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2012-11278 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 STEPHEN & CONNIE JAYMAE PENNINGTON 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE PENNINGTON AT CONCRETE WASHOUT 2414 WALES DRIVE HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN pVE• ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE (760) 310 -1004 24 HOURS A DAY. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE CARDIFF, CALIFORNIA 92007 -1510 COg'Cp WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, N gp20�CT' OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. 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 u1� DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE POST A SIGN DESIGNATING THE WASHOUT LOCATION. 1401 BELLA AZUL COURT m5- SITE DRAINAGE NOTE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID ENCINITAS, CA 92024 q BHEREON NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRUCTION SITE ACCESS APN: 216 - 122 -49 n pVE 02 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 A 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL LEGAL DESCRIPTION ENGINEERING INSPECTOR. PANELS /PLATES. PARCEL 1 OF PARCEL MAP NO. 19619 n 9 0 H DR RANCH GOLF w I AN APPROVED DRAINAGE FACILITY. 0 m QV QW ENCINITA UTILITY NOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO 9Z �n XX COURSE CONSTRUCTION VEHICLES 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 rn 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. REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN EROSION CONTROL LEUCADIA BLVD. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS CIRCUMSTANCES WHICH MAY ARISE. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE OWNER'S CERTIFICATE 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, VICINITY MAP 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 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 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. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL N.T.S. INSPECTION. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE THE SITE. 2. THE SOILS REPORT TITLED "PROPOSED 5 -LOT RESIDENTIAL SUBDIVISION, 1555 BELLA VISTA DRIVE, INCORPORATED HEREON. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL ENCINITAS, CALIFORNIA" PREPARED BY ALLIED EARTH TECHNOLOGY DATED DECEMBER 31, 2003. PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. AND "SOILS REPORT UPDATE, PROPOSED SINGLE FAMILY RESIDENCE, 1401 BELLA AZUL COURT 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF (LOT NO. 1), CITY OF ENCINITAS, CALIFORNIA, PARCEL MAP NO. 19619, DRAWING NO. 1467 -G" SLOPE AT THE CONCLUSION OF EACH WORK DAY. SIGNATURE: DATE: PREPARED BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC, DATED APRIL 20 2012. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN STEPHtN PENNINGTON PROJECT #05- 1147D2(2) SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH UNNECESSARILY; THEY HELP DECREASE EROSION. Q Ac 4 4�� TE: /mil /mil 2, IN SAID REPORT. WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 CONNIE J M PENNINGTON %). 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 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL SOILS ENGINEER'S CERTIFICATE EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. GRASSES TO SHIELD AND BIND THE SOIL. 1, MAMADOU SALIOU DIALLO A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 4/11/2012 AND FOR 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. AN UPDATE ON 4/20/2012. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REPLACED OR REPAIRED TO CONDITION PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM ON -SITE CONSTRUCTION MATERIAL STORAGE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS EXISTING PRIOR TO GRADING. DRAIN SYSTEM. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL REPORT FOR THIS PROJECT HAVE BEEN INC PORATED IN THE GRADING PLANS AND SPECIFICATIONS. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL 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: IJy�"4 NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS ASPHALT CONCRETE, AGGREGATE BASE, ETC. w 6'/ e ENGINEER OR A LICENSED LAND : 2704 SURVEYOR. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN GE NO. 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, r ' AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. EXP. DATE: 12!31/13 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. AND /OR THE TURF /LANDSCAPED AREAS. TRAINING JOB #: 05- 1147D2(2) CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN 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 EAST COUNTY SOIL CONSULTATION AND ENGINEERING INC. OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON 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 10925 HARTLEY ROAD, SUITE "I" SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. SANTEE, CA 92071 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE PH. (619) 258 -7901 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE WASTE MANAGEMENT FAX (619) 258 -7902 HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS IT TO AN ADEQUATE IMP /BMP. