOX EMERGENCY OVERRIDE KEY SWITCH well as tum signal status. emergency vehicle crosses in the safest and FLOW (WITH DUST COVER). THE KEY SWITCH SHALL BE PLACED 48" most efficient condition possible. M Z - -� FIRESTROBE PRODUCTS PREEMPTION SYSTEM ACCESS GATE WITHIN TWO FEET OF THE EDGE OF THE CLICK 2 ENTER PREEMPTION SYSTEM w ROADWAY. THE KEY SWITCH SHALL BE READILY VISIBLE AND Click2Enter -I takes advantage of state of the art electronics presently being designed into scanner radio technology. BASIC CONCEPT INSTALLATION I M UNOBSTRUCTED. THE KNOX KEY SWITCH MUST BE PLACED IN � � & TESTING SPECIFICATIONS A CONSPICUOUS LOCATION AND CLEARLY LABELED "FIRE to activate gates, bollards, doors, or any security control mechanisms. signal is received optically Complete installation 1. Frequency 14.035 Hz +/- DEPT.' by fine of sight. The range instructions are provided .25 Hz for class 11 signals. 3. FOR ELECTRICALLY OPERATED GATES, THE TYPE OF ® varies with the ambient RAIN For OPTICOM* emitters, REMOTE GATE OPENING DEVICE THAT WILL BE INSTALLED issued radio frequencies by the FCC for their restricted use only. Possession of transmitting devices for non - authorized light and intensity of the / double, quad flash GARDEN personnel is tightly controlled and transmitting on these frequencies is against the law (Federal & State statutes). The strobe emitter. A typical unit to interface with your strobes 140 -170 fpm. DEVICE IS REQUIRED IN ADDITION TO THE KNOX KEY SWITCH. publics right to receive these emergency agency communications is not restricted, thus it is legal to possess emergency range varies from 150 feet gate or access control. 100 % digital. THE REMOTE OPENING SYSTEMS CURRENTLY AVAILABLE FOR STREET to 500 feet. The detector Two dry contacts are also USE BY CITY OF ENCINITAS FIRE DEPARTMENT ARE EITHER FLOW will not allow false operation provided for bi- directional CONCRETE FLUME WITH ROCK SPLASH PAD STANDARD CURB WELD ALL CONNECTIONS & GRIND ALL WELDS SMOOTH. ALL TUBULAR STEEL TO BE FINISHED W/ TWO COATS OF DUNN EDWARDS CORROBAR 43 -5 PRIMER AND FINISHED WITH 2 COATS FAUX RUST. AND GUTTER z PER SD RSD G -2 FLOW - -►� N RAIN - GARDEN SPLASH PAD - a COMPACTED SEE NOTE 2 SUBGRADE 6" STROBECOM II Optical Preemption and Priority Control System 1 0GUTTER BENCH GATES AND BARRIERS: DEPRESSION NOTES: SECTION A -A 1. CURB OPENING DIMENSION SHOWN IS A MINIMUM. CURB CUT SHALL BE SIZED TO CONVEY 85TH PERCENTILE RAINFALL. 2. SPLASH PAD THICKNESS OPTIONS: 12" STONE #2, 4' CONCRETE SLAB, OR PAVER BLOCKS ON 6" AGGREGATE AASHTO #57. DRAWING NOT TO SCALE DRAWN BY_ 1 011 BY:_ RECOMMENDED BY: ,EFT S. MOODY, RE APPROVED BY COUNTY ENGNEFR DATE: DEYLWN SItOUS, P6 R.C.E. NO. 53192, EW 6/3012017 SAN DIEGO COUNTY DESIGN STANDARD CURB CUT WITH SPLASH PAD - 2 DRAWING NUMBER GS-2 "6b yLif N0. 40980 IT CAIN 6 "X6" POSTS KNOX SUB -KEYED SWITCH SURFACE MOUNTED 48" ABOVE FINISH SURFACE. SEE GATE NOTES i ATTACHMENT PER FENCE INSTALLER PRESSURE TREATED POLE POST ?" DIA PRESSURE -D LODGE POLE RAILS VINYL COATED CHAIN -ENCE ATTACHED TO AND RAILS V LINK IN GROUND NOTE:" LOCATION SHOWN ON PLAN IS APPROXIMATE, FINAL INSTALLED LOCATION TO BE DETERMINED BY PROPERTY OWNER PRIOR TO INSTALLATION LODGE POLE FENCE DETAIL NOT -TO -SCALE GATE NOTES: I. GENERAL 1. THE CURRENT APPROVED TYPE OF LOCKING DEVICE IS A KNOX KEY SWITCH (MODEL 3501, 3502, 3503) OR THE WEATHERPROOF PADLOCK (MODEL 3750, 3751, AND 3752). AUTHORIZATION FORMS ARE REQUIRED BY THE KNOX COMPANY AND MAY BE OBTAINED BY CITY. 2. BOTH GATES SHALL BE EQUIPPED WITH THREE KNOX KEY SWITCHES FOR THE FOLLOWING AGENCIES: ENCINITAS FIRE DEPARTMENT, RANCHO SANTA FE DEPARTMENT AND SAN DIEGO SHERIFFS DEPARTMENT. SWITCHES SHALL BE LABELED WITH CORRESPONDING AGENCY NAME. 3. BOTH GATES SHALL PROVIDE OPTICOM SENSORS WITH ONE ON EACH SIDE OF BOTH GATES. II. ELECTRICALLY OPERATED GATES THE DESIGN AND INSTALLATION OF ALL ELECTRICALLY OPERATED GATES SHALL BE IN ACCORDANCE WITH THE FOLLOWING CRITERIA. 