Loading...
2016-13085 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 INVESTIGATION PROPOSED RESIDENTIAL BUILDING SITE 3456 BUMANN ROAD ENCINITAS, CALIFORNIA ". PREPARED BY ALLIED EARTH TECHNOLOGY, DATED, SEPTEMBER 30 2016 PROJECT # 16- 1148D501 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. O . 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES: INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MI!,E OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALI, COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TC THE HAULING OPERATION 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMi-,r_, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED C :RTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 13085 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS allOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GR-AOING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTEC 33Y'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. i{,� 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, CHANGE NO. DESCRIPTION APPROVED DATE I CHAI4QE INVEX , AW SHTS 3A8, 4A, Vo►D SF(fS 3&4, UPPATE AREAS & QUANTITIES IZN 14 AS - g v l L_T - -- - - -- - EROSION CONTROL 1- IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ATHINA ZARCADES AT (858) 336 -7257, 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 BMP /IMP NOTES 1- FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE. DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. OLIVENHAIN MUNICIPAL WATER DISTRICT 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) & 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 4) BENCHMARK DESCRIPTION: 2 %2" 80,55 DISK IN "/MiT LOCATI ON: N SIDffo?IUw14MlCH 49 50'S OF AL RECORD FROM: SUR& CONTROL ROS 1841E ELEVATION: 427.877 DATUM. NAVD88 _.... SCALE HORIZONTAL: VERTICAL: _N /A_ AS -BUILT !� l0 20 EY - -- DATE Stave/ Not ENIOR ENGI STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION, CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE, EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE, WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED, ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF, DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES, PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 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 - OMWD- (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 DISTURBED AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 6,689 SQ FT TOTAL DISTURBED AREA: 47.440 - SO FT IMPERVIOUS AREA AFTER CONSTRUCTION: I1 T SO FT INCREASE IN IMPERVIOUS AREA: 4MSQ FT IMPERVIOUS AREA NEW /REPLACEDAWSQ FT I s FIELD OPERATIONS I PLANNING AND BUILDING -4-1,6,1-) DATE DESIGNED BY: - - DRAWN BY: CHECKED BY: FR -- DK i _ - JC PLANS PREP�D UNDER SUPERVISION OF / DATE : 4/11/17 - - -_ R.C.E. NO.: - 62716_. - JOHN S. FFEY EXP.: -6/30 18 1G ! '? DATE OWNER Athina Zarcades 3456 BUMANN ROAD ' Z ENCINITAS, CA 92024 K SANTA FE DR. SITE ADDRESS 0 i Q i RO 3456 BUMANN ROAD 72 O W NA RANCH APN:264-101 -24 r kQ Qc� FOR1U ROCKING HORSE G LEGAL DESCRIPTION OO y� \NG\,,PM DR. �v`' �� � ROIR THE NORTHERLY 245 OF THE SWJ OF P THE SW4 OF SECTION 9 T. 13S, R3W, SBM IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CA. VICINITY MAP SITE OWNER'S CERTIFICATE N.T.S. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTOR, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TOTHE PERMIT OR APPRJIVEDPLANS WITHIN THE PRI*,,TE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: SOILS ENGINEER'S CERTIFICATE DATE: q -20 -11 I, ROBERT E. CHAN, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREY ITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON MAY 2, 2016. ONE COMPLETE OF THE SOIL EPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITT TO THE OFFICE OFT ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND C TIFY THAT THE RECOM NDA IONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCOR ORATED IN THE GRADI PLA AND SPECIFICATIONS. SIGNED: �fi1FESvIp RCE 2461 T�H EXP. 2 ? G: DATE: 12131!19 rn .: C- 24613 12/31!> Ala 4» tlt1i98 m JOB #: 16- 1148D5 cv 'w3 "" I x ALLIED EARTH TECHNOLOGY 7915 SILVERTON AVENUE, SUITE 317.c C '� SAN DIEGO, CALIFORNIA 92126 PH. (858) 586 -1665, (619) 447 -4747 FAX (858) 586 -1650 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 PLANCFIECK 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 P&7RMED BY THE ENGINEER. �(( L'y �ESS /�I SIGNATURE: DATE: LI -11 - I ? s. C S. C FFEY COFFEY ENGINEERING, INC. No. C062716 9666 BUSINESSPARK AVENUE, SUITE 210 SAN DIEGO, CA 92131 -1646 1 PH (858)831 -0111 I FAX (858)831 -0179 X92 Cl V1� �a\� RCE EXPIRES: JUNE 30 2018 F or CA1 EARTHWORK DATA b STEEPEST EXISTING NATURAL SLOPE OW-SITE = 1 H: 6 V MAXIMUM VERTICAL DEPTH OF CUT = 6' MAXIMUM VERTICAL DEPTH OF FILL = 6' CUT = J, 000 C.Y. FILL= 400 C.Y. EXPORT=. '7'00 C.Y. REMEDIAL =1,000 C.Y. ( 3' REMOVAL AND RECOMPACTION UNDER AND 10' OUTSIDE OF BUILDING AREAS) DRAWING INDEX TITLE SHEET SURVEY EASEMENTS 2 GRADING & IMP PLAN -VO4D- 3 CONSTRUCTION BMP PLAN-VOID- 4 BMP NOTES AND DETAILS 5 GRAVIt4 & IMP PLAN 3A C045TRUCTigN 13MP PLAI4 ,- _._ 4A PARKS AND RECREATION �I SIGN DATE ENGINEERING DIVISION APPROVALS RECOMMENDED: -3 00 APPROVE : - MASH MA ER EDWARD W. DEAN S Q - -41 Z- -Qt11Z DATE �'ZU -/%_ BMP PROJECT STATUS( STA PARP PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOMEOWNER IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON A0�L AS DOC. #: 2017 -017- �����3'7 OLIVENHAIN MUNICIPAL WATER DISTRICT �_ �Aaloju SIGP ♦ 1 DATI ENCINITAS