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE STATEMENT OF ENGINEER OF WORK SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. WITHOUT A PERMIT FROM THE CITY. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE 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 WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY 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 ENGINEER FOR THE PROPOSED HAUL ROUTE, THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS 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 AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 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 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL 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 GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL 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 BE PROVIDED STATING: "THE GRADING UNDER PERMIT 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 NO. 11278 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED 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 GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE 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 FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING 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 OPERATION. 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 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 WORK PERFORMED BY THE ENGINEER. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A SITE. DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED 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: AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING REQUIRED FOR THIS STRUCTURE. PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS LAWRENCE E. COLE OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SURFACES. LANDMARK ENGINEERING CORPORATION o PROFESS /pyq SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE 3443 CAMINO DEL RIO SOUTH, STE 204 RENOE e• p �F FOR THEIR INTENDED USE. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN, CONTRACTOR MUST p ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE SAN DIEGO, CA 92108 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE PH. (619) 260 -0420 DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE FAX (619) 260 -0456 No. 35292 DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. RCE 36292 EXPIRES: 6/30/14 Exp. 06/30/14 MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT NOTIFICATIONS 'TyT C I V DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. EARTHWORK DATA F OF CALFOR STEEPEST EXISTING NATURAL SLOPE ON -SITE = 50% H:. 2 V 1 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE MAXIMUM VERTICAL DEPTH OF CUT = 1 14. ALL AREAS TO BE FILLED SHALL PREPARED FILLED AND FILL SHALL BE PLACED IN OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES MAXIMUM VERTICAL DEPTH OF FILL = 4 ' ACCORDANCE WITH STANDARD SPECIFICATION. ALL L VEGETABLE MATTER AND OBJECTIONABLE EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S CUT= 360 C.Y. FILL = 360 C.Y. TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED, TO SUITABLE FIRM NATURAL RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, IMPORT = 0 C.Y. GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO A. SEWERS - LWWD - (760)- 753 -0155 REMEDIAL = N/A C.Y. ( N/A 'REMOVAL AND RECOMPACTION UNDER AND N/A 'OUTSIDE OF BUILDING AREAS) PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT -1 -760- 753 -6466 TOTAL AREA OF LAND DISTURBANCE 16,969 SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL D. TELEPHONE - X C BELL - COMMUNICATIONS-(760)-806-9809 11 E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT BMP PROJECT STATUS AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE PHONE: (760) -633 -2770. REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN STANDARD ACCORDANCE WITH THE GRADING ORDINANCE. LANDMARK ENGINEERING 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633 -2770. ALL WORK I -or- 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED �} PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. ` CORPORATION PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOA / HOMEOWNER / AGENT. etc. IN ACCORDANCE WITH "MAINTENANCE OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT IMPERVIOUS AREA 3443 Camino Del Rio South AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. 14 , -- IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 4468 SQFT (BELLA AZUL COURT) Suite 204 POLLUTION CONTROL FACILITIES" APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. San Diego, CA 92108 N/A IMPERVIOUS AREA FOR DRIVEWAY: 4180 SQFT RECORDED ON IMPERVIOUS AREA HOUSE AND PATIOS: 6343 SQFT (619) 260 -0420 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN TOTAL NEW IMPERVIOUS AREA: 10523 SQFT AS DOC. #: N/A 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 - OLIVENHAIN MUNICIPAL PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO �,5+_�U�� LEUCADIA WASTEWATER DISTRICT PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION WATER DISTRICT ENCINITAS FIRE DEPARTMENT 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 Asr 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. Z4Ac/ "GA- c- . co L� Lc �� C � 1 � 7 �. Reg- .3ep2l� � � /�a/ !