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2017-13082 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER AS OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN DELORME AT 949) 322 -7636 CONCRETE WASHOUT JOHN & ERICA DELORME HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN 24 HOURS A DAY. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 1820 CAMBRIDGE AVENUE B S S ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, CARDIFF -BY- THE -SEA, CA 92007 OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES C S PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL (949) 322 -7636 � DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE POST A SIGN DESIGNATING THEWASHOUT LOCATION. n D S DRAINAGE NOTE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID SITE ADDRESS ^ S N CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRUCTION SITE ACCESS 1820 CAMBRIDGE AVENUE E 2 C NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT CARDIFF -BY- THE -SEA, CA 92007 0 r TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO 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 APN: 260 - 293 -03 y 1 -5 AN APPROVED DRAINAGE FACILITY. ENGINEERING INSPECTOR. PANELS /PLATES. Z ° G N Z LEGAL DESCRIPTION i UTILITY NOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO CONSTRUCTION VEHICLES PORTION OF LOT 2 IN BLOCK 95 OF CARDIFF VISTA, IN THE m 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 CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF I ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 1547, S 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE FILED IN THE OFFICE OF THE SAN DIEGO COUNTY m GENERAL NOTES REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN EROSION CONTROL RECORDER ON MARCH 18, 1913. K SANTA FE DR. CIRCUMSTANCES WHICH MAY ARISE. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE N SITE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, OWNER'S CERTIFICATE 72 �O FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, ANY CHANGES OR PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DR. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL M INSPECTION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF INCORPORATED HEREON. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL THE SITE. 6� 2. THE SOILS REPORT TITLED " PROPOSED RESIDENCE 1820 CAMBRIDGE AVE." PREPARED BY COAST PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. GEOTECHNICAL, DATED 10 -3 -2016 , AND UPDATE DATED N/A PROJECT# P- 663816 SHALL BE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S VICINITY MAP CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE SLOPE AT THE CONCLUSION OF EACH WORK DAY. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST N.T.S. WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. %a' PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH UNNECESSARILY; THEY HELP DECREASE EROSION. DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL, TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRASSES TO SHIELD AND BIND THE SOIL. GRADING. FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WITHIN THE PR4VATE PRIGI OR PUBLIC EASEMENTS. PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. REPLACED OR REPAIRED TO CONDITION SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS SIGNATURE: DATE: EXISTING PRIOR TO GRADING. PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM ON -SITE CONSTRUCTION MATERIAL STORAGE JOHN &ERIC RME DRAIN SYSTEM. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL 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 SOILS ENGINEER'S CERTIFICATE 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 ENGINEER OR A LICENSED LAND V / RK BU WELL, RE NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. I, MARK BURWELL, A REGISTERED GEOLOGIST IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN SURVEYOR. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL 7. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES i 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 CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON OCTOBER 3, 2016, 113 f1f7 INCLUDING AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. AND /OR THE TURF /LANDSCAPED AREAS. TRAINING 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 CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. 