FIRE DEPARTMENT i CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT GRADING PLAN FOR: ^ 3456 BUMANN ROAD ATHINA ZARCADES - PLANNING CASE NO: N/A (APN: 264-101-24) DATE DRAWING NO. 13085 -C SHEET 1 OF 5 L U Z Z w w Z Z $ w a w u 0= U ` a Wd I LEGAL REAL PRGI ­1 1'Y I— t f I I v/ L:IYAM I MO, LL/U1V17 V/- -"v uir -vv, J /HIC Uf CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL 1: THE NORTHERLY 245 OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 13 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEY APPROVED OCTOBER 27, 1875. P RCEL : AN EASEMENT FOR ROAD AND UTILITY PURPOSES OVER, UNDER, ALONG AND ACROSS THE SOUTHERLY 40 FEET OF THE NORTHERLY 285 FEET OF THE SOUTH HALF OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 13 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEY APPROVED OCTOBER 27, 1875. CEL 3: A NON- EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PRIVATE ROAD PURPOSES AND APPURTENANCE THERETO, OVER ALONG AND ACROSS LOT 73 (BUMANN ROAD) OF CITY OF ENCINITAS TRACT NO. 4574, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE- OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 11809, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 18, 1987 ASSESSOR'S PARCEL NO. 264 - 101 -24 -00 CHANGE NO ADD NOTE AS -BUILT DESCRIPTION APPROVED DATE BENCHMARK 4 20 DESCRIPTION: 2 LOCATION: N SLE RECORD FROM: r. ELEVATION: 42_7.! DATUM: N4VD88 6. AN EASEMENT FOR ROAD, UTILITY AND INCIDENTAL PURPOSES, RECORDED OCTOBER 7, 1964 AS INSTRUMENT NO. 182975 OF OFFICIAL RECORDS. IN FAVOR OF.- BETTY JANE WILHELM, ET AL AFFECTS: THE WESTERLY 60 FEET 7 AN EASEMENT FOR ROAD, UTILITY AND INCIDENTAL PURPOSES, RECORDED AUGUST 13, 1969 AS INSTRUMENT NO. 147575 OF OFFICIAL RECORDS. IN FAVOR OF: BENJAMIN J. YARNELL AND SHIRLEY YARNER. AFFECTS. THE SOUTHERLY 20 FEET 8. AN EASEMENT FOR ROAD. UTILITY AND INCIDENTAL PURPOSES GRANTED TO HERMAN BUMANN, IN THE DOCUMENT RECORDED AUGUST 13, 1969 AS INSTRUMENT NO. 147574 OF OFFICIAL RECORDS. 9. AN EASEMENT FOR AERIAL, UNDERGROUND PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO S.D.G. &E. CO., IN THE DOCUMENT RECORDED AUGUST 24, 1970 AS INSTRUMENT NO. 151955 OF OFFICIAL RECORDS. 10. AN EASEMENT FOR AERIAL, UNDERGROUND PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO S.D.G. &E. CO., IN THE DOCUMENT RECORDED AUGUST 24, 1970 AS INSTRUMENT NO. 151957 OF OFFICIAL RECORDS. 11. AN EASEMENT FOR AERIAL, UNDERGROUND PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO S.D.G. &E. CO., IN THE DOCUMENT RECORDED NOVEMBER 9, 1970 AS INSTRUMENT NO. 204448 OF OFFICIAL RECORDS. 12. AN EASEMENT FOR AERIAL, UNDERGROUND PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO S.D.G. &E. CO., IN THE DOCUMENT RECORDED JUNE 3, 1971 AS INSTRUMENT NO. 116381 OF OFFICIAL RECORDS. 13. AN EASEMENT FOR AERIAL, UNDERGROUND PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY, IN THE DOCUMENT RECORDED OCTOBER 22, 1971 AS INSTRUMENT NO. 245182 OF OFFICIAL RECORDS. 14. AN EASEMENT FOR AERIAL, UNDERGROUND PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO S.D.G. &; E CO., IN THE DOCUMENT RECORDED DECEMBER 16, 1971 AS INSTRUMENT NO. 293414 OF OFFICIAL RECORDS. 15. AN EASEMENT FOR AERIAL, UNDERGROUND PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY, IN THE DOCUMENT RECORDED FEBRUARY 25, 1980 AS INSTRUMENT NO. 80 -62048 OF OFFICIAL RECORDS. 16. AN EASEMENT FOR AERIAL, UNDERGROUND PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO S.D.G. &; E. CO., IN THE DOCUMENT RECORDED OCTOBER 22, 1980 AS INSTRUMENT NO. 80- 350466 OF OFFICIAL RECORDS. 17 AN EASEMENT FOR ROADWAY AND INCIDENTAL PURPOSES GRANTED TO ADELINE BUMANN AND RICHARD BUMANN, ROBERT H. BUCHANAN, MERLE E. MINKS AND MARY BROOKS MINKS, ROBERT P. SUMAN AND JEAN H. SUMAN, IN THE DOCUMENT RECORDED JANUARY 31, 1989 AS INSTRUMENT NO. 89- 052836 OF OFFICIAL RECORDS. 18. AN EASEMENT FOR AERIAL, UNDERGROUND TELEGRAPH, TELEPHONE, COMMUNICATION STRUCTURES AND AND INCIDENTAL PURPOSES GRANTED TO PACIFIC BELL, IN THE DOCUMENT RECORDED DECEMBER 8, 1993, AS INSTRUMENT NO. 93- 824650 OF OFFICIAL RECORDS. 19. AN EASEMENT FOR SEWER PIPE LINES AND /OR MAINS, MANHOLES, SEWER LATERAL PIPE LINES AND INCIDENTAL PURPOSES GRANTED TO THE CARDIFF SANITATION DISTRICT IN THE DOCUMENT RECORDED DECEMBER 3, 1999 AS INSTRUMENT NO. 99-791075 OF OFFICIAL RECORDS. " ASS D& IN DROP 1MET (SC- I SCALE I —AS -BUILT HORIZONTAL: VERTICAL: .$YMBOL PROPERTY BOUNDARY ...................... ADJACENT PROPERTY LINE ................. ........ EXISTING FINISHED GRADE ELEVATION ................... ♦ 279- . EXISTING FINISHED FLOOR ELEVATION ................... FF 277.95 EXISTING CONTOUR LINE ELEVATION ..................... '-- 260 EXISTING SEWER MANHOLE ........................... O EXISTING SEWER MAID ................... EXISTING WATER MAID ........................ EXISTING FIRE HYDRANT ............ .......................... ----- EXISTING WATER LATERAL .... ............................... —�-0 EXISTING SEWER LATERAL. EXISTING FENCE ................ ............................... . EXISTING EASEMENT . ............................... ...... FOUND MONUMENT AS NOTED ............................... 0 _ -- FIR v V - -- DK - v "`vic "I ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: jqo APPRO Z DATE' %�.� 62716 MASH MAHER EDWARD W. MA E,7r _..�.._. R.C.E. NO.: ..._- NEER JOHN OF EXP. /.3018_ - �/ 2�L - - - -- ¢-Ze'. /7 - - -- -6. -- - _ DATE DATE ORIGINAL SURVEY INFORMATION PROVIDED BY.