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2016-12954 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER cn 1-5 NICOLE ZARCADES m OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT NICOLE ZARCADES AT 858) 945 -6451, 24 CONCRETE WASHOUT 3453 BUMANN ROAD Z HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN HOURS A DAY. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE ENCINITAS, CA 92024 K N ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE SANTA FE DR. OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL SITE ADDRESS y 4t NCH RD DRAINAGE NOTE DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15), ALL NECESSARY MATERIALS SHALL BE POST A SIGN DESIGNATING THE WASHOUT LOCATION. 3453 BUMANN ROAD 2 4041 TUNA RA STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID APN:264- 101 -25 9 < ' �PC� FOR ROCKING CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRUCTION SITE ACCESS NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS C i DR o ?��o �G� HD�R TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT O M vy v P AN APPROVED DRAINAGE FACILITY, 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL LEGAL DESCRIPTION 00 G G� 2 RD THE ENGINEERING INSPECTOR. F �N PANELS /PLATES. POR SW %4 OF SW %q OF NW %q OF S9, UTILITY NOTE T. 13S, R3W, SBM AS SHOWN ON R.O.S. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO CONSTRUCTION VEHICLES 15008 (FILE NO. 1995-08511904) VICINITY MAP ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES eYP SITE GENERAL NOTES 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. OWNER'S CERTIFICATE N.T.S. REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR EROSION CONTROL I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. I HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INSPECTION. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE ANYACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTOR, SUBCONTRACTORS, OFFICIALS, OFFICERS, 2. THE SOILS REPORT TITLED "INVESTIGATION, PROPOSED RESIDENTIAL BUILDING SITE, 3453 BUMANN INCORPORATED HEREON. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMITOR CONNECTED DIRECTLY OR ROAD, ENCINITAS, CALIFORNIA ", PREPARED BY ALLIED EARTH TECHNOLOGY, DATED MAY 16, 2016, INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. PROJECT #16- 1148D -5 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF I SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SLOPE AT THE CONCLUSION OF EACH WORK DAY. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN �1 l SAID REPORT. PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS SIGNATURE: "1 �� DATE: 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH UNNECESSARILY; THEY HELP DECREASE EROSION. NICOLE ZARCADES WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL SOILS ENGINEER'S CERTIFICATE GRADING. GRASSES TO SHIELD AND BIND THE SOIL. I, ROBERT E. CHAN, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPAMP NOTES PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON MAY 2, 2016. ONE REPLACED OR REPAIRED TO CONDITION 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. COMPLETE COPY 0 S:)ILS R T COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN EXISTING PRIOR TO GRADING. SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS SUBMITTED TO E OFF C O HE C ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM ON -SITE CONSTRUCTION MATERIAL STORAGE AND CERTIFY THAT THE OMME ATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DRAIN SYSTEM. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL INCORPORATED IN T DING NS AND SPECIFICATIONS. DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY ENGINEER OR A LICENSED LAND 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL CONTAINMENT FOR ALL FUEL STORED,ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES SIGNED: SURVEYOR. NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 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 RCE No.: 24613/ 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE TEMPORARY SEDIMENT BF,RRIER AROUND THE PERIMETER AT ALL TIMES. EXP. DATE: 12/31119 SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY r AND /OR THE TURF /LANDSCAPED AREAS. TRAINING JOB #: 16- 1148D5 I� 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE (1/2) MILE OF A STRUCTURE FOR HUMAN CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR OCCUPANCY SHALL NOT CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE ALLIED EARTH TECHNOLOGY SATURDAYS, SUNDAYS AND D CITY RECOGNIZED HOLIDAYS. UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM 7915 SILVERTON AVENUE, SUITE 317 SAN DIEGO, CALIFORNIA 92126 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE- CONSTRUCTION MEETING HAS BEEN u SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. PH. (858 586 -1665, 61 HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS 5. DRIVEWAYS SHALL HAVE A MINIMUM 2/o CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ) ( 9) 447 -4747 FAX (858) 586 -1650 ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE WASTE MANAGEMENT SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. IT TO AN ADEQUATE IMP /BMP. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION STATEMENT OF ENGINEER OF WORK MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY WITHOUT A PERMIT FROM THE CITY. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 12954 -G HAS BEEN PERFORMED IN WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE ARISING OUT OF THE WOR FORMED BY THE ENGINEER. AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED UGH A SITE. THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING QRpFESS1 OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER S• CO SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL SIGNATURE: DATE: It Z $ /L FOR THEIR INTENDED USE. REQUIRED FOR THIS STRUCTURE. PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS O C FFEY _� Il �zf �1L A SURFACES. No. C062716 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE OLIVENHAIN MUNICIPAL WATER DISTRICT POTABLE WATER SYSTEM NOTES: COFFEY ENGINEERING, INC. DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST 9666 B- "SINESSPARKAVENUE, SUITE 210 CIVIL DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL 1. POTABLE WATERWORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE SAN DIEGO, CA 92131 -1646 ( PH (858)831 -0111 FAX (858)831 -0179 9TF 0 MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER RCE EXPIRES: JUNE 30, 2018 OF CA��F DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD NOTIFICATIONS ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. EARTHWORK DATA MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1 H: 7 V TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE . MAXIMUM VERTICAL DEPTH OF CUT= 6 ' GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES MAXIMUM VERTICAL DEPTH OF FILL = 20 ' COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. MEETING WITH THE DISTRICT'S INSPECTOR. MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S CUT =11 300C.Y. FILL= 500 C.Y. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, EXPORT = 800 C.Y. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: REMEDIAL= 1050 C.Y. 3' REMOVAL AND RECOMPACTION UNDER AND 10' OUTSIDE OF BUILDING AREAS SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE A. SEWERS - CSD - (760)- 633 -2770 ) BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR C. WATER - OMWD-(760)753-6466 EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING D. TELEPHONE - SBC BELL - (760)- 489 -3411 DRAWING INDEX REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 TITLE SHEET ___ 1 ACCORDANCE WITH THE GRADING ORDINANCE. MONDAY OR FRIDAY. BMP PROJECT STATUS - PDP /HMP 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. VOID ___ 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF PHONE: (760)- 633 -2770. CONSTRUCTION BMP PLAN __ 3 OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT BMP NOTES AND DETAILS __ 4 PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK DETAILS, NOTES, AND __ 5 HOMEOWNER IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. ABBREVIATIONS PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTROL FACILITIES" CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE IMPERVIOUS AREA GRADI}dG & IMP PLAt1 _ C� 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0,477 SQ FT , RECORDED ON SEPT1 =N16ER 20 2016 FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY IMPERVIOUS AREA AFTER CONSTRUCTION: 21 555 FT PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND INCREASE IN IMPERVIOUS AREA: - SQ FT AS DOC. #: 2016 - 0¢97008 GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG IMPERVIOUS AREA NEW /REPLACED 17y603SO FT THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE ALERT PHONE: 800- 227 -2600) REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION OLIVENHAIN MUNICIPAL ENCINITAS FIRE DEPARTMENT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, TREE REMOVAL. LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY WATER DISTRICT CONSTRUCTION BEGINS. (NOTES CONTINUED ON SHEET 5) 2 - Z -1 b I ,�--- ,F� kJz Ii ( SI DATE IGN DATE SI ATE SI N DATE fclGlq DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. ( CHANGE Sftr T TOTAL & INDEX. ADD Sl1T 6• Z / / 1 " PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: �GtV AP ROV GRADING PLAN FOR: VOID SRT.2• UPDAZE AREA DESCRIPTION: 2/ C1SKIN °INLET (ETA -17) LOCATION: N SIDE FLIFTUN4 RM RD 50S OF AGWS RUN HORIZONTAL: N/A DATE : l l Z S 1 V /VI 3453 BUMANN ROAD 12954 G RECORD FROM: SURVEY CONTROL (ROS 18416) VERTICAL: N/A ENGINEER'S NAME DATE MASIH MAHER EDwA90 w. AA 11 NICOLE ZARCADES ELEVATION: 427.877 _ R.C.E. NO.: 62716 DATUM: NAV688 JOHN OFF Y - 2" 23 116 /Z • Z3 • /% (APN: 264- 101 -25) REVIEWER INSPECTOR SENIOR ENGINEER EXP. 6 30 18. DATE DATE PLANNING CASE NO: N/A SHEET 1 OF C U Z V Z ry LLI 'uj V LLJ LLI IL LL- 0 A" m 114 ®6 10C H =2.67' 6„ BOTH WAYS TW 328.0 3„ 6" 4" AC BW 326.3 2?? TF 325.33 21 - (E)GRAOE 328 ._._ __ __ ° PCC 1 _ MAP 11809 %2" 326 5 1 a6' OVER BASE FNL7 1.5'° t 3, 4" 324 j 7� RCE 11925 CONCR HALL BE SECTION F -F SECTION B -B ` LOT 55 560 -C -32 N.T.S. I I N.T.S. 1 1 1� ILL �. 25' I'At I UAUA G -5, 1 0 20 40 60 NEW 16' Iti r 0.751 IP RI1vf;325. >' 11 I.t IE =l 324. 15 1RI1= 328 n BRIW =.326 C14 N II hI ;RIM =£ $2.P � IET E 81 ca I4 I I l I ? � CO : N m 1 FIRE APPARATUS TI =5.0 I° 327.0 CIVI N Ex-r 227 owe. MONUMENTS " 1 SECTION C -C I SETBACK RIM�382 0' o IE ; 2 814'% 3' MAX HIGH N.T.S. RETAINING WALL PER SDRSD C -2 3 (TYP.) GONG. BROW B! DITCH AT TOP ' OF CMU WALL 1 5' , rRl� 3�8.(j BRIE 326.E RETAINING WALLI WATERPROFING AND SUBDRAIN ILL �. 25' I'At I UAUA G -5, DRIVEWAY AND TURNAROUND 0 20 40 60 NEW 16' Iti r 0.751 IP RI1vf;325. >' 11 AC IE =l 324. 15 1RI1= 328 n BRIW =.326 C14 N I� hI ;RIM =£ $2.P � IET E 81 ca I4 I I l I ? � CO : N m 1 FIRE APPARATUS TI =5.0 I° 327.0 CIVI N Ex-r 227 owe. MONUMENTS " 1 SECTION C -C I SETBACK RIM�382 0' o IE ; 2 814'% 3' MAX HIGH N.T.S. RETAINING WALL PER SDRSD C -2 3 (TYP.) GONG. BROW B! DITCH AT TOP ' OF CMU WALL 1 5' ; B° rRl� 3�8.(j BRIE 326.E RETAINING WALLI WATERPROFING AND SUBDRAIN SURVEY MO TS IN E, TYP CHANGE NO. V©lU - _ RDA WIDENING M H " MATCH- EX. TRAIL AND LEGEND PAVt GRADES TO NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, s;" i- THE SA FACTIDNF PRIVATE ROAD . PURPOSES AND APPURTENANCES, 6" AC � CITY' PAS AND OVER, ALONG AND ACROSS LOT 73 (BUMANN ROAD) `,I `� BERM DESCRIPTION STD DWG OL RECR LION PAVE TRAIL OF CITY OF ENCINITAS TRACT N0. 4574, ACCORDING .T ^. PER °45'45 "W TO MAP NO. 11809, FILED MAY 18, 1987 O.R. TO �•�.°,. END ITJ-1 3 AC=OVER PROPERTY LINE EASEMENT AND RIGHT OF WAY FOR THE „ BENEFIT OF PROJECT SITE _ G -5 y 4 C SS 11 BA (P) WALL (PVT) UNDERGROUND UTILITY CONSTRUCTION, (DEED PAR 4) ® t TM- 5 (E) WALL OPERATION, REPAIR IN FAVOR OF CITY (' t EXISTING CONTOUR SDG &E PER DOCUMENT RECORDED 15' RECREATION 4 �', i PROPOSED CONTOUR (PVT) gp NOVEMBER 9, 1970 AS FILE INTERIOR TRAIL 60 NO. 1970-204440 OF O.R. SIDE D `` ;, (P) PCC DRIVEWAY (PVT) -14F I,� (TR EXCEPTION #5) SETBACK � (P1 AC BERM TYPE A' (PVT) G 5 W I I � EXl W / - N 1 °50 33 E 417.80 E M PER CS -390 8 s FH'W p _..__ _ __._._ _. ASPHALT PAVING ) 4 AC OVER 6 CL ll BASE -• -; _ _ _ _ ( 1 O -�a 4 -�, -!�:- �• !�� , - -,�-_ �,�- , ' , , . �'�; � --� � - - " -- � ��"`,." '� -`--, :L':i:` -'mac'. 1, _ `.e '.^ ', i i _ + � _.. � 4 �� ' � M�f. •._ � -?. EX. EC ' `. : ` ET. ELE Y�I ^ .._ ' .. EX. ;ELEC EX ELEC 1 rn u o E PCC PAVING PVT(PVT 5.5" THICK, OVER 6 CL II BASE `,. ELEC. I cs TR HEAVY BROOM FINISH ._ - _ - -.`s- .�'-,,7-', '`,' <- t- - - -': - - �-- - �', _ PROTECT IN PLEICE G. 1 PROTECT IN e „ -- - -- -- ".4 FOR-- . �� o- E ': WA'TER ME7`ERS p 3 VEGETATED SWALE) P - -� - '-- ` - - - - ° �'? PLACE E / 'Q , � , � � j SURVEY - -_ O EASEMENT 'FOR CATTLE CROSSING TN ` t (E) GARAGE i fi s 20 ONUMENT P _.____.._, r 8 , 3 . (E) SPOT EL N 'FAVOR OF PHILLIP`CRITTENDON -4, ` ;t. 4 t TO REMAIN x.00 (P) SPO ATION 10 ALICE C CRITTENDON PER,D000MENT ;t ? +' > RECORDED SEPTEMBER 19, 1957 IN " ' € ` ate•.' ? ' - EASE ENT FOR, ROAD AND UTILITY E DING FOOTPRINT BK 675 PG 568 OF O.R. .} PURPOSES IN /-AV OH OF HERMAN`.BUM NN ', 3:. IDE (DEED PAR 3 & TR EXCEPTION 4 #2) I I ; ; s r' ,, ; PER DOCU ENT: RECORDED AUGUST i13, x AQ? RILLWAY - ) BUILDING FOOTPRINT PVT i 1969 S FILE NQ 147574 ,OF O,R. 2:,1 CUf ) O (DEED': PAR= EL Z & TR EXCEPTION $LOPE 11. P DRAINAGE SWALE OR DIRECTION OF FLOW PVT ( (PVT) Iv, _ � I, I; 4 { � X13) ,. ". ; ) ) - EA MENT AND RIGHT OF WAY FOR PIPELINE CONSTR4 CTIO:, ED, p1 +1 if ii i AC `ESS i ANC MA T VEGETAT G 4, , ; : 10' DISTANCE TO (E) DIRECTION OF FL - - -► - - -► N E ANCE PU POSES IN FAVO OF.OLIV:NHAIN ,, E HOUSE _ SWALE , ., .'t. WATER A4Al� O MUNICIPAL CATER DISTRICT PER. DOCUMENT RECORDPD JANUA Y 3f' S ; ' P 12x12 BOX W GRATE PVT BROOKS OR SIM TO BE O �UTBUItDINGS .. i PER DETAIL f 4 ;' : PER OMW O / (PVT) ( )❑ TO BE REMOVED i ;l li I ;s' I REPURPOSED I t'`, 2002 AS DOC ° #2002 -00 4538 OIL O.R. 1 _,. �,, P PVC DRAIN LINE PVC - - - - - u PER ARCHITECT y (TR EXCEPTIONS #7) ``4 STORM DRAIN O (PVC) E SHED TO 2.1-.FILL SLOPE PLANS EASkME�T AND RIGHT OF WAY FOR ROAD AND PUBLIC UTI' TTY CHA NEC +B W � `�' '- �' -� �r... CC (P) 6" LANDSCAPE DRAIN (PVT) O RESQ(\? , ' ' i ': ( I PURPO: ES hN FAVOR OF GRAN R'S `ADJOINING LANDS P,ER N EEO. ,1 IN BE REMOVED Ir DRIVEWAY SEE t - AY PER P 5" HARDSCAPE DRAIN PVT 6 BER OOCIIME'NT RECOO ED MARCH 24, 19 +70 A INSTR j^,5DB92 OD O'R.., M 14F MOD. O (PVT) ;43258 C SWALE .ON TOP; S4WCUT ( 1 SECTION F -F, MO SIDEWALK (P) 6„ CLEAN OUT (PVT) 323.3 _• _ 5 OF SLOPE 'PER VMT (TR EXCEPTION # THIS SHEET "' `� �'. ? DERAIL ': I c( - (EAC PVMT _ 14.7'y It, 1 1 (P) RIP RAP (PVT) D -40 -� TO REMAIN' - - ► 1n h (P) PCC HEADWALL (PVT) D -32 - - 12 x12 : _.,. I = ... __ :.. ter,.n s ��'I^ `" PER SDRSDWD1 -32. CATCH E L- tV.: ,.c� N N w N F 9: (P) CMU RETAINING WALL (PINT) SDRSD C -2 BASIN » . ". \o 12 x 12 L- _ ___ ,L = 1 '4 1E. -270.8 �sr•. RIM =325.5 AC?AVEME1T.e CATCH BASIN �'^ �, `I 1 VEGETATED SWALE (P) CMU STEMWALL (PVT) IE =322.5 %I _ ._._ `. O' RIM =314 5 ';i, _ ' AC SPILL WAY_e" 2Ox" PER: TYP SECT, SLOPE PROJECTION - CUT /FILL AN 1') °? IE312 5 y _ 2 %. I SKFET 3 \,_ �, RIP .RAP PER SDRSD D 40; TYPE 1 I - +--- P DAYLIGHT LINE OPEN CORRAL O 6 p\ ,r' m � E� (MOD. - NO HEADWALL) VC ®)i fir:, 6X10' N0. 2 BACKING, T= 1.1'�g j ;: 1 �q (P) 1 112" WATER SERVICE w /REDUCED OMWD B -1.4, C -2.1 W P C P ^mod j r1 �{ PRESSURE DEVICE PVT u i ` OVER 6" GRAVEL FILTER BLANK is (PVT) :: ARPROX. P.Q.C. ".:;.,.. - _,.v 1 f E EGDE OF ROADWAY PAVEMENT IE�31,5.5 i E .LANAI TO S WER 'SERVICE I i ( ) �I 1(.) � AC BERM, CONTRACTOR TO. VERIFY PER G -5 ` A sY -- E REMOVED .:. ; . • E PALM TREE TREE JN ALL 67 , BERM,_ l I� O /�< V4YY ON TOP . ev- c I - .. , REMOVE (E) AC 1 ..' :. i FF : ;326:7 QF FILL, SLOPES'. PVMT. ,RESTORE ,,, ' ti1.. (E) SEWER LATERAL PAD-326•,0' ° PER 'D L` . C` `, _ [ p� �.: GRADINMG, ADD I 276.8 I . ( a -_.' J A ^ A r. 4 p PLANTING YO 6» PE 2 .1 5 1 NOTES \ B /� , SLOPE �, 5 cv M RIM -326:0 , . ( £ NA DRAT E G IE 322.8' \ (£) !SHED, TQ : I ,I�1 1. ALL MAIN DRAIN LINES SHOWN TO BE 6" PVC ® 1% MINIMUM SLOPE aF W UNLESS OTHERWISE NOTED. \ B REMOVE - :1 LOPE - �( o RIM -326.0 , , OPEN CORRAL ? .:.. ; I w. , - + d. � Z 1 : 2. ALL CATCH BASIN LEADS TO BE 4 PVC @ 27 MINIMUM SLOPE UNLESS OTHERWISE NOTED. 323.4 1' / 3. HARDSCAPE GRADES TO BE 1% MINIMUM TO DRAINS AND AWAY FROM T RIM =32554 IDE x 18' O.C. CURB :t • DES 0 STRUCTURE t IE= 323 5 \ o= t �8 x 30" SPLASH PAD TO M t ?i'; 4. SOFTSCAPE GRADES TO BE 2% MINIMUM TO DRAINS 1% WHERE F 1 .. a w ( LOW IS CONCENTR4TED) AND OPEN CORRAL jVEGL�ATED SWALE PER TYPICAL \ V I T' 1� 30' 2% MINIMUM AWAY FROM STRUCTURE. l + SECTION, SHEET 5 - / SINGUF FAMILY. A s, -3`, i �° I_ w �. HOUSE`.: A czr FRONT 5. SOIL COVER ABOVE DRAIN LINES SHALL BE 12" MINIMUM UNLESS OTHERWISE NOTED. l� ' FF =.; `326:7''` . �: Cs�\ % t ,, ;. •. ,, ` ® ^�+ :` � _. (TO 1t'E;tn'e;tN) i 4 . YARD 1 1' �o - <, 6. NOTIFY CIVIL ENGINEER IF ANY � E G NEER NON DRAINING SUMP / ` '. ^ CONDITIONS BECOME APPARENT PAR =326.8 (E) SHED TO 6+\ : .r n REST N :' SETBACK E T DURING \ E i BIORETENTION CONSTRUCTION. L- - DS BE REMOVED , 0 • C EFFECTIVE AREA ; a N ! 1 7. ALL ROOF DRAINS TO DRAIN TO LANDSCAPE OR PLANTER 326 326 » WALE ON TOP �0 E AREAS PRIOR TO BEING COLLECTED IN 183'x9.2' =1, 684 SF I o o C.O. OF`;SLOPE E n PRIVATE STORM DRAIN SYSTEM. P.R DETA1l`t TOP: 277.00 N N I 77 S ; RIM =301.5 1 ( (E)SMH; 1, 8. ALL OVERHEAD UTILITIES SERVICING THE SUBJECT PROPERTY SHALL BE PLACE UNDERGROUND. DS PONDING. 276.83 ' ^ 15 :00' IE =299.5 BOTTOM: 276.00 eF op 7.%J Q11 t�+ : FF -^ 326 7 . r. , ` N n 1.'= , "I 1 BMP SPECIAL INSPECTION NOTES - .BRW=,'3326.0: �'' PAD -326:0 (E) AC ROAD EDGE OF 6 3 RAGE %% 6 0 ro I 110' DISTANCE 2 1 , i ,. i , , 1, , . '4 PAVEMENT TYP. cv cV ..s. ^� i 4, ( ) 326.7. 5 s , ' ' 3 ; ', : I ; , � ; :: `? , s SPECIAL INSPECTION OF ALL POST J,?' , �/ : o ,;; ;; ;, ,` TO WATER MAIN CONSTRUCTION BIORETENTION BASINS BY THE ENGINEER OF RECORD PER 0 OR ANOTHER LICENSED CIVIL ENGINEER RE UIRED AT TH ml w MIND O E FOLLOWING STAGES. JLO "® "So 15®®� 'o PROGRESS PICTURES STEMWALL N� REMOVE ';(E) N OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE z. DRIVEWAY AC' RIM= 276.83 .; CITY AT THE FOLLOWING STAGES: SLOP ti 1. BASIN EXCAVATION tCiE / `TRWo-328,Q E E - S ' ? rn, I PV T. TORE IE= 274.9 W a M ICES I -'r 2. PLACEMENT OF PERFORATED PIPE ��i- S, BRVBa� 26.3• GRADING, ADD EASEMENT FOR ROAD AND UTILITY'_ `. ^ " RISER PIPE, OUTLET PIPE, HMP ORIFICE, ETC. s ° 3. PLACEMENT OF GRAVEL LAYER STONE WAE p PLANTINOi' TO PURPOSES IN FAVOR OF HERMAN �, '�' 4. PLACEMENT OF ENGINEERED SOIL LAYER AROHI(E IAN, , s SLOPE BUMANN PER DOCUMENT RECORDED ca i 5. FINAL BASIN GRADING t° TYP = ' AUGUST 13, 1969, AS FILE i r 6. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED 326 ', I j > N0. 1969 - 14774 OF O.R. STONE, a a ' OPEN CORRAL v`LL Rl1?- - 6 ".ffVC s a OUTLET W4LL RAP P RSD D . 40, TYPE 1 N 9.2 _ k DRAM (MO " . NO HEADWALL) 25.1 LF i ':. I ' GONC EFFECTIVE AREA 'THROUGH, TURNAROUND , 1 `FENCE ON'X 10' N0. BACKING, T =1.1 ' ®8.5% '. HEADWALL PER OVERFLOW B I t / V ;' i SDRSD D -32. WALL, TYP° a i ,EXISTING GRADE ER 6 GRAN ,FILTER BLANKET I VEGETATION PER CONTROL Q j1 s s . ; IE =273.0 r nAlri rllaa 4 1 19"Y19" - Innr I I ; <r7!%e I LANDSCAPE PLAN -� 1 INLET 2 FREEBOARD ND TYPE B AC DIKE PER TYP (OUTLET ONLY) G -5, DRIVEWAY AND TURNAROUND 0 20 40 60 NEW 16' 5 v ob zu W °o 1 b..1b 0.751 IP 2" AC SURFACES TO BE CAPABLE 15 OZ$� C14 N PER OMWD STD DWG cn ' NO SIDEWALK CONCRETE o ca 29, OF SUPPORTING A 75,000 LB. INTERIOR] DRIVEWAY CO N N m �Yc STA- PER MAIN (E) '3/4" IP SURVEY FIRE APPARATUS TI =5.0 SIDE CIVI N Ex-r 227 owe. MONUMENTS " 1 SECTION C -C 9TF OF CAI- \F SETBACK o N.T.S. o .STA. 07 -1- Z 7 �� = INSTALL 1%2" WATER `� ; k'/ 'v r u" 20 ; _ DRIVEWAY PER 0 20 40 60 S. C ` DFAN o � SERVICE W/ RPBFP ASSY. 14F G - MOD. [ OZ$� C14 N PER OMWD STD DWG cn ' NO SIDEWALK C062716 v NO. B -1.4, C -2.1 PROTECT IN PLACE SCALE: 1 '� =20 N m �Yc STA- PER MAIN (E) '3/4" IP SURVEY CIVI Ex-r 227 owe. MONUMENTS " GRADING & DRAINAGE PLAN 9TF OF CAI- \F DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS FIR JC CITY OF ENCIIVITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DK DESCRIPTION: 2 % "HASS D17 IN a'UP 1IfET RC -17 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE : �Q� GRADING PLAN FOR: ( ) APPROVED: LOCATION: N SIDE FOPIfMl4 Rar1C11 50'S QF ACMM'S RIM1 HORIZONTAL: DATE : �.'Z__at1Ll. ��o^^a 3453 BUMANN ROAD 12954 -G RECORD FROM: SURVEY CONTROL (ROS 18416)' ENGINEER'S NAME DATE MASH MAHER EW1e/gRf� W �EAtitq I J NICOLE ZARCADES ELEVATION: 427.$77 VERTICAL: R.C.E. NO.: 62716 DATUM: NAVD88 JOHN CO F EY 12 /Z3iI b ` l2 23 /fo APN: 264- 101••25 REVIEWER INSPECTOR SENIOR ENGINEER EXP. 6/30/18 DATE DATE PLANNING CASE NO: N/A HEFT 2 OF f VOID) SHEE�T- SE E SHEET 6 a 3 : , t a i : ' E 'BUILDING : : i FOOTPRINT T a ' w l LIMITS i ? t _ it INLET PROTECTION , F __-PER SE 1- >- w "r 1 i 4 , All B 0 , i 10 > N t , L i ,l r" ca v 11 e °; .....w. - E I t _ t t� 5� -t t i ; �, , , t.z , y t s i ��. t ,' 4 .. 4.t 4 l 3s tt APP ROX. P.O.C. I 'SEWER SERVICE. 4 , CONTRACTOR TO VERIFY k n )VUltUING FOOTPRINT l I / ; (4580—G: i f t 1 � I i t a h t 5 a t F ; 1 it IN j V , (�O REMAIN) } ' — ►QN r•. - INLET M o Ln PROTEC ��N N t7. , , c a BUILDING d FOOTPRINT i ry N : J - LIMITS i L _ m �;..,�.. 