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2013-11808 G (Plans)CIF Z g� 00 III a 0 co I 0 C14 T rn v 0 -L a v 1 rn 0 0 0 r� ci O f W M x N RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRICK TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. DRAINAGE NOT!' NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK HAL S L BE DONE IN O ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "REPORT ON BEARING VALUE INVESTIGATION" PREPARED BY GEOTECHNICAL EXPLORATION, INC. DATED 26 AUGUST, 2013, JOB NO. 13 -10374 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND PE IFI S C CATIONS CONTAINED IN . AID REPORT. S O T 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE- CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11808 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL, 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE, NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA JHE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND).. IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN DULICH AT (_760 ) _815 -_9000 , 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA, THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIU GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE ,1TANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO 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, 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4, CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES, 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAP OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS, WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8, CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. No. 47024 EqI, 12/31/15 STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONL Y WHEN ABSOLUTELY NECESSARY, RY. IARGE 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. A , TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN, CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE T C POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED VVITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS, DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE, FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES, PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A, SEWERS - CSD - (760) - 633 -2770 B. GAS & ELECTRIC - SDGE - (760) - 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 -227 -2600 D, TELEPHONE - SBC BELL - (760) -489 -3411 E. CABLE TV - COX COMMUNICATIONS- (760) - 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 - 2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1675 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 3358 SQFT INCREASE IN IMPERVIOUS AREA: 1883 SQFT IMPERVIOUS AREA REPLACED: 1675 SQFT OWNER CI I U CNLIN SAC COOLHAUS CARDIFF. LLC 426 N. CEDROS AVENUE SOLANA BEACH., CA 92075 CITY OF ENCINITAS P: 619- 572 -7399 soLANA BEACH 0 0 11 SITE ADDRESS 2353 NEWPORT AVENUE CARDIFF, CA 92007 1 VICINITY MAP APN:261- 052 -23 NO SCA LE LEGAL DESCRIPTION ' V LOT & 351N BLOCK 17 OF CARDIFF, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AACORDING TO MAP THEREOF NO. 1298, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNT, NOVEMBER 14, 1910. ALSO KNOWN AS 2353 NEWPORT AVENUE. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SIGNATURE: DATE: `NATHAN M RTON SOILS ENGINEER'S CERTIFICATE I, JAIME CERROS A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 8 -15 -2013, ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: RICE NO.: 34422 GE. 2007 EXP. DATE: 9/30/2013 GEOTECHNICAL EXPORATION , INC 7420 TRADE STREET, SAN DIEGO, CA 92121 P: 858 -549 -7222 JOB #: 13 -10374 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON, THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF E ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND_ SCOPE OF SUCH AGE A EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEL SIGNATURE DATE: DAVID A. ASHCROFT RICE 47024 EXP: 12/31/2015 ENGINEERING CONSULTING GROUP 12760 VIA TERCETO, SAN DIEGO, CA 921(30' P:858- 259 -4711 EARTHWORK DATA GROSS ON -SITE QUANTITIES STEEPEST EXISTING NATURAL SLOPE ON -SITE = 20 H : 1 V MAXIMUM VERTICAL DEPTH OF CUT = 1.5 ' MAXIMUM VERTICAL DEPTH OF FILL = 2.8 ' CUT = 38 G.Y. FILL = 303 C.Y. IMPORT = 265 C.Y. REMEDIAL = 245 C.Y. ( 2 ' REMOVAL AND RECOMPACTION UNDER AND 5 'OUTSIDE OF BUILDING AREAS) PAVEMENT AND FOUNDATION MATERIALS = 123 C.Y. NET ON -SITE QUANTITIES CUT = 38 C.Y. FILL = 180 C.Y. IMPORT= 142 C.Y. AS - 15'j 1 REMEDIAL= 245 C.Y. (NO CHANGE) lzagpll� s- -> -z °GOlfa PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION fa-70. I d �L � I BMP/PROJECT STATUS I DIEGUITO WATER DISTRICT STANDARD ENCINITAS FIRE DEPARTMENT 0 m (V rn R ON U' M o ZC6O U �ww owz d: U 0,w L.0 F © 'D � < n ue C: z W a M WUC.7 SIGNATURE EXPIRES 2 YEARS AFTER DATE CHANGE No. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: I DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. S -�k)tU K 5/411(o s- 5• STN. "ENC-42" FD. 25" SD. CO. ENGR'S DISC STAMPED "OC 136 SURV MON 1968" IN EAST WING WALL OF NTH. END OF N'BOUND HWY 101 BRIDGE OVER SAN ELIJO LAGOON. ELEVATION: 16.938 DATUM: NAVD88 HORIZONTAL: 1" = 10' VERTICAL: 1" = 10' PLANS PREPARED / NDER SUPERVISION OF DATE: 8 - (q- R.C.E. NO.: 47024 / Lrxlt7lt> -A zcSfiLTiO�- � � / EXP.: 12/31/2015 N RECOMMENDS APP V �� ^^ - 9 16 114 9 /syDy Qom• D7CFr GRADING PLAN FOR: 2353 NEWPORT AVENUE, CARDIFF, CA COOLHAUS CARDIFF, LLC APN: 261 - 052 -23 PLANNING CASE NO. 13- 200PMW / CDP 11808 -G SHEET 'I OF 4 0 m (V rn R ON U' M o ZC6O U �ww owz d: U 0,w L.0 F © 'D � < n ue C: z W a M WUC.7 big mill TRANSITION GRADES --,,, AND FLOWLINE IN THIS AREA �+ r 1 oO- -PINE-TREE R 1w, � TK)N- E ) -- PROTECT -IfJ -� TRANSITION GRAI AND FLOWLINE IN THIS AREA 1 VERIFY W 1' CL w N EAR/ T WE E ? -- --4_- -- ACA,�IA ki1'EIOPHLt.I ( tj33 3 S CL ° \ -2, o P/L i0 d N N rn -6 z 0 d 3 N I rn 3 0 I L 0 SG-2 UI o i M x It N 25' _ I 16 C/L R -O -W /` 4FT HIGH 12'A.C. va-S1 1� 4I' MU WALL � + FENCE l� PAVEMENT PARKING an u C/L 141: t' + 141 +yEr 1� T + + 'O P/L 0- l �a I � GRADING AND DRAINAGE PLAN 1' 10' -O' 25' -0" 1 UNIMPROVED R -O -W 105' 6 FT HIGH C.M.U. WALL + FENCE STORM DRAIN TO DAYLIGHT THROUGH PLANT TO SURFACE OF 1 C :._L -� r' r I °} ' - BIORETENTION FACILITY- PROTECT T� W/ COBBLE RIP RAP jlj i 3 75.00TOF 2351 NEWPORT T AVE, 69.60TW 75.60TOF E 7 69-007, 6 70 60T L.S. 69606 6 "S.D.� 5' SIDE YARD S =0A38 SET 1 '5 L =80.61 LF N 59 °22 20 E'3 120.00' 77 71.62OFS A n `�.5. 4 69.51'FSt 71.70FS 3a s g r 57F T' S 71.84FS 71.84 S 4 14 2.00 R.F. 503 {1 RF GROSS E +72 2OFF k XF 71h t:a Hal SE- 66 Sr NET _-,71 53PE 7'TAF t Fl-=70,07 0- 8 AC__ _ w 71 92Fs .. +0.06\ R.F.F.; 70.2 0P AA Y _ T17 69;84FS�' � _.._____ _ -- � ?�_. _._- :_ 71.7 � S ' 67'63FS L, .: 4 7 5 ' 69 b .. ti w �- "257 5 l ��,.,. ., °�, A ,owl 4 .. eo +1 50 R.P.; .F. 1 18 1 A k N 87.88 L.. ". �_ ti 1` 71.70FF 14 66.388w 1.03PE 7 y.01FS_ 69.57FS __' ± ".„ ♦sr Q' ; i , i 1.7 S 69 69.51FS 1 69.57FS `sue _ ' 7FS 7 L� FS 1 '69:51 �a U' '�' w e a-� of �-S_ A .. ,u`z�' -6 ♦ n ° 1 x 5' SIDE YARD S 59'22'20" W i 120.00' 71 E 5 SETBACK 740l�°` ! S.00TOF 6 7 . 69.67TW m 9.67TW 7 . _ _ ,3 6 S.D. 3 - __ 68.00BW 9.OQBW J 73OOTOF �.S L-13TO7 3 7 ' N 69.6 TW L= 67.00LF N 67.OQBWD;P�M L fCD �: >' {"'C"'IK -1 "f 1 jj jj 1 _ STORM DRAIN TO DA %1GHT jl AF ° F� 9 F C i` ` H THROUGH PLAN URFACE OF 2363 NEWPORT X! BIORETENT)ON'������ACILITY - PROTECT W/ COBBt RIP RAP 106 6 FT HIGH G.M.U. WALL+ FENCES i i t GRAPHIC SCALE E.M.R.A NOTE: PERVIOUS PAVER SECTION TO BE MAINTAINED BY HOMEOWNER IN ACCORDANCE WITH ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT PER DOC NO. 2014 - 0294325 REC'D JUL 15, 2014 (REF; CONSTRUCTION NOTE 10) 12' -0" ULTIMATE PAVED ROADWAY 11' -24" CURRENT PAVED ROADWAY ROADWAY - TYPICAL SECTION 1/4' = 1' -O' CL 12' -0" PAVED ROADWAY EXISTING AC 67.67TW PAVEMENT 67.00�BpW� 1�' COLD SAWCUT PLANE IN PROT-EGT- tGFm ORCO 15' ® 4FT HIGH (6 64.50FL - -, -,. I CMU WALL ( + FENCE n3 'O P/L 0- l �a I � GRADING AND DRAINAGE PLAN 1' 10' -O' 25' -0" 1 UNIMPROVED R -O -W 105' 6 FT HIGH C.M.U. WALL + FENCE STORM DRAIN TO DAYLIGHT THROUGH PLANT TO SURFACE OF 1 C :._L -� r' r I °} ' - BIORETENTION FACILITY- PROTECT T� W/ COBBLE RIP RAP jlj i 3 75.00TOF 2351 NEWPORT T AVE, 69.60TW 75.60TOF E 7 69-007, 6 70 60T L.S. 69606 6 "S.D.� 5' SIDE YARD S =0A38 SET 1 '5 L =80.61 LF N 59 °22 20 E'3 120.00' 77 71.62OFS A n `�.5. 4 69.51'FSt 71.70FS 3a s g r 57F T' S 71.84FS 71.84 S 4 14 2.00 R.F. 503 {1 RF GROSS E +72 2OFF k XF 71h t:a Hal SE- 66 Sr NET _-,71 53PE 7'TAF t Fl-=70,07 0- 8 AC__ _ w 71 92Fs .. +0.06\ R.F.F.; 70.2 0P AA Y _ T17 69;84FS�' � _.._____ _ -- � ?�_. _._- :_ 71.7 � S ' 67'63FS L, .: 4 7 5 ' 69 b .. ti w �- "257 5 l ��,.,. ., °�, A ,owl 4 .. eo +1 50 R.P.; .F. 1 18 1 A k N 87.88 L.. ". �_ ti 1` 71.70FF 14 66.388w 1.03PE 7 y.01FS_ 69.57FS __' ± ".„ ♦sr Q' ; i , i 1.7 S 69 69.51FS 1 69.57FS `sue _ ' 7FS 7 L� FS 1 '69:51 �a U' '�' w e a-� of �-S_ A .. ,u`z�' -6 ♦ n ° 1 x 5' SIDE YARD S 59'22'20" W i 120.00' 71 E 5 SETBACK 740l�°` ! S.00TOF 6 7 . 69.67TW m 9.67TW 7 . _ _ ,3 6 S.D. 3 - __ 68.00BW 9.OQBW J 73OOTOF �.S L-13TO7 3 7 ' N 69.6 TW L= 67.00LF N 67.OQBWD;P�M L fCD �: >' {"'C"'IK -1 "f 1 jj jj 1 _ STORM DRAIN TO DA %1GHT jl AF ° F� 9 F C i` ` H THROUGH PLAN URFACE OF 2363 NEWPORT X! BIORETENT)ON'������ACILITY - PROTECT W/ COBBt RIP RAP 106 6 FT HIGH G.M.U. WALL+ FENCES i i t GRAPHIC SCALE E.M.R.A NOTE: PERVIOUS PAVER SECTION TO BE MAINTAINED BY HOMEOWNER IN ACCORDANCE WITH ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT PER DOC NO. 2014 - 0294325 REC'D JUL 15, 2014 (REF; CONSTRUCTION NOTE 10) 12' -0" ULTIMATE PAVED ROADWAY 11' -24" CURRENT PAVED ROADWAY ROADWAY - TYPICAL SECTION 1/4' = 1' -O' CL 12' -0" PAVED ROADWAY EXISTING AC 4 "A.C.- PAVEMENT PAVING 1�' COLD SAWCUT PLANE LINE 2% { IN FEET ) 1 inch = 10 ft. 25' -0" EXISTING --J wy - °- °°" 6" D.G. BASE EX. COMPACTED 6 "CLASS II € �`� 2" BED OF4Y�rb SUBGRADE TYP. BASE 6 "X16" P.C.C. 318" GRAVEL FLUSH CURB 8 "BASE OF 3/4" EXISTING GROUND OR CRUSHED COMPACTED $ UBGRADE WASHED STONE DESCRIPTION APPROVED DATE STN. "ENC -42" FD. 2.5" SD. CO. ENGR'S DISC STAMPED "OC 136 SURV MON 1968" IN EAST WING WALL OF NTH. END OF N'BOUND HWY 101 BRIDGE OVER SAN ELIJO LAGOON. ELEVATION: 16.938 DATUM: NAVD88 SCALE HORIZONTAL: III= 10' VERTICAL: 1" = 10' P/L 15' 8' -01i F -0" PARKING AREA WALKWAY � A F/L i ORCO 3 "Xfi" - AQUA -BRIC REDWOOD (6 PAVERS OR HEADER 2' -0" 2' -0" APPROVED EQUAL 6 "X16" -0 r1(8" HAND TIGHT [JOINTS P,C.C. FLUSH ( -n CURB EXISTING --J wy - °- °°" 6" D.G. BASE EX. COMPACTED 6 "CLASS II € �`� 2" BED OF4Y�rb SUBGRADE TYP. BASE 6 "X16" P.C.C. 318" GRAVEL FLUSH CURB 8 "BASE OF 3/4" EXISTING GROUND OR CRUSHED COMPACTED $ UBGRADE WASHED STONE DESCRIPTION APPROVED DATE STN. "ENC -42" FD. 2.5" SD. CO. ENGR'S DISC STAMPED "OC 136 SURV MON 1968" IN EAST WING WALL OF NTH. END OF N'BOUND HWY 101 BRIDGE OVER SAN ELIJO LAGOON. ELEVATION: 16.938 DATUM: NAVD88 SCALE HORIZONTAL: III= 10' VERTICAL: 1" = 10' P/L 15' 19 M1y .5 m S �yyi`C. � t r j ALLEY WAY IMPROVEMENTS: REFER TO SEE 3 OF THIS PLAN SET FOR DETAILS ON IMPROVEMENTS TO ALLEY WAY - 3 � A � A I i o (6 .ate �° ? -0 " S b + � ( -n o v 2.30 1 �. o 0 1 p-5 . 