• JP ENGINEERING, INC. 4849 RONSON CT, SUITE 105 SAN DIEGO, CA 92111 (858) 569 -7377 DATED 12122110 JORGE H. PALACIOS, RCE 32031 AND UPDATED BY COFFEY ENGINEERING, INC. MARCH 2016 UTILIZING BENCHMARK NOTED (ENC -17) NOTE: v v -V'-- 7NE PURPOSE or THIS v4EET 15 7o SNOW EXISTING FA5rMENTS. REPEIZ TO SHE &T 3A FOR UPDATED TOPO4RAPHIc INFORMATION. N I I 30 .I •I SCALE: 1 " =30 SURVEY EASEMENTS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT GRADING PLAN FOR: 3456 BUMANN ROAD ATHINA ZARCADES PLANNING CASE NO: N/A (APN: 264 - 101 -24) r(No.0062716 9 CIV1�- �TF pp CAP Z� d ED wd Z_b ,n t v V w w LL O' x U `D 1 ---, DRAWING NO. 13085 -G SHEET 2 OF 5 CIL 8' WIDE 114@6"OC S.D.G.E EASEMENT NO. 16 6" EARTHEN BERM TO BE BOTH WAYS A, iNqTAI I Fr) WPFPF AlFrP qARY �l --46"l- v I _- /t<L/\JC;ff Ut,(AIN NDS (OR EQUAL) 5.' 1 7 bL I UPL FOR SURVEY EASEMENT INFORMATION, yl-,- _lz_:zk (P); PR PROPOSED S. c 12x 12 CATCH IN WIGRATE BROOKS (Of? EQUAL) PA PLANTING AREA 280 2" BERM SEE SHEET 2. <,\ 6 LAND E DRAIN NDS (OR EQUAL) TRW TOP OF RETAINING WALL GRADE TYP TYPICAL BIO-RETENTION - 062716 / 7 20 0 20 40 60 6 NOUT NDS (OR EQUAL) 0 TW TOP OF WALL 275— DRAIN LINE (PVT) — — — — — \_ J. 1- SLOPE' ASPHALT PAVING (PVT) 4" AC OVER 6" CL // BASE F -1 SECTION B-B ctv\\, SC4LE. 1'-- 10' SCALE: 1 "=20' MAIN GRADING OF, cp,,�,-\ DESIGNED Tlo� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS-BUILT DRAWN BY:_- CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING at _FR DK 1 J6- NO. — - - - — --------- DESCRIPTION: 2y2" BRASS DISK IN W INLET (EX-17) PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: J R0 A GRADING PLAN FOR: _��PPROV�� �, - HORIZONTAL: 2 71 LOCATION: N SIDE FORTUN4 RM RD 59S OF AW3 RUN DATE 3456 BUMANN ROAD JOHN RECORD FROM. ftS DATE 7 m_,�SIH �MAHER EDWARD W. DEAN It 13085-G — ------- -- L 1"=20' ELEVATION: 427,877 VERTICAL: R.C.E. NO.: 62716 ATHINA ZARCADES DATUM: NAVD88 COFFE /7 -101-24) JOHN (S. SENIOR ENGINEt,,Rj 6_/W DATE (APN: 264 WWVIEWER I INSPECTOR I EXP. � __/l 8 DATE PLANNING CASE NO N/A SHEET 3 OF 5 Z Lu Lu Z Lu Lu U- U- 0 u it'Itsd f`V. 7' 47 ~ Cl • 11 8' WtfJt "51 Wi r' tFa 15 10' Pvm ,.,:. -„'•" .�S t �,..•'"'r t �,y, � � � r ^-- ,...,a� i � ICS �..,`� � ,.,` r'; "r"�"«r -•,: .aa.' __ 11 .,_�,. __,__ �m --_^- ..,... -. __.._ � ..•.... --- •-r,•� _ ,.,,.:... �,.I.fiffti} --+c,, '____. .,..;...�'�*.,,,,.� 1Li' w .w �„ F tip` ^�' , w• �' ur r V �Y 10 EASEMENT D.G,Ei I M NO,9 ' �, EASEMENT-W. 12 E,45�-JYENT NO. ' . � 1 � """"'f< i mot., � � •�' :.,,,_„• EMENT 1 19 EXIST, 4�' P.V.C. , 141' ` ~ - .e."•r, `� `� �y. Y, •"Lzv.$ Rik = 265,58 ACCESS _..,�.• -.-,�. �`�. "�.,� 't ",.., •°`. I M- 1M( M i � .i' •+nb•R+,w^_+wrn+ww•••w� \ � ",.,_.. - .'^+r.. 1 1 r 1 6J E�4.5'EA4Er7 A`0 6 V E,ME T 1€ S" N N c>4 1 X25 f 1 r ` •.� BRJDGE SEWEI ER M r I s'Y 4�, ! r7WGr t 1 CS -17f ! 11 •J , r t ' j ! ! r , .k� , �,` ✓// / 1 POST &R41L rE?V(4C 0 CORRAL, L, j ^ F f f I ._,.("'�•"•__. �h' ,4S�F-f�; "%JF �+t p+.,,� ,r^"". -•R `''`'` �" , . ...�'� -WOOD :FENCE , ✓ _ _ rt$ '" i PROPOSED GAS;LI s / r ar__ - - • . -96 9 ` 1 ` 6 EARTHEN `9ERM TO BE ~" ~�` ` `� INSTALLED WHERE NECESSARY - `� 2192.: _ ALONG OUTSIDE Of-* ,IWAIG D -?RMNT. STORMWATER RUN -ON fjJ . -•- _ °•- - , ,ry ••• - _ �"'^." ,.,�.- ""'� ' - - ' •A�- j`� . i FROM p� J r N 1 L`. £N' rp. ',:`( �^ ."_`• w.- _..,,,,,....,- ,...:.y+n•... n :............ ✓ r ^+�^•."`1�' / , �.,-o.,.,... , .Y......_ , .n,��� � •''" +..,\+ , 1µ\ l : r i= :S. _._...._� �;...:.: ..,`_.•.; C...:-= Y--7_ .�. - .._:�: T= ..:,__"_ _i. t_ ........:rj..J'^"' ""'"�� `�r" - __'•- w'^'�w _'•.','ry, "'C.. -._.. __- �_..._: ��•..xa.,�7a: ."�z:,Sr°`i'� »., ..� � ,.. �, �._.._,..._..••+ �,.} _.....- ....i.�„".L,,.."""`I =5'" -+... ..,` `'w".. `�'"��.,• /f .,,-...:+- • . .............+- •_...- ,.....- - ..,.,., _,,, mow.._..•,.....•..•- ...•r- �,^.,' �`. - '".,,ro;„- •.!'a"�i..J .:"...- r..._ ++:�'(^,_�'.... _4L �^ � / y / t 1 � i ! '+�"`v,�� ,,(. '•_•.�w....�..- .+rr••7r n.r....u...- .w,",e, ,,}.. v+• M ..'•.'.ry•,1•••' �• t[ 1 y..wM+n•w.t. "J-^r ,..+` ,/ Y •, ) �•'./� / r• T' - ..``rh'.•' f •._�, `•+.�•,,,_ v _.••_.....,._...._._.,_ -_ ,.:. „,: ...J �� } t-•tl Y.i. �µ ,..� ^'.."✓"'""..^ FF'WM 1/ 1 l - 1. ;. 7`t,ND •�� t 46 ` a MJNT � �_. CHIC`st�:'. ,��. •..r.._.,...- K••t"" ter,,..,., � � � � t� t Loo1'- .�,,.+• r'.rS - �.w,.+•,_'r' .,rr ,......./�'«+^"„+.+'.,._ v 1 ............ :�- i ..+' .•�• � � f I Y� f �r� ~��•••.... ' �`"'" -- •...,._„•_.. f ._...1♦ •-_mac° ....•''..��!ffi� -�� � E , �af ; '�, `�Yi,r G L,`� ' "' J€ E Tti l•p` �` ) �^ -,.,,� .+..__._...,- ._._.+- .-- ..• -L.,_ '- ._..... __.+.�.- .w...+�••..�,.r .- • '_ "_... �lrkr ' K ""'r y ,J, , w' '. " �d r . \ { B• w DE&A- NE 7N _ 0Vt STORY REAI WALL "r"rw " " R `} '•�r=J � ' r f; 7 x » ' , - , -- ` •- fl HOUSE �y 0, c) iPER�I ; f , R yy t , (E) PERVIOUS PAVERS 285.1 r_ �� �v� -�" ` ITT@ TO BE RE OVE�y, (TYP.), ti 1 x _- -- - l t A" f -- OhE 5T R l ' 'Y8 -r ~ _,_ 36 1►1 OAj; T P `� �' -7ri-6"PVOI i Mll -'` r Q F /LL/r LOP ) { /i ' roc c� ;OUSE t �� _.WALK J ' _x 1 2 �� _.,��,� ,- OVERHANG r•°• '� 1 ' 95.a } LSD s�'4o, K f ' 18 � f , I i `L i ,/iS' •Jq � 2Fit•: .r • t , )j J t y/ 2 %; °� ".`�.q r •4 µms_ ' ^ .». ,..- ..v.^ ^_^•',� , - I `fi ( GARAGE N._. O.2 �BACKING % 1 4 I, -282 282 ) FO 6 VEL • - i _ Y� ` _,o•a�' ^�' t i 3 t , p \1 �.,:p dQIC� * ��••••�,5csa,•iw 2,,ny'•�.'y.,y i 1� �,. .•."'e'++...,, -�^' r.- •I �fj �l2�� �•Y"'�M' ., '' "'+.�`� "�r'�'`<`�.1",'4 '#+ °• dry �' �' !S 1 � ��_ � ^✓-•• fl j ..•'II lil .- :.�•..,�•° � j i.'' ry ��w, S✓.�' 1 Sl L *' & ,r ... --..r" f r� AND SPA 24 GAR GE: , / FF =298.'1% PAD = 29! .. ;,,�, ..r •,��.