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 � t 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 SIGNED: ;�C)�•yt'ICE�.. �• Q,,s�r �•E• SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS: SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE E- i E 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 NO.: 2109 . G. E 782 HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS IT TO AN ADEQUATEIMP /BMP. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION �$r MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE EXP. DATE: 05!3112018 17 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. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. JOB #: P- 663816 "" '7 109 " WITHOUT A PERMIT FROM THE CITY. 4 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 COAST GEOTECHNICAL 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 FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS 779 ACADEMY DRIVE 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 SOLANA BEACH, CA 92075 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. 858- 281 - 4007` 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL 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 STATEMENT OF ENGINEER OF WORK BE PROVIDED STATING: "THE GRADING UNDER PERMIT 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 NO. 13082 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED 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 UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE OPERATION. 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 RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A SITE. CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS 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 NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED REQUIRED FOR THIS STRUCTURE. PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING SURFACES. OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SAN DIEGUITO WATER DISTRICT NOTES: THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR D BODILY SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER FOR THEIR INTENDED USE. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. / DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR SIGNATURE: DATE: / 2 MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT NOTIFICATIONS DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS WILLI G. MACK PROJECT. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE PASCO, LARET, SUITER & ASSOCIATES 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE 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 535 N. HWY 101, STE. A ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY SOLANA BEACH, CA 92075 MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S (858)- 259 -8212 M M E PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL M REMOVED CE SUITABLE FIRM NATURAL PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, RICE EXPIRES 12 -31 -18 IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: pFESS/ GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN 9 Ory 41 COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. A. SEWERS - CSD - (760)- 633 -2770 ��O \�I GREP^ q!� B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY C. WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600 ti ,�9�y� EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS D. TELEPHONE - SBC BELL - (760)-489-3411 PAS C O LARET S U ITE R Z3 m 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH ( > No. 73620 SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER E. CABLE TV -COX COMMUNICATIONS - (760)- 806 -9809 X -2233 � Exp. 12/31/18 � AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, * � BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. & Ai SSO � Al Ea AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING d CIVIL �P EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE PHONE: (760)- 633 -2770. q REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 535 North gIIi &hway Il ®Il, Ste A, Solana 19eesh, CA 92 075 OF tp� \F� ACCORDANCE WITH THE GRADING ORDINANCE. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK ph 858.259.8212 I fz 858.259.4812 I p1siengineeffnn6.com 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EARTHWORK DATA 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED DIEGO GAS AND ELECTRIC VAULTS. STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H : 1 V IMPERVIOUS AREA BMP PROJECT STATUS OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED MAXIMUM VERTICAL DEPTH OF CUT = 43 HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 4,759 SOFT MAXIMUM VERTICAL DEPTH OF FILL = 2.4' APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY WAYS. IMPERVIOUS AREA AFTER CONSTRUCTION: 4,773 SQFT WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. INCREASE IN IMPERVIOUS AREA: 14 SQFT ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. CUT = 480 C.Y. FILL = 10 C.Y. STANDARD 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN EXPORT = 470 C.Y. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN REMEDIAL = 415 C.Y. (EXCAVATION AND RECOMPACTION) FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PARTS. PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. 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 ] II I)7 WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE _� 7; TREE REMOVAL. SIGN DATE N vDATE SIGN DATE IGN dr DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: WGM I RC WGM ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. A 3-20- A DESCRIPTION: 2 -1/2" BRASS DISC "ENC -48" PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR: LOCATION: NW CORNER OF DI ON SANTA FE / RECOMMEND D:SIW APPROV DR. 175' WEST OF I -5 (cil NE RETURN 4x HORIZONTAL: N/A J � � t DATE: 1 -2a -17 1820 CAMBRIDGE AVENUE ,�± RECORD FROM: R.O.S. 18416 LIAM G. ACI DATE JOHN & ERICA DELORME 13082 -V VERTICAL: N/A R.C.E. NO.: 73620 MASIH MAHER EDWARD W. EANEII ELEVATION: 173.376' Al/;Z/ �% Z . A¢, / 7 APN: 260 - 293 -03 DATUM: NAVD88 REVIEWER INSPECTOR SENIOR ENGINEER ILLIAM G. MAC EXP.: 12 -31 -18 DATE -r DATE PLANNING CASE NO: 16 -020 CDP SHEET _1. OF 3 J ti Q co .f, U a4 O0 Q L Q F n ca ots 5 WHO; 5 °ON t-<64 w Q6 QC=?M04 O =zL C)z1< J QMO_ dLO cn[L SURVEYMONUMENT NOTE THE EXISTING MONUMENTS SHALL BE PROTECTED IN PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER OF RECORD OR RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY PRIOR TO RELEASE OF OCCUPANCY. TRAIL MASTER PLAN NOTE THIS PROPERTY IS SUBJECT TO THE CITY OF ENCINITAS PARKS & RECREATION DEPARTMENT TRAIL MASTER PLAN CRITERIA. EXISTING SEWER LATERAL NOTE LOCATION OF EXISTING SEWER LATERAL COULD NOT BE CONFIRMED BASED UPON FIELD INVES77GA77ON AND SEARCH OF AVAILABLE RECORD DRAWINGS. 1'IL I/ 71�.. i f/ Ef i / ? APP OXIMA LOCATION � / /,/ % �j/ PERFORATED 3 / "'' \ EXISTING t0° SEWER MAIN /, 1'' // i/ / �i / PVC DAMN PIPE PER W.O. 76- 06 7 �:J - ✓ /,1% // / /j/ jl %'% %;,� ' , ; ' f f i�;L� MASONRY REiA1NdT6 WALL PER SDRSD,C -3 APN 260-293-1 i7:; v 80.0nON P AREA APN 260 293 -11 1; / / / /, // �� /� / ,// %11 -_Z ` rP ,.zPRbPOSm 5'.H v z °5n a _ _ 5a SF tax LANDSCAPE CMU WALL ALONG R �j -` ,� / /� �� 4 YARD DRA�1 - CMU SITE WALL, ` zIE _1RL%i 178.01' IE 177.8 /1 `� 1 . _ - _ c ER, ARCH PLANE ..n yy ,, I 4 r -P =181 7D 1 flF.� 1 -.._ _- `1 - i__-- INSTALL bl �.�' (P ANY SCREEN ABOVE 6' SHOULD ALLOW FOR FS-- �� JE-15032 - -" �.` 1 I OUT 177. VISUAL nON ((PER ARCH P� ) "c z s 211.s FL =182.3 - -- - SI SN �PAD �. IX PDWER t Ti7 RL 11NN IT.OF- -WORK ; 0� 0 RIOR'EQUIPMENT VAWD F5 =f82. rase ,o" _..� l`181.8 181 "3 - ,o" . 180:Q' A s.• ,, / VEM& s Q�REEN PER ARCH PLAAIS N89 °38'34 E 126.62' DRAIN BW`1 iuwo u - - -- -- E /�4t^OA �Q( �j� VIN MATGH /1YQITIONAL v ._TR-E ,E., �o noN an BQ 1 u �.. _� 4' YARD DRAIN a. r 5 BW 177 Q OF r',�; 1- TG -181.2 FS- 181.15 s d 1 nS iRAN APPROXI E 7E� OCARON OF THE °SA _ INS 1E= 180.18 181L8 ' • " " o: es : de a ° . INSTALL 2' �f 4 S f Gt)TG A. ." ep 12 0� . a c� ' glu : _ . 1p \ EXISTING ' ACP WATER MAIN %SPA RESIDENCE / / { :''r j FOOTPRINT 2.0% SLOPE SEE t__ PER W.O. 986 -28 SHT 3 J / ) INSIDE GARAGE Q m ! ° ° I ZQPO rt ' �CC NEI%Y ' �c 4 ; DETAIL C' NEW DR T(IEE 10- 1 / IX HOUSE TO 1� '� I�S7EP �N GFF o i �. dal r s " .. ° $ i / I a % /d\ r BE DEMOLISHED Q L►=, LD 1 % ufx; �, EXISTING ESE i t� .a II s �V�� I z, ' } ,F r OF PAVEMENT. PROPOSm SEE L nON, 2% PROPOSED %/,- PROPOSm 5' H CMU SITE WAIL . ' ell ° G PER ''LANDSCAPE 15.2 A) �fi d„ LAMS, OVER 3' H i UM7i nF AC GRfRD & VERLAY _i / f RESIDENCE �/ / j� 1 ,s PER ARCH Pn RETAINING WNL -, 0 1 IRA. CMU (pP -3as - roP sr _ ! _ -= m 7 7 v MASONRY RETAIMI C ;ss.9 ,as.c �!! x 3 s ,t P (ya.WALL.PER =SDRSD Cr3 ' I ie %'.2sZY)I1RTY �2D�s fi 1 v v? ° v + SEIB4CK LINE (]YP) �/`� dvv r' L._�1 i N 15' 3s, �% ias.s "/, !f �0 1% dSI s,.,i', 2 \ BE cc 4AZ4 t, ii e ° RYSB �ec� f�i',r j c 1 ✓ ,a: r (2)7REES APN: EXISn7Epi i r (TYPICAL) - osrun s s FIRST T • s ..F �- ' � -293- RECTION 260 DRANGE FLO sea _ LOOR IT 1835 nEN Go . PAD 182.83 ' P4�SCTt1(U, Alxa�j A i 4 �i �� -- -- I�i �as.s ERMjOP OF LiERM�FG =180.0 l v % , ', / assb., LAWN¢, �• fLOWLI ) �. F �cEYLS1M c / ; /, 6IS77NG I' iOPPPER WATER H- a e �i i i., PER S 5 - ✓� SFPVICEWITH ;,IR. DISTRICT =TA LEGEND PLANNING AND BUILDING PROPERTY LINE - - PROPERTY SETBACKS - - - PROPOSED CONTOURS CAMBRIDGE AVE TYPICAL SECTION GRIND AND OVERLAY DETAIL EXISTING CONTOURS - - - -255- - - - EXISTING EDGE OF PAVEMENT NTS NTS EXISTING STRUCTURE W M PROPOSED LIMIT OF GRADING WGM CENTERLINE - PROPOSED RESIDENCE FOOTPRINT 3 -2p-1 R EXISTING WATER MAIN - - W - -- - - - -- EXISTING SEWER MAIN - - -- -- EXISTING ELECTRICAL - E E -- EXISTING WATER SERVICE - - -- -t EXISTING SEWER LATERAL - - - -- - - - - -- DRAINAGE DIRECTION FLOWLINE DIRECTION EXISTING FLOWLINE DIRECTION -- 4" PVC STORMDRAIN MASONRY RETAINING WALL PROPOSED HARDSCAPE PROPOSED PERMEABLE PAVERS PROPOSED BIOFIL7RA7ION BMP AREA PER DETAIL 2° HARDWOOD MULCH I' _ 1 -1 DROUGHT TOLERANT c - i , ! GRASS COVER OR CITY s5.c' I 1$ , Fs c cc `cy B UPGRADE UAL ME1ER PER WAS 1iPG E TO D r ass , sz.7 \,as, ,, 5 \ SEAT WALL PER ARCHITECTURAL PLANTS (TIP) / IDL HOUSE f WST09 AT OWNERS EXPENSE PLANS APPROVED EQUIVALENT i Q° HT FLUSH 6,. N 6 »MIN Vd0 r, .._ 6_ 6 16 "OCC CURB eV r // / F i /� �l / f: / /1.. L 4 I LIMIT OF AC GRIND & OVERLAY n zox- t -- _ L_ 1__ 1�1 . /.�L_ _ _ - =- - -- -'_- -- - r = PERVIOUS PAVERS 18' ENGINEERED 5011 18" ENGINEERED SOIL NA�jE fLOWUN s , z F� -' ---` -- _ - - -- - - -- - 0=- - - E:Y SEWER- QUA- LIWI:: BY ORCO \,, SEE NOTE BELOW * SEE NOTE BELOW C ICAL \i sa i ° r ez.a � � � -- _._ _ -� 1-' - - -- - - - _ -.. __ _ _ _ - - _ , , �Ri r.� _ ! _ ec _`_ _ - , ' `,. b ✓ MANHOLE SCR CRY APPROVED EQ. NEW AC PAVEMENT OVERLAY I !n 1 ._" _' l r0'.. �`i ., ,.. 2'OF3B ' GRAVEL �.,_G ;'? -- _��" � i9aa =1822 �•0 -=, - - -F� 1- �_ �; GA.F -;� -t i s ,, ..i- ,o"SIDRN r' � IE 1668P � -. - u= u�uw,. = 182.4 S , �p _� - - �r _ �r -- PROPOSED BIOFILTRAnONt�ASIN LANDSCAPE AREA (LID) 5 -,, 2 OF38 GRAVEL k m. 6 OF34 GRAVEL o nes a3. - -��ps �� RE FG177.5 0ovvvvvvvvvvv . / SfE�S I '. �-�y TD U�MIYIJJIYm ., G ' 32 5 �! `,� , -' ** SEE N07E BELOW DEiK MAS 1 WALL -- __ '� 90 SF (61 SF MIN) PERFORATED ;') 10' OF 314" GRAVEL �+ �'` A PVC SUBDRAIN ** SEE NOTE BELOW s' _ __- -- �t 'ti i _ _ _ = PERFORATEf - -'; �Q (PER ARCH PLANS) E (SEE PLAN FOR - - - -___ BW 182.3 ,B,W,.,1�82.�1 ,,;_c _- _ " = PVG DPoU�t - - - -- - a - - -- . - - 1F - NAL AC PAVING �. ,,� � INSTALL ADDRIO AS REQUIRED TO TRANSITION INVERT E1EV `a, s �- RY_ AWING - - / FLOWUNE TO THE SATISEACTION Er '( BW �5, '.- r f - _- , BW.. 179.0 ; INST ' FAQ OF THE CITY INSPECTOR BK)FILTRATION BASIN BI�LTRATM PLANTER // Au PER sDRSD c- , AIL„cRA' ltJ �� ALLEY 1` EXIS77N VERLAY OF SPLASH PACT & BW 177.5 PAVE1t510 L5L- PftLVAtBLi ; �a EW AC OVERLAY OF "ENGINEERED N LIMIT OF, AC GRIND &OVERLAY EXISTING AG ALLEY `; `�� 6' PCC CUT' FF MRSl11AIME0 PER 0ARA -� AC * BIORETENTION ENGINEERED SOIL LAYER SHALL BE MINIMUM 18 DEEP SANDY LOAM SOIL MIX WITH �, INSTALL 6" EX. EDGE OF4}T WAIL lV pp(p Ion- oetzlJY i� �i�) r ON NO MORE THAN 5% CLAY CONTENT.. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR � AC DIKE _• HARDWOORD MULCH, AND 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, INSTALL 6' AC BERM Q , AND ALSO FREE OF NOXIOUS WEEDS - �� APPROXIMATE LOCA710N� - -- 1V APPROXIMATE LOCATION OF G� - APPROXMATE LOCAT - -- -- IXISTING7)RIVEiYAY -- �- -- - - - - _ �' EXIST7NG 8' ACP WATER -MAIN ** 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 6" BUT MAY BE DEEPENED TO INCREASE THE _ LIMIT OF AC OVERLAY FL 179.7, T 1 PER W.O. 1968 -28 SHT 3" a5s _ - - Of EXISTING DRIVEWAY (El DRAINAGE FLOW FL 182.4 ICAL FL 176.9 �` INFILTRATION AND STORAGE ABILITY OF THE DETAIL FL 185.1 DIRECTIO T ) REMOVE &REPLACE � THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. 1 ? EXISTING 6' AC DIKE TYPICALLY, THE SURFACE AREA OF THE BIORETEN77ON BASIN IS 3% OF THE IMPERVIOUS AREA FL 185.6 FL 185.3 PER SDRSD G -5 DRAINING TO IT. ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 1" BELOW ADJACENT FINISHED SURFACE �7E' BMP DETAILS - �- CROiMt -- OJ 1 NTS �^ INSTALL DECORATIVE PERVIOUS PAVERS ~ GRAPHIC SCALE: 1" = 10' BY ORCO OR CITY APPROVED EQUIV 2" BEDDING PER PCG ORZ,J6wxy 'TO 10 5 0 10 20 30 JOINT FILLER 1)jvI_,T RjNOFF r"1K MANUFACTURER'S SPECS � -�'- (1/8" TO 318" ROCK) (118 " -318" ROCK) RW RW ;' y DRyJEwp`l Vo Lib f tAI1J'TCR \ \ \� ®®� PROJECT ALLEY (PUBLIC) SITE 4" - N0. 57 STONE DSTING EDGE - 20' °moo 01 € OPEN GRADED BASE OF PAVEMENT d°Q VARIES 12'1 VARIES - _ f - APN PROJECT Qo oo °O Do °O 6 MIN THICK - EXISTING PAVEMENT 3' - �/ 260- 293 -11 SITE SITE WALL SEE �v3/4" CRUSHED ROCK RETAINING WALL GRIND &OVERLAY EXISTING EDGE APPROXIMATE (� 'K°'' '1'1,318d•O OF PAVEMENT /- EXISTING GRADE Z�° \ I 12 "X12" BROOKS BOX ARCHITECTURE APPROXIMATE LINE 1212' BROOKS BOX RW ~ -SOIL SUBGRADE VARIES 1/ OF EXISTING G E IE OUT= 176.9 VARIES!, - %�((i n a I IE OUT =177.8 TG =179.5 PROJECT CAMBRIDGE AVE ! - - -I I I'- - -' SECTION C CHANNEL DETAIL TW VARIES 4 TG= 180.33 _ F5 =182.0 SITE PERVIOUS PAVER DETAIL I' i ° �' �'- ! ` - -_ ' _ � III_ -Ili Iii -iVI i!I ill -ill ! �= i INSTALL 6° tso.5 ro 162s Fs =16o.0 __ , ! B' I i -I I_: 1 i -I ! AC BERM - TW 180.5 �- APPROXIMAIE LINE L- { ( _ - _ 5 2' - I II - !I 1 NTS , , -iii - - -! i i -- i i ! - - -! � ! , : ! -- i � '! ! ! - - -� , ' 30NSTANT OF' EXISTING GRADE � � � ( � I -� , ! I , (i { ! C I� i ��C B MAX WALL FACE RW Z Z BIORLTRATION- -III II (II) DRIVEWAY - - (6 176.6 o EXISTING ALLEY TYPICAL SECTION BMP AREA ! ! I I- I 1 u I Fop ROW CENTERLINE -- I -1 176.4 AC PAVING PER DETAIL �� I - Q NTS j CW? THIS SHEET ,l - o INSTALL -- PER DETAIL 1 - 3" PVC ` - _BMP ARFA - m Q N g Z i i V t THIS SHEET ! PER ORATED OUTLET PIPE -6R/ND k OVERLAY = I,. - _ 8' 24' MIN �� SAWCl1T 2 12 O 4 AC OVER SUBDRAIN -_I WATERPROOF -r . _ i I UNE a - I = =i ( L . =1 ! _ - - I PER DETAIL _ I< 12' 12' f �MIN 6" CLASS It AB IE OUT= 177.8 LINING =1' ' - THIS SHEET _ EXISTING EDGE EXISTING CL STRIPING EXISTING EDGE 2 (MINIMUM) OF PAVEMENT OF PAVEMENT cD m N VARIES 5% 2% SECTION °AA BIOFILTRATION PLANTER SECTION AB" BIOFILTRATION BASIN = W VARIES VARIES tix o = z -- _ 0' HT FLUSH 6 - NTS NTS - r 7n T � OFESS/ 'X 16' PCC CURB i 1 I- (� ! � ! j I ,INSTALL. PERVIOUS PAVERS 1 I I X 16 PCC CURB � ! =' I ' � ! -� ; � ' I ! ( ) ,_�� { I EXISTING AC BY ORCO AQlbl BRIC OR - REMOVE EXISTING i -�,, j ' CITY APPROVED EQUN, ` i -! 'i „� -, i„ �I -i �i - -i PAVEMENT SECTION GRIND &OVERLAY AC PAVEMENT AS ,� II!,,, PLANNING AND BUILDING APPROVED DATE -' -� -� „1! ,,,Lt ,�I' ,��,,!�.i „.,i�f NECESSARY SCALE AS -BUILT CAMBRIDGE AVE TYPICAL SECTION GRIND AND OVERLAY DETAIL DRAWN ev. CHECKED BY SIGN DATE NTS NTS DRAWING NO. PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259,8212 1 ffa 858.259.4812 ( pleaengineering.c ®m QR 0 v z V U No. 736 M r Exp. 12/31 X18 z CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED er. DRAWN ev. CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. W M RC WGM A AS CLM 3 -2p-1 R DESCRIPTION: 2- 112" BRASS DISC ENC -48" LOCATION.' NW CORNER OF DI ON SANTA FE DR. 175' WEST OF I -5 0 NE RETURN RECORD FROM: R.O.S. 18416 ELEVATION: 173.376' DATUM: NAVD88 HORIZONTAL: 1 " =10' VERTICAL: 1 " =1' �� .1Z PLANS PREPARED UNDER SUPERVISION OF DATE: 1 -24 -17 l I �' R.C.E. NO.: 73620 W LLIAM G. MAC EXP.: 12 -31 -18 RECOMMENDED APPROVED , A4 1A �c!N ^^ •"`� �L9kt LAC ��"-�� MASIHMAHER EDWARD W. DEANEII ? [ 7 III L - 14-107 DATE DATE GRADING PLAN FOR 1820 CAMBRIDGE AVENUE JOHN &ERICADELORME APN: 260 - 293 -03 PLANNING CASE NO: 16 -020 CDP iJO82 'G LLAMG. DATE SHEET .1 OF 1 REVIEWER INSPECTOR ENIOR ENGINEER APN 260 - 293 -13 f ( APN 260- ! 183.3 - 293 -11 V1 Z Zi/ % G�- z+�CE A WO ,',,D -_ 2 j`.5 s -, 84 r 1 I 1'II3, a / APN; 260 - 293 -04 m oes 2 � �II4.1 FIRST FLOOR ' LTV - FF 183.5 REE ,s _ I `v _ - - -- i f tii f r N 0. SETBACK U (TYPICAL) 25' - - - / f _ RYSB I 184.J f - 'A5 D a s ax c . rs.. t, 1, _-' W N R R N 1 185.6 I G i85 .0 r WOODv t S.` i i + , r i `tit ' X86 a S8 rE F:F 85.5 , 11 5 NOTE: CONTRACTOR TO MODIFIY CONSRUCTION ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE d '? 