4 § WOVE 72.77TW . " A 4 3 72.10BW O I 143 IE 20' 9 a'E. ♦ m 6" S.D. e BY SDWD TO 1" GU D 71.74F5 S =0.038 S co `' SERVICE AND DUAL L 6 O LF IAR?(ARO a. it ♦ i 19 M1y .5 m S �yyi`C. � t r j ALLEY WAY IMPROVEMENTS: REFER TO SEE 3 OF THIS PLAN SET FOR DETAILS ON IMPROVEMENTS TO ALLEY WAY oOTOF L S. t:_,f 3 67TW 71.60BW A A OOBW q �+ 6" S.D. .:, a a ,'.• S= 0.037 ° EX. P.P... " nl'. L= 10,37LF P24728 1081 -275 P.I.P. ) t nt A 22'� f A HOUSE TO P.L. A, ®a 2 +77.22 RT 5.7 ,FT ° y WTR METER P.I.P. ti' . � 4 ♦ i P 7- 3 n ' TA 2 +77.6$ LT 6.72 FT ° 15` ALLY . WTR METER P.I.P. UTILITY NOTE: ALL EXISTING' n �' OVERHEAD UTILITY SERVICE LINES° AND PROPOSED UTILITIES AND ? "� SERVICES SHALL BE INSTALLED'^ - UNDERGROUND A& WIL-6At6 PAS/t mrm AAD.Y' No. 47024 E*, 12/31/15 SPECIAL DISTRICT APPROVAL ;. 4 e ti: -- - _0� sw �TF I ♦ A A BF 3 FENCE -TYPICAL DETAIL G -2 112 1'-0* IGNEDAA D BY: A DAA DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APF tNS PREPA D YNDER SUPERVISION OF RECOMMEND D: APP DATE: 8 -{a �%I� M R.C.E. NO.: 47024 MASIH MAHER GLENN PRUIM 9114/14 A. ASHCROFT y EXP.: 12!31!2015 DATE DATE CONSTRUCTION NOTES fl = PLOTTED ITEM QUANTITY SYMBOL DESCRIPTION 1 2013 SF eqm;> INSTALL 4" CONCRETE WALKWAYS AND DRIVEWAY 2Q 607 SF ' INSTALL PERVOUS PAVEMENT PER DETAIL 3 ON SHEET 3 281 SF INSTALL MASONRY RETAINING WALL PER SDRSD C -3 W/ WOOD FENCE ON TOP TO A MAXIMUM COMBINED HEIGHT OF 6' -0" ABOVE ADJACENT GRADE PER DETAIL 3 SHEET 2 189 SF I INSTALL RAISED WOOD DECK PER BUILDING PLANS 5� 69 SF INSTALL RAISED PLANTERS Q 644 SF + +4I AT GRADE LANDSCAPE AREAS Q 7 EA GATE PER ARCHITECTS PLANS 600 SF AC GRIND AND OVERLAY PER DETAIL 2 /SHEET 2 Q 171 LF ,gip\ o INSTALL A 6" X 16" P.C.C. FLUSH CURB PER DETAIL 2 J SHEET 2 IO •S 10 SF INSTALS A�$ FOOT WIDE PARKING AREA PAVED WITH PERVOIUS PAVERS PER DETAIL 2 /SHEET 2 t11/ - -- OMITTED - -- /:o 14 36 LF 15 16 17 57 LF a---0 18 144 SF 19 1500 SF 20 1 EA - -- OMITTED - -- l 5.0 v �. INSTALL A 'I°R" WIDE TRENCH DRAIN WITH TRAFFIC GRATE --- OMITTED - -- --- OMITTED - -- 4 FT HIGH WOOD PICKET FENCE PER ARCHITECTS PLANS RETAINING WALLS PER SDRSD C -3 INSTALL 6" THICK P.C.C. ALLEYWAY PER DETAIL 2 SHEET 3 EXISTING PINE TREE TO BE PROTECTED IN PLACE AS FOLLOWS: 1. A TREE PROTECTION ZONE (TPZ) OF APPROXIMATELY A 20 FT. RADIUS WILL BE ESTABLISHED AROUND THE PROTECTED TREE. 2. NO CONSTRUCTION TRAFFIC WILL BE ALLOWED IN THE TPZ. 3. IF ANY VEHICLE TRAFFIC IS NEEDED TO PASS THROUGH THE TPZ, A LAYER OF 6 -12 INCHES OF WOOD CHIP MULCH WILL BE ADDED TO MINIMIZE COMPACTION AND MECHANICAL ROOT DAMAGE. 4. ANY TRENCHING, EXCAVATING, BORING, DIGGING, ETC. IN THE TPZ WILL BE MONITORED BY A CERTIFIED ARBORIST. 5. ANY ROOT PRUNING THAT MAY BE NECESSARY, WILL BE MONITORED BY A CERTIFIED ARBORIST. 6. ANY GRADING OR FILL THAT MAY BE NECESSARY IN THE TPZ WILL BE MONITORED BY A CERTIFIED ARBORIST. 7. BECAUSE TREES ARE UNIQUE ORGANISMS AND DO NOT JUST GROW IN A PERFECT CIRCUMFERENCE, ANY QUESTIONS OR CONCERNS, WHETHER INSIDE OR OUTSIDE THE TPZ, SHOULD BE BROUGHT TO THE ATTENTION OF THE CERTIFIQ ARBORIST. IGEND - t SYMBOL DESCRIPTION EX. WATER METER REMEDIAL GRADING 1. UNDER THE NEW ADDITION AT THE MAIN LEVEL REMOVE AND RECOMPACT THE UPPER 2' -6" OF LOOSE SOIL. THIS REMEDIAL RECOMPACTION SHALL EXTEND ACROSS THE ENTIRE LOT. THE EXACT DEPTH OF REMEDIATION AND ITS EXTENTS SHALL BE AT THE DIRECTION OF THE PROJECT GEOTECHNICAL ENGINEER. °m 2. THE BOTTOM OF THE EXCAVATION WILL NEED TO BE INSPECTED AND APPROVED BY THE PROJECT GEOTECHNICAL rn ENGINEER. SUBSEQUENTLY THE BOTTOM OF THE EXCAVATION WILL NEED TO BE SCARIFIED TO A DEPTH OF 8 0 INCHES. THE REMOVED SOILS SOULD THEN BE PROPERLY MOISTENED, PLACED AND UNIFORMILY COMPACTED IN 0 N LIFTS OF APPROXIMATELY 6 TO 8 INCHES UNTIL FINISHED GRADE IS ACHIEVED. w "' 3. ALL LIFTS SHOULD BE UNIFORMILY COMPACTED TO 90% OF MAXIMUM DRY DENSITY (MDD) IN ACCORDANCE WITH ° o'n'e p ASTM D1557. cq w SURVEY NOTES _ o TOPOGRAPHIC SURVEY PROVIDED BY SPENDER LUEY SURVEYING FROM OBSERVATIONS RECORDED ON 6/16/2013 0 w W STORMWATER BMPS El N = PLOTTED <C L p j O CO C J CO I3M QUANTITY DESCRIPTION a w El 2967 SF DRAINAGE MANAGEMENT AREA (DMI) DRAINING TO A INTEGRATED MANAGEMENT z U PRACTICE (IMP) z1�-) P; 2 644 SF SELF RETAINING DRAINAGE AREA (SRDA) O 2 O - ce I� 46 SF SELF TREATING DRAINAGE AREA (STDA) IT I 554 SF BID- RETENTION (IMP) PER DETAIL 5 ( SHEET 4 As -BviLx _S CITY OF ENCINITAS - ENGINEERING SERVICES D (ARTMENT DRAWING NO. GRADING PLAN FOR. 2353 NEWPORT AVENUE, CARDIFF, CA COOLHAUS CARDIFF, LLC 11808 -G APN: 261- 052 -23 SHEET 2 OF 4 PLANNING CASE NO: 13 -200 PMW /CDP - 3 � A � A A t .ate �° ? A ♦ A " S b + � A " EX. WTR METER P.I.P. 2.30 1 1 "; STA 2 +27.29 RT 3.75 FT 1 p-5 . 