� ��. �,�„ .. ��- �'`'"'�'\ �.. ,�. � � ` � Q r 5.5, h. �'�Y` •nay '^ �: y. .r,. ,? .5 .�.. ^ .•it• - ': ' { rj. " ..� 8 4 -..,� w ,,♦• .• c •\, ,.:r" aY + �♦t f v.0 s LOWER VEV CO4 /ERE PATIO � n ,r ^ "°". -'_' COY ERE f R p_9D; TYPE 1 7 (M NS L FF= 86.a+ t l _• ^. _ 5_ Op RAP WITH . r - RDOKS B0 PApr2$ .3 .ry _: "� __ - "'-� _ . -• �..._ % ^HEADWAL 5'xf RIM: 280:$3 , � r t C `� 94PKING 1.4 T, 78.5 F QV£R 6 OA4VEL E & w ; �' - _ "" _`��;,L; g �� • , ,1 R BLANKET 1 ! BRlDG6': ". , ; u,flt�Fl?GR JSSI It> '� ShrEl) M/�IM ItEVEL �` �•- �;. Y.. ., j r ' r � -•.- + � �,,,.*' --�� !` �;' "/ t FF= 296:17 N .. SINGLE FAM ILY i1E.t_L��t ' .� 7 i 1 z RESIDENCE .. x\ e,.'• r xv _.� �f �r r QWER LI.rEL <t MAIN ,LEVEL FF -28 °- _ { _ FF -29 6.17 , `+; /310RETE'NPON ry ry w , J ( r.-_ A 1 1 = r . .� r' .. w w� r =- - _ r+�, rr':Etr EFFECTIVE _¢r f �ryF 960 y,\. AREA= 327,60 SF AIN LEVEL i B?�Iu�it✓ r r ��i �w t.,li, ♦1' ♦ •+ . i% i t L f FREE BQAkI�; 261.3.E '. ep , . 1 LEVEL . FF= 296.17] t •� ►SRI �� II lI i I�'E POND/NG x ry a'' S` u RATP: f p WITH 6 -INCH 94Z8 y. �ssa«'� i IN BETWEEN At 4 f.' i A G Y , IE ...+ 1 J .�r t_, !- fit-. S "`,.•. -,}�, fr. 'i. t 'rQ .. •C • . C .`. :4 .Ir . i 1 -_ _ / 7{ ERM L7r1 t I' 3 , I _ ` „`' r' -i' �' 'yf �•': tw 7'.�:: �' . `'. 2. ' ' _ c i i; liH. `$II G /; • `,<' • rY ! a i � E , , �' ��, �•� •. ��, • C .s �. LAYERS D WALL f 1 1 1 EXISTING ASPHALT PAVING j f � �#, r •./ ��:.,- `�` � (cph {p�7 � r � y' A 0 �`� ....,,.' 1 ; ` - ••' l GF AIC 1 ► 1 ALONG L3UMANN ROAD TO 7 r t pp Np l pAn I c -7 ,...fj`„� 1. `•4. •f Y 2(" 5 - I! SWALL j BE REPAIRED WITH AC J _1 i r�x4 t ! i. ' , Y3 .. _ ".¢ t, , ,-.-- r... , , 1 +•a GRIND � OVERLAY �.; ,, �' :,�. �,��� ->~#- d,, r (E) GRAVEL r t $ .; TO BG ,. , 1• .' Sr4.lJ�:rtg.,,.gl,'�,`yj` '' 4. ifyi'C�•;_r: 'r a� ( . ".,� .X `t ,\ �. tE \ 1 x I A! \ ! , ,t "_"^'1,..,,,,e _,,,_ Y`+«....._a.•..:,....- ":�1 tit EX /ST /1VC. C:; .� p+�l:{- y_l• nS J �r i1 t /y •'`J .. tTf` ty� i 1 TYPE 1 �, / ,, ,•, - ::. ' - -- .,.,.._ ��e a _ '� ' TREE TU BE ; '11111 . E ♦t r"'."_ i..,+^.r.._,,. _ _. RIP .!' (:. PROILCIED v ° lu 11 s r -0• �. c 2� , Y,_. a........_,_. i _� N0.2KtNG 1.1 T ST T10N U LNG r 1N �'.,,E , �:I �.' D 0 SH D SEWER 4 .. - ( ,:. c+bP+.,•.'._°e � -..... ...ROCK J AN .. ., ... ...... ......r.. . � y .+ .:.�. .�F .i. •}".•.__ R20 - Li Y }^ 6 GRAVEL _. , _ ? 7t L AJ g �,r p: _ ti 3 LATERAL + ''R28 r,. HA L' - ?28 � ,r���' T E' 1 .�-- NE A,T- OF EON! DEPR£SSIO ;'i�"'' �`�'� f 1 � -. - �OE7�K , r � - - -..• ) t' 1 W , .f , ,,, - •�„_.,_ `-____ -+•• .. �, .. -- -;FROM ll�?�I�•- SIT£'ONT TQ` 80TT t ! P {� r. .., 3,F a , EEL _,_•�- -'-!, .,N.. ,a .._.._. r -,,... ::�,�.- .,,- -- ---.. _...,- .�,._...... r. 01�'- <SLOP €, AS . n i ^n iiR "G PE' ' c. PVm F to Je't�'r -- �:s• -`,-ne - '7n^-- ---^a- ...,....,re,'.. .,9' __.,. -.._._ f '' r .. l\ R4 15..2 t `y. ...]"• - ryr -•--- _ ... _ / , v- : i.:;t' _ .. . r }y( r' i .>c;`!b1 •�� 4,• • AC f�;fl, ii �• ; • _ .:. ... y ;; .' t f ��.",' r f r , , tt. ... ._.. .,.+. ,..- s r wnws..i«,„ -x - ...S,,,p o ....,....vw.w:.w. ...,. __.........- _ n .. • .. e ',q:y.,,,; r ._... E SPACED CC: D , 4 Q .. iP. u r s 3 A •� j . 4�� f At 13 N G4 A r , .� cam'-• 2 .....,... .OBJECT •� : -,�.. .. . .. .� N �;.0 h._,.._ t- w::71•:... :x.»�+ -.o R.lcr''t' ..�.- ,.'. ., \ .,, • j' �: f r :_ `� : ... :. .�. � .. � � ... ..,. - `:72 ^Y t-•- � tI UEI.1 N �'"" V t 'w e:. f S:fw.4' .,.. ' w .......- ....r. �i _ ».,.�:i"'wn• . -..v «: ..- ._,.3Y �L�,/ ....,. -..... _ ........,. :, t i & - J • "� ..' r °`w-`s - ytC WA ,Ate, fzp ,,.... :. i r- ,,.. ... RIP t�AP _. .__ >_ ( r !, '..: _ _ ) .. _,...._:._. '^3 - •^,.._ •.,',``.. _ 'sfr .r�.:�.. � .tom - - . "�f'4' �`� �'G`�II� chi '_^.••,.,^. .. .' .3crF��'�'�'�" . a -- �...,...•...._ M ,_.O_N.. U-M-° ENT ` "• -\ t `.., ,.,.....�,., _..- �SW-µ' _,_,- _....,_•- „...,,;_- .......,. �_� - -_ � f 3¢ l 1 t i •- 3 t ; �. f 1 ;�. - } ,•''t � i/ Mli' �SEMLN ,� � � /� ` ° F ,t�'` CONNE �M .,--. '-. 1, .�.;,..,: °'" :r.- .n• -....- T,•• -- `..` ,, ��- - -, -- ,.• � J , i €�' R D STAN t r CIO. 7; S. €,� A_, plaox. LOCH• ON 6 Co L£ CHECK GLOM f ;� 7 W : FULL D kt,_••- DRIVEWAY WM OX POSED F { AC PAVING- GINGER PE S l z EVER €5 { . ..._. � ,, . ,- .. - ,.. ._ -_ m ... .. _ M ✓ f j`f / i- EXIS77NG WATER LINE € VEGET TED PER APRT Wl kSD D�-40, VIXE, PER ' TRA OR Ta Rl PRa osEa, RaAD ; RIP_ AP PROTECT IN PLACE .r _ S DETAI B 0 HEFT 5: �' ) fro R R, - N AT _. £. , w i ,••« T E,'YC _ y t Itfi`Fit LO. �• . 6 -I . NO.2 BACKKING 1. f , 0 E RELOCATED DURING = 1 ,.,.....,_.r- i PROVEINENTS: � ff Y � ,.f „"`,.�°° - ."` _- �_ t (E) 79� Il I OVER 6" dRA 7 f COAjSTR11CT(ON 4F BU�tANN i E16EV NT AND °f'Flk FDR. �.. ` °-� .�.., >_....•,- -�•-�' ,._,,,.•,� (, .• ..-` AC QRAINAGE�,r --�' `"`°` SOIL] MEDIA 2 -lN. r = _ . - 26.. _-r , / MONUMENT OR ! r f f-1 r ' .at? `. '' n _- 1- ✓' «_"" ;.__.._V�... REPLACEMENT 6Y CHANNEL _ . • , r'"� f ® J FILTER Q KE', D, NEEQED' ,:ar= r +.r.aang nt :nr�nrrr =.+ f C1fA ..,.... -' LW RpA X15 d LEGL�IIJU ABBREVIATIONS T /D/V ' ___ . 4 -r``r ; :; � �. -� EN'E'/TAL nim I m G:F NCB ?SE'S I U ■ , I SPECIAL INSPECTION I�FQUI: DESCRIPTION STD DWG SYMBOL -;4 -5 N45'45 45_�� A/C AIR CONDITIONER RETAINING WALL GRADE 1 •. ��' 7S r.rrerrt.T r nn.