1. THE GATE CONTROL SHALL BE OPERABLE BY AN APPROVED EMERGENCY OVERRIDE KEY SWITCH THAT IS A INTEGRAL PART OF THE MECHANISM. IN THE EVENT OF A POWER FAILURE, THE GATE SHALL BE AUTOMATICALLY TRANSFERRED TO A FAIL -SAFE MODE ALLOWING THE GATE TO BE PUSHED OPEN WITHOUT THE USE OF SPECIAL KNOWLEDGE OR EQUIPMENT. 2. BOTH GATES SHALL PROVIDE OPTICOM SENSORS WITH ONE ON EACH SIDE OF BOTH GATES. 3. THE KEY SWITCH SHALL BE LABELED WITH A PERMANENT RED SIGN WITH NOT LESS THAN 1/2" CONTRASTING LETTERS READING "FIRE DEPT" OR A "KNOX" DECAL. 4. A TRANSMITTER- OPERATED GATE SHALL HAVE A KEY SWITCH ON THE RIGHT SIDE OF THE GATES OPENING APPROXIMATELY 48" ABOVE THE ROADWAY SURFACE. IT SHALL BE VISIBLE AND EASILY ACCESSIBLE WITH A LABEL AS SPECIFIED ABOVE. SEE DETAIL LEFT. 5. UPON ACTIVATION OF THE KEY SWITCH, THE GATE SHALL REMAIN OPEN UNTIL RETURNED TO NORMAL OPERATION BY WAY OF THE KEY SWITCH. 6. A 27" MINIMUM UNOBSTRUCTED SETBACK IS REQUIRED FROM A GATE TO THE FIRST RIGHT TURN TO ALLOW FOR APPARATUS CLEARANCE. PREEMPTION SYSTEMS WELD ALL CONNECTIONS & GRIND ALL WELDS SMOOTH. ALL TUBULAR STEEL TO BE FINISHED W/ TWO COATS OF DUNN EDWARDS CORROBAR 43 -5 PRIMER AND FINISHED WITH 2 COATS FAUX RUST. 6 "X6" POSTS KNOX SUB -KEYED SWITCH SURFACE MOUNTED 48" ABOVE FINISH SURFACE. SEE GATE NOTES i ATTACHMENT PER FENCE INSTALLER PRESSURE TREATED POLE POST ?" DIA PRESSURE -D LODGE POLE RAILS VINYL COATED CHAIN -ENCE ATTACHED TO AND RAILS V LINK IN GROUND NOTE:" LOCATION SHOWN ON PLAN IS APPROXIMATE, FINAL INSTALLED LOCATION TO BE DETERMINED BY PROPERTY OWNER PRIOR TO INSTALLATION LODGE POLE FENCE DETAIL NOT -TO -SCALE GATE NOTES: I. GENERAL 1. THE CURRENT APPROVED TYPE OF LOCKING DEVICE IS A KNOX KEY SWITCH (MODEL 3501, 3502, 3503) OR THE WEATHERPROOF PADLOCK (MODEL 3750, 3751, AND 3752). AUTHORIZATION FORMS ARE REQUIRED BY THE KNOX COMPANY AND MAY BE OBTAINED BY CITY. 2. BOTH GATES SHALL BE EQUIPPED WITH THREE KNOX KEY SWITCHES FOR THE FOLLOWING AGENCIES: ENCINITAS FIRE DEPARTMENT, RANCHO SANTA FE DEPARTMENT AND SAN DIEGO SHERIFFS DEPARTMENT. SWITCHES SHALL BE LABELED WITH CORRESPONDING AGENCY NAME. 3. BOTH GATES SHALL PROVIDE OPTICOM SENSORS WITH ONE ON EACH SIDE OF BOTH GATES. II. ELECTRICALLY OPERATED GATES THE DESIGN AND INSTALLATION OF ALL ELECTRICALLY OPERATED GATES SHALL BE IN ACCORDANCE WITH THE FOLLOWING CRITERIA. 1. THE GATE CONTROL SHALL BE OPERABLE BY AN APPROVED EMERGENCY OVERRIDE KEY SWITCH THAT IS A INTEGRAL PART OF THE MECHANISM. IN THE EVENT OF A POWER FAILURE, THE GATE SHALL BE AUTOMATICALLY TRANSFERRED TO A FAIL -SAFE MODE ALLOWING THE GATE TO BE PUSHED OPEN WITHOUT THE USE OF SPECIAL KNOWLEDGE OR EQUIPMENT. 2. BOTH GATES SHALL PROVIDE OPTICOM SENSORS WITH ONE ON EACH SIDE OF BOTH GATES. 3. THE KEY SWITCH SHALL BE LABELED WITH A PERMANENT RED SIGN WITH NOT LESS THAN 1/2" CONTRASTING LETTERS READING "FIRE DEPT" OR A "KNOX" DECAL. 4. A TRANSMITTER- OPERATED GATE SHALL HAVE A KEY SWITCH ON THE RIGHT SIDE OF THE GATES OPENING APPROXIMATELY 48" ABOVE THE ROADWAY SURFACE. IT SHALL BE VISIBLE AND EASILY ACCESSIBLE WITH A LABEL AS SPECIFIED ABOVE. SEE DETAIL LEFT. 5. UPON ACTIVATION OF THE KEY SWITCH, THE GATE SHALL REMAIN OPEN UNTIL RETURNED TO NORMAL OPERATION BY WAY OF THE KEY SWITCH. 