7 , r I � , El: t b , z i 3 i i INLET ;4 PROTECTION '` 326 PER �® j i # :4 N SE -10 �l ` ' ; , \ +SILT FENCE 14; FENCE SE -1 HIGH DESCRIPTION STD DWG " SYMBOL PROPERTY LINE N45 °4545"W STREET CENTERLINE �- PROPERTY LINE - OFFSITE - DISTURBED AREA LIMITS (0.87 ACRES) EC -2 / / / // // / // // /// SILT FENCE SE -1, DTL. 'R' GRAVEL BAG BERM /BARRIER SE -6, DTL 'V', DTL 'W' Q?o�0Q0000 INLET PROTECTION SE -10, DETAIL Q DIRECTION /COURSE OF FLOW TEMPORARY SWALE —y HYDRAULIC MULCH /HYDROSEED EC -1, EC -4 STABILIZED CONSTRUCTION ENTRANCE TC -1, DTL. 'S' O 00 O 0o O MATERIALS DELIVERY AND STORAGE AREA WM -1 WM -1 TEMPORARY TRASH /SOLID WASTE WM -5 WM -5 HAZARDOUS AND CONCRETE WM -6, WM -8, DTL. 'Z' WM -6 WASTE MANAGEMENT WM -8 SANITARY WASTE WM -9, DTL. 'T' WM -9 (PORTABLE TOILET) STOCKPILE kANAGEMENT WM -3 WM -3 * STANDARD DRAWINGS (SE -5, WM -5, ETC.) CAN BE FOUND AT THE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) WEBSITE: http: / /www.cabmphandbooks.com. DETAIL DRAWINGS ARE LOCATED ON GRADING AND CONSTRUCTION BMP DETAILS (SHEET 4 OF 5). PRE - DEVELOPMENT IMPERVIOUS AREA= 20,477 SO FT DEVELOPMENT IMPERVIOUS AREA= 20,052 SO FT NEW /REPLACED IMPERVIOUS AREA= 16,100 SO FT AMOUNT OF DISTURBANCE AREA = 48,600 SO FT Z Z Lu W Z Z W W LL LL 0 La 1 d Y ay, r x � �f ic r _• "_ _ ___ _ _:_: M °fit:. ... m M e e. _.:_ t.,a . .�._... : : , .:::m::m: .. ..___ . ._..... .. : .^ .ne:... � � " :, lit _ } } tr �R PE t, t t d � � _ P d � , j x i F r\ i i , FOOTPRINT T a ' w l LIMITS i ? t _ it INLET PROTECTION , F __-PER SE 1- >- w "r 1 i 4 , All B 0 , i 10 > N t , L i ,l r" ca v 11 e °; .....w. - E I t _ t t� 5� -t t i ; �, , , t.z , y t s i ��. t ,' 4 .. 4.t 4 l 3s tt APP ROX. P.O.C. I 'SEWER SERVICE. 4 , CONTRACTOR TO VERIFY k n )VUltUING FOOTPRINT l I / ; (4580—G: i f t 1 � I i t a h t 5 a t F ; 1 it IN j V , (�O REMAIN) } ' — ►QN r•. - INLET M o Ln PROTEC ��N N t7. , , c a BUILDING d FOOTPRINT i ry N : J - LIMITS i L _ m �;..,�.. 7 , r I � , El: t b , z i 3 i i INLET ;4 PROTECTION '` 326 PER �® j i # :4 N SE -10 �l ` ' ; , \ +SILT FENCE 14; FENCE SE -1 HIGH DESCRIPTION STD DWG " SYMBOL PROPERTY LINE N45 °4545"W STREET CENTERLINE �- PROPERTY LINE - OFFSITE - DISTURBED AREA LIMITS (0.87 ACRES) EC -2 / / / // // / // // /// SILT FENCE SE -1, DTL. 'R' GRAVEL BAG BERM /BARRIER SE -6, DTL 'V', DTL 'W' Q?o�0Q0000 INLET PROTECTION SE -10, DETAIL Q DIRECTION /COURSE OF FLOW TEMPORARY SWALE —y HYDRAULIC MULCH /HYDROSEED EC -1, EC -4 STABILIZED CONSTRUCTION ENTRANCE TC -1, DTL. 'S' O 00 O 0o O MATERIALS DELIVERY AND STORAGE AREA WM -1 WM -1 TEMPORARY TRASH /SOLID WASTE WM -5 WM -5 HAZARDOUS AND CONCRETE WM -6, WM -8, DTL. 'Z' WM -6 WASTE MANAGEMENT WM -8 SANITARY WASTE WM -9, DTL. 'T' WM -9 (PORTABLE TOILET) STOCKPILE kANAGEMENT WM -3 WM -3 * STANDARD DRAWINGS (SE -5, WM -5, ETC.) CAN BE FOUND AT THE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) WEBSITE: http: / /www.cabmphandbooks.com. DETAIL DRAWINGS ARE LOCATED ON GRADING AND CONSTRUCTION BMP DETAILS (SHEET 4 OF 5). PRE - DEVELOPMENT IMPERVIOUS AREA= 20,477 SO FT DEVELOPMENT IMPERVIOUS AREA= 20,052 SO FT NEW /REPLACED IMPERVIOUS AREA= 16,100 SO FT AMOUNT OF DISTURBANCE AREA = 48,600 SO FT Z Z Lu W Z Z W W LL LL 0 La 1 PRE - DEVELOPMENT IMPERVIOUS AREA= 20,477 SO FT DEVELOPMENT IMPERVIOUS AREA= 20,052 SO FT NEW /REPLACED IMPERVIOUS AREA= 16,100 SO FT AMOUNT OF DISTURBANCE AREA = 48,600 SO FT Z Z Lu W Z Z W W LL LL 0 La 1 GRAVEL BAGS STACKED 2 HIGH, TO COMPLETELY SURROUND INLET - �N_M- DRAIN INLET SECTION DETAIL 'Q' GRAVEL BAGS AT INLET /PVT, NO SCALE ALLOW 2' -5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUIIULATEJ FILTER STAKE 17 FABRIC = UNO F -8„ BACKFILL llw� � CPU, � ai =.n_u— ��ieJ11811B11Ed KEY IN FILTER FABRIC A' MINIMUM OF 6' BELOW THE GROUND SURFACE AND 6" ACROSS, THEN BACKFILL WITH DIRT OR GRAVEL H:�:- FILTER STAKES I [ FABRIC DETAIL 'R' INSTALLATION 7 L BACK FILL STRENGTHENING FF �J ANCHORING BACK FILL SILT FENCE INSTALLATION NO SCALE EXISTING 8" MINT PROFILE PAVED SURFACE REMAINING BIFFY DETAIL 'T' SANITARY TOILET IBI, GRAVFI RAGS TWO LEVELS OF SAND OR GRAVEL Q BAGS - ONE BELOW VISQUEEN, ONE ABOVE SPILLAGE) VISQUEEN .SKIRT I PROTECTION DETAIL 'V GRAVEL BAGS BARRIER NO SCALE STORM WA X/A TER POLLUTION CONTROL BMP OVERLAPBONTO NOTES FOR CONSTRUCTION ACTI VI TIES CURB 20 'MIN OR SIDE BERM CURB OR SIDE �& a ° °%°�m PAVED cHEC_CD BY: • CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT '° SURFACE REMAINING T ..._..W. _.., ; 1 LOCATION. 5 FT MIN. PLAN • 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 PROVIDE APPROPRIATE TRANSITION GRAVEL STONE SHALL BE 1 -3 INCHES BETWEEN STABILIZED CONSTR. GAP BETWEEN BAGS ACTS AS SPILLWAY • A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR ENTRANCE AND PAVED SURFACE DETAIL 'S' WITH ENDS OVERLAPPED MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. STABILIZED CONSTRUCTION ENTRANCE /PVT, BIFFY DETAIL 'T' SANITARY TOILET IBI, GRAVFI RAGS TWO LEVELS OF SAND OR GRAVEL Q BAGS - ONE BELOW VISQUEEN, ONE ABOVE SPILLAGE) VISQUEEN .SKIRT I PROTECTION DETAIL 'V GRAVEL BAGS BARRIER NO SCALE DETAIL NOTES 1. CONSTRUCTION BMP DETAIL DRAWINGS ARE FOR REFERENCE. THE CASQA STANDARD DRAWINGS WILL OTHERWISE GOVERN. CONSTRUCTION BMP NOTES SITE MANAGEMENT REQUIREMENTS: DRY SEASON REQUIREMENTS (APRIL 1 THRU SEPT 30) A. EXPOSED OISTRUBED AREAS MUST HAVE EROSION PROTECTION'BMPs PROPERLY INSTALLED. THIS WOULD INCLUDE ALL BUILDING PADS, UNFINISHED ROADS AND SLOPES. THE ONLY RELIEF FROM THIS REQUIREMENT FOR SLOPES GREATER THAN 3:1 (HOR TO VERT) IS IF THE SITE HAS PROPERLY - DESIGNED DE- SILTING BASINS AT ALL DISCHARGE POINTS. B. ADEQUATE PERIMETER PROTECTION BMP's MUST BE INSTALLED AND MAINTAINED. C. ADEQUATE SEDIMENT CONTROL BMP's MUST BE INSTALLED AND MAINTAINED. D. ADEQUATE BMP's TO CONTROL OFF -SITE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED. E A MINIMUM OF 1259 OF THE MATERIAL NEEDED TO INSTALL STANDBY BMP's NECESSARY TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION, AND TO PREVENT SEDIMENT DISCHARGES, MUST BE STORED ON SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMP's AS DESCRIBED BELOW ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. F. THE PROJECT PROPONENT MUST HAVE AN APPROVED 'WEATHER TRIGGERED" ACTION PLAN AND HAVE THE ABILITY TO DEPLOY STANDBY BMPs AS NEEDED TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT. A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 509 CHANCE OF RAIN. ON REQUEST, THE PROJECT PROPONENT MUST PROVIDE PROOF OF THIS CAPABILITY. G. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMP's MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED FOR ANY PORTION OF THE SITE. THE PROJECT PROPONENT MAY NOT CONTINUE TO RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HAVE BEEN COMPLETED. H THE AREA THAT CAN BE CLEARED OR GRADED AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE PROJECT PROPONENT CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAINSTORM. RAINS SEASON REQUIREMENTS (OCT 1 THRU MARCH 31) IN ADDITION TO THE REQUIREMENTS LISTED UNDER THE DRY SEASON REQUIREMENTS: 1. PERIMETER PROTECTION AND SEDIMENT CONTROL BMP'S MUST BE UPGRADED IF NECESSARY TO PROVIDE SUFFICIENT PROTECTION FOR STORMS LIKELY TO OCCUR DURING THE RAINY SEASON. 2. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMP'S MUST BE INSTALLED AND ESTABLISHED FOR ALL COMPLETED SLOPES PRIOR TO THE START OF THE RAINY SEASON. IF A SELECTED BMP FAILS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP SHOWS THAT THE BMP, AS INSTALLED, WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS OR REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP IN PLACE. J. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY DEPLOYING STANDBY EROSION CONTROL AND SEDIMENT CONTROL BMP'S PRIOR TO A PREDICTED RAINSTORM. 4. A DISTURBED AREA THAT IS NOT COMPLETED BUT THAT IS NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 10 OR MORE DAYS. THE ABILITY TO DEPLOY STANDBY BMP MATERIALS IS NOT SUFFICIENT FOR THESE AREAS. BMP'S MUST ACTUALLY BE DEPLOYED. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND PERMIT HOLDER TO SELECT, INSTALL AND MAINTAIN APPROPRIATE BMP'S. No. C062716 s • 01 V 1%- BMP NOTES AND DETAILS F of cA��F STORM WA X/A TER POLLUTION CONTROL BMP OVERLAPBONTO NOTES FOR CONSTRUCTION ACTI VI TIES CURB BENCHMARK 1 DESCRIPTION: 2 / "B�s a9C 1N D� InLET (E�iC -17,� LOCATION: N 9DE FORILM R*Dl RD 50S CF A10hV1S RUN RECORD FROM: SURVEY CONTROL (ROS 18416) ELEVATION: 427.877 DATUM: NAV088 OR SIDE BERM CURB OR SIDE AS -BUILT OF TRAVELWAY CONCRETE WASHOUT cHEC_CD BY: • CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, PLANS PREPARED UNDER SUPERVISION OF DATE 111-18114 R.C.E. NO.: 62716 JOHN CO FEY EXP. 6/30Z_18 MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 5 FT MIN. 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 RUNOFF AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES GAP BETWEEN BAGS ACTS AS SPILLWAY • A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR THREE LAYERS OF GRAVEL BAGS CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT WITH ENDS OVERLAPPED MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. DETAIL 'W' EROSION CONTROL GRA VEL BA GS ON TRA VEL WA YS • EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES REVIEWER INSPECTOR SENIOR ENGINEER ESPECIALLY SHALL BE PROTECTED AGAINST NO SCALE EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. TURF REINFORCEMENT MATTING, UV RESISTANT VMAX3, C350 • NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING BY NORTH AMERICAN GREEN OR EQUAL WET WEATHER. GRASS 3' MIN. • DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE MIN. 3" CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING HYDROSEED DEPTH PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. BASE • 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 * FOR WATER CLEANSING CAPABILITIES, FLOW DEPTH SHOULD BE LIMITED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE TO TWO INCHES FOR 85TH PERCENTILE STORM OF I = 0.2 INCH /HR. SOIL. • PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING * SUBGRADE UNDER REINFORCEMENT MATTING SHALL BE PREPARED AND ACTIVITIES ARE COMPLETE. HYDROSEEDED. C -350 OR EQUAL SHALL BE PLACED OVER THE • WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. HYDROSEEDED AREA AND PROPERLY ANCHORED PER MANUFACTURER'S ON -SITE CONSTRUCTION MATERIAL STORAGE SPECIFICATIONS. THE GRASS SWALE SHALL BE IRRIGATED WITH A • STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND PROPERLY DESIGNED IRRIGATION SYSTEM. SPILLAGE CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL DETAIL X TYPICAL GRASS SWALE: STORED ON —SITE. • ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. NOT SUBJECT TO VEHICLE TRAFFIC STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, NO SCALE ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND 10 mil WOOD FRAME THE PERIMETER AT ALL TIMES. PLASTIC SECURELY FASTENED AROUND ENTIRE TRAINING __ PERIMETER . CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL __ W�TWO STAKES BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL TWO- STACKED SECTION 1 REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE 2x 10 ROUGH WOOD THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS FRAME 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 VARIES GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY (4' MIN) PROHIBITED. • NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR 10 mil PLASTIC LINING ---6' MIN STAKE (TYP) 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. TOP VIEW • MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE DETAIL Z' FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE CONCRETE WASHOUT - ABOVE GROUND 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 NO SCALE 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 STORMORAIN 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 DETAIL NOTES 1. CONSTRUCTION BMP DETAIL DRAWINGS ARE FOR REFERENCE. THE CASQA STANDARD DRAWINGS WILL OTHERWISE GOVERN. CONSTRUCTION BMP NOTES SITE MANAGEMENT REQUIREMENTS: DRY SEASON REQUIREMENTS (APRIL 1 THRU SEPT 30) A. EXPOSED OISTRUBED AREAS MUST HAVE EROSION PROTECTION'BMPs PROPERLY INSTALLED. THIS WOULD INCLUDE ALL BUILDING PADS, UNFINISHED ROADS AND SLOPES. THE ONLY RELIEF FROM THIS REQUIREMENT FOR SLOPES GREATER THAN 3:1 (HOR TO VERT) IS IF THE SITE HAS PROPERLY - DESIGNED DE- SILTING BASINS AT ALL DISCHARGE POINTS. B. ADEQUATE PERIMETER PROTECTION BMP's MUST BE INSTALLED AND MAINTAINED. C. ADEQUATE SEDIMENT CONTROL BMP's MUST BE INSTALLED AND MAINTAINED. D. ADEQUATE BMP's TO CONTROL OFF -SITE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED. E A MINIMUM OF 1259 OF THE MATERIAL NEEDED TO INSTALL STANDBY BMP's NECESSARY TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION, AND TO PREVENT SEDIMENT DISCHARGES, MUST BE STORED ON SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMP's AS DESCRIBED BELOW ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. F. THE PROJECT PROPONENT MUST HAVE AN APPROVED 'WEATHER TRIGGERED" ACTION PLAN AND HAVE THE ABILITY TO DEPLOY STANDBY BMPs AS NEEDED TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT. A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 509 CHANCE OF RAIN. ON REQUEST, THE PROJECT PROPONENT MUST PROVIDE PROOF OF THIS CAPABILITY. G. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMP's MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED FOR ANY PORTION OF THE SITE. THE PROJECT PROPONENT MAY NOT CONTINUE TO RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HAVE BEEN COMPLETED. H THE AREA THAT CAN BE CLEARED OR GRADED AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE PROJECT PROPONENT CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAINSTORM. RAINS SEASON REQUIREMENTS (OCT 1 THRU MARCH 31) IN ADDITION TO THE REQUIREMENTS LISTED UNDER THE DRY SEASON REQUIREMENTS: 1. PERIMETER PROTECTION AND SEDIMENT CONTROL BMP'S MUST BE UPGRADED IF NECESSARY TO PROVIDE SUFFICIENT PROTECTION FOR STORMS LIKELY TO OCCUR DURING THE RAINY SEASON. 2. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMP'S MUST BE INSTALLED AND ESTABLISHED FOR ALL COMPLETED SLOPES PRIOR TO THE START OF THE RAINY SEASON. IF A SELECTED BMP FAILS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP SHOWS THAT THE BMP, AS INSTALLED, WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS OR REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP IN PLACE. J. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY DEPLOYING STANDBY EROSION CONTROL AND SEDIMENT CONTROL BMP'S PRIOR TO A PREDICTED RAINSTORM. 4. A DISTURBED AREA THAT IS NOT COMPLETED BUT THAT IS NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 10 OR MORE DAYS. THE ABILITY TO DEPLOY STANDBY BMP MATERIALS IS NOT SUFFICIENT FOR THESE AREAS. BMP'S MUST ACTUALLY BE DEPLOYED. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND PERMIT HOLDER TO SELECT, INSTALL AND MAINTAIN APPROPRIATE BMP'S. No. C062716 s • 01 V 1%- BMP NOTES AND DETAILS F of cA��F DESCRIPTION TOTAL APPROVED DATE Z, / BENCHMARK 1 DESCRIPTION: 2 / "B�s a9C 1N D� InLET (E�iC -17,� LOCATION: N 9DE FORILM R*Dl RD 50S CF A10hV1S RUN RECORD FROM: SURVEY CONTROL (ROS 18416) ELEVATION: 427.877 DATUM: NAV088 SCALE HORIZONTAL: VERTICAL: AS -BUILT DESIGNED ev: DRAWN BY: cHEC_CD BY: ENGINEERING DIVISION APPROVALS RECOMMENDS :.�Q� APPROVED: MASH MAHER EDW�rcD W. DFnnAE, !/ 12423/16 l2.23 - /fi DATE DATE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF DATE 111-18114 R.C.E. NO.: 62716 JOHN CO FEY EXP. 6/30Z_18 LI!,\ GRADING PLAN FOR: 3453 BUMANN ROAD NICOLE 7ARCA ®ES APN:264- 101 -25 PLANNING CASE NO: N/A _ / 12954 -G LCIlkNGIE ENGINEER'S NAME DATE REVIEWER INSPECTOR SENIOR ENGINEER SHEET 4 OFI6 090 U Z V W W rZ V z W W LL LL u Wd EARTH SCALE AT TOP OF WALL W/ 1% MIN SLOPE TO DRAIN OR END WALL WATERPROOFING (VULKEN MEMBRANE OR M/RADRI 861 MEMBRANE) - TO TOP OF WALL i i PROTECTION BOARD i i MIRADRAIN 6000 (OR SIM) (TO BE LAPPED OVER DRAIN) i PERFORATED PVC SCHEDULE 40, I 4" PIPE WITH 0.5% MIN. SLOPE, 00000 WITH 1.5 FT 'RAVEL 1 " DIA. - 00 °0° MAX, WRAPPED W /FILTER CLOTH _ ° ° MIRAFI 140N OR SIMILAR. -III - 0 0 d a SEALANT a d ° a NOTE. THIS IS NOT A STRUCTURAL DETAIL. IT IS FOR INSTALLATION OF WATERPROOFING AND FOOTING DRAIN ONLY. RETAINING WALL AND FOOTING DESIGN ARE NOT A PART OF THIS DETAIL. DETAIL A' -TYPICAL RETAINING WALL WATERPROOFING AND DRAIN NO SCALE 2 4" 12" � 1 -'- �- CMU WALL WHERE APPLICABLE L 1. SEE S.D.R.S.D. D -75, TYPE A' FOR ADDITIONAL NOTES 2. MIN FLOW SLOPE IS 0.5% DETAIL 'B' - BROW DITCH AT TOP OF CMU WALL SLOPE ROUNDING - �3.0' -5:O'- ,�SEE CHART BELOW L PAD ELEVATION -ON PLANS 12" MIN 6" T .Ii��llllll�llll,ll 2 6" MIN SLOPE ROUNDING TOTAL HEIGHT OF SLOPE- H FEET L FEET 0' - 5' - 5' - 20' 2.5' 20' - 40' 5' OVER 40' 10' DETAIL V- TYPICAL BERM /SWALE AT TOP OF ALL FILL SLOPES NO SCALE 60' EASEMENT 24' MIN. GUTTER 40' WIDE OMWO EASEMENT VARIES (E) GRADE 2,4' - 8' 4' r MIN. 1 `��o9Y �� GRASS AC PVMT PAVEMENT (E) AC PVMT I , * SWALE ELEV =271 + 2! UNDISTURBED HYDROSEED BASE _ (E) GRADE FOR 18" ENGINEERED i MIN 6" CLASS II BASE SMOOTH TRANSITION SOIL MEDIA OVERLAY COMPACTED NATIVE 12" THICK 6 12" THICK ROCK SPLASH PAD PER COUNTY SD 3/4" CRUSHED GREEN STREET (DRAFT) DESIGN STANDARD GS -2.6b ROCK _IMPERMEABLE * DIRECTION VARIES - SEE PLAN MIN. 3" DEPTH LINER (E) 8" PVC WATER MAIN > Ar 5'TA,�5 +Ao d T.O.P. ELEV =265 PER DWG MAIN EXT. 227 TYPICAL SECTIONA A - BUMANN ROAD (PRIVATE) (� DEPRESSION DETAIL � AC DIKE PER SDRSD G -5, TYPE A. CURB CUTS VAR /ES - W/ 18" WIDE x 18.5' 0. C. PER SD BMP DESIGN 10' NOM. MANUAL GS -2.6a, NP. SEE DETAIL ABOVE. VARIES I (VARIES) 4" AC EDGE (E) VALE NOTE 1% MIN. FLOW SLOPE DETAIL 'G' VEGETATED SWALE NO SCALE 187 (E) GRADE ALONG TRAIL TYPE B AC DIKE PER v' -5 20' (P) AC ROAD WIDENING �179,' 3" _ � (E)EOP PROPOSED 3" -J CLASS 11 BASE 11 =1 (P) ROADWAY PER TYPICAL SECTION A -A DETAIL 'H' REC TRAIL END NO SCALE ABBREVIATIONS AC ASPHALTIC CONCRETE HP HIGH POINT BRW GRADE AT BOTTOM OF RETAINING WALL (P) PROPOSED CENTER LINE PCC PORTLAND CEMENT CONCRETE C; CONC CONCRETE P.O.C. POINT OF CONNECTION C.O. CLEANOUT PT POINT OF TANGENCY CMU CONCRETE MASONRY UNIT PVMT PAVEMENT (E) EXISTING SDRSD SAN DIEGO REGIONAL STD DRAWINGS ELEV ELEVATION STA STATION CL; FL FLOW LINE STD STANDARD FF FINISH FLOOR SMH SEWER MANHOLE IE INVERT ELEVATION TRW GRADE AT TOP OF RETAINING WALL IP IRON PIPE TYP TYPICAL WM WATER METER EASEMENTS (SEE SHEET 6) *4211ER FCcAVAYroAoF of THE jSlozelt/Tlo1v QgSrn/ 1446 ,SO/t�S C2I&Aq.cR S44ALL F0tF -*RA^ A 'PERc0LATIo^) Tw. r AT TRE, /A/V6R. - of 6A,S1.v. IF 1415 /A/Fh- rm-naV RATC- is LASS THAA/ 11"AR A C vsr'W"oAl GWIAIGE s4%4. rAS REWvtREA Tm SK)A/6 THe PRW6c.T To NYnstcMO Gor�f�l.I �I vc e . �REFERENCI SHEET 6) ONON-EXCLUSIVE EASEMENT FOR /AICtRE55, EGRESS, PRIVATE ROAD PURPOSES AND APPURTENANCES, OYER ALOA/6, AND Across LOT 73 (B1/MANA/ RDADl OF C1Ty OF ENC/N1TAS TRACT Na 4574; ACCOROINC7 To MAP NO. 11809, FILED MAY 18, 19P7 0. R. To THE BENEFIT OF PRoJEc-T .s1TE, (06iF0 PAR 4) 2 ) EASEMENT FOR CATTLE C1;055/NCj IN FAVOR OF PNaup CR/TTEA/OON & ALICE C. CRIrrEJVDOIV PER DOCUMENT RECORDED SEPTEMBER 19, 1957 W 8K 6755 PC, 5-68 OF 0. R. (DEED PARCEL 3 AND T.R. FXCEPT1OA/ N0. Z) EASEMENT FOR ROAD AND UTILITY PI/RPO5E5 IN FAVOR OF HERMAN BOAfANN PER DOCUMENT RECORDED AU611ST /3, 1969 RS FILE AID. 1475'7¢ OF O.le. (DEED PARCEL 2 AMP TR• EXCEPTION No. 3) O4 EASEMENT AND R16HT OF WRY FOR PIPELINE CONSTRUCTION ACCESS AND MAINTENANCE P1/1RPOS6S /N SAVOR OF OL►VENNA /N MUNICIPAL WATER O/STRICT PE2 DOCUMENT y RECORPFP .TAAWAR Y 3 1, 200 Z AS 00c . NO. 20OZ- 0084538 OF O.R. Y (T.R• EXCEPTIoAl No. 7 EASEAfFA17- AAlp R14I4 OF WAY FOR ROAD AND PI1BI.1C UTILITY PORPosES IAI FAVOR s OF GRARTOR 'S ADJo/N/N4 LANDS Pee DOCUMENT RECORDED MARifH 2¢, 1979 AS INSTR• NO. T089Z OF O.R. r (TR. EXXCEPTIO& NO. 4) OEASEMENT AND R14HT OF WHY FOR UNPE96ROUND UTILITY COIVSTROCT /ON, OPERAT/OAI, REPA /K IN FAVOR OF SPC? 6-E I PER DOCUMENT RE-cORDEO NOVEMBER 9, 1970 AS FILE N0. (9 70-20 4440 OFo.R• (T R. EXCEPT /ON No. 5 OLIVENHAIN MUNICIPAL WATER DISTRICT POTABLE WATER SYSTEM NOTES (NOTES CONTINUED 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 40 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 DISTRICTS 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 DISTRICTS 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 AF DER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPL/.CE 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. No. C062716 e s V 1L DETAILS, NOTES, AND ABBREVIfi TIONS F OF CAS -�FO� 6' DESCRIPTION CHANGE S"Stl - TOTP.L . ADD EASEMENT APPROVED DATE 2I .5T (min) SCALE HORIZONTAL: _ VERTICAL: AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS RECOMMEND D: QO APPROVED: J -- -_l�l. dL MASIH MAHER ECW�4R� _w D6^AAE I/ �/ 23 1 6 /z -z3 ./to DATE DATE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT GRADING PLAN FOR: i Ay 3453 BUMAR ®N ROAD NICOLE ZARCADES (APN: 264- 101 -25) PLANNING CASE NO: N/A DRAWING NO, ,� 0'42954-G fix NO. 4 BARS NOTES: � B ENGINEER'S NAME DATE SLOT 1. PLANS SHALL SPECIFY: SHEET fJ OFD 6 T A) ROCK CLASS AND THICKNESS (T) t5T (min) ° B) FILTER MATERIAL, NUMBER OF LAYERS AND ° " K THICKNESS 5' 2. RIP -RAP SHALL BE EITHER QUARRY STONE OR 6„ SILL, CLASS