�.,. art ..: ]VOTE - PRIOR TO OCCUPANCY, FINAL INSPECTION, RELEASE OF 1. ALL MAIN DRAIN LINES SHOWN TO BE 6" PVC @ IX MINIMUM SLOPE' UNLESS OTHERWISE NOTED, PROPERTY LINE IW CENTER LINE _ N SECURITIES, AS- BUILTS, ANDIOR GRADING PLAN SIGNOFF, DRAINAGE SWALE OR DIRECTION OF FLOW -� ----�! CB CATCH BASIN WHICHEVER MAY COME FIRST, THE ENGINEER OF RECORD 2. ALL CATCH BASIN LEADS TO BE 4" PVC 0 2X MINIMUM SLOPE UNLESS OTHERWISE NOTED. PROPOSED SPOT ELEVATON jr CMU CONCRETE MASONRY UNIT SPECIAL INSPECTION OF THE BMP FACILITY BY A LICENSED CIVIL ENGINEER IN THE SHALL FIELD SURVEY AND VERIFY THAT THE EXISTING SPOT ELEVATON (SURVEY)(INTERPOLATEO) .,,r, u, O C.O. CLEANOUT STATE OF CALIFORNIA IS REQUIRED DURING CONSTRUCTION. PRIOR TO OBTAINING CONSTRUCTED IMPERVIOUS SURFACE IS LESS THAN 3. HARDSCAPE GRADES TO BE IX MINIMUM TO DRAINS AND AWAY FROM STRUCTURE: 0 CTYD COURTYARD OCCUPANCY, AN INSPECTION REPORT SHALL BE SUBMITTED WITH THE FINAL GRADING 10,000 SF, A SIGNED AND STAMPED INSPECTION REPORT PROPOSED CONTOUR 90 EL; ELEV ELEVATION CERTIFICATION TO THE ENGINEERING DIVISION VERIFYING THE SIZE AND DEPTH OF THE SHALL BE PROVIDED TO THE ENGINEERING FIELD 4. GRADES TO BE MINIMUM TO DRAINS (1 WHERE FLOW IS CONCENTRATED) AND 2� FREE' STANDING CMU WALL (PVT) (E); EX EXISTING EXCAVATION, GRAVEL, AND ENGINEERED SOIL DEPTH AND MATERIAL, STORM DRAIN INSPECTOR. IF 10,000 SF OR MORE OF IMPERVIOUS MINIMUM MINIMUM AWAY FROM STRUCTURE. TU BUILDING FOOTPRINT (PVT) �, ~ =° FF C FL FINISH FLOOR FLOW LINE PIPE, OVERFLOW, AND OVERALL FUNCTION OF THE FACILITIES PER THE' APPROVED SURFACE IS CREATED, THE PROJECT SHALL BE 5 SOIL COVER ABOVE DRAIN LINES SHALL BE 12 M/NIL+IfIM` UNLESS OTHERWISE NOTED. GRADING PLAN. AFTER EXCAVATION OF THE BIORETENTION BASIN THE GEOTECHNICAL CONSIDERED A PRIORITY DEVELOPMENT PROJECT FOR PROPOSED AC PAVING 3 ACI GC«Aas 11 SA515 �� lP HP IRON PIPE HIGH POINT ENGINEER SHALL NOTIFY THE ENGINEERING DIVISION AND PERFORM A PERCOLATION PURPOSES OF STORMWATER QUALITY TREATMENT AND S. I+IOTTFY CIVIL ENGINEER /F ANY NON- DRAINING SUMP CONDITIONS BECOME APPARENT DURING IE INVERT ELEVATION TEST AT THE INVERT OF THE BASIN. IF THE INFILTRATION RATE IS LESS THAN I SHALL COME INTO FULL COMPLIANCE WITH THE N CONSTRUCTION. DRAINAGE DITCH, TYPE 8 OW 75 IN /HR A CONSTRUCTION CHANGE SHALL BE REQUIRED TO COMPLY WITH THE PROVISIONS OF THE NPDES MS4 PERMIT AND THE CITY �I TRENCH DRAIN NOS (OR EQUAL) (P); PR PROPOSED HYDROMODIFICATION REQUIREMENTS. OF ENCINITAS BMP DESIGN MANUAL. 12x12 CATCH BASIN WfGRATE BROOKS (OR EQUAL) PA PLANITNG ARFAq��' o,�� 6 LANDSCAPE DRAIN NOS (0R EQUAL O TRW TOP OF RETAINING WALL GRADE FOR SURVEY EASEMENT INFORMATION, 6" CLEANOUT NOS (OR EQUAL) O TYP TYPICAL 20 0 I 20 40 60 SEE SHEET 2. E xD 06/30/20 TW TOP OF WALL PVC DRAW LINE (PVT) PROPOSED AC OVERLAY - --- --- --- - 'st' c I v , A' GRADING r`c �F n= MA� A. , 1 V CA11F� N/>� �SN �.�" SCALE. 1 2o . _._ CHANGEiVO. DESCRIPTION APPROVED DATE BENCHMARK SCALE D IGN 6 : DRAWN BY: EGKED BY• AS-BUILT -EK - ENGINEERING DIVISION APPROVALS - CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1 NEW %1E'E'C DESCRIPTION: 2%Qw9W LAST(IN aV INIT BIG =t7) PLANS PR ABED UNRER SUPERVISION OF RECC7MMENDED: APPROVED: GRADING PLAN FOR: - AS- BUILT' I N 7 14 20 LOCATION: N SUE RI4hgM RD 50'5 GF AD WS RM HORIZONTAL: 0 Ivo pA7E ; 8/22/19 fir. 3456 BUMANN ROAD JON . COF« DA -FORM RECORD FROM: SURVEY CONTROL_ ELEVATION: 4277&7 DATUM: NAVDW (ROS 18416) VERTICAL: RI A _____ R,a.�. No.; s2�,s - -- JOHN , COFF _ JESSE OWENS ED D J. WIMMER _ -F/4-1 t - -� -� ATHINA ZARCADES (APN: 264 -1 Q1 -24) 1 3085 -G - J(20 JC StwPiNo-wal� �E'VIEWEFt INSPECTOR SEMI R ENGIN SHEET 3A OF 6 E)(p, : 6 30 20 OATS GATE PLANNING CASE NO: NIA o ©o A CONSTRUCTION BMP DETAILS (SHEET 5 OF 5). THE CASQA DETAILS SHALL GOVERN. CHANGE NO. DESCRIPTION APPROVED DATE - BENCHMARK SCALE S ®_ UILT _ _ - - -__ -- - -- DESCRIPTION 2Y2" BRASS DISK IN DROD INLET (ENC -17) LOCATION: N S10E F(�,?1TA�i RAM `I RD 50'S OF AGVS RUV _ - - -- - HORIZONTAL: RECORD FROM. SURVEY CONTROL L OS 18416 JOHN 5. C _ DATE - - -- _.. ._ . ELEVATION: 42 .877.- .. VERTI ....... DATFJPA �1AVD�8 ? IIeVWVE INSPECTOR SENIOR ENG AMOUNT OF BMP DISTURBED AREA = 36,070 SQ FT/ .0.82 AC. DESIGNED BY: I DRAWN BY:-- CHECKED I_ _BY:_. _. FIR DK T JC . PLANS PREPARED UNDER SUPERVISION OF DATE : 4111,1 1 7..._... - _. - ------- R.C.E. NO.: , 62716.... EXP. 6/30/18, PERMEABLE VOID FILLER, TYP !18"--318" PAVER BEDDING COURSE (NO. 8) AGGREGATE IN GRADE AS NEEDED i VOIDS (1i�� MIN) �8„ �8„ (ND. 8) AGGREGATE 2" SOLDIER COURSE, TYP DEPTH VARIES PER 1 6,I . .OgoS^D"OT'U"hco0<.'P.,C.. -O�tT PAVER „o eou AOo THICKNESS WET EDGE RESTRAINT, TYP VARIES 6" MIN 3" PERFORATED PVC PIPE (SCHD 40) ,q PERMEABLE PAVER SECTION 4 NO SCALE— - �AQOpOQODU�fi�P00(O} 12" NATIVE MATERIAL 1= --' !:' i COMPACTED TO 95% REL. COMPACTION 3/ " CRUSHED ROCK BASE 6" THK. CHOKER COURSE 3/8 "-1/2 " (NO. 57) CRUSHED ROCK 4" THK. ENGINEERING DIVISION APPROVALS RECOMMENDS : JQ0 APPROVED- . .lam C���v a'. MASIH MAHER EDWARD W. DEAN i I . 4129, 4 - .20' 1-7 s' w CONSTRUCTION BMP PLAN CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT GRADING O. DATE DATE PLANNING CASE NO: N /A.. 3456 BUMANN ROAD ATHINA ( Pi :264- 01-24) 01 w. �- II SHEET 4 OF 5 U C7 _ ZG w -J Z w o U— Ow NilU' x a� m C' LEUEND DESCRIPTION STD DWG SYMBOL DESCRIPTION STD. DWG. SYMBOL PROPERTY LINE X145'4-5 45 "W MATERIALS DELIVERY AND .STORAGE AREA WM- 7 WM -1 STREET CENTERLINE TEMPORARY TRASH /SOLID WASTE WM-5 WM -5 PROPERTY LINE - OFFSITE DISTURBED AREA LIMITS (0.87 ACRES) EC -2 'Z' HAZARDOUS AND CONCRETE WM -6, WM -8, DETAIL SILT FENCE SE -1, DETAIL 'R' WASTE MANAGEMENT WM -8 GRAVEL BAG BERM /BARRIER SE-'6, DETAIL 'V', DETAIL 'W' SANITARY WASTE WM -9, DETAIL 'T' WM -9 _ (PORTABLE TOILET) INLET PROTECTION 5E --10, DETAIL Q STOCKPILE MANAGEMENT WM -3 WM -3 DIRECTION /COURSE FLOW TEMPORARY SWALE —�► - --� HYDRAULIC H/HYDROSEED EC -1, EC -9' * STANDARD DRAWINGS (SE -5, WM -5, ETC.) CAN BE FOUND AT THE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) WEBSITE. D O http: / /https:j /www.casga.org/ resources /bmp- handbooks /construction. ST ZED CONSTRUCTION ENTRANCE TC -1, DETAIL 'S' p o0 DETAIL DRAWINGS FOR REFERENCE PURPOSES ARE LOCATED ON GRADING ND o ©o A CONSTRUCTION BMP DETAILS (SHEET 5 OF 5). THE CASQA DETAILS SHALL GOVERN. CHANGE NO. DESCRIPTION APPROVED DATE - BENCHMARK SCALE S ®_ UILT _ _ - - -__ -- - -- DESCRIPTION 2Y2" BRASS DISK IN DROD INLET (ENC -17) LOCATION: N S10E F(�,?1TA�i RAM `I RD 50'S OF AGVS RUV _ - - -- - HORIZONTAL: RECORD FROM. SURVEY CONTROL L OS 18416 JOHN 5. C _ DATE - - -- _.. ._ . ELEVATION: 42 .877.