4 § § EX. 3/4" SERVICE & 5/8" . " A 4 ®° ! ! METER TO BE UPGRADE 143 IE 20' 9 a'E. ♦ ♦ e e BY SDWD TO 1" GU o.� 1 1 ` `' SERVICE AND DUAL 4, IAR?(ARO a. it ♦ ♦ 1 19 METER PER WAS WS -09 SETBACK & &WS- 17ATOWNERS ,A. E A t t #� EXPENSE I.1 7 ''� A AA 63 I 91 .6. o « n 6 A A' a %c. N ♦t . ' N� + .A.. ' TG 77.60 72.61TW� UTILITY NOTE: ALL EXISTING' n �' OVERHEAD UTILITY SERVICE LINES° AND PROPOSED UTILITIES AND ? "� SERVICES SHALL BE INSTALLED'^ - UNDERGROUND A& WIL-6At6 PAS/t mrm AAD.Y' No. 47024 E*, 12/31/15 SPECIAL DISTRICT APPROVAL ;. 4 e ti: -- - _0� sw �TF I ♦ A A BF 3 FENCE -TYPICAL DETAIL G -2 112 1'-0* IGNEDAA D BY: A DAA DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APF tNS PREPA D YNDER SUPERVISION OF RECOMMEND D: APP DATE: 8 -{a �%I� M R.C.E. NO.: 47024 MASIH MAHER GLENN PRUIM 9114/14 A. ASHCROFT y EXP.: 12!31!2015 DATE DATE CONSTRUCTION NOTES fl = PLOTTED ITEM QUANTITY SYMBOL DESCRIPTION 1 2013 SF eqm;> INSTALL 4" CONCRETE WALKWAYS AND DRIVEWAY 2Q 607 SF ' INSTALL PERVOUS PAVEMENT PER DETAIL 3 ON SHEET 3 281 SF INSTALL MASONRY RETAINING WALL PER SDRSD C -3 W/ WOOD FENCE ON TOP TO A MAXIMUM COMBINED HEIGHT OF 6' -0" ABOVE ADJACENT GRADE PER DETAIL 3 SHEET 2 189 SF I INSTALL RAISED WOOD DECK PER BUILDING PLANS 5� 69 SF INSTALL RAISED PLANTERS Q 644 SF + +4I AT GRADE LANDSCAPE AREAS Q 7 EA GATE PER ARCHITECTS PLANS 600 SF AC GRIND AND OVERLAY PER DETAIL 2 /SHEET 2 Q 171 LF ,gip\ o INSTALL A 6" X 16" P.C.C. FLUSH CURB PER DETAIL 2 J SHEET 2 IO •S 10 SF INSTALS A�$ FOOT WIDE PARKING AREA PAVED WITH PERVOIUS PAVERS PER DETAIL 2 /SHEET 2 t11/ - -- OMITTED - -- /:o 14 36 LF 15 16 17 57 LF a---0 18 144 SF 19 1500 SF 20 1 EA - -- OMITTED - -- l 5.0 v �. INSTALL A 'I°R" WIDE TRENCH DRAIN WITH TRAFFIC GRATE --- OMITTED - -- --- OMITTED - -- 4 FT HIGH WOOD PICKET FENCE PER ARCHITECTS PLANS RETAINING WALLS PER SDRSD C -3 INSTALL 6" THICK P.C.C. ALLEYWAY PER DETAIL 2 SHEET 3 EXISTING PINE TREE TO BE PROTECTED IN PLACE AS FOLLOWS: 1. A TREE PROTECTION ZONE (TPZ) OF APPROXIMATELY A 20 FT. RADIUS WILL BE ESTABLISHED AROUND THE PROTECTED TREE. 2. NO CONSTRUCTION TRAFFIC WILL BE ALLOWED IN THE TPZ. 3. IF ANY VEHICLE TRAFFIC IS NEEDED TO PASS THROUGH THE TPZ, A LAYER OF 6 -12 INCHES OF WOOD CHIP MULCH WILL BE ADDED TO MINIMIZE COMPACTION AND MECHANICAL ROOT DAMAGE. 4. ANY TRENCHING, EXCAVATING, BORING, DIGGING, ETC. IN THE TPZ WILL BE MONITORED BY A CERTIFIED ARBORIST. 5. ANY ROOT PRUNING THAT MAY BE NECESSARY, WILL BE MONITORED BY A CERTIFIED ARBORIST. 6. ANY GRADING OR FILL THAT MAY BE NECESSARY IN THE TPZ WILL BE MONITORED BY A CERTIFIED ARBORIST. 7. BECAUSE TREES ARE UNIQUE ORGANISMS AND DO NOT JUST GROW IN A PERFECT CIRCUMFERENCE, ANY QUESTIONS OR CONCERNS, WHETHER INSIDE OR OUTSIDE THE TPZ, SHOULD BE BROUGHT TO THE ATTENTION OF THE CERTIFIQ ARBORIST. IGEND - t SYMBOL DESCRIPTION EX. WATER METER REMEDIAL GRADING 1. UNDER THE NEW ADDITION AT THE MAIN LEVEL REMOVE AND RECOMPACT THE UPPER 2' -6" OF LOOSE SOIL. THIS REMEDIAL RECOMPACTION SHALL EXTEND ACROSS THE ENTIRE LOT. THE EXACT DEPTH OF REMEDIATION AND ITS EXTENTS SHALL BE AT THE DIRECTION OF THE PROJECT GEOTECHNICAL ENGINEER. °m 2. THE BOTTOM OF THE EXCAVATION WILL NEED TO BE INSPECTED AND APPROVED BY THE PROJECT GEOTECHNICAL rn ENGINEER. SUBSEQUENTLY THE BOTTOM OF THE EXCAVATION WILL NEED TO BE SCARIFIED TO A DEPTH OF 8 0 INCHES. THE REMOVED SOILS SOULD THEN BE PROPERLY MOISTENED, PLACED AND UNIFORMILY COMPACTED IN 0 N LIFTS OF APPROXIMATELY 6 TO 8 INCHES UNTIL FINISHED GRADE IS ACHIEVED. w "' 3. ALL LIFTS SHOULD BE UNIFORMILY COMPACTED TO 90% OF MAXIMUM DRY DENSITY (MDD) IN ACCORDANCE WITH ° o'n'e p ASTM D1557. cq w SURVEY NOTES _ o TOPOGRAPHIC SURVEY PROVIDED BY SPENDER LUEY SURVEYING FROM OBSERVATIONS RECORDED ON 6/16/2013 0 w W STORMWATER BMPS El N = PLOTTED <C L p j O CO C J CO I3M QUANTITY DESCRIPTION a w El 2967 SF DRAINAGE MANAGEMENT AREA (DMI) DRAINING TO A INTEGRATED MANAGEMENT z U PRACTICE (IMP) z1�-) P; 2 644 SF SELF RETAINING DRAINAGE AREA (SRDA) O 2 O - ce I� 46 SF SELF TREATING DRAINAGE AREA (STDA) IT I 554 SF BID- RETENTION (IMP) PER DETAIL 5 ( SHEET 4 As -BviLx _S CITY OF ENCINITAS - ENGINEERING SERVICES D (ARTMENT DRAWING NO. GRADING PLAN FOR. 2353 NEWPORT AVENUE, CARDIFF, CA COOLHAUS CARDIFF, LLC 11808 -G APN: 261- 052 -23 SHEET 2 OF 4 PLANNING CASE NO: 13 -200 PMW /CDP CONSTRUCTION NOTES fl = PLOTTED ITEM QUANTITY SYMBOL DESCRIPTION 1 2013 SF eqm;> INSTALL 4" CONCRETE WALKWAYS AND DRIVEWAY 2Q 607 SF ' INSTALL PERVOUS PAVEMENT PER DETAIL 3 ON SHEET 3 281 SF INSTALL MASONRY RETAINING WALL PER SDRSD C -3 W/ WOOD FENCE ON TOP TO A MAXIMUM COMBINED HEIGHT OF 6' -0" ABOVE ADJACENT GRADE PER DETAIL 3 SHEET 2 189 SF I INSTALL RAISED WOOD DECK PER BUILDING PLANS 5� 69 SF INSTALL RAISED PLANTERS Q 644 SF + +4I AT GRADE LANDSCAPE AREAS Q 7 EA GATE PER ARCHITECTS PLANS 600 SF AC GRIND AND OVERLAY PER DETAIL 2 /SHEET 2 Q 171 LF ,gip\ o INSTALL A 6" X 16" P.C.C. FLUSH CURB PER DETAIL 2 J SHEET 2 IO •S 10 SF INSTALS A�$ FOOT WIDE PARKING AREA PAVED WITH PERVOIUS PAVERS PER DETAIL 2 /SHEET 2 t11/ - -- OMITTED - -- /:o 14 36 LF 15 16 17 57 LF a---0 18 144 SF 19 1500 SF 20 1 EA - -- OMITTED - -- l 5.0 v �. INSTALL A 'I°R" WIDE TRENCH DRAIN WITH TRAFFIC GRATE --- OMITTED - -- --- OMITTED - -- 4 FT HIGH WOOD PICKET FENCE PER ARCHITECTS PLANS RETAINING WALLS PER SDRSD C -3 INSTALL 6" THICK P.C.C. ALLEYWAY PER DETAIL 2 SHEET 3 EXISTING PINE TREE TO BE PROTECTED IN PLACE AS FOLLOWS: 1. A TREE PROTECTION ZONE (TPZ) OF APPROXIMATELY A 20 FT. RADIUS WILL BE ESTABLISHED AROUND THE PROTECTED TREE. 2. NO CONSTRUCTION TRAFFIC WILL BE ALLOWED IN THE TPZ. 3. IF ANY VEHICLE TRAFFIC IS NEEDED TO PASS THROUGH THE TPZ, A LAYER OF 6 -12 INCHES OF WOOD CHIP MULCH WILL BE ADDED TO MINIMIZE COMPACTION AND MECHANICAL ROOT DAMAGE. 