6. A 27" MINIMUM UNOBSTRUCTED SETBACK IS REQUIRED FROM A GATE TO THE FIRST RIGHT TURN TO ALLOW FOR APPARATUS CLEARANCE. PREEMPTION SYSTEMS NO. GATE NOTES: TOMAR PREEMPTION SYSTEM 3M OPTICOM PREEMPTION SYSTEM 11314 -G ELECTRICALLY OPERATED 1. Using Department of Defense satellites, the 3. The intersection radio serer the priority request STROBECOM II Optical Preemption and Priority Control System GATES AND BARRIERS: vehicle's GPS unit calculates vehicle speed, to the phase selector in the controller cabinet 1. IN THE EVENT OF A POWER FAILURE, THE GATE SHALL BE heading, longitude and latitude information. which requests green light priority through Intersection equipment is programmed with normal controller functions. STROBECOM 11 is an Optical Preemption System designed and engineered to help emergency service professionals reach their destination quickly AUTOMATICALLY TRANSFERRED TO A FAILSAFE MODE an approach map to define corridors for 4. The vehicle control unit monitors turn signals and safely. By communicating with the traffic control system located at each intersection, the approaching emergency vehicles are given a "green" P ALLOWING THE GATE TO BE PUSHED OPEN WITHOUT THE USE priority control activity. and transmits their status to the intersection. light before entering he intersection, thus creating the ability to move through heavy traffic situations. STROBECOM 11 significantly g g dY g 9 SY increases the OF SPECIAL KNOWLEDGE, EQUIPMENT, OR BATTERY BACK -UP 2. As the oncoming vehicle enters the The system recognizes the activated turn signal efficiency of the emergency response teams and allows them to reach their destinations SAFELY with DECREASED RESPONSE TIMES. POWER; THIS SHALL BE NOTED ON THE PLAN. THE MANUFACTURER'S SPECIFICATION SHEET SHOWING THE intersection's radio range (up to 2500 feet), and relays the priority control forward to the next the vehicle sends speed, heading and position appropriate intersection ahead on the route. STROBECOM 11 is more than just emergency preemption. The same equipment can be used to monitor an intersections timing and extend green METHOD OF EMERGENCY RELEASE OPERATION SHALL BE information that is updated ovary second. This allows each upcoming intersection to phases or add green to the beginning of a phase in order to keep your city's transit vehicles on schedule without significantly upsetting the traffic PROVIDED OR BLUE -LINED DIRECTLY ONTO THE PLAN. The signal from the vehicle also transmits display the appropriate arrangement of green control system. 2. THE GATE CONTROL FOR ELECTRONIC GATES SHALL BE vehicle, class and agency ID information as lights to traffic in all directions so that the STROBECOM II increases safety and convenience, providing a better quality of life for your community. OPERABLE BY A KNOX EMERGENCY OVERRIDE KEY SWITCH well as tum signal status. emergency vehicle crosses in the safest and (WITH DUST COVER). THE KEY SWITCH SHALL BE PLACED 48" most efficient condition possible. ABOVE THE ROADWAY SURFACE AT THE RIGHT SIDE OF THE FIRESTROBE PRODUCTS PREEMPTION SYSTEM ACCESS GATE WITHIN TWO FEET OF THE EDGE OF THE CLICK 2 ENTER PREEMPTION SYSTEM ROADWAY. THE KEY SWITCH SHALL BE READILY VISIBLE AND Click2Enter -I takes advantage of state of the art electronics presently being designed into scanner radio technology. BASIC CONCEPT INSTALLATION TECHNICAL UNOBSTRUCTED. THE KNOX KEY SWITCH MUST BE PLACED IN This modified scannerhadio technology provides public safety agencies with a quick, safe, reliable, and stealthy means The FIRE STROBE 2000 & TESTING SPECIFICATIONS A CONSPICUOUS LOCATION AND CLEARLY LABELED "FIRE to activate gates, bollards, doors, or any security control mechanisms. signal is received optically Complete installation 1. Frequency 14.035 Hz +/- DEPT.' by fine of sight. The range instructions are provided .25 Hz for class 11 signals. 