4 -" / I Y S L_ 1_s --}- 1 � YI , tf Sf..:P �C - �- 1833 __... TREE jr GRAVEL 64GS PER DETAIL ON THIS SHEET PROPOSED ; RESIDENCE P ;IEP,G pp ias.3 � � �II4.1 FIRST FLOOR ' LTV - FF 183.5 PAD 182.83 /! STORMWATER POLLUTION CONTROL BMP NOTES �, G¢ RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH ` �c.a `• 75f <'�- , -,,� 1'i '. �, `: ` CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS CANS AND RECYCLING RECEPTACLES AROUND THE SITE. �.\ s {' _ � , aer c � �� PER 1 �' ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND VWE `. ;P'�� , y ; %DtiiNC ON THIS SH Ln THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED l., ,t ) . - l f - ] IS SHEET/ kT 4 j J ' ! C FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. CONSTRUCTION SITE ACCESS - A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR ALL CONSTRUCTION DEBRtS SHALL BE KEPT AWAY FROM THE STREET, VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND d . -' . . j '�• U> _ -vn THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. CORRUGATED STEEL PANELSIPLAIES. ONSTRUCTION ENTRANCi�ii" �; 7> I ° ' • ° a ' e �" DETAIL ON THIS SH CONSTRUCTION VEHICLES FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES d" A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, l CITY OF ENCINITAS AT (760) 633 -2770. �- - -UNIT Of 6NtAGE C - ° ` o b av ... ;el `" DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, II STEP IN FROM 171844 -S { , 6 +LI' AND ROUTINE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE il+ MADE CORRUGATED STEEL PANELS /PLATES. -YII_ 4ea ,rra .� 1 r tic i i aQ5 1 I d• 1" 4 I' ia, z / �y 1, a •i ° \ EROSION CONTROL ' � V `. li r 84,4 ,,cs, EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. v :, 7 , e"0 d a ,. , fj YI t"'iy rVS'.' X8.1.2 �d1 fA3.i: i. �. ..a' , .� � �' w , `� _j e ,IIj ,., h ; SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL SEDIMENT /EROSION CONTROL NOTES sl p d @ �r �1 p j `. + "' " vY • MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER V_4 O_ ,�° 4 , . I I + 'Z o \v MATRIX. 1. INSTALL STORM DRAIN INLET PROTECTION PER CALIFORNIA `•� �rkt COUR;IY " "Yq . �.� d° `i%' d��.: !. u i Imo_ I,s 6 v�n'�v - i- F/C �` '�tf �. ;s ¢ NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET STORMWATER QUALITY ASSOCIATION STORMWATER BEST 9 l - -g3 ° < 4-' MANAGEMENT PRACTICE HANDBOOK, NOV 2009 EDITION (CA < v v v 1 raet�n�' WEATHER. .-D,.6h �;es �`V BMP HANDBOOK) FACT SHEET SE -6 & SE -10, DI PROTECTION TYPE • • 4 =% I ? DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND 3 WITH GRAVEL BAGS; SEE DETAIL. z y / THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS 2. INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET SE -1 L L 3 INSTALL TEMPORARY 6' HiGH CHAIN LINK CONSTRUCTION FENCE T/ l ../ ,A J', % •6 i l %' / / �� a :" _c -_ I 184 ,s F GARAGE i o ` J J VI 7 183 1 r ON S M1 W 1Hl I , �i _r c 5.4 k _;ti LZZI ,. L�l PER: 9 u- - - - - -. 81 - r"o.e �. r. v _E'EN" _l 9 GE RIDGE _. uK tae -a G � NzCa - -r +86.4 � r:'E i5" � --- -- � \_ srEP eE + � o" � ` � i "' - / -- DECK IE4.8 -G I, 82_, 7H2 et: 2 s + C _ v co r yes \ C �;�� f 1e1.8 _ - - ,9 V IFE4 1 5.3 �� ij iSoa 1 ir5 )155'' t / , r ri;l r `G-- -�ct31 - a aa a a 4`ri I �.�L' - P me / rt -. N89 °3704" 133.3 ' -, RAI r2A[I ,/ i7 /.cw +iE �tfiL.�_ 77" ALLEY 7 rP ! U, DETAIL A: CONSTRUCTION ENTRANCE NOT TO SCALE 314- MIN COARSE AGGREGATE FILTER FABRIC 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A r / 1 T EROSION CONTROL LEGEND HATCHED AREA REPRESENTS CONSTRUCTION ENTRANCE PER DETAIL A GRAVEL BAGS PER DETAIL B 3 REQUIRED C)C)C) +MODATE SILT FENCE PER DETAIL C TED TRAFFIC RUNOFF TWO LAYERS OF GRAVEL GAP BETWEEN BAGS BAGS WITH ACTS AS SPILLWAY ENDS OVERLAPPED ORIGINAL GRADE A TWO LA OF GRA BAGS A ENDS OVERLA, DETAIL B: GRAVEL BAGS NOT TO SCALE r 78 9 r12 a z 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. i t- % lV Q , AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTRO MEASURES. WITH SCREENING 4. INSTALL STABILIZED CONSTRUCTION ENTRANCE PER CA BMP REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. HANDBOOK FACT SHEET TC -1 (ADJUST SIZE AS REQUIRED) LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID 5. CONTRACTOR TO INSTALL SOIL BINDER IN ACCORDANCE WITH UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT CASQA BMP EC -05 (OR CITY APPROVED EQUIVALENT) PRIOR TO REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE FORECASTED RAIN EVENT. \ = EROSION. r EROSION CONTROL TEMPORARY VEGETA77ON MUST BE PLANTED ON SLOPES OR WHERE x CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL 1. IN CASE EMERGENCY WORK U REQUIRED, CONTACT MICHAEL VAIRIN 1, A AT (949) 759 -4367. 