- .. VERTI ....... DATFJPA �1AVD�8 ? IIeVWVE INSPECTOR SENIOR ENG AMOUNT OF BMP DISTURBED AREA = 36,070 SQ FT/ .0.82 AC. DESIGNED BY: I DRAWN BY:-- CHECKED I_ _BY:_. _. FIR DK T JC . PLANS PREPARED UNDER SUPERVISION OF DATE : 4111,1 1 7..._... - _. - ------- R.C.E. NO.: , 62716.... EXP. 6/30/18, PERMEABLE VOID FILLER, TYP !18"--318" PAVER BEDDING COURSE (NO. 8) AGGREGATE IN GRADE AS NEEDED i VOIDS (1i�� MIN) �8„ �8„ (ND. 8) AGGREGATE 2" SOLDIER COURSE, TYP DEPTH VARIES PER 1 6,I . .OgoS^D"OT'U"hco0<.'P.,C.. -O�tT PAVER „o eou AOo THICKNESS WET EDGE RESTRAINT, TYP VARIES 6" MIN 3" PERFORATED PVC PIPE (SCHD 40) ,q PERMEABLE PAVER SECTION 4 NO SCALE— - �AQOpOQODU�fi�P00(O} 12" NATIVE MATERIAL 1= --' !:' i COMPACTED TO 95% REL. COMPACTION 3/ " CRUSHED ROCK BASE 6" THK. CHOKER COURSE 3/8 "-1/2 " (NO. 57) CRUSHED ROCK 4" THK. ENGINEERING DIVISION APPROVALS RECOMMENDS : JQ0 APPROVED- . .lam C���v a'. MASIH MAHER EDWARD W. DEAN i I . 4129, 4 - .20' 1-7 s' w CONSTRUCTION BMP PLAN CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT GRADING O. DATE DATE PLANNING CASE NO: N /A.. 3456 BUMANN ROAD ATHINA ( Pi :264- 01-24) 01 w. �- II SHEET 4 OF 5 U C7 _ ZG w -J Z w o U— Ow NilU' x a� m C' 50' MIN. STORMWA TER POLL UTION CONTROL BMP OLI VENHAIN MUNICIPAL WA TER DISTRICT TO COMPLETELY SURROUND INLET GRAVEL BAGS STACKED 2 HIGH, - - - - CONSTRUCTION BMP NOTES NOTES FOR CONSTRUCTION A CT1 VI TIES POTABLE 1 X/A TER SYSTEM NOTES 8 MIN. PROFILE PAVED SITE MANAVEMENT REQUIREMENTS: CONCRETE WASHOUT (NOTES CONTINUED FROM SHEET 1) EXISTING GROUND SURFACE • CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT REMAINING DRY SEASON REQUIREMENTS (APRIL1 THRU SETT 3O AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE A. EXPOSED DISTRUBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER 50 I INSTALLED. THIS WOULD INCLUDE ALL BUILDING PADS, UNFINISHED ROADS AND SLOPES. SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. THE ONLY RELIEF FROM THIS REQUIREMENT FOR SLOPES GREATER THAN 3:1 (HOR TO VERT) WASHOUT LOCATION. PAVED IS IF THE. SITE HAS PROPERLY - DESIGNED DE' SILTING BASINS AT ALL DISCHARGE POINTS. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF CONSTRUCTION SITE ACCESS PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. i5 ° -iil =1 B. ADEQUATE PERIMETER PROTECTION BMP s MUST BE INSTALLED AND MAINTAINED. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS z: ti,�,.. 20 MIN. °ao8�o° SURFACE REMAINING C. ADEQUATE SEDIMENT CONTROL BMP's MUST BE INSTALLED AND MAINTAINED AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING DRAIN INLET D. ADEQUATE BMP's TO CONTROL OFF -SITE SEDIMENT TRACKING MUST BE INSTALLED AND MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT PLAN COUPLINGS WITH 4° MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING MAINTAINED. CONSTRUCTION VEHICLES PROVIDE APPROPRIATE TRANSITION E. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BMP's NECESSARY A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR (CURVING) OF PIPE SHALL BE PERMITTED. GRAVEL STONE SHALL BE 1 -3 INCHES BETWEEN STABILIZED CONSTR. CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT SECTION ENTRANCE AND PAVED SURFACE TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION, AND TO MAINTENANCE. ALT.. MAJOR REPAIRS SHALL BE MADE OFF -SITE. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL PREVENT SEDIMENT DISCHARGES, MUST BE STORED ON SITE. AREAS THAT HAVE ALREADY LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED EROSION CONTROL WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S DETAIL '0 /-y /� o VEGETATION STABILIZATION BMP's AS DESCRIBED BELOW ARE NOT CONSIDERED TO BE • EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR DETA IL S "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. ESPECIALLY SHALL BE PROTECTED AGAINST BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S GRAVEL BAGS A T INLET (PVT) STABILIZED CONSTRUCT/ ®N ENTRANCE (PVT/ F. THE PROJECT PROPONENT MUST HAVE AN APPROVED "WEATHER TRIGGERED" ACTION EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS REPRESENTATIVE. PLAN AND HAVE THE ABILITY TO DEPLOY STANDBY BMPs AS NEEDED TO COMPLETELY EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, NO SCALE NO SCALE PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM AND BONDED FIBER MATRIX. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET • EVENT. A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 50% CHANCE OF RAIN, NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. FROM A SIDE LOT LINE. A 3J4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING ALLOW 2' -5' AT TOE OF SLOPE ON REQUEST, THE PROJECT PROPONENT MUST PROVIDE PROOF OF THIS CAPABILITY. .DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. FOR SEDIMENT TO ACCUMULATE FILTER STAKE G. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMP's MUST COMMENCE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING 14, METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE FABRIC AS SOON AS SLOPES ARE COMPLETED FOR ANY PORTION OF THE SITE. THE PROJECT PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. DISTRICT'S PRIOR WRITTEN CONSENT. BIFFY PROPONENT MAY NOT CONTINUE TO RELY ON THE ABILITY TO DEPLOY STANDBY BMP • REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY MATERIALS TO PREVENT EROSION OF SLOPES THAT HAVE BEEN COMPLETED. NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL SEDIMENT TWO LEVELS OF H THE AREA THAT CAN BE CLEARED OR GRADED AND LEFT EXPOSED AT ONE TIME IS LIMITED UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. i_. - i= 1I1 -1I! _ �� ' SAND OR GRAVES TO THE AMOUNT OF ACREAGE THAT THE PROJECT PROPONENT CAN ADEQUATELY PROTECT DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON W -11 1I i -1i i - I N t TALLA TI ®N A BAGS - ONE BELOW PRIOR TO A PREDICTED RAINSTORM. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS CUSTOMER'S SIDE OF WATER METER. (I VISQUEEN, ONE NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE 11I I I, !Ili l I ABOVE RAINY SEASON REQUIREMENTS (OCT 1 THRU MARCH 31) PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO ' - ' - -- _ AND BIND THE SOIL, INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 6 -8 III =1111 1=111= 111= 11aI1= 111- 1ImIf: =1I C: (TO CONTAIN IN ADDITION TO THE REQUIREMENTS LISTED UNDER THE DRY SEASON REQUIREMENTS. BACKFILL �y - III- IT -1Ii =111= III =Ili= II1 -11 =1 SPILLAGE)' • PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING I1 =:Ih '- -II -I I I I I I -1 i IEI II=I I I -1I I l I C. 1. PERIMETER PROTECTION AND SEDIMENT CONTROL BMP'S MUST BE UPGRADED IF ACTIVITIES ARE COMPLETE. 17, LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE _T1 1 III 111 -1,I I - - NECESSARY TO PROVIDE SUFFICIENT PROTECTION FOR STORMS LIKELY TO OCCUR DURING WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. I I I -1 i I --111 I11- I- 11 =--1 II- -I' r LOCATED AT THE TEE WHENEVER POSSIBLE. - - - - THE RAINY SEASON ON -SITE CONSTRUCTION MATERIAL STORAGE IM III: -, r 2. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMP'S MUST BE INSTALLED AND • STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE ESTABLISHED FOR ALL COMPLETED SLOPES PRIOR TO THE START OF THE RAINY SEASON. IF SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED `� A SELECTED BMP FAILS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. STAKE 4 -6 _- (= III ='I y �' ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP SHOWS FUEL STORED ON -SITE. THAT THE BMP, AS INSTALLED, WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT • ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL 8E APPROVED BY THE DISTRICT VISQUEEN FILTER FABRIC "I { I- ..I I i- �,. WAS USED. REPAIRS OR REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP IN STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. _ SKIRT - PLACE, ._. � -al -- BASE, - -- f ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER 3. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH FLOWS AND STORMDRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WITH 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES HAY - - ;il - -_li DETAIL T _i CAN BE ADEQUATELY PROTECTED BY DEPLOYING STANDBY EROSION CONTROL AND AROUND THE PERIMETER AT ALL TIMES. WITH A TEMPORARY SEDIMENT BARRIER BALE _ - " -_ - _ ^ I -' _ ' i - ' - - -I -1I I� I jl - IN THE OMWD STANDARD SPECIFICATIONS, THE CLASS OF PIPE SHALL BE USED AS THE _- SANITARY TOILET (BIFFY,J I�ROTECTION SEDIMENT CONTROL BMP'S PRIOR TO A PREDICTED RAINSTORM. DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND NO SCALE 4. A DISTURBED AREA THAT IS NOT COMPLETED BUT THAT IS NOT BEING ACTIVELY GRADED TRAINING APPURTENANCES. • CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS Y T FROM ER • --- III-- !ll -{ I; .I : II = -�� -II! -- III- �f? =-� BACK FILL MUST BE FULL PROTECTED O EROSION IF LEFT FOR 10 OR MORE DAYS. THE ABILITY TO SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER DEPLOY STANDBY BMP MATERIALS IS NOT SUFFICIENT FOR THESE AREAS. BMP'S MUST 21, PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION ACTUALLY BE DEPLOYED. POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING STRENGTHENING EVERI'ONE WORKING ON SITE THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR II-11 i 11-111 I ±I -- ' I T IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND PERMIT HOLDER TO MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA II- - I 1 1I -1 GRAVEL BAGS GRADE RESPONSIBILITIES. SPECIFIED W THAT SPECIFICATION. II =1 IMi1 =1 OVERLAP ENDS SELECT, INSTALL AND MAINTAIN APPROPRIATE BMP'S. KEY IN FILTER FABRIC A WASTE MANAGEMENT 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF STAKE __ _ • CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND MINIMUM OF 6' BELOW j `% -- -- - - -_- _ UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE ELEVATION OF PIPES AND APPURTENANCES THE GROUND SURFACE OFF / - - - GROUND. WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY „ ! 1= III -�1II -III. � 7 r � ---� AND 6 ACROSS, THEN �� llI 1 + PROHIBITED. BACKFILL WITH DIRT OR (! 