3. FOR ELECTRICALLY OPERATED GATES, THE TYPE OF Public safety agencies, such as Fire Departments, Police/Sheriff Departments, and Arribulance/Rescus Companies are varies with the ambient with the FIRE STROBE 2000 For OPTICOM* emitters, REMOTE GATE OPENING DEVICE THAT WILL BE INSTALLED issued radio frequencies by the FCC for their restricted use only. Possession of transmitting devices for non - authorized light and intensity of the for simple hook -up of the double, quad flash SHALL BE NOTED ON THE PLAN. THE REMOTE OPENING personnel is tightly controlled and transmitting on these frequencies is against the law (Federal & State statutes). The strobe emitter. A typical unit to interface with your strobes 140 -170 fpm. DEVICE IS REQUIRED IN ADDITION TO THE KNOX KEY SWITCH. publics right to receive these emergency agency communications is not restricted, thus it is legal to possess emergency range varies from 150 feet gate or access control. 100 % digital. THE REMOTE OPENING SYSTEMS CURRENTLY AVAILABLE FOR response scanning devices. to 500 feet. The detector Two dry contacts are also USE BY CITY OF ENCINITAS FIRE DEPARTMENT ARE EITHER will not allow false operation provided for bi- directional 2. The FIRE STROBE 2000 OPTICAL OR RADIO - CONTROLLED. OPTICAL SYSTEMS WORK The CIIck2Enter -I combines the scanner /receiver technology with control technology to act as a radio controlled key to open with unwanted signals operation where needed is fully compatible with THE SAME AS THE TRAFFIC SIGNAL PREEMPTION SYSTEM BY access control devices (gates or security control mechanisms), thus allowing public safety agency or any authorized from radio interference the OPTICOM* priority USING THE EMERGENCY VEHICLE'S STROBE LIGHT TO OPEN users immediate access to deal with emergencies as they occur. To activate the CIidQEnter -I the operator must be and/or flashing headlights The photoeya assembly is control emitter. THE GATE. THE RADIO- CONTROLLED SYSTEM OPENS THE proximate to the device, and using short transmission pulses of their radio transceiver (software enabled one or two pulse or loud sounds. typically mounted 8 feet GATE WHEN THE EMERGENCY RESPONDER CLICKS THE made) is all that is required to initiate an instant activationlentry. to 10 feet above the 3. Now with Strobewatch10 RECEIVER ON AN 800 MHZ RADIO. CURRENTLY APPROVED The acquisition time from street level and is aimed programmable for double GATE OPENING SYSTEMS INCLUDE: The CIick2Entsr - -I uses technology that is inherent in most all radio broadcast equipment and adapts this technology to the emitter light source to for optimal strobe signal. and quad fas h, vehicle - 3M OPTICOM work as a control mechanism. We increase the security of the Clidc2Enter - -I by requiring a verification of the FCC assigned the discriminate module is [A total of (2) photoeye mounted strobes. - CLICK2ENTER carrier frequency and the agency assigned sub - audible communication (private line code). So it takes two separate approximately .5 seconds. assemblies may be used). These are usually found - FIRE STROBE ACCESS PRODUCTS, INC. verifications to effect an activation of