� SIG `� )SiSf �;/�v � Lig E SIGN DATE SIGN ATE DATE SI N DATE IGN DATE Pal q/ d D IGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Ec ME LEC ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ,4ov AleA / .5,_1roT5- 3A $ 4-A CITY OF CARLSBAD CONTROL "CLSB -019" PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR: STAMPED "RCE 30724" REVIEWED Y: i" 1401 BELLA AZUL COURT q q Q �+ D�(i sllf -S 4 I� ( IL LOCATED AT THE CENTER OF THE BULB, HORIZONTAL: N/A DATE: /2 M M STEPHEN & CONNIE JAYMAE PENNINGTON I 12707 °l7 A U r'aa W FEi 190' S'LY OF INT. OF BELLA VISTA DRIVE is -z U icr A & BELLA LAGUNA COURT, 20' E'LY OF C/L VERTICAL: N/A R.C.E. NO.: 36292 MASIH MAHER C42519 GREG S S APN: 216- 122 -49 PER ROS 17271 REC. 2/08/02 ELEV: 361.834 DATUM: NAVD 88 LAWRENCE E. COLE EXP.: 6/30/14 O �1Z DEPUTY CITY ENGINEER DATE -3110 DATE 9'�� '�Z_ PLANNING CASE NO: 12 -049 CDP SHEET 1 OF 4 0 0 w U 0 w Es z 0 q N O LO 0 w CL U) 0 re cv 0 =� z O ... w ®U_ waw Z J 0 Zoo cq w00 Y Z N rn �Ueo zzav gMa OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES: 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800- 227 -2600) 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4° MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS, 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES, BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25. ALL BURIED NUTS AND BOLTS ON ALL FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. LEUCADIA WASTEWATER DISTRICT SEWER SERVICE LATERAL INSTALLATION COMPLIANCE NOTES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS. MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. 17. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AND OUTSIDE DIMENSION AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE. THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE 501, OR APPROVED EQUAL, STRAIGHT OR TRANSITION COUPLING SHALL BE USED WITH A GASKET RANGE FOR EACH END OF THE COUPLING TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710. COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPER'S EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 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 GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN 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. L LANDMARK ENGINEERING CORPORATION E 3443 Camino Del Rio South C Suite 204 San Diego, CA 92108 (619) 260 -0420 No 36292 Exp. 06/30/14 \T CIVIL �s F OF CAUF�Ft ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE OPLACE 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 FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. _OT 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 PROPERTY 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 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 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 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 MY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. CHANGE NO.I DESCRIPTION APPROVED I DATE I BENCHMARK I SCALE I SPECIAL DISTRICT APPROVAL ' "r-J'i Rr: " °'' ' "R"G� °T' ' ' "` i Fr °`' ' ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT I DRAWING NO. STAMPED "RCE 30724" LOCATED AT THE CENTER OF THE BULB, 190' S'LY OF INT. OF BELLA VISTA DRIVE & BELLA LAGUNA COURT, 20' E'LY OF C/L PER ROS 17271 REC. 2108/02 ELEV: 361.834 DATUM: NAVD 88 HORIZONTAL: N/A VERTICAL: N/A PLANS PREPARED UNDER SUPERVISION OF DATE: ��TZ R.C.E. NO.: 36292 LAWRENCE E. COLE EXP.: 6130/14 REVIEWED BY:/ • /y � , MASIH MAHER C42519 DATE 1/10 117- GREG LDS DEPU CITY ENGINEER DATE `/• // •lfL 1401 BELLA AZUL COURT STEPHEN & CONNIE JAYMAE PENNINGTON APN: 216- 122 -49 PLANNING CASE NO: 12 -049 CDP 11278 -G SHEET 2 OF 4 LOT 13 LOT 12 t7 11 D_ LOT I I I t- - U J N Q Q J w M 0 EX. PAVEMENT 2- =y I mn V)0) VI O O Lo 3 w °z 3 n EXIST. TOP 345.8 A 1�RCEI P AT'CE I 3 PARCEL 1\/Jr� P 19619 F' 1\/1 19619 APN 216- 122 -41 APN 216- 122 -42 A =19 °52'33„ R= 100.00' I r - L= 34.691 V a a vvv �v - ®a��d® ; BEL LAS A7/UL,/ CTS Q® 1 O� N • e N89 28 EX. ASPH EX LWD SMH O 1 6.6% -os35 58 W . i v v Ir o218.92 c EX. SEWER PPRRIOPgSED -'W W W-L-- �- W �- i W - 41 �S_! 32 84 E w FL 345.2 / _ _ _ _ _ _ _ _ _ _ _ _ _ !p / i DRIVE ENTRG. �� PLANTEW lY\ / ` N � -� _ --- - - - - -/ /- - -- - - - - -- CV G -f4 / Ov Lv 353.1 / • 357.1 O� X G _ FG FG 1. oo I > EXIST. GRASS ' \ � , .'.:::. 9 DRAINAGE SWALE b° -P o :. / / / SWALE SEE 1469 -G 36'...0., .: •...::'':::..;; RSb R U1 I 3 3 Y w o / / 5'X6' RIP RAP I BACKWATER VALVE ...pyE.WA1Y (. 1-1.4 PROPOSED Q s - / / 1 BIODETENTON III oN LATERALLLEO .36 " %r ''CONdRET I a ? / / I 110.5 S. F. 4 ":.: ' j,. , :.::.' ' ...: `DRIVEWAY • ' .' 3 `.'.. \ \ wo cn'o h F / T I I LANDSCAPE Qw�� 11 I� x l / �/ SEE DETAIL SHT. 4I ! t o �n I T3363.8 ` PuNme,.:.. Pu .. '� vuNTO • . \ \ O in wm / FL-36-1 . 00 � I I � � I PARCEL '1 � X I I 1 i / , I •• 1 i `fir'• D ,1, 3pg X in w PARCEL 1VlAP 1 961 9 ( w I / PROPOSED 4' r��MAJJ..'..,:.'.. A , . 