BROKEN CONCRETE (IF SHOWN ON THE PLANS.) SECT /ONAA 420 -C -2000 COBBLES NOT ACCEPTABLE. CONCRETE 10, 3. RIP RAP SHALL BE PLACED OVER A FILTER BLANKET WHICH MAT BE EITHER GRANULAR MATERIAL OR PLASTIC FILTER CLOTH. s' q o 4. SEE STANDARD SPECIAL PROVISIONS FOR SELECTION OF RIP RAP AND FILTER BLANKET -- - -- - �y '- 1 5. RIP RAP ENERGY DISSIPATORS SHALL BE 5 DESIGNATED AS EITHER TYPE 1 OR TYPE 2. I A SECTION B -B 3 (min) TYPE 1 SHALL BE WITH CONCRETE SILL; TYPE 2 SHALL BE WITHOUT SILL. DETAIL 'D' - RIP RAP ENERGY DISSIRA TOR (D -401 60' EASEMENT 24' MIN. GUTTER 40' WIDE OMWO EASEMENT VARIES (E) GRADE 2,4' - 8' 4' r MIN. 1 `��o9Y �� GRASS AC PVMT PAVEMENT (E) AC PVMT I , * SWALE ELEV =271 + 2! UNDISTURBED HYDROSEED BASE _ (E) GRADE FOR 18" ENGINEERED i MIN 6" CLASS II BASE SMOOTH TRANSITION SOIL MEDIA OVERLAY COMPACTED NATIVE 12" THICK 6 12" THICK ROCK SPLASH PAD PER COUNTY SD 3/4" CRUSHED GREEN STREET (DRAFT) DESIGN STANDARD GS -2.6b ROCK _IMPERMEABLE * DIRECTION VARIES - SEE PLAN MIN. 3" DEPTH LINER (E) 8" PVC WATER MAIN > Ar 5'TA,�5 +Ao d T.O.P. ELEV =265 PER DWG MAIN EXT. 227 TYPICAL SECTIONA A - BUMANN ROAD (PRIVATE) (� DEPRESSION DETAIL � AC DIKE PER SDRSD G -5, TYPE A. CURB CUTS VAR /ES - W/ 18" WIDE x 18.5' 0. C. PER SD BMP DESIGN 10' NOM. MANUAL GS -2.6a, NP. SEE DETAIL ABOVE. VARIES I (VARIES) 4" AC EDGE (E) VALE NOTE 1% MIN. FLOW SLOPE DETAIL 'G' VEGETATED SWALE NO SCALE 187 (E) GRADE ALONG TRAIL TYPE B AC DIKE PER v' -5 20' (P) AC ROAD WIDENING �179,' 3" _ � (E)EOP PROPOSED 3" -J CLASS 11 BASE 11 =1 (P) ROADWAY PER TYPICAL SECTION A -A DETAIL 'H' REC TRAIL END NO SCALE ABBREVIATIONS AC ASPHALTIC CONCRETE HP HIGH POINT BRW GRADE AT BOTTOM OF RETAINING WALL (P) PROPOSED CENTER LINE PCC PORTLAND CEMENT CONCRETE C; CONC CONCRETE P.O.C. POINT OF CONNECTION C.O. CLEANOUT PT POINT OF TANGENCY CMU CONCRETE MASONRY UNIT PVMT PAVEMENT (E) EXISTING SDRSD SAN DIEGO REGIONAL STD DRAWINGS ELEV ELEVATION STA STATION CL; FL FLOW LINE STD STANDARD FF FINISH FLOOR SMH SEWER MANHOLE IE INVERT ELEVATION TRW GRADE AT TOP OF RETAINING WALL IP IRON PIPE TYP TYPICAL WM WATER METER EASEMENTS (SEE SHEET 6) *4211ER FCcAVAYroAoF of THE jSlozelt/Tlo1v QgSrn/ 1446 ,SO/t�S C2I&Aq.cR S44ALL F0tF -*RA^ A 'PERc0LATIo^) Tw. r AT TRE, /A/V6R. - of 6A,S1.v. IF 1415 /A/Fh- rm-naV RATC- is LASS THAA/ 11"AR A C vsr'W"oAl GWIAIGE s4%4. rAS REWvtREA Tm SK)A/6 THe PRW6c.T To NYnstcMO Gor�f�l.I �I vc e . �REFERENCI SHEET 6) ONON-EXCLUSIVE EASEMENT FOR /AICtRE55, EGRESS, PRIVATE ROAD PURPOSES AND APPURTENANCES, OYER ALOA/6, AND Across LOT 73 (B1/MANA/ RDADl OF C1Ty OF ENC/N1TAS TRACT Na 4574; ACCOROINC7 To MAP NO. 11809, FILED MAY 18, 19P7 0. R. To THE BENEFIT OF PRoJEc-T .s1TE, (06iF0 PAR 4) 2 ) EASEMENT FOR CATTLE C1;055/NCj IN FAVOR OF PNaup CR/TTEA/OON & ALICE C. CRIrrEJVDOIV PER DOCUMENT RECORDED SEPTEMBER 19, 1957 W 8K 6755 PC, 5-68 OF 0. R. (DEED PARCEL 3 AND T.R. FXCEPT1OA/ N0. Z) EASEMENT FOR ROAD AND UTILITY PI/RPO5E5 IN FAVOR OF HERMAN BOAfANN PER DOCUMENT RECORDED AU611ST /3, 1969 RS FILE AID. 1475'7¢ OF O.le. (DEED PARCEL 2 AMP TR• EXCEPTION No. 3) O4 EASEMENT AND R16HT OF WRY FOR PIPELINE CONSTRUCTION ACCESS AND MAINTENANCE P1/1RPOS6S /N SAVOR OF OL►VENNA /N MUNICIPAL WATER O/STRICT PE2 DOCUMENT y RECORPFP .TAAWAR Y 3 1, 200 Z AS 00c . NO. 20OZ- 0084538 OF O.R. Y (T.R• EXCEPTIoAl No. 7 EASEAfFA17- AAlp R14I4 OF WAY FOR ROAD AND PI1BI.1C UTILITY PORPosES IAI FAVOR s OF GRARTOR 'S ADJo/N/N4 LANDS Pee DOCUMENT RECORDED MARifH 2¢, 1979 AS INSTR• NO. T089Z OF O.R. r (TR. EXXCEPTIO& NO. 4) OEASEMENT AND R14HT OF WHY FOR UNPE96ROUND UTILITY COIVSTROCT /ON, OPERAT/OAI, REPA /K IN FAVOR OF SPC? 6-E I PER DOCUMENT RE-cORDEO NOVEMBER 9, 1970 AS FILE N0. (9 70-20 4440 OFo.R• (T R. EXCEPT /ON No. 5 OLIVENHAIN MUNICIPAL WATER DISTRICT POTABLE WATER SYSTEM NOTES (NOTES CONTINUED 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 40 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 DISTRICTS 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 DISTRICTS 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 AF DER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPL/.CE 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. No. C062716 e s V 1L DETAILS, NOTES, AND ABBREVIfi TIONS F OF CAS -�FO� CHANGE NO. 1 DESCRIPTION CHANGE S"Stl - TOTP.L . ADD EASEMENT APPROVED DATE 2I BENCHMARK DESCRIPTION :2 %2 "LisLASK INDYLALtTBC -17 ( ) LOCATION: N SYDE F0RILIJ4 RMCH RD 50S OF AW S RUN RECORD FROM: SURVEY CONTROL (ROS 18416) ELEVATION: ¢27.877 DATUM: N4VD88 SCALE HORIZONTAL: _ VERTICAL: AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS RECOMMEND D: QO APPROVED: J -- -_l�l. dL MASIH MAHER ECW�4R� _w D6^AAE I/ �/ 23 1 6 /z -z3 ./to DATE DATE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT GRADING PLAN FOR: i Ay 3453 BUMAR ®N ROAD NICOLE ZARCADES (APN: 264- 101 -25) PLANNING CASE NO: N/A DRAWING NO, ,� 0'42954-G fix FR DK JC PLANS PREPARED UNDER SUPERVISION OF DATE _ R.C.E. NO.: 62716 JOHN OF EY EXP. 6Z30/ 18 ADD REFERENCE 70 6loRETfNTlOt3. UppA,. UPDATE SECT /Ob(. ENGINEER'S NAME DATE REVIEWER INSPECTOR SENIOR ENGINEER SHEET fJ OFD 6 'i it' Z V W Lu Z Z Lu w LL LL O A BI ORIFICE PLATE. • MIN SQUARE DIMENSIONS 1.0 FT GREATER THAN INFLOW PIPE PIPE DIA. x 3/8" THK HOT DIP (nP) GALVANIZED PLATE AFTER HOLES r3" HAVE BEEN DRILLED o 0 L 112" i NOTE MAX. � " 1. ORIFICE & FLANGE 1 DIA. ORIFICE CONI�CTION TO CONCRETE ° SHALT, BE FILLED WITH 3/8" DIA. 30 D ROMETER NEOPRENE RING HOLE (TYP.) FND 1.5" IP RCE 1925 ro 7 2 N TRW =328.0 BRW =326.0 TRW =328.0 I` BRW =326.4 3' MAX HIGH EXPOSED RETAINING WALL PER SDRSD C -02 (TYP.) CONC. BROW I DITCH AT TOP OF CMU WALL RETAINING WATERPR AND SUB PROTECT (E SURVEY MONUMEN IN PLACE, TY CHANGE NO. N.T.S I I-- - I tii t 2 1 I{ t� 25' REAR YARD I�J'I 4.00' -- u I ' 313.6 IE \ 00L RDS z PLTR TREATMENT " �LA AVZA(D PE IN �? J.B R ij 8 IE '115.I 6 Rib Fp \\ 3\12 /E H =2.67' TW 328.0 BW 326.3 IF 325.33 328 \ a1 326 324 1 5. a SECTION B -B N.T.S. STEMWALL i[ i E N a �I \_TRW�328 °0 _. g I;ED OUTLET WAALL t a° DRAIN . a ° FIRE DEPT ° 0a THROUGH° TURNAROUND �4 ° B °° WALL; NP° r a STONE PAD WALL h L - .STEMWALL a ° _ O FND 0.75 IP I DESCRIPTION TYPE B AC DIKE PER G -5 2" AC f43.2' -{ s_ I 1.2% r LE SECTION C -C FL N.T.S. APPROVED DATE 'w J/ ' BW r316'' ` 5 , Z (E)GRADE A TYPE B AC DIKE PER G -5, NP EASEMENT KEY 11266-__ ,'f` LEGEND NOTED ARV 6" ON 6" XO SEE SHEET 5 FOR DESCRIPTION OF EASEMENT AC, PVT � UiIL ` DESCRIPTION STD DWG SYMBOL PLAN BERM AC RISER PER N45'4545"W X PROPERTY LINE 71 1H7 6" m G -5 I w (P) WALL (PVT) (E) WALL 2" AC 5 E 0 IN CE EXISTING CONTOUR g0 3" CONC CITY 1 _ - E 3 „ IP S RVEY 15 RECREATION ) ENT PROPOSED CONTOUR (PVT) gp SECTION D -D INTERIOR TRAIL 60' LJ N.T.S. 294 SIDE % SLOPE" °GRA FND `'s, ARD (P) PCC DRIVEWAY (PVT) SDRSD G- 14F MOST, SETBACK BW 293 . W ' d } P (P) AC BERM, TYPE 'A' (PVT) SDRSD G -5 E' 1' 033 E 417 CT 1N § FH ASPHALT PAVING (PVT) 4" AC OVER 6" CL 11 BASE T � LA ` EX' ELE -- - EX. C 1 o L PCC PAVING (PVT) 5.5' THICK, OVER- 6" CL 11 BASE G. "o� c\� \�� 4 3 ®! y HEAVY BROOM FINISH ..