24 HOURS A DAY. ! ,..d >+ 24 • �, PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 7e a . AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED \ PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVA77ON ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE l AND GRADING AC71VITIES ARE COMPLETE. RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED ' ON -SITE CONSTRUCTION MATERIAL STORAGE WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. / 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER �G PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE AFTER EACH RUN -OFF PRODUCING RAINFALL. PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR 5. THE CONTRACTOR SHALL INSTALL AD0177ONAL EROSION CONTROL _ SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO l 37 AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. A ELIMINATE OR REDUCE POLLUTION OF STORMWA7ER FROM STOCKPILES 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO G� ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. ~ 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. E TRAINING CONTRACTOR5' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF EP PC- ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP ' N07ES 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 2. STAPLE WIRE FENCING TO WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE POSTS. 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. DUMPS7ER 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. 4 IN (10 CM) MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS INTO THE TRENCH. 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) 7114 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS (III I FILTER FABRIC �'� /�I CALL EDCO AT (760) 436 -4151. DESILTING BASIN NOTE BIORETENTION BASINS SHAL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASIN COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL APPROVAL WIRE - DETAIL C: SILT FENCE NOT TO SCALE PLANNING AND BUILDING SIG DATE GRAPHIC SCALE: 1" = 10' PASCO LARET STATER CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway &DL, Ste A, Solana Beach, CA 82075 PS 858.258x8212 1 fx 858,259,4812 E Iplaaengineering.com No. 73620 Exp. 12/31/18 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY. DRAWN BY CHECKED BY. ENGINEERING DI VISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. WGM RC WGM L L -20 DESCRIPTION: 2 -112" BRASS DISC "ENC-48" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVE GRADING PLAN FOR: LOCATION: NW CORNER OF DI ON SANTA FE ED- 1$20 CAMBRIDGE AVENUE HORIZONTAL: 1 " =10' 1 DATE: 1 -24 -17 /± DR. 175' WEST OF 1 -5 (� NE RETURN A/ /Yl •/III JOHN & ERICA DELORME 13082 'G RECORD FROM: R.O.S. 18416 WILLIAM G. MACK DATE /� R.C.E. NO. 73620 MASIHMAHER }, EDWARD W. E EII ELEVATION: 173.376' VERTICAL: 1 "= T , ,ry APN. 260- 293 -03 DATUM. NAVD88 WILLIAM G. MACK Z/ Z �T /? REVIEWER INSPECTOR ENIOR ENGINEER EXP.: 12 -31 -18 DATE DATE PLANNING CASE NO: 16 -020 CDP SHEET 3 OF 3 g Q m �¢ N QIw- n� Cr CO o U Cy CO o =z� Cf) VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND d . -' . . j '�• U> _ -vn THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. CORRUGATED STEEL PANELSIPLAIES. ONSTRUCTION ENTRANCi�ii" �; 7> I ° ' • ° a ' e �" DETAIL ON THIS SH CONSTRUCTION VEHICLES FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES d" A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, l CITY OF ENCINITAS AT (760) 633 -2770. �- - -UNIT Of 6NtAGE C - ° ` o b av ... ;el `" DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, II STEP IN FROM 171844 -S { , 6 +LI' AND ROUTINE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE il+ MADE CORRUGATED STEEL PANELS /PLATES. -YII_ 4ea ,rra .� 1 r tic i i aQ5 1 I d• 1" 4 I' ia, z / �y 1, a •i ° \ EROSION CONTROL ' � V `. li r 84,4 ,,cs, EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. v :, 7 , e"0 d a ,. , fj YI t"'iy rVS'.' X8.1.2 �d1 fA3.i: i. �. ..a' , .� � �' w , `� _j e ,IIj ,., h ; SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL SEDIMENT /EROSION CONTROL NOTES sl p d @ �r �1 p j `. + "' " vY • MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER V_4 O_ ,�° 4 , . I I + 'Z o \v MATRIX. 1. INSTALL STORM DRAIN INLET PROTECTION PER CALIFORNIA `•� �rkt COUR;IY " "Yq . �.