the device. A 12 VAC power supply is on police and other - TOMAR The FIRE STROBE 2000 is provided with the FIRE emergency vehicles. A GATE SERVICING AN INDIVIDUAL SINGLE FAMILY RESIDENCE CIIdQEnter -I stores a running activation log, in memory, for operator recall. The Cltck2Enter system allows any public widely used for security STROBE 2000 system. OR DUPLEX IS EXEMPT FROM THIS REQUIREMENT. safety agency or authorized users access, as long as they are programmed into it's memory. Having the ability to program /electric gate access. It 4. The strobe acquisition 4. UPON ACTIVATION OF THE KEY SWITCH, THE GATE SHALL in multiple users answers the mutual aid problem that presently exists with other emergency access control products. can be used forfirehouse Testing can be accomplished time is .5 seconds. OPEN AND REMAIN OPEN UNTIL RETURNED TO NORMAL garage doors and other with the optional OPERATION BY MEANS OF THE KEY SWITCH. WHERE A ENTRY Programming of the Cfick2Errter - -I is accomplished by way of an RS -232 computer interface, so any computer or similar related access needed fire strobe transmitter 5. The PC board construction ENTRY POINT CONSISTS OF SEPARATE ADJACENT INGRESS D device using standard modem protocol software can be used. Several more unique and desirable features are designed by emergency vehicles. tester. This FIRE STROBE is mounted in the PREPARED BY: EGRESS GATES THE KEY SWITCH SHALL OPERATE BOTH into each Click2Enter -I; please refer to the features list above for more details. The entire activation sequence takes less This amergency- vehicle 2000 transmitter will enclosed B" x 8" x 4' GATES SIMULTANEOUSLY. NOTE THIS REQUIREMENT ON THE than four seconds. The operator can be either on foot (using a portable radio), or in a moving vehicle (using portable or strobe detector provides enable a throughput of rain -tight NEMA J-Box. PLAN. mobile radla's as easy as: rapid access to any signals from the photoeya FIRESAFE PLANNI NG 5. THE KEY SWITCH SHALL BE LABELED WITH A PERMANENT gated community that assembly to the relay output. & The weight is approximately RED SIGN WITH NOT LESS THAN 1/2" CONTRASTING LETTERS Click has been serviced by fire This is a hand -held seven pounds. SOLUTIONS READING "FIRE DEPT" OR WITH A'KNOW DECAL. NOTE THIS Red LED goes on and emergency equipment transmitter which operates REQUIREMENT ON THE PLAN. Release after light turns off from the OPTICOM* via 9 -volt battery. 7. The power requirements 302 N. EL CAMIN® REAL, SUITE 2172 (Using Single Pulse Mode After First Pulse Skip Steps 4, 5, & 6) STROBE SYSTEM. are 12124 volts SAN CLEMENTE, CA 92672 Red LED goes on a second time AC/DC non - polarity conscious, Click approximately 1 watt draw. (949) 240 -5911 Release after light turns off Red LED blinks, Gate Opens REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE "AS-BUILT" DESCRIPTION: TOP 1" PIPE (LS 2318) LOCATION: EASTSIDE EL MONTEVIDEO, 1000' NL'Y FROM INTERSECTION W /PASEO DELICIAS HORIZONTAL AS NOTED RECORD FROM: CO. OF S.D.- VERT.CONT. BARRY L. MUNSON DATE ELEVATION: 270.852 DATUM: NGVD29 VERTICAL AS NOTED \1data \_Projects \4959.01 Bumann Road \CAD Fi1es \4444U6_GP_COE.dwg 20170508 APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECO _ E APPROVED: DATE: IZ -L$ F ST OWAK BARRY L. MUNSON R.C.E. NO.: 40980 - DATE CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR: BUMANN EMERGENCY ACCESS ROAD HCC INVESTORS LLC. APN 264- 101 -27 PLANNING CASE NO: 09 -054 ADR 1 151 O z w z O F) I J� DRAWING NO. 11314 -G F-5 SHEET 8 OF 8 FILE N0. 4959.01 IN