0-) \ A 6' MA HT �' 365.15 '...':' CI BIODETENTION I } ROOF FG A 438 S.F. �� DRAIN C " <` 3 LL1 YI I SEE DETAIL SHT. 4 ,_ 3 C R coNc �.: Y..... _ I n U I / DRIVEWAY:...,,U' Q N < FLAT/ PAD JJ 1 GAR GE I Q N �I II L- FOR OI�CHAR6 LAWN 1. hI GF 4.2 1 m 1 I I N ICI II PAD 1353.1 / �1BMP ARE �,I ;I I ..: :. ... I `:, :.. '.I �n., /NOT TO BE MODIFIED N PROP.. :,. + N* .. N ! of II WITHOUT CITY APPROVAL ..GONG.. Z JI- I a Ll..l O co to I II 1 I PAno I: },.: :..N O M o PAD 357.1 Iw +E ; '::.,`::;' L W I20.9' - CONCRETE" ' ...., PARCEL ,.,'DRIVEWAY 17 wI EXIST. li I PROPOSED 3' 1\ \ O '..::I ,;; "'1 PROPOSED I . O r /` ��` / Q TOP 344.6 I VEGETATED SWALE L I .�. 1.5, �r1 J\ .. r /r� 2064118- 3 I FL 344.1 II 1 SEE NOTE * \ L, HOUSE f :. `PPk `..: ;'.: 0 r I1 \ \ `':.;.:,:'::.. ". FF 364.7 DOG RUN , Z AP 1 6 -122 -5 1 MAX HT. f PAD 364,2 �oI��MENr .:...* I I ORARY w NCLOSURE 41 75 ; ,: s NSTRUCT10 4 OFFICE cn o CD } PROPOSED 3' \ / \ °' 36 &.1 8' X 16' TRAILER I gam ° VEGETATED SWALE \ \ \ \ \ \ \ ' . ��1. , G TO BE REMOVED PRIOR TO * ' ^''' crn •. r �. FINAL PLANNING INSPECTION ,.. ms w3 - SEE OTE ~ FG ro PLAN F= ' �N� m� �,i �� I - �- I�' �H- w0 C2 �Dc 5 ( XFG X357. v u� F, p;� I 353.1 355 =�� A J �QO U� oe ��� v X I X�i w� w CIO cn X� ��� -_ - - -- - - - -- -� -_- - - - I a I w 15 SETBACK -- _ - - - -_� '� y-_ �� -- - - -��- /- W- -_ - - -- - -- - -_ ��� p _ -- -� S- \ X. I ATFRAI W S - W \ '�_ -�W W i W _ ��- W _W_ �o v 283.80 S S I- v s- - -s - =s -s U)� N89 "30 56 W '0 EXIST. 7X7'1 RIP RAP 5'X5' RIP RAP 31N UNDER SIDEWALK / EXIST. 10' UTILITY EASEM T CURB OUTLET SDRSD D -25 I \ \ I / PER DOG. N0. 85 -47 PROPOSED 3' � Xd REC. DEC.13 1985, VEGETATED SWALE - - ITEM CUT SLOPE: FILL SLOPE: DIRECTION OF DRAINAGE EXISTING CONTOUR: PROPOSED CONTOUR: GRADING LEGEND SYMBOL ITEM CUT /FILL LINE: PROPERTY LINE: EASEMENT LINE: (360) �1 x,560 LAWN "BONSAI" ARF FESCUE / SWALE DETAIL (PVT} GRASS NO SCALE 9�F J V J O gyp. �- 4' MAX. FILL EXISTING GRADE PROPOSED HOUSE rwcT i AIM "onMCni" EXIST. 3' DRAINAGE GRASS SWALE DETAIL (PVT) NO SCALE CONC. DRIVEWAY SEE DETAIL G -14 ifw EXISTING GRADE PROPOSED X2:1 SLOPE GRADE HOUSE FE. a4.7- EXISTING GRADE III im � SECTION , w I SEE NOTE * LEGEND: SCALE 1 " =20' I NOTES: PARCEL 1 AI RCE L AREA FOR STORM WATER POLLUTION CONTROL pAT'Cr J� /lr�r' �J 1 �!f fj�r�F`CEI J� /lA� �J f f!1 = EMERGENCY ACCESS EASEMENT GRANTED HEREON NOT TO BE MODIFIED WITHOUT A PERMIT FROM 3.0' THE CITY. EXISTING PER 1469 -G APN 215- 122 -52 APN 216- 122 -53 2� = PUBLIC UTILIITY EASEMENT GRANTED HEREON ALL SLOPES MUST BE CONTOUR- GRADED AND UNDULATED IN ACCORDANCE TO SECTION 23.24.490 OF THEMUNCPALCCODE A = MAINTENANCE AGREEMENT FOR PRIVATE STREETS AND STORM * VEGETATED SWALE WITH UNDERDRAIN _ EX. 4" AC PAVING _ WATER FACILITIES IS COVERED BY DOC. # 2004 - 0874705 & 1 PER ENCINITAS STORMWATER MANUAL GRADIN(C] PLAN O, -12 J G SLOPE PER PLANS EXIST. 2004 - 0874708, DATED 9/14/2004 SEE DETAIL THIS SHEET o N 1- 36 CONCRETE ROLLED CURB AND GUTTER ® = PROPOSED PRIVATE ACCESS EASEMENT TO BE GRANTED PRIOR SWALE SHALL BE PLANTED WITH 3 DEPRESSED CURB � o N+ 4" GRASS SWALE TO SALE PARCELS AS SHOWN HEREON rEXIST. 3' GRASS SWALE (TYP.) ADEQUATE GROUNDCOVER OR TURF. PLANTS THAT ARE NOT PRONE T � � R.O.W. � r _a X - ' - ° - - -X - -- - SLOPE PER PLANS rr = MAINTENANCE AGREEMENT FOR PRIVATE STREETS AND STORM BLOCKING THE DRAINAGE FLO 1 ALSO BE PLANTED ON SID OPES EX. 6" ROLLED CURB AND GUTTER SECTION C ®C NO SCALE FLATWORK NOTE: FLATWORK, WALKWAYS, PATIOS: 4" THICK CRETE SLAB WITH #3 BARS AT 24" O.C. CENTERED IN SLAB (CHAIRED) 0 2" CRUSHED &COMPACTED ROCK OVER GRADE. PROVIDE CONTROL JOINTS MAXIMUM 10' O.C. EACH WAY OR EQUAL TO THE LEAST WIDTH OF WALKWAY OTE THAT ALL EXTERIOR FLATWORK SHALL HAVE A SLIP RESISTANT FI EQUAL TO A MEDIUM ROCK SALT FINISH. COMPLY WITH DETAIL 9/S -5 FO PICAL FLATWORK EDGE. ALL FLATWORK SHALL SLOPE AWAY FROM BUILDIN ND FOUNDATIONS 1/4" PER FOOT, TYPICAL. COMPLY WITH ALL CIVIL GRADIN AWINGS AND NOTES. COORDINATE ALL FLATWORK WITH ALL LANDSCAPED NGS BY OTHERS. IF ANY DISCREPANCIES OR CONFLICTS OCCUR BETWEEN ARCHITECTURAL, CIVIL OR LANDSCAPE DRAWINGS, NOTIFY THE A ECT IMMEDIATELY AND PRIOR ANY WORK OR ORDERING MATERIALS. TURF REINFORCEMENT MAT IF APPLICABLE PROPOSED 20' PRIVATE CONCRETE DRIVEWAY (4.5" THICK) z a 18" MIN. " MIN. ENGINEERED SOIL TYPICAL DRIVEWAY "SEE NOTE BELOW" DETAIL G-14 2" MIN. 38' GRAVEL SCALE 1 " =20' 24" MIN. 16" MIN. 3/4" CRUSHED ROCK "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 2 -0 -30% TOP SOIL. NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. NOTE: NO FILTER FABRIC IS TO BE USED IN THIS SECTION. VEGETATED SWALE WITH UNDERDRAIN FOR USE IN WELL DRAINED SANDY SOIL NO SCALE L LANDMARK ENGINEERING CORPORATION E 3443 Camino Del Rio South C Suite 204 San Diego, CA 92108 (619) 260 -0420 SLOPE PER PLANS FACILITIES IS COVERED BY DOC. # 2004 - 0874710 © = SEWER EASEMENT IN FAVOR OF LEUCADIA COUNTY WASTEWATER DISTRICT PER DOC. # 2004 - 0874707 REC. 09 -14 -04 8 = HEIGHT RESTRICTIONS OF BUILDINGS. MAXIMUM BUILDING HEIGHT SHALL BE DEFINED AS ANY PORTION OF THE ROOF, INCLUDING RIDGES, CHIMNEY, CHIMNEY CAPS, AND ACCESSORY STRUCTURES (ANTENNAS, SATELITES, ETC.) THE MAXIMUM ROOF PEAK SHALL BE LIMITED TO AN ELEVATION OF 370.00. DOC. # 2006 - 0274224 REC. APR. 19, 2006 No. 36292 Exp. 06/30/14 SqT CIVIL �S' F OF CAL \FOR CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED By DRAWN eY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N0. LEC I IMEC I LEC VOIGIIIII 603 0 RAPA-A(�W CITY OF CARLSBAD CONTROL "CLSB -019" PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: 1401 BELLA AZUL COURT STAMPED "RCE 30724" ,I emir 1 I ( LOCATED T THE CENTER OF THE BULB, HORIZONTAL: 1 " =20' DATE: 1r- • %� \ STEPHEN & CONNIE JAYMAE PENNINGTON 11278 -G 190' S'LY OF INT. OF BELLA VISTA DRIVE Ok , /tj/� & BELLA LAGUNA COURT, 20' E'LY OF C/L VERTICAL: 1 " =20' R.C.E. NO.: 36292 PER ROS 17271 REC. 2/08/02 MASIH MAHER C42519 GREG 91qttLDS APN: 216 - 122 -49 DEPUTY CITY ENGINEER ELEV: 361.834 DATUM: NAVD 88 LAWRENCE E. COLE EXP.: 6/30/14 DATE_ OL1101I 2- DATE PLANNING CASE NO: 12 -049 CDP SHEET 3 OF 4 NOTE: ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS. PARCEL 2 PARCEL 3 GRADING LEGEND PARCEL MAP 19619 PM 19619 APN 216- 122 -41 APN 216- 122 -42 ITEM SYMBOL ITEM SYMBOL 30' 28' I \ ���� - - -_ -_ =19 °52'33' =M - -_ - - -- - - -_ - _ I I I I I I I I I CUT /FILL LINE: = _- R= 100.00 I CUT SLOPE: 30 � � - - - = -- -- -�- -� - --� - --, -- - �- - - -� �, � L-34.69' 4, 4 1 I PROPERTY LINE: ° _ ° � � � I 1 1 1 1 1 1 1 FILL SLOPE: Wz -. �� 11 I I I I I I ���, �� ®I I w I IgE °L A4IULICT/19 w I w I II 1111111 > , 1M N 1 1 , cn I I I 2) EX. ASPH rn EX. LWD SMH I I I i I� DIRECTION OF DRAINAGE EASEMENT LINE: o NO.. 04 -0935 S_ o N 89 °28 58 W 16.6 ry I I I '� >> >> >>> >> w w w 218.9 2 W w a° v vl 1 360) ,, > > > > >,, >,, >,>,'1 ", 1 4. 1 U 1 cr U, U, Ex. SEWER PDPgsED -/ ��� I EXISTING CONTOUR: LOT 1 3 2>>>>,>, W 0 P 0 c 00 LATERAL WM / >>> > >>� >> >>> > >i> >�> >�> W -� W W W -�- r-- yV �_ -i W -� 4 1 I �S�/ A� \ EXIST. �rn32 8 S \\� PROPOSED CONTOUR: SOP 345.8 3 � � � _ _ 20 t C.ONC: // 0 r 345.2 / _ _ -_ _ - _ - _ _ p / i� r DRIVE EN \ PLANTER/ W� I / DWARF FESCUE "BONSAI" 5'X6' RIP �� r SDRSO. -4: \ CV �> Ll-I I - -- -� RIP/- �� = -T -� -�- ° I \ I ( �� DEL 1 _ / / F5 .1 / i 65.�L - ��g p� 3.0 5.0' WI 00 / I I I l - / / EXIST. GRASS / �� i i i N0 �y"O o �Qt . '.....� w 1 �F ° I / i _ DRAINAGE 10.0' WIDE - - -- E N I I ( I I I I I ( ( / SWALE SEE 1469 -d 1 "C.B. 3 :363 1 �h"° SD YIN .. i ' I 2.5' > S \ 0 / \, w J I I w I ! I I ICI CONCREI�„ ... I i C` / �L / P 5• � � Y / DRIVEWAY I � ZOO �. I HLd I I I ° TO STALLED �,;�, g t �� J� I Y l C) a J I I ( PROPOSED 4' 3 I 1 EXIST. LAWN "BONSAI" z (III BIODETENTION � 36¢',' 1 r /'DRIVEWAY �E ON LATERAL CON RE I I FESCUE o vet III + 110.5 S.F. IIII I / LANDSCAPE .: I S w sC < DWARF 1 I 11 EE DETAIL SHT. 4 I o / x J - I I I X1 I I I I I �6�' .• PUNIER PLANTER PLANiFR I lIJ I I I Wm I I I I I I I �' / ,. d, I IIII PARCEL 1 I I� I N i i :1 F C� X I I PARCEL MAP 19619 / ' ��� EXIST. 3' DRAINAGE GRASS w I I I I I I i l l l i `� I� <'' �6sa SWALE DETAIL (PVT) LOT 12 W I j III j I j I j 11 BIODETENTION AI I�I I I :. /'' . ; ,., ROOF \ 33 >. /' EXIST. 10' DRAINAGE GRASS NO SCALE V) I I I I I IIIII DRAIN I o SWALE DETAIL (Pyq Y I I I I I I SEE DETAIL SHT. 4 CONCRETE "'L 1pO Gy�R DRIVEWAY c> PROPOSED RETAINING NO SCALE N Q N II 41 �- FLAT PAD GARAGE WALL /SLOPING BACKFILL INII III PER SDRSD C -2 J N I I i I I FOR ORCHARD IJI wry 1111 00�' GF 3!64.2 i. .. ��. I J N I ICI III I PAD 353.1 I I� BMP A EA I 11,111 I 11 I I I' :� 1 I`. I� I Ip) I I I i-4 NO WITHOUTMODIFIED11III 1 QodF w .. ..,...�' I N Z LLJ CO I r>I I I� APPROVAL I I p2,� s I I O PROPOSED RETAINING F± O I I I I I 1 I I I I I I I I I PROPOSED WALL /SLOPING BACKFILL M O I I I I I I I w l PAD 358.13 I w I I' O r Vr 20.5 - N•, `':. CONCitETE `. I I PARCEL 1 HOUSE BY SEPARATE PERMIT w EXIST. I II I I I DRIVEWAY ,. I. I 6�a IIII 70P 344.6 I I I I III I I PROPOSED ks ` o CONC. DRIVEWAY �.. '' ; �' �F Q FINISH 3 I FL 344.1 I I I I IIIII I I I 1.5' 3 O PARCEL MAP 2 0 6 4 8 GRADE SEE DETAIL G -14 HOUSE IIII I OGRUN... I: OX' Z APN 216- 122 -51 _ _FF 364.7_ a N I I III I} I / /I FF 364.7 - - - -- Q I I I I II I I IIIII / sEE:.)oai_ .: "'ll PAD 364.2 O °''I I I PAD 358.1 EXISTING GRADE w ° I I I �I I I f , ,� 'PE/?!!ti�T .' ` 4tIPMENT 6' MAx HT I EXISTING GRADE F I -I -F I I I l L I i I I � )3:- 2. ' :: B-4 LOT 11 o i; i� iii i I I' 60. 41.75 66 4 I w I I I < e RIP RAP I I r T• CLOSURE I SECTION A -A 7X7' I I ass:' z v° I I I I I IIII I III \ SD f . ,: ?. "' ... :.';...': 2. SCALE 1 " =20' I� 111 I -- - - ` I..` �.3 F I _ _ _gQ FG , \q;M1:.' (Ifl3 HEIGHT FOR ANY FUTURE BUILDING IS BASED Lj O I - -- �i�365.0,..I�,,,, �w fl(nbo I II I XFG ����_ -__- �,. 