4. ANY TRENCHING, EXCAVATING, BORING, DIGGING, ETC. IN THE TPZ WILL BE MONITORED BY A CERTIFIED ARBORIST. 5. ANY ROOT PRUNING THAT MAY BE NECESSARY, WILL BE MONITORED BY A CERTIFIED ARBORIST. 6. ANY GRADING OR FILL THAT MAY BE NECESSARY IN THE TPZ WILL BE MONITORED BY A CERTIFIED ARBORIST. 7. BECAUSE TREES ARE UNIQUE ORGANISMS AND DO NOT JUST GROW IN A PERFECT CIRCUMFERENCE, ANY QUESTIONS OR CONCERNS, WHETHER INSIDE OR OUTSIDE THE TPZ, SHOULD BE BROUGHT TO THE ATTENTION OF THE CERTIFIQ ARBORIST. IGEND - t SYMBOL DESCRIPTION EX. WATER METER REMEDIAL GRADING 1. UNDER THE NEW ADDITION AT THE MAIN LEVEL REMOVE AND RECOMPACT THE UPPER 2' -6" OF LOOSE SOIL. THIS REMEDIAL RECOMPACTION SHALL EXTEND ACROSS THE ENTIRE LOT. THE EXACT DEPTH OF REMEDIATION AND ITS EXTENTS SHALL BE AT THE DIRECTION OF THE PROJECT GEOTECHNICAL ENGINEER. °m 2. THE BOTTOM OF THE EXCAVATION WILL NEED TO BE INSPECTED AND APPROVED BY THE PROJECT GEOTECHNICAL rn ENGINEER. SUBSEQUENTLY THE BOTTOM OF THE EXCAVATION WILL NEED TO BE SCARIFIED TO A DEPTH OF 8 0 INCHES. THE REMOVED SOILS SOULD THEN BE PROPERLY MOISTENED, PLACED AND UNIFORMILY COMPACTED IN 0 N LIFTS OF APPROXIMATELY 6 TO 8 INCHES UNTIL FINISHED GRADE IS ACHIEVED. w "' 3. ALL LIFTS SHOULD BE UNIFORMILY COMPACTED TO 90% OF MAXIMUM DRY DENSITY (MDD) IN ACCORDANCE WITH ° o'n'e p ASTM D1557. cq w SURVEY NOTES _ o TOPOGRAPHIC SURVEY PROVIDED BY SPENDER LUEY SURVEYING FROM OBSERVATIONS RECORDED ON 6/16/2013 0 w W STORMWATER BMPS El N = PLOTTED <C L p j O CO C J CO I3M QUANTITY DESCRIPTION a w El 2967 SF DRAINAGE MANAGEMENT AREA (DMI) DRAINING TO A INTEGRATED MANAGEMENT z U PRACTICE (IMP) z1�-) P; 2 644 SF SELF RETAINING DRAINAGE AREA (SRDA) O 2 O - ce I� 46 SF SELF TREATING DRAINAGE AREA (STDA) IT I 554 SF BID- RETENTION (IMP) PER DETAIL 5 ( SHEET 4 As -BviLx _S CITY OF ENCINITAS - ENGINEERING SERVICES D (ARTMENT DRAWING NO. GRADING PLAN FOR. 2353 NEWPORT AVENUE, CARDIFF, CA COOLHAUS CARDIFF, LLC 11808 -G APN: 261- 052 -23 SHEET 2 OF 4 PLANNING CASE NO: 13 -200 PMW /CDP _S CITY OF ENCINITAS - ENGINEERING SERVICES D (ARTMENT DRAWING NO. GRADING PLAN FOR. 2353 NEWPORT AVENUE, CARDIFF, CA COOLHAUS CARDIFF, LLC 11808 -G APN: 261- 052 -23 SHEET 2 OF 4 PLANNING CASE NO: 13 -200 PMW /CDP 8 8 pill I'll fill !is i Intl E CL 00 0 cp I 0 N N r v 0 FL 3 v M 0 v Q0 LO 0 i 0 a k `c 90 _ _ _ __.,._____ ___,_ �� -~ - - - ��'� ��� m.._ _, .____ _ __ _�__._I '� �'� �- 1 �IV�. I Sl'ALL�� LASS II PERMEABLE B 0�7E�2LAY IF+IST�LI= 6"- P.6:C:_d� P/L C/ _ ®_. _ _..._ __� _. L O ._- 85 _._.m_.._ _ a__. INSTALL 6e P.C.C. PAVEME T PER DETAIL 2 SHEET 3 _ EXIST CONCRETE PAVEMENT P.I.P. .��_. = ALT. OPTION 3. NO IMPROVEMENTS 1 8 EXISTING GROUND _ AT CENTERLINE t 40.00' R -O -W AT CENTER tE F•hIT N°CISEHNETD i RO UND G IS OND _ - 4N,7- -- - - -.. - _ - 0.94% 1 70 _ 7 0 65 ____ .____.o_ + , o NEW PAVEMENT -�___ _ __. - ° °' °' " ® "74T "CENTERLiIVE' ° ° " "' _ _._ _ .� _- _ I _ ®..o -, __ _ _ _ 1 65 r I 4 u PER PLAN > i M 0 N + n Tif "' > __,_.._.._ ____.....___ _ _.___.n____......._...._.�.__ _._. 1 . ._______.____.._._.._._. �...._..______.. .,� h � _ o h t`TRANShTt6N_ -� 60 CO Lij ., _. Lu 55 50- .,_. __._ __ ___ __ __ v. - _� _...__ _ _ _� _ _ __. _._ ._ __.__�__.___ __ _-._ ._____ _. _ _- ......�._._ _._________ _ a_ __ ._ 55 50 � w�c � c7 h W W'S LL W U. C7 U' W 0 IC2 ci1LL W ca 0�W W W 7 0 LL LLl W h W' h W co h N (OI(y n N, h n o #per n3h 1AS {r h h Mi d;tV hf hh h n h O O - t 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 2 ALLEYWAY PROFILE G -3 1' = 10' -0' k { I EX. W.M. P.I.P. ADJUST TO J`_Y< °® W.M. P.I.P. EX. P.P. P.I.P. 3 73.04 FG 72.88 FG 73.10 PG 72.80 FG TO v. FINISH P24723 _ _ 1 j 72.31 FG 72.31 FG 71.86 FG 71.65 FG L49 FG 71.29 FG r, 71:09 FG -_ EG =2"t 13.65 EG SURFACE �?` 73.38 EG ,;' 73.47 EG 72.80 EG FINISH' 1081 275 SURFACE 72.31 EG 72.Q9 EG i ` %' � 71.86 EG 7561 EG 72.18 G t' =" j Uzi 71.8 EG q'- _. ____ 71 X73 EG 7,•1`.44 EG °. -.. t PRCVIIDL OliS1A�... An.. .. .�..� 0 ® ... ... ,. ® $ , ... * . ,° s . o rte' .. .. re x. , : w _ V '2-70 F 72.60 L , V. w , L a S Fd .72 20 F * . > > • : `J � � � 4 • ,. • 7? 68 FL' - - Cr 2.03 FL ,� .„4 } _ o n. F Fy p F € . F F 70.51 FL` i .1. .w" -. -EG 7310E * .® 730 •G' - .. ._, �., , . *, <.... -a. 7 6�bEG 722 �G „� �.. ,� 7 3E _ TRMVStTfOIV 2 ... 0 1 __ f t * ,.aa (4.ii4 %) m ia' ... ...I' (1.04°loJ 1.77EG 7 v �, } a �q r 70.70E Z I -. EX: M. P.. .. ,.,�,>, r _ ^� 1.. ADJUST T FNISH, „ J Y 1 i d g ; ACE v � - �� d. , - ° -.. :. ,, . � _ p. b L .0£. � . � .