1 -i I I1 i I f NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE L1 I V I ' 1 �- STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR GRAVEL ---- FILTER -.11I= I I RUNOFF i TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING STAKE-----. FABRIC - I 1 =1 i ' f SWALE SHALL BE PLANTED WITH ADEQUATE GROUNDCOVER FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR _ { OR TURF. PLANTS THAT ARE NOT PRONE TO BLOCKING TURF LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVFRFD PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, r - -I � I- _�'► 111 1 THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. _ REINFORCEMENT MAT _ , _ l-- -ll�li- -;III- ANCHORING \ � �, SLOPES. •MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS; VEHICLE -1 i I -111 1 I I -1 - -I I I -I I I; I I -3 MIN. IF APPLICABLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE 24, ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY l ii I � I =-�_- �, j l i =Ili \ \ 16 MIN. . '= r -1111 I Ih r' \ c RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL APPROVED IN WRITING BY THE DISTRICT. } GAP BETWEEN BAGS 1-+, ; ^ OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF \ HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH � SPILL' L, �i � i� i ACTS A5 SPILLN �+� i -III_ I_,11 -Ill= BACK FJLL ---- - - - -�� j _ k £R v� ' 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT OMWD STANDARD SPECIFICATIONS. 760) 436 -4151. 111 -I!1` _'J �,,, �i i� IL -III .- Il:..liI -III =i I POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND _DETAIL 'R' DETAIL V / ,�i�i��i���ij1i �i /i��iii�� PORTABLE TOILETS TMUST BERIN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR SILT FENCE INS TALLA TION GRAVEL BAGS BARRIER 18" MIN. �✓ //j�/� \���� 6 MIN. LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE � �fi �/ ENGINEERED SOIL TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES, NO SCALE NO SCALE �/i��i ��. *SEE NOTE BELOW ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK 10 mrl WOOD FRAME 24" MIN, 2 MIN. 3/8 GRAVEL AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE EFFECTIVE AREA PLASTIC SECURELY FASTENED 16" MIN. 314" CRUSHED ROCK PER PLAN GRAVEL BAGS , AROUND ENTIRE *"ENGINEERED SOIL "LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX " OVERLAP ONTO CURB = ! _ - PERIMETER WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% VEGETATION PER OVERFLOW 6' OR SIDE BERM CURB OR SIDE - nii, WITWO STAKES SAND, 20 -307 COMPOST OR HARDWOOD MULCH, AND 20 -30%. TOPSOIL. LANDSCAPE PLAN CONTROL FREEBOARD i OF TRAVELWAY TWO- STACKED SECTION I NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 2.59 MUST INSTALL INLET 2x 10 ROUGH WOOD CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.57. UNLESS OTHERWISE - FRAME APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. I NOTE. NO FILTER FABRIC IS TO BE USED IN THIS SECTION. 1L_ 10" 3 - - VARIES DETAIL 'B'_- VEGETATED SWALE WITH � 5 FT MIN. (4 MIN) UNDERDRAIN FOR SANDYSOIL *18 SOIL MEDIA I I OVERFkOW POND OR TO RUNOFF NO SCALE L - STREAM " 10 mil PLASTIC I _ p - I� GAP BETWEEN BAGS LINING I WOOD STAKE TYP PER PLAN �^1 ST (min) * BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE Z ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS 6' MIN- -� ( ) SLOPE ROUNDING - i NO. 4 BARS NOTES: MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH NO - SEE CHART BELOW WITH ENDS OVERLAPPED 3. 0'- 5.0' - �- B $ MORE THAN 5% CLAY CONTENT. THE M1Y, SHALL CONTAIN (� TOP VIEW L SLOT 1. PLANS SHALL SPECIFY: 50 -609 SAND, 20 -309• COMPOST OR HARDWOOD Z DETAIL 'W' DETAIL Z' PAD ELEVATION L _ T a.) ROCK CLASS AND THICKNESS (T) MULCH, AND 20 -30% TOPSOIL. ry JON PLANS - 1.sT (min) w GRAVEL BAGS ON TRA VEL WA YS CONCRETE WASHOUT - ABOVE GROUND ` �.) FILTER MATERIAL, NUMBER OF LAYERS AND w NO SCALE NO SCALE 12 MIN 6 I ° ` �iY�' THICKNESS DETAIL A' - BIORETENTION BASIN Z - - , " �T�' ^r'-�Ir 2. RIP -RAP SHALL BE EITHER QUARRY STONE' OR NO SCALE �'^� p 6 „ -- SILL, CLASS BROKEN CONCRETE OF SHOWN ON THE -- - -- LJETAIL NOTES ES -i - I I Z- fI1= 1I1 = -_ f SECTIONA A 420 -C -2000 PLANS.) COBBLES NOT ACCEPTABLE. >- -i "'- III_ =111- 2 w 6" MIN 1 3, CONCRETE 3' PLACED LL BLANKET WHICH MAT BE EITHER GRANULAR O 1. CONSTRUCTION BMP DETAIL DRAWINGS ARE FOR REFERENCE. THE SLOPE ROUNDING MATERIAL OR PLASTIC FILTER CLOTH.FESSI�,� U CASQA STANDARD DRAWINGS WILL OTHERWISE GOVERN. TOTAL HEIGHT OF SLOPE -- H FEET L FEET S Cn� vy t1 0 - 5 - 1.5' 4. SEE STANDARD SPECIAL PROVISIONS FOR O, 5' - 20' 2.5' A �� \ \ \� SELECTION OF RIP RAP AND FILTER BLANKET. 20' - 40' 5' 5. RIP RAP ENERGY DISSIPATORS SHALL BE No. C062716 OVER 40' 10' DESIGNATED AS EITHER TYPE 1 OR TYPE 2. ' DETAIL t<� � - TYPICAL BERM/SWALE A �-I SECTION B -B 3(m )1 TYPE 2 SHALL BE WITHOUT CONCRETE SILL; ��92� Ct V 1_- � OF CA1 -\�` AT TOP OF ALL FILL SLOPES DETAIL D' - RIP RAP ENE_ RGY DISSIPA TOR (D -40, MODIFIED) NO SCALE NO SCALE BMP NOTES AND DETAILS DESIGNED BY: - DRAWN BY: CHECKED BY: CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK -,AS-BUILT _ FR -- DK Jc - ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. Ci•IAUG'E FIZEEBOP�RV DEPTtA -'DETAIL 'A' 1 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: -1 Q0 GRADING PLAN FOR AS-BUILT DESCRIPTION 2/p � DISK tN DROP INLET aC -17 APPROVE. - -- -- - -- -�N _ /14/20_ - -- O - - LOCATION: N SI1L`_FOR7tAV4 RD 50'S OF Aa4MS R(1N HORIZONTAL. _ I 0 Zo j �` DATE : �/i 1 i 7 �� ��� 3456 BUMAN N ROAD -- RECORD FROM: SURREY CONTROL (ROS 18416 JO OFF DATE - `��� ELEVATION 427.877_ _.. VERTICAL: -,�_ R.C.E. NO.: _62716 MASIHMAHER EDWARD W. DEAN, I! I AT'HINA ZARCADES DATUM: NAVD88 O C teverNoW JOHN COFF __4121 REVIEWER INSPECTOR SENIOR ENGINEER EXP. 6 30 _18 -- ��� ?- (APN: 264- 1Q1 -24) DATE DATE PLANNING CASE NO N/A _ SHEET 5 OF 5