5 _pS .,rn �f . �o ��� I l I 353.1 - - - - - -_ �`��= - _ = _��_ _ I, UPON THE PAD ELEVATION ESTABLISHED IN R X x3u I - -- - - -- - __ -_ __- �_��_� -- �' F _ _ _ - �_ CASE NO. 01 -301 TPM /CDPm ANY MODIFIED � �� �� _ - I pl\ I PROPOSED AREAS WITH CUT OR FILL OR AREAS OUTSIDE HOUSE 15' SETBACK _ _ __> i FINISH W - - _ -_ - `_' _ '_�, �___ _' �? \ 2:1 SLOPE GRADE s_ - - THE ESTABLISHED PAD AREA UNDER THE EX. 4" U` TERAL �� S T - S -� S w -w- EE 3E4 Ex. W� 283.80\ c� w w - s- _ - -s SUBDIVISION ARE REQUIRED TO MEASURE__ FH U) EXIST. N89"30 56 W \� \� \� \N / iWi I HEIGHT FROM THE LOWER OF THE PRE - EXISTING it o I UNDER SIDEWALK � \ ° N cH ° \ OR FINISHED GRADE. EXISTING GRADE SECTION B -B 3� V PER DOC. NOIL85 -470 63 T TO SDG &E rn CURB OUTLET \ I ( �� 1 Xo SDRSD D -25 \ I ° I REC. DEC.13 1985, O.R 1 PROPOSED 3' _ 3 wz \ \ \ \ / VEGETATED *SWALE- 36g___ LEGEND. SCALE 1 " =20' 11 B� 1 \ SEE NOTE \ NOTES: PARCEL 1 PARCEL 2 A = EMERGENCY ACCESS EASEMENT GRANTED HEREON AREA FOR BESMODFI DA WITHOUT POLLUTION PARCEL MAP 20774 PARCEL MAP 20774 CL THE CITY. EXISTING PER 1469 -G - APN 216- 122 -52 APN 216- 122 -53 A2 = PUBLIC UTILIITY EASEMENT GRANTED HEREON ALL SLOPES MUST BE CONTOUR - GRADED AND UNDULATED IN ACCORDANCE TO SECTION 23.24.490 of THE MUNICIPAL CODE. 30 = MAINTENANCE AGREEMENT FOR PRIVATE STREETS AND STORM 24' 6.0' I * VEGETATED SWALE WITH UNDERDRAIN - EX. 4" AC PAVING - WATER FACILITIES IS COVERED BY DOC. # 2004 - 0874705 8c PER ENCINITAS STORMWATER MANUAL GRADING PLAN NO. 10042 -G SLOPE PER PLANS EXIST. 2004 - 0874708, DATED 9/14/2004 M 3.0 I SEE DETAIL THIS SHEET o 36 CONCRETE ROLLED N� CURB AND GUTTER A = PROPOSED PRIVATE ACCESS EASEMENT TO BE GRANTED PRIOR 3, DEPRESSED CURB + N+ 4" GRASS SWALE TO SALE PARCELS AS SHOWN HEREON SWALE SHALL BE PLANTED WITH m I ADEQUATE GROUNDCOVER OR TURF. R'O'W' -� , f r SLOPE PER PLANS = MAINTENANCE AGREEMENT FOR PRIVATE STREETS AND STORM EXIST. 3' GRASS SWALE (TYP.) PLANTS THAT ARE NOT PRONE TO O - -- -� G? - - - -- EX. PAVEMENT BLOCKING THE DRAINAGE FLOW MAY -�- ° __ -< - SLOPE PER PLANS ALSO BE PLANTED ON SIDE SLOPES TURF REINFORCEMENT MAT FACILITIES IS COVERED BY DOC. # 2004 - 0874710 IF APPLICABLE 2-%- PROPOSED 20' a a A = SEWER EASEMENT IN FAVOR OF LEUCADIA COUNTY WASTEWATER PRIVATE CONCRETE DRIVEWAY (4.5" THICK) z a DISTRICT PER DOC. # 2004 - 0874707 REC. 09 -14 -04 e, A = HEIGHT RESTRICTIONS OF BUILDINGS. MAXIMUM BUILDING HEIGHT EX. 6" ROLLED CURB SHALL BE DEFINED AS ANY PORTION OF THE ROOF, INCLUDING RIDGES, AND GUTTER 18" MIN. \ -6" MIN. ENGINEERED SOIL TYPICAL DRIVEWAY "SEE NOTE BELOW" DETAIL G -14 CHIMNEY, CHIMNEY CAPS, AND ACCESSORY STRUCTURES (ANTENNAS, SATELITES, ETC.). SECTION C -C 2" MIN. 38' GRAVEL SCALE 1 " =20' THE MAXIMUM ROOF PEAK SHALL BE LIMITED TO AN ELEVATION OF 370.00. NO SCALE 24" MIN. 16" MIN. 3/4" CRUSHED ROCK DOC. # 2006 - 0274224 REC, APR. 19, 2006 FLATWORK NOTE: "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO NOTE. MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30 %COMPOST OR ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE FLATWORK, WALKWAYS, PATIOS: 4" THICK CONCRETE SLAB WITH #3 BARS AT 24 HARDWOOD MULCH, AND 2 -0 -30% TOP SOIL O.C. CENTERED IN SLAB (CHAIRED) OVER 2" CRUSHED & COMPACTED ROCK OVER IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS. GRADE. PROVIDE CONTROL JOINTS AT MAXIMUM 10' O.C. EACH WAY OR EQUAL TO NOTE: VEGETATED F THE ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO LANDMARK ENGINEERING THE LEAST WIDTH OF WALKWAYS. NOTE THAT ALL EXTERIOR FLATWORK SHALL LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY THE DIRECTOR QROFESSio� OF ENGINEERING SERVICES. L CORPORATION a HAVE -A SLIP RESISTANT FINISH EQUAL TO A MEDIUM ROCK SALT FINISH. COMPLY ��,� NCE •c<F� WITH DETAIL 9/S -5 FOR TYPICAL FLATWORK EDGE. ALL FLATWORK SHALL SLOPE NOTE: NO FILTER FABRIC IS TO BE USED IN THIS SECTION. 3443 Camino Del Rio South �^cz AWAY FROM BUILDINGS AND FOUNDATIONS 1/4" PER FOOT, TYPICAL. COMPLY WITH Suite 204 No. 36292 ALL CIVIL GRADING DRAWINGS AND NOTES. COORDINATE ALL FLATWORK WITH ALL Exp. 0362924 LANDSCAPE DRAWINGS BY OTHERS. IF ANY DISCREPANCIES OR CONFLICTS OCCUR VEGETATED SWALE WITH UNDERDRAIN C San Diego, CA 92108 BETWEEN THE ARCHITECTURAL, CIVIL OR LANDSCAPE DRAWINGS, NOTIFY FOR USE IN WELL DRAINED SANDY SOIL V (619) 260 -0420 sqj clw, THE ARCHITECT IMMEDIATELY AND PRIOR ANY WORK OR ORDERING MATERIALS. NO SCALE FoFCA��FO CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY CHECKED LEC BY. ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 1 THIS SHEET REPLACES SHEET 3 (e • Z CITY OF CARLSBAD CONTROL "CLSB -019" PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: ADP71E0 hoot Z STAMPED "RCE CENTER d�/ � a�. • LOCATED AT THE E CENTER AF THE BULB, HORIZONTAL: 1 " =20' 1401 BELLA AZUL COURT DATE: 1 go, S'LYOF INT. OF BELLA VISTA DRIVE IV-All STEPHEN & CONNIE JAYMAE PENNINGTON 112.78 -G LA It L_jr & BELLA LAGUNA COURT, 20' E'LY OF C/L VERTICAL: 1" =20' R.C.E. NO.: 36292 MASIH MAHER 042519 GREG SHIELDS APN: 216- 122 -49 PER ROS 17271 REC. 2/08102 DEPUTY CITY ENGINEER ELEV: 361.834 DATUM: NAVD 88 LAWRENCE E. COLE EXP.: 6/30/14 DATE DATE - %1 /IZ PLANNING CASE NO: 12 -049 CDP SHEET 3A OF 4 00 cq 0 M ¢U eD W Z Z� o o w�� w N a0co Zo, w o' ILL Z LU N W zoo w00 Yz to N �vea c) gx �a LOT 13 LOT 12 t"7 Ln 1� D- LO7 11 mfewl E M =n �M (o n 0 pU -jo I Wz 3: 0 1 FkST W 00 I > Fz x ry X J w 3: Y W X N � W (-3�I (!) In X w r U1 N Q Iw I � mm W W U� U� I W s1 a I =o o� I ° J XO ?� w I x > n STREET GRADE INTERVAL 3 LESS THAN 2% 200' wo I ° I � z z (0° bi a � 3 Li M LLJ w I EXIST. TOP 3 3 FL - In X w r U1 N Q Iw I � mm W W U� U� I W s1 a I =o o� I ° J XO ?