- -- 73.04 FG'' * ' 72: G" �'- 72.54 FG EX. W.M. P.I.P. - H Al % 71.45 FG __. - 71.09 FG 71.20 FG - - EG 72.39 EG ..' +_; 72.70 FG r $ _ + _., ADJUST TO _,. . t 72.87 } 72.11 EG 71.99 EG _. .. _ ... ®. FINISH' 71.99 FG 71.99 EG 71.70 FG 71.70 EG 71.40 FG >, 1.65 F € __..___ r- 7. G`.. 71.40E 71.15 EG 71.19E - 7; _ _.71.29 -FG._- - ° 72.04 EG ; 71.43 EG 71.28 ESe� " SURFACE VERIFY AND VERIFY AND VERIFY AND MATCH EXISTING f _ _ - T � MATCH EXISTING MATCH EXISTING F.G. CONCRETE F.G. CONCRETE RG, CONCRETE i I GRAPHIC SCALE 41 1 1 11 21 41 1 1 ALLEYWAY PLAN I, I I ( IN FEET G -3 1 inch = 10 ft 1' - 10'-0' ALLEYWAY CONSTRUCTION NOTES ITEM QUANTITY SYMBOL DESCRIPTION 1 1500 SF INSTALL P.C.C. PAVEMENT PER DETAIL 2 SHEET 3 Lam, - :^1 Q2 1875 SF c INSTALL A 3" CLASS II PERMEABLE BASE OVERLAY (OR ALT. OPTION 2. INSTALL 6" P.C.G. PER DETAIL 2 / SHEET 3) (OR ALT. OPTION 3. NO IMPROVEMENTS) * 515LMIF.0 O,PfSON TO QE AS- ,60XLf �3 20 SF AND C. EXISTING WITH 6" AND PROPOSED FINISHED GRADES. A LETTER OF PERMISSION WILL BE REQUIRED FROM THE AFFECTED PROPERTY OWNER PRIOR TO COMMENCEMENT OF ANY WORK. P!L PtL ABBREVIATIONS 2353 NEWPORT AVE 15' -0" ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION ALLEYWAY riL6 -ickma wF1 /rk - - -F/e AC ASPHALT CONCRETE PCC PORTLAND CEMENT CONTRETE P.C.C. DRIVEWAY PER PLAN 7' -6 CL T-6" 6" MIN. P.C.G. 4" MIN. Atd ndr&Av0 ft ASTwf A10A ORCOAQUA -BRIG 1/8" HAND PAVERS OR TIGHT JOINTS 2" BED OF APPROVED 318" GRAVEL BW *BOTTOM OF WALL COSB COUNTY OF SAN DIEGO D.E. DEAD END DPLU vh DEPARTMENT OF PLANNING AND P.I.P. PROTECT IN PLACE P.P. POWER POLE PVC POLYVINYL CHLORIDE LANDUSE PVMT PAVEMENT 4.5% TYP. 4.5% TYP. EQUAL G DE PER PLANS F FINISHED FLOOR r.r.•__s ,i "BASE OF 3t4" �J CRUSHED WASHED " _ a rIN STONE nFa TQN 1rf EG EXISTING GRADE y EX. %dcv SO STORMIDRAINNI RS EGION GO R SD D AL STANDARD " cEC __ { .. #.. ,- - 1 I1 _ Y raw: �� � �' FF FINISHED FLOOR FG FINISHED GRADE DRAWING SF SQUARE FE T F3 FINISHED SURFACE TF *TOP OF DOTING (6" MIN. BELOW BW) EXISTING NATURAL sy c - FL FLOW LINE TOF TOP OF FENCE GROUND OR SUBGRADE EXISTING GROUND 12" SUB BASE OF IE INVERT ELEVATION TG TOP OF GRATE COMPACTED TO 90% ,ZROF ESS /LW OR COMPACTED 2 -112" FRACTURED SU BGRADE INV INVERT ELEVATION TW TOP OF WALL M.D.D. O `rC Pp�Fy�, ROCK L LENGTH LF LINEAL FEET No. 47024 M.H. MAN HOLE 2 ALLEYWAY - TYPICAL SECTION 3 PERVIOUS PAVEMENT - TYPICAL SECTION � gyp, 12/31!15 � - - 1/2' 1' -0' °j cw�s 1/2' _ 1' -O' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVA S CITY OF ENCINITAS - ENGINEERING SERVICES DE ARTMENT DRAWING NO. DAA I VAH I UAA i 5 &V 11. 5 4 b STN. "ENC -42" FD. 2.5" SD. CO. ENGR'S DISC STAMPED "OC 136 SURV MON 1968" IN EAST WING WALL OF NTH. END OF N'BOUND HWY 101 BRIDGE OVER SAN ELIJOtAGOON. HORIZONTAL: 1" = 10' VERTICAL: 1" = 10' PLANS PREPA UNDER �� SUPERVISION OF DATE: �^ t �(� R.G.E. NO.: 47024 RECOMMENDE APP V w A /� �i/ 1 �V MASIH MAHER GLENN PRUtM GRADING PLAN FOR: 2353 NEWPORT AVENUE CARDIFF CA ' COOLHAUS CARDIFF, LLC APN: 261 - 052 -23 'I'I $QS -G " 1 ELEVATION: 16.938 DATUM: NAVD88 DAVID A. ASHCROFT EXP.: 12/31/2015 IG � 14�Z��y DATE DATE PLANNING CASE NO: 13-200 PMW/ CDP SHEET 3 OF 4 u 25' 15' C/L R -O -W TO PIL fi 4FT HIGH FENCE 12' A.C. 8' 5' PAVEMENT I PARKING PATH 6 } r 11 J LLI Y C3 0 j t I = �y x L I i E T t t r 11 J LLI Y C3 0 O "' o 0 I = �y x L I i E T t , P1. iE #'s l 20' FRONT YAF SETBACK e4` 15' 4FT HIGH FENCE CIL R-"-TO P/L i nI. 1 EROSION CONTROL PLAN G -4 1, , io, -o, 5' SIDE YARD SETBACK 105' 6 FT HIGH C.M.U. WALL {) j if J y 2351 NL:.WI ORT AVE. N 59'22'20" El 120.00' �-• s~a a ; �) 3 .T`> 1 €€ ; ✓"-� � F�3 ., �`' :.! �} m'' .may E0 a _ 00 SF CROSS FYZ k 41, I, AJUSE 60 ,SF NET } } r w ' t " ". O, . 8 AO •000\,;RFF 5° i I 1` °1'2257 9F0? 0s ! I +2.00 R.F V % A.50 R:F,.F. ,-Wt L 5' SIDE YARD) S 59'22'20" W `} 120.00' 1 SETBACK d yG } 363 NEWPORT AVE. j 105' 6 FT HIGH C.M.U. WALL 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO 6''A BY64 IN (IVBY 1WM) THE POSTS, °TdtS OPTLONA(, TRENCH UPSLOPE FROM AND m1)tme, ®N PmwuT 71mf�rmIIAG t ALONG THE LINE OF POSTS 1_ (0' e_ 6' • 'L i .. .n�i'IIPII- .�, ° y 1'rl:i 3. A TACH THE FILTER ♦ 4. BACKFILL AND COMPACT THE WIRE FENCE I EXTEND IT EXCA VA TED SOIL. INTO THE TRENCH. FILTER FABRI SILT FENCE SILT FENCE - • ® TYPICAL DETAIL ME CHANGE NO.) DESCRIPTION I APPRO) co M x N DATE I­. Ud O La.l �L CL Z 1 COARSE MrRUCT SEDIMENT AND CHANELIZE RUNOFF BARRIER 4 SEDIMENT ! I—EXIS71NG GRADE �— FILTER FABRIC SECTION B —B x WIDTH PER PLAN EX, SHED 20' REAR YARD SETBACK 1 22' HOUSE TO P.L. LXi l ( , SUPPLY WATER TO WASH WHEELS IF NECESSARY 50' TIP. QRpfESSt PLAN a �P�n. asy 4A STABILIZED CONSTRUCTION ENTRANCE - TYP. DTL No.47024 G 4 — Fp, 12/31/1 N.T.S. '��W�� BENCHMARK SCALE SPECIAL DISTRICT APPROVAL STN. "ENC -42" FD. 2.5" SD. CO. ENGR'S DISC STAMPED "OC 136 SURV MON 1968" IN EAST HORIZONTAL: 1" = 10' WING WALL OF NTH. END OF N'BOUND HWY 101 BRIDGE OVER SAN ELIJO LAGOON. VERTICAL: V = 10' ELEVATION: 16.938 DATUM: NAVD88 D EROSION CONTROL KEYNOTES 0 15' ALL ITEM QUANTITY SYMBOL DESCRIPTION ( Q1 326 SF t ■ INSTALL SILT FENCE EROSION CONTROL MEASURES PER DETAIL 2 ON SHEET 4 (ALTERNATIVELY PER CALTRANS DTL. SC -1) 229 LF INSTALL GRAVEL BAG EROSION CONTROL MEASURES PER DETAIL 3 ON SHEET 4 AROUND ALL STORM DRAIN INLETS rn I 572 SF INSTALL A STABILIZED CONTRUCTION ENTRANCE EROSION CONTROL MEASURE PER