%� i '- '\ t - VEGETATED SWALE (PVT) (E) GARAGE BW T , 3 �'� �, 4' DG :� `) 40' ' `VH r 0 ° E SPOT ELEVATION TO REMAIN HAY cS ` o WALKWAY A PVMT () a 0 J Ne amt\ 4l' \ O F TYP i( i i , �RQAD ING () 00.0 �E v ay v r P SPOT ELEVATION 1 al TRAIL AND POOL AREA TW\ \ \\�i ` ( PA MENT GRADES TO (E) BUILDING FOOTPRINT RETAINING WALLS per 9 j \ \ I ° I I I THE, SATISrACTION OF PER SDRSD C -0 ' r s \ ^; CITY PARKS AND (P) BUILDING FOOTPRINT (PVT) O \ ? o '� RECREATION. PAVE TRAIL \' \ I END WITH 3" AC OVER (P) DRAINAGE SWALE OR DIRECTION OF FLOW (PVT) -� -► TACKS i D.G. a ROOM \� \4 REM�VE r REP �CE \I ' �4 C( q' S 11 BASE H \'\ o� EX AC f�VMT FOR \\1 I , e (E) DIRECTION OF FLOW - -� - --► (ETO BEE . "& .. a ° ° r\ ICHA ELIZATION TO j , 10' tt 5 (P) CATCH BASIN -SIZE NOTED BROOKS (OR EQ), SDRSD D -08 REPURPOSED ��'^ \ *IN V9' "WIDEIC I f OPENING - - O ` * 1 ° SRILLWAY iii D (�2 \ (P) PVC DRAIN LINE (PVC) El PER ARCHITECT . IG i `,t \` ,. 0 EN ORI4L l 5.2' 1° (P) 6" LANDSCAPE DRAIN (PVT) ,� PLANS P ®SSE \ � j ETAININQ . 4� ` V\j V` i 5 ; ] ,. Are SPILL (s ✓ �' A SAW -CUT ALE PER tf I ? `� ; � ', 10' DISTANCE (P) 5 HARDSCAPE DRAIN (PVT) E3 - c DRB® C- 3 ' \� ` ti` r (P) 6" CLEAN OUT (PVT) y ° ,O \``, �s „ A TO WATER MAIN O 0 ° � � �; PER OMWO (P) RIP RAP (PVT) SDRSD D -40 HORS ° I - rn i .w 6t i AC PV1T TQ (P) PCC HEADWALL (PVT) SDRSD D -32 NC HEADWALL SDRSD D-32. (P) CMU RETAINING WALL (PVT) SDRSD C -02, C -03 \ xN ea ,� 4 i TM / P R {� -, jy O I VEGETATED y (P) CMU STEMWALL (PVT) t t D.G \\ e 7 -millME- DRIVEWAY AND TURNAROUND NEW 16' SURFACES TO BE CAPABLE ,t�l 15' CONCRETE OF SUPPORTING A 75,000 LB. INTERIOR 20% MAX FIRE APPARATUS TI =5.0 SIDE GRADE SLOPE SETBACK BENCHMARK DESCRIPTION: 2 W OMSS D19( IN DROP IMH LOCATION: N STET F071W R4WH RD 50S OF AL RECORD FROM: SURVEY CONTROL (ROS 98411 ELEVATION: 427.877 DATUM: NAVD88 298 v v z �� I 5�, WALE SLOPE PROJECTION -CUT /FILL j R DETAIL " , 1 I l (P) DAYLIGHT LINE -RAP PER SDRSD 40, \ _ � � . _ - R SER�C tkE� I TYPE 1 (MOD. - NO HEADWAL ; (P) 1 112" WATER SERVICE w /REDUCED OMWD B -1.4, C -2.1 Iy P _ E) LANAI TO "��` � � TR CTOR � ? i � �� 9X10 N0. 2 BACKING, � , '� � � � '�" PRESSURE DEVICE (PVT) I T`R � �� ER �6" GRAVEL FILTER ' ' I {. EI (E) EGDE OF ROADWAY PAVEMENT - CORRAL ti� �� BLANKET t PER ;- (E) PALM TREE /TREE } ` MOVE (E)C \. rl 2:1 CUT SLO ' I t 10.8' " TYPE 'G -1 CB 3 I r ry� x (E) SEWER LATERAL -- ? (4580 -0) RIM =226.83 { j /� (� .0 ENG TO 8" PVC 233. A LF � I 4 i D/CAI NA GE NOTE) k ®12.99' _ "� n ` ro x 1. ALL MAIN DRAIN LINES SHOWN TO BE 6" PVC 0 1% MINIMUM SLOPE UNLESS OTHERWISE NOTED. V. D. 2. ALL CATCH BASIN LEADS TO BE 4" PVC ® 29 MINIMUM SLOPE UNLESS OTHERWISE NOTED. I € I I 18" WIDE x 18' O.C. CURB CUTj 3. HARDSCAPE GRADES TO BE 1% MINIMUM TO DRAINS AND AWAY FROM STRUCTURE. 18" x 30" SPLASH PAD TO - - t I 4. SOFTSCAPE GRADES TO BE 29 MINIMUM TO DRAINS 19 WHERE FLOW IS CONCENTRATED AND VEGETATED SWALE PER TYPICAL', i I ' r � , ; � � 2% MINIMUM AWAY FROM STRUCTURE. SHED DPEN SECTION SHEET 5E a ,> CORRAL REMOVE & REPLACE EX FENCE I I I f }2 co I 5. SOIL COVER ABOVE DRAIN LINES SHALL BE 12" MINIMUM UNLESS OTHERWISE NOTED. . x 30' 6. NOTIFY CIVIL ENGINEER IF ANY NON - DRAINING SUMP CONDITIONS BECOME APPARENT DURING 'TORE BERM `, r 4 �' ARENA (TO REMAIN) i _ I i FRONT CONSTRUCTION. C i WOOD DECK YARD [EE TOP TOP OF t I`4 5 v PLATFORM N ° ' I SETBACK 7. ALL ROOF DRAINS TO DRAIN TO LANDSCAPE OR PLANTER AREAS PRIOR TO BEING COLLECTED IN PE PE DETAIL \� _ EL =300 cv �l X PRIVATE STORM DRAIN SYSTEM. EFFECTIVE j ' 8. ALL OVERHEAD UTILITIES SERVICING THE SUBJECT PROPERTY SHALL BE PLACE UNDERGROUND. EFFECTIVE AREA � I N I I . `4 , . ' � �r 1, 690 SF 1 r" C.O. d (' oo RIM =301.5 = I TOP. 277• ° °, BM%' SPEC /AL INSPECTION NOTES D.G PONDING: 276.83 i' `t I i (E) MH I 10' DISTANCE 'IE =299.5 _# BOTTOM: 276.00 Coil TO WATER MAIN / TR PER OMWD SPECIAL INSPECTION OF ALL POST CONSTRUCTION BIORETENTION BASINS BY THE ENGINEER OF RECORD OR OPEN D G + " 1 u ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES. CORRAL �` f E PROGRESS PICTURES OF BIORETENRON BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY 183' 301 ,. N ! N I AT THE FOLLOWING STAGES: o' +: 1. BASIN EXCAVATION °° I 2 I{3 ` 2. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HMP ORIFICE, ETC. R. ` > ?f � `�' 3 TR 3. PLACEMENT OF GRAVEL LAYER (E) AC ROAD 4. PLACEMENT OF ENGINEERED SOIL LAYER ' 8" PVC - 25.1 LF ®8.5% EDGE OF 5. FINAL BASIN GRADING O. A TYPE G -1 CB i PAVEMENT 6. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED RE�1', I , ` = _ DRIV WA Y, RIM= 2/6.83 4.9 (TYP.) INFLOW CHANNEL PER FRAME &GRATE PER VEGETATED .RE' ' r 274.9 I E 2 1 ' SECTIONS D -D & G -G SDRSD D -13 & D -15 SWALE OPEN \LP '4 P[ Z mss. / PIPE \ l\ a l O I ONC \ l / i t P OPOSED r \ t �� 4 �:::: ' : °, '. ,., I r i�EADWALL PER NICE ON _, � � � �� {, 213 6 PVC" t , R (STING- GRADE l'' y X12.59; I SDRSD D- 32. \ \i \/ Z \ 6f F 5 4 12 X 12 " 2 % IE =273.0 HEADWALL LLY L TCH BASIN /MT" 24' WIDENED 3 NOTE. CONNECT TO ONE OWRFLOW CONrROL INLET LL IM= F N I f ASPHALT % \ \ \. \ \. TiPE G -1 CATCH BASIN PER Z 299.5 100 PVC } E3 WM , I S OVERFLOW CONTROL INLET ONLY _ = 297.5 `y� - a i ( ACCESS ROAD SDRSD D -08 PIPE ° i °I It q 1. VEGETATION PER LANDSCAPE PLAN 6. ORIFICE CONTROL PLATE PER DETAIL THIS SHEET �r 1 x 2. GROUND COVER: 3" OF FINELY SHREDDED HARDWOOD 7. 6" FILTER COURSE 3" CLEAN SAND OVER 3" NO. 8 Z � l 'r 'f 2 C, RIC =28Sr T i MULCH OR APPROPRIATE SOD STONE) ( LL1 TO BE J. 6" PERFORATED UNDERDRAIN -LEVEL >_ ?\ 4. 18" SOIL MEDIA -LOAMY SAND W/ LU } h ', Q (CONTRACTOR MINIMUM 5_/HR PERCOLATION* * SOIL MEDIA CONSISTS OF 85% WASHED COURSE SAND, 10% li 26.4" - ''o;�% �, ' '� �' w ` '$ cy FINES (RANGE. 8 -12 %• 87 = 2 IN HR INFILTRATION RA O �y I N VERIFY OCATION 5. 12» 3 .. CLEAN CRUSHED ( / RATE, O a y T tvD 7 7 35' 21 ) /4 SHED STONE B45E ABOVE UNDERDRAIN 127, = 1 IN /HR INFILTRATION RATE), AND 5% ORGANIC INVERT, 2.8" UNDERNEATH UNDERDRAIN INVERT u -, MATTER. ° SECTION E -E FOR ADDITIONAL STANDARDS SEE SAN DIEGO LOW IMPACT d ° m B /OFILTRAT /ON W PART /AL RETENTION DEVELOPMENT DESIGN MANUAL SECTION 1.2.4.2 FI - 12" MIN. SOIL MEDIA MUST MAINTAIN A MINIMUM INFILTRATION RATE OF AC SAW -CUT NOT TO SCALE WIDE',,CON S C PILLWAY K-- �,. 5 IN /HR S 0'5628" W A 16.35' roco 00rn tN N 11.4 THEx DRIVEWAY PER �9 OFESS/ c, FND G -14F MOD. z �t 5' �� S. COAL Q. N N RIP -RAP PER SDRSD 0-40, n NO SIDEWALK 20 0 20 40 60 y O TYPE 1 MOD. - NO HEADWALL INSTALL 1%2" WATERY 0 75" I ° > ( ) SERVICE W/ RPBFP ASSY. PR TECT IN PLACE No. C062716 h m 6X10' OVER 26" GRAVEL FILTER PER OMWD STD DWG (E) / " IP SURVEY SCALE' % '1 =2 BLANKET NO. B -1.4, C -2.1 MO MENT GRADING �c DRAINAGE PLAN �T9p4 CIV1\. OF CAL \E AS -BUILT APPROVALS DESIGNED BY: DRAWN BY CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC' WORKS DEPARTMENT DRAWING NO. FR DK JC INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: PUBLIC WORKS DATE lD -For' 3453 BUMANN ROAD 129J4 -� ENGINEER'S NAME DATE PLANNING JESSE OWENS U' i )51Z�NER L. �'' P&tLsl(, NICOLE ZARCADES` REVIEWER R.C.E. NO.: 62716 APN:264- 101 -25 CITY ENGINEER DATE JOHN S. C FEY �$ SHEET 6 OF 6 INSPECTOR EXP. 6/30/18 DATE DATE PLANNING CASE NO: N/A NEW SHEET