� w I x SANDBAG ROW SPACING TABLE It STREET GRADE INTERVAL X LESS THAN 2% 200' wo I ° 50' B 6% TO 8% z (0° 2 BAGS HIGH 8% TO 10% 3 Li 10' oLLJL\ m 0_, L 4 WLo 1-J0 WH V) <0 UW W SC -6. SC -8 & SC -10 o V) U) NO SCALE SECTION B —B wa NO SCALE .W PARCEL 2 PARCEL IYJAP 19619 APIA 216-122-41 ao as _ 0 as ti E A L CT/' U o EX. ASPH ®�� ,J 07 N B 215 8 W /,/6 6% STABILIZED CONSTRUCTION PARCEL 3 ENTRANCE (TC -1) Fj\/1 "1 9 6 '1 9 APIA 216-122-42 A =19 °52'33" 1 �� I' I 1111111 v R = 100.00 L=34.69 � II I _ 1111111 � `v vvv v � I X1111111 EX, LWD SMH \ -p (� 21 8.92 �" EX. SEWER PROP ED N0. 04 -0935 •�� �° � \ � \� � I II, O O co LATERAL WM qs W W I rt— W -- �— W �_ —1 VV —� p S� j(Cc AFG — F-71 EXIST. GRASS c DRAINAGE SWALE SWALE SEE 1469 -G II m / kk 5'X6' RIP RAP I 11 l; III a , SILT FENCAOPOSED 4' 1 I' �Z � I/ (SC -1) BIODETEN S FTION �I �� SEE DETAIL SHT. 4I I / PARCEL 1 ^� PARCEL NIAP 19619 I � II PROPOSED 4' A 11 I BIODETENTION Y 1 I SEED TAIL SHT. 4 / al lI I �' FLAT /PAD r�i `` RI I L FOR 0 CHARD �I II f II 1 I BMP AREA r MODIFIED o L B �A y I of 11 1 1 PAD 357.1 GRAVEL BAGS 0 III I j PROPOSED 3' I cP 2 HIGH 10 VEGETATED SWALE \ CTI 1 ( SEE NOTE * (SC -6 & 8) } PROPOSED 3' 11 VEGETATED SWALE V A I _ SEE NOTE 355 v 57.11 - -�15 SETBACK _ \ 28180 S s I'— EXIST. ! N89030'56 W UNDER SIDEWALK CURB OUTLET SDRSD D -25 PARCEL I PARCEL 4 APN 216 — '122 -52 ' 1lgiL�P�L�I��ST•�•tl� •�1����1!�!iT!'�L�lr���: \� \ \ \\ \ ��y �\� �� � j \y o� �; � j � j \, \�; pro ` • � � <� o� o� �; \, �� \\� � � � � �� \\� o� p� o� /�\� O!/ 1. 1' 1 1' • •• •• •1 1.1 1 1 1'. 1• / 1 -1 • 1 1 • / 1 •� 1 • 1 1 1 1 • NO SCALE DESCRIPTION APPROVED DATE BENCHMARK SCALE 4 ctio CITY OF CARLSBAD CONTROL "CLSB -019" STAMPED "ACE 30724" LOCATED AT THE CENTER OF THE BULB, HORIZONTAL: 1 " =20' 190' S'LY OF INT. OF BELLA VISTA DRIVE & BELLA LACUNA COURT, 20' E'LY OF C/L VERTICAL: V=20' PER ROS 17271 AEC. 2/08/02 ELEV: 361.834 DATUM: NAVD 88 CN / AAA _ a < �� 32 S cv o� I III LOS—, 6 CONCRE L E 36q 'DRIV IWAY 63.80 PLANTE PLANTER . PLANTER ©_. 361.00 •� 2/. FENC�NGT.. 645 � \ ` "::.�' 365.15 AI \ }.a''.I+A .I+T. DRAIN I: Fc .:<. 1 I ` DRI WAY -w � 1 GAR GE I. I'j.I.t:.,....,. GF 4.2 .,,PROP.. " ff DRIVEWAY : r 1.6' PROPOSED I r'AF`CrL IYJAP 2JJ!�� I I HOUSE f '` PPf7Q z APi 1 DOG RUN ., . � 216-122-51 FF 364.7 , I PAD 364.2 E�<11PMEN TEMPORARY �I y ENCLOSU 41.75 ; CONSTRUCTION/ OFFICE 368.`iG 8' X 16' TRAILER I TO BE REMOVED PRIOR TO FINAL PLANNING INSPECTION FG N : `, `:.:. PLAN FI J '365.0 �. 1 +.,. rri ­7 —SS W / S W / �T - W W — \ — i —S s —S - 7X7'1 RIP RAP LEGEHD: E 10' UTILITY EASEMENT TO SDG &E . 5'X5' RIP RAP R NO. 85- 470163 \ PROPOSED 3' C. 1985, O.R VEGETATED SWALE - _ _ MM A SEE NOTE Y I \ PIP\RCr L 2 1. SET 48" STEEL T -BAR POSTS ® 6' O.C. ND EXCAVATE /£ 6 "x6" ENCH UPSLOPE FROM AND AL r G THE LINE OF POSTS. ��Irlf • .�_� 11,4ii- -11� I��dll AND COMPACT • EXAVATED SOIL. STEEL FILTER FABRIC 1 -•: �1 • 1 =11— IIPII. it I 11 11 11 11�II If II � n. n�nr�n 1111 -11E lh,�l -1�n lien n�� n la! SILT FENCE SC -1 NO SCALE 3B. BACKFILL AND COMPACT THE EXAVATED SOIL. FILTER FABRIC STEEL T T -BAR �� POST �IIII_.. PARCEL 1\/lA P 20774 GRAVEL BAGS APN 216-122-53 2 HIGH (SC -6 & 8) o --- SANDBAG ROW SPACING TABLE It STREET GRADE INTERVAL X LESS THAN 2% 200' 75' 4% TO 6% 50' B 6% TO 8% 35' 2 BAGS HIGH 8% TO 10% 25' 10' B SUBGRADE (TYP.) ASSUME SANDBAGS ARE 1 L.F. GRAVEL FILLED BAGS GRAVEL /SAND BAGS SC -6. SC -8 & SC -10 NO SCALE SECTION B —B NO SCALE PARCEL 1\/lA P 20774 GRAVEL BAGS APN 216-122-53 2 HIGH (SC -6 & 8) o --- GRAVEL FILLED BAGS \ 2 BAGS HIGH I \l WER FLOW / FLOW DESILTING BASIN AT SUMP NO SCALE In 4% TO 6% 50' 20' 6% TO 8% 35' 15' 8% TO 10% 25' 10' GRAVEL FILLED BAGS \ 2 BAGS HIGH I \l WER FLOW / FLOW DESILTING BASIN AT SUMP NO SCALE In GRATEINLET -3" HARDWOOD MILCH T51LR0 PLANTING SUITABLE , APPROVED .., 1 •1 ����� � , /•ilia \j /�\ / / \ / / \i / \� • •� • � iii >.�.. 1 • \:�.�A.�ap11111�� A 1111111��►;0.� O 1 '\ICI /I,'���•�•� ��•�a•/�•�i•�I;,�i•� ' � %� ��•� �(•'�i��a ��i�'i \`� "� 1 • • • �S NOTES: AREA FOR STORM WATER POLLUTION CONTROL NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY. EXISTING PER 1469 -G ALL SLOPES MUST BE CONTOUR- GRADED AND UNDULATED IN ACCORDANCE TO SECTION 23.24.490 OF THE MUNICIPAL CODE. L LANDMARK ENGINEERING CORPORATION 3443 Camino Del Rio South E Suite 204 C San Diego, CA 92108 (619) 260 -0420 SPECIAL DISTRICT APPROVAL ' No. 36292 Ezp. 08/30/74 \T o1v1� -� F OF CAL1F0� PLANS PREPARED UNDER SUPERVISION OF DATE: &V—/ R.C.E. NO.: 36292 LAWRENCE E. COLE EXP.: 6/30/14 SILT FENCE (SC -1) MATERIAL DELIVERY &STORAGE WM -1 SOLID WASTE MANAGEMENT WM -5 HAZARDOUS WASTE MANAGEMENT WM -6 CONCRETE WASTE MANAGEMENT WM —S SANITARY WASTE MANAGEMENT BONDED OR STABILIZED SS -3 FIBER MATRIX (WINTER) HYDROSEEDING (SUMMER) SS -4 STRAW OR WOOD MULCH SS -6 SS -8 ENERGY DISSIPATOR SS -10 GRAVEL OR SAND BAGS S / \C�•-6 SC- V ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT REVIEWED BY: GRADING PLAN FOR: 14 01 BELLA AZUL COURT //1./1A STEPHEN & CONNIE JAYMAE PENNINGTON MASIH MAHER C42519 G EG LDS APN; 216 - 122 -49 DEPUTY CITY ENGINEER DATE_ / 12, [)ATF S> // • /Z PLANNING CASE NO: 12 -049 CDP DRAWING NO. 11275 -G SHEET 4 OF 4 co 0 U 0 O w 0 z o qN'tg LOG W O CD = co W�� ZJW N Z ® O W O z�V x gM� a—O G NOTES: AREA FOR STORM WATER POLLUTION CONTROL NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY. EXISTING PER 1469 -G ALL SLOPES MUST BE CONTOUR- GRADED AND UNDULATED