DETAIL 4 ON SHEET 4 (ALTERNATIVELY PER CALTRANS STANDARD DTL. TC -1). v ( 7n n IN LIEU OF THIS DETAIL STEEL SHAKER PLATES CAN BE USED. °1 c i GRAPHIC SCALE CONCRETE WASHOUT o g m 0 5 10 20 40 CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS A F I f'I ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY G, I S RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. �� i 1 inch FEET �� 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. •-Li CONSTRUCTION VEHICLES I t r a7 p „ 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 J y 1 1 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 ' I BONDED FIBER MATRIX. s 2 NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 3 DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT ;;y w _ i C CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 4 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 i EROSION. 5 TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL Z I ) AI I PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. S` �– , 1 6 PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. 7 WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. a. ON -SITE CONSTRUCTION MATERIAL STORAGE 1 STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE ' PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN, CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. r, mm – — 2 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 i4 2 TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES, f TRAINING CONTRACTOR'S EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENGINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENGINITAS 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 1 n RESPONSIBILITIES, r i ' �' WASTE MANAGEMENT d 1 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTER AND UNUSED CONSTRUCTION MATERIALS, DUMPING OF F � L« � UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY 1 ALLY ` "� PROHIBITED. v 2 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 U--C2) AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES VVITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL 3 MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. 4 POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. - -_ 5 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. 6 ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK o GRAVEL BAGS OVERLAP AND GLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. N ONTO CURB Q,w= 0.42cfs, V,w= 1.37fps, D,"" =1.85" c¢> 8„ 4,. TYP TOP OF co" 24' BERM DEEP ROOTED, 2 -3" NOTES p in ° DENSE, DROUGHT HARDWOOD 1. BIORETENTION "ENGINEERED z�a I" ° ° TOLERANT RETENTION AREA MULCH SOIL" LAYER SHALL BE N N PCC PLANTING SHALL BE LEVEL MINIMUM 24" DEEP °SANDY w AND DEPRESSED A O co z SECTION A -A SPILLWAY SUITABLE FOR LOAM" SOIL MIX WITH NO MORE F , , z 4' DEPTH =24" WELL DRAINED MINIMUM OF 6" THAN 5% CLAY CONTENT. THE W LL 0 3 FT (0.9 M) MIN. A SV�iA SOIL FROM THE MIX SHALL CONTAIN 50 -60% Uw A @) LOW TO M84 qC� SURROUNDING SAND, 20 -30% COMPOST OR v g" F <O� GRADE LEVEL HARDWOOD MULCH, AND Q � p RUNOFF 20-30% TOPSOIL. J Lo , o 00 (oLo< co A 24" MIN, 2. 3/4" CRUSHED ROCK LAYER N a w ENGINEERED SOIL SHALL BE A MINIMUM OF 12" GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS (SEE NOTE 1) BUT MAY BE DEEPENED TO ACTS AS SPILLWAY WITH ENDS OVERLAPPED 2 -3' OF 3l6" INCREASE THE INFILTRATION 7 GRAVEL BAGS GRAVEL BASINTORAGEABILITYOFTHE 2 z w� 12" MIN.. 3. THE EFFECTIVE AREA OF THE (SEE NOTE 2) BASIN SHALL BE LEVEL AND 2 z 0 GRAVEL BAGS R /4" CRUSHED ENC NITAS STORMWATER, ED BASED ON w V CJ LEGEND ON PLANS MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION IMPERVIOUS AREA DRAINING TO IT :i IJKFIVt =L. bAIJS - 1 Yt'IUAL UC IAIL 5 1:31U—KC I EN I IUN — I YF'IUAL UC IAIL 5 � G -4 ,P G -4 N.T.S. NO SCALE �Lfl�°9 DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROV CITY OF ENGINITAS — ENGINEERING SERVICES EPARTMENT DRAWING NO. V H' PLANS PREFAB DD NDER SUPERVISION RECOMMENDED APP V GRADING PLAN FOR: DATE: V o 'IM 2353 NEWPORT AVENUE, CARDIFF, CA ' � COOLHAUS CARDIFF, LLC 11808 -G R.C.E. NO.: 47024 MASIH MAHER GLENN P UIM 91IG� Imo_ -- ?/,2 APN:261- 052 -23 AVID A. ASHCROFT EXP.: 12/31/2015 DATE DATE PLANNING CASE NO: 13 -200 PMW /CDP I SHEET 4 OF 4 t r�l E , s .s i l P1. iE #'s l 20' FRONT YAF SETBACK e4` 15' 4FT HIGH FENCE CIL R-"-TO P/L i nI. 1 EROSION CONTROL PLAN G -4 1, , io, -o, 5' SIDE YARD SETBACK 105' 6 FT HIGH C.M.U. WALL {) j if J y 2351 NL:.WI ORT AVE. N 59'22'20" El 120.00' �-• s~a a ; �) 3 .T`> 1 €€ ; ✓"-� � F�3 ., �`' :.! �} m'' .may E0 a _ 00 SF CROSS FYZ k 41, I, AJUSE 60 ,SF NET } } r w ' t " ". O, . 8 AO •000\,;RFF 5° i I 1` °1'2257 9F0? 0s ! I +2.00 R.F V % A.50 R:F,.F. ,-Wt L 5' SIDE YARD) S 59'22'20" W `} 120.00' 1 SETBACK d yG } 363 NEWPORT AVE. j 105' 6 FT HIGH C.M.U. WALL 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO 6''A BY64 IN (IVBY 1WM) THE POSTS, °TdtS OPTLONA(, TRENCH UPSLOPE FROM AND m1)tme, ®N PmwuT 71mf�rmIIAG t ALONG THE LINE OF POSTS 1_ (0' e_ 6' • 'L i .. .n�i'IIPII- .