IN ACCORDANCE TO SECTION 23.24.490 OF THE MUNICIPAL CODE. L LANDMARK ENGINEERING CORPORATION 3443 Camino Del Rio South E Suite 204 C San Diego, CA 92108 (619) 260 -0420 SPECIAL DISTRICT APPROVAL ' No. 36292 Ezp. 08/30/74 \T o1v1� -� F OF CAL1F0� PLANS PREPARED UNDER SUPERVISION OF DATE: &V—/ R.C.E. NO.: 36292 LAWRENCE E. COLE EXP.: 6/30/14 SILT FENCE (SC -1) MATERIAL DELIVERY &STORAGE WM -1 SOLID WASTE MANAGEMENT WM -5 HAZARDOUS WASTE MANAGEMENT WM -6 CONCRETE WASTE MANAGEMENT WM —S SANITARY WASTE MANAGEMENT BONDED OR STABILIZED SS -3 FIBER MATRIX (WINTER) HYDROSEEDING (SUMMER) SS -4 STRAW OR WOOD MULCH SS -6 SS -8 ENERGY DISSIPATOR SS -10 GRAVEL OR SAND BAGS S / \C�•-6 SC- V ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT REVIEWED BY: GRADING PLAN FOR: 14 01 BELLA AZUL COURT //1./1A STEPHEN & CONNIE JAYMAE PENNINGTON MASIH MAHER C42519 G EG LDS APN; 216 - 122 -49 DEPUTY CITY ENGINEER DATE_ / 12, [)ATF S> // • /Z PLANNING CASE NO: 12 -049 CDP DRAWING NO. 11275 -G SHEET 4 OF 4 co 0 U 0 O w 0 z o qN'tg LOG W O CD = co W�� ZJW N Z ® O W O z�V x gM� Ln C� i LOT 13 LOT 12 LOT 11 PARCEL 2 PARCEL MAP 19619 APN 216- 122 -41 STABILIZED CONSTRUCTION PARCEL 3 ENTRANCE (TC -1) PM 19 619 APN 216- 122 -42 1111111 Ilillli 1111111 1111111 � L =19 °52'33" '011111 PARCEL 1 PARCEL MAP 20648 APN 216- 122 -51 1. SET 48" STEEL T -BAR POSTS ® 6' O.C. ND EXCAVATE N 6 x6 YRENCH UPSLOPE FROM AND AL G THE LINE OF POSTS. 2. ATTACH THE FILTER FABRIC OVER THE POSTS AND EXTEND IT INTO THE TRENCH. gill III ( �I ill ill ON 1 2 BAGS HIGH -D� 3A. BACKFILL AND COMPACT THE EXAVATED SOIL. FILTER FLOW _ SILT FENCE SC -1 NO SCALE 11 6 IN (10 CM) STEEL T -BAR POST 3B. BACKFILL AND COMPACT THE EXAVATED SOIL. FILTER FABRIC -' SANDBAG ROW SPACING TABLE STREET GRADE INTERVAL X LESS THAN 2% 200' 75' 2% TO 4% 75' 40' 4% TO 6% 50' 20' 6% TO 8% 35' 15' 8% TO 10% 25' 10' B - SUBGRADE (TYP.) -GRAVEL FILLED BAGS GRAVEL /SAND BAGS SC -6. C -8 & SC -10 NO SCALE ASSUME SANDBAGS ARE 1 L.F. SECTION B —B NO SCALE GRAVEL FILLED BAGS 2 BAGS HIGH 6' WIER 5' FLOW FLOW =L AR T EX. EX. 4" L1pTERAL 283.80�� s T — s —`� , _s DESILTNG BASIN AT SUMP FH I N89 °30 56 W \ W \ c L4 w ` LEGEND: NO SCALE ° EXIST. W �^ o °' w RAVEL BAGS UNDER SIDEWALK �' ° ro rn 3� \ \ PERTDOC. NO. 85 T TO SDG &E rn ITEM �° CURB OUTLET w SDRSD D -25 \ I m \ I °� P PROPOSED 3' SCC6 & 8 Xd REC. DEC.13 1985,pO.R I \ VEGETATED SWALE x_36 2YMBQL 3 wz �� / II 84 1 \ SEE NOTE * 8-- PARCEL 1 PARCEL 2 PARCEL MAP 20774 PARCEL MAP 20774 GRAVEL /BAGS APN 216 - 122 -52 APN 216- 122 -53 2 HIGH (SC -6 & 8) 4 SILT FENCE (SC -1) DEEP ROOTED, DENSE, DROUGHT MATERIAL DELIVERY & STORAGE TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL RETENTION AREA SHALL BE APPROVED GRATE INLET LEVEL AND DEPRESSED A 2 -3 HARDWOOD MULCH SOLID WASTE MANAGEMENT WM — 5 SURROUNDING GRADE THE 4" HAZARDOUS WASTE MANAGEMENT WM -6 24" MIN. ENGINEERED SOIL NOTES: 1= 111111 II II gVC JJlllllllllll� I SEE NOTE BELOW AREA FOR STORM WATER POLLUTION CONTROL CONCRETE WASTE MANAGEMENT WM- - III - III - III' =�- JII= III =III- III -III 2 -3" OF 3/8" GRAVEL NOT TO BE MODIFIED WITHOUT A PERMIT FROM RISER — 2 -3" COVER OVER PIPE THE CITY. EXISTING PER 1469 -G ALL SLOPES MUST BE CONTOUR- GRADED AND SANITARY WASTE MANAGEMENT WM -9 12" MIN. UNDULATED IN ACCORDANCE TO SECTION BELOWNO 3J4" CRUSHED ROCK 23.24.490 OF THE MUNICIPAL CODE. BONDED OR STABILIZED SS -3 "P PERFORATED PVC PIPE FIBER MATRIX (WINTER) TIE PERFORATED PVC "PLACE PIPE WITH PERFORATIONS PIPE INTO RISER TIE 4 -6" PVC PIPE TO AT THE INVERT" STORMDRAIN SYSTEM HYDROSEEDING (SUMMER) SS —`� AA " BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, LANDMARK ENGINEERING STRAW OR WOOD MULCH SS -6 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. CORPORATION QROFESSio �+ p "3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO p t9 S S— 8 ENCEe ! Ir INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. 3443 Camino Del Rio South ti�� THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON Suite 204 ENERGY D I SSI PATO R ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE 1 San Diego, CA 92108 No. 36292 BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING INTO IT. v (619) 260 -0420 * Exp. 06/30/14 CIVIC- �� GRAVEL OR SAND BAGS SC -6 7W BIORETa1T10N DETAIL FOR IMP 9rF of cAUF ° SC-81 NO SCALE LCHANGE DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESI EC D Y: RA N Bv: cHELEG BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. THIS SHEET REPLACES SHEET 4 CITY OF CARLSBAD CONTROL "CLSB -019°° PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: III I STAMPED "RCE 30724" 1401 BELLA AZUL COURT LOCATED AT THE CENTER OF THE BULB, HORIZONTAL: 1 " =20' DATE: /V 90 le- 190' S'LY OF INT. OF BELLA VISTA DRIVE �.ILA STEPHEN & CONNIE JAYMAE PENNINGTON 11278 -G & BELLA LACUNA COURT, 20' E'LY OF C/L VERTICAL: 1 °' =20' R.C.E. NO.: 36292 MASIH MAHER C42519 �-o�pGREG SHIELDS APN: 216 - 122 -49 PER ROS 17271 REC. 2/08/02 DEPUTY CITY ENGINEER ELEV: 361.834 DATUM: NAVD 88 LAWRENCE E. COLE EXP.: 6/30/14 DATE DATE 1 (Z' / 0- PLANNING CASE NO: 12 -049 CDP SHEET 4A OF 4 ," 0 rn U w 0 Z z ai ��® w N o a-co0 N 0 3f O O =m Z �, Wok LU Z J N Z09 wOco Y?N CD z`ov x g r> a