�, ° y 1'rl:i 3. A TACH THE FILTER ♦ 4. BACKFILL AND COMPACT THE WIRE FENCE I EXTEND IT EXCA VA TED SOIL. INTO THE TRENCH. FILTER FABRI SILT FENCE SILT FENCE - • ® TYPICAL DETAIL ME CHANGE NO.) DESCRIPTION I APPRO) co M x N DATE I­. Ud O La.l �L CL Z 1 COARSE MrRUCT SEDIMENT AND CHANELIZE RUNOFF BARRIER 4 SEDIMENT ! I—EXIS71NG GRADE �— FILTER FABRIC SECTION B —B x WIDTH PER PLAN EX, SHED 20' REAR YARD SETBACK 1 22' HOUSE TO P.L. LXi l ( , SUPPLY WATER TO WASH WHEELS IF NECESSARY 50' TIP. QRpfESSt PLAN a �P�n. asy 4A STABILIZED CONSTRUCTION ENTRANCE - TYP. DTL No.47024 G 4 — Fp, 12/31/1 N.T.S. '��W�� BENCHMARK SCALE SPECIAL DISTRICT APPROVAL STN. "ENC -42" FD. 2.5" SD. CO. ENGR'S DISC STAMPED "OC 136 SURV MON 1968" IN EAST HORIZONTAL: 1" = 10' WING WALL OF NTH. END OF N'BOUND HWY 101 BRIDGE OVER SAN ELIJO LAGOON. VERTICAL: V = 10' ELEVATION: 16.938 DATUM: NAVD88 D EROSION CONTROL KEYNOTES 0 15' ALL ITEM QUANTITY SYMBOL DESCRIPTION ( Q1 326 SF t ■ INSTALL SILT FENCE EROSION CONTROL MEASURES PER DETAIL 2 ON SHEET 4 (ALTERNATIVELY PER CALTRANS DTL. SC -1) 229 LF INSTALL GRAVEL BAG EROSION CONTROL MEASURES PER DETAIL 3 ON SHEET 4 AROUND ALL STORM DRAIN INLETS rn I 572 SF INSTALL A STABILIZED CONTRUCTION ENTRANCE EROSION CONTROL MEASURE PER DETAIL 4 ON SHEET 4 (ALTERNATIVELY PER CALTRANS STANDARD DTL. TC -1). v ( 7n n IN LIEU OF THIS DETAIL STEEL SHAKER PLATES CAN BE USED. °1 c i GRAPHIC SCALE CONCRETE WASHOUT o g m 0 5 10 20 40 CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS A F I f'I ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY G, I S RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. �� i 1 inch FEET �� 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. •-Li CONSTRUCTION VEHICLES I t r a7 p „ 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 J y 1 1 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 ' I BONDED FIBER MATRIX. s 2 NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 3 DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT ;;y w _ i C CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 4 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 i EROSION. 5 TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL Z I ) AI I PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. S` �– , 1 6 PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. 7 WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. a. ON -SITE CONSTRUCTION MATERIAL STORAGE 1 STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE ' PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN, CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. r, mm – — 2 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 i4 2 TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES, f TRAINING CONTRACTOR'S EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENGINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENGINITAS 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 1 n RESPONSIBILITIES, r i ' �' WASTE MANAGEMENT d 1 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTER AND UNUSED CONSTRUCTION MATERIALS, DUMPING OF F � L« � UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY 1 ALLY ` "� PROHIBITED. v 2 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 U--C2) AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES VVITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL 3 MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. 4 POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. - -_ 5 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. 6 ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK o GRAVEL BAGS OVERLAP AND GLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. N ONTO CURB Q,w= 0.42cfs, V,w= 1.37fps, D,"" =1.85" c¢> 8„ 4,. TYP TOP OF co" 24' BERM DEEP ROOTED, 2 -3" NOTES p in ° DENSE, DROUGHT HARDWOOD 1. BIORETENTION "ENGINEERED z�a I" ° ° TOLERANT RETENTION AREA MULCH SOIL" LAYER SHALL BE N N PCC PLANTING SHALL BE LEVEL MINIMUM 24" DEEP °SANDY w AND DEPRESSED A O co z SECTION A -A SPILLWAY SUITABLE FOR LOAM" SOIL MIX WITH NO MORE F , , z 4' DEPTH =24" WELL DRAINED MINIMUM OF 6" THAN 5% CLAY CONTENT. THE W LL 0 3 FT (0.9 M) MIN. A SV�iA SOIL FROM THE MIX SHALL CONTAIN 50 -60% Uw A @) LOW TO M84 qC� SURROUNDING SAND, 20 -30% COMPOST OR v g" F <O� GRADE LEVEL HARDWOOD MULCH, AND Q � p RUNOFF 20-30% TOPSOIL. J Lo , o 00 (oLo< co A 24" MIN, 2. 3/4" CRUSHED ROCK LAYER N a w ENGINEERED SOIL SHALL BE A MINIMUM OF 12" GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS (SEE NOTE 1) BUT MAY BE DEEPENED TO ACTS AS SPILLWAY WITH ENDS OVERLAPPED 2 -3' OF 3l6" INCREASE THE INFILTRATION 7 GRAVEL BAGS GRAVEL BASINTORAGEABILITYOFTHE 2 z w� 12" MIN.. 3. THE EFFECTIVE AREA OF THE (SEE NOTE 2) BASIN SHALL BE LEVEL AND 2 z 0 GRAVEL BAGS R /4" CRUSHED ENC NITAS STORMWATER, ED BASED ON w V CJ LEGEND ON PLANS MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION IMPERVIOUS AREA DRAINING TO IT :i IJKFIVt =L. bAIJS - 1 Yt'IUAL UC IAIL 5 1:31U—KC I EN I IUN — I YF'IUAL UC IAIL 5 � G -4 ,P G -4 N.T.S. NO SCALE �Lfl�°9 DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROV CITY OF ENGINITAS — ENGINEERING SERVICES EPARTMENT DRAWING NO. V H' PLANS PREFAB DD NDER SUPERVISION RECOMMENDED APP V GRADING PLAN FOR: DATE: V o 'IM 2353 NEWPORT AVENUE, CARDIFF, CA ' � COOLHAUS CARDIFF, LLC 11808 -G R.C.E. NO.: 47024 MASIH MAHER GLENN P UIM 91IG� Imo_ -- ?/,2 APN:261- 052 -23 AVID A. ASHCROFT EXP.: 12/31/2015 DATE DATE PLANNING CASE NO: 13 -200 PMW /CDP I SHEET 4 OF 4