� d° `i%' d��.: !. u i Imo_ I,s 6 v�n'�v - i- F/C �` '�tf �. ;s ¢ NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET STORMWATER QUALITY ASSOCIATION STORMWATER BEST 9 l - -g3 ° < 4-' MANAGEMENT PRACTICE HANDBOOK, NOV 2009 EDITION (CA < v v v 1 raet�n�' WEATHER. .-D,.6h �;es �`V BMP HANDBOOK) FACT SHEET SE -6 & SE -10, DI PROTECTION TYPE • • 4 =% I ? DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND 3 WITH GRAVEL BAGS; SEE DETAIL. z y / THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS 2. INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET SE -1 L L 3 INSTALL TEMPORARY 6' HiGH CHAIN LINK CONSTRUCTION FENCE T/ l ../ ,A J', % •6 i l %' / / �� a :" _c -_ I 184 ,s F GARAGE i o ` J J VI 7 183 1 r ON S M1 W 1Hl I , �i _r c 5.4 k _;ti LZZI ,. L�l PER: 9 u- - - - - -. 81 - r"o.e �. r. v _E'EN" _l 9 GE RIDGE _. uK tae -a G � NzCa - -r +86.4 � r:'E i5" � --- -- � \_ srEP eE + � o" � ` � i "' - / -- DECK IE4.8 -G I, 82_, 7H2 et: 2 s + C _ v co r yes \ C �;�� f 1e1.8 _ - - ,9 V IFE4 1 5.3 �� ij iSoa 1 ir5 )155'' t / , r ri;l r `G-- -�ct31 - a aa a a 4`ri I �.�L' - P me / rt -. N89 °3704" 133.3 ' -, RAI r2A[I ,/ i7 /.cw +iE �tfiL.�_ 77" ALLEY 7 rP ! U, DETAIL A: CONSTRUCTION ENTRANCE NOT TO SCALE 314- MIN COARSE AGGREGATE FILTER FABRIC 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A r / 1 T EROSION CONTROL LEGEND HATCHED AREA REPRESENTS CONSTRUCTION ENTRANCE PER DETAIL A GRAVEL BAGS PER DETAIL B 3 REQUIRED C)C)C) +MODATE SILT FENCE PER DETAIL C TED TRAFFIC RUNOFF TWO LAYERS OF GRAVEL GAP BETWEEN BAGS BAGS WITH ACTS AS SPILLWAY ENDS OVERLAPPED ORIGINAL GRADE A TWO LA OF GRA BAGS A ENDS OVERLA, DETAIL B: GRAVEL BAGS NOT TO SCALE r 78 9 r12 a z 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. i t- % lV Q , AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTRO MEASURES. WITH SCREENING 4. INSTALL STABILIZED CONSTRUCTION ENTRANCE PER CA BMP REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. HANDBOOK FACT SHEET TC -1 (ADJUST SIZE AS REQUIRED) LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID 5. CONTRACTOR TO INSTALL SOIL BINDER IN ACCORDANCE WITH UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT CASQA BMP EC -05 (OR CITY APPROVED EQUIVALENT) PRIOR TO REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE FORECASTED RAIN EVENT. \ = EROSION. r EROSION CONTROL TEMPORARY VEGETA77ON MUST BE PLANTED ON SLOPES OR WHERE x CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL 1. IN CASE EMERGENCY WORK U REQUIRED, CONTACT MICHAEL VAIRIN 1, A AT (949) 759 -4367. 24 HOURS A DAY. ! ,..d >+ 24 • �, PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 7e a . AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED \ PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVA77ON ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE l AND GRADING AC71VITIES ARE COMPLETE. RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED ' ON -SITE CONSTRUCTION MATERIAL STORAGE WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. / 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER �G PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE AFTER EACH RUN -OFF PRODUCING RAINFALL. PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR 5. THE CONTRACTOR SHALL INSTALL AD0177ONAL EROSION CONTROL _ SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO l 37 AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. A ELIMINATE OR REDUCE POLLUTION OF STORMWA7ER FROM STOCKPILES 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO G� ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. ~ 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. E TRAINING CONTRACTOR5' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF EP PC- ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP ' N07ES 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 2. STAPLE WIRE FENCING TO WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE POSTS. 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. DUMPS7ER 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. 4 IN (10 CM) MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS INTO THE TRENCH. 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) 7114 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS (III I FILTER FABRIC �'� /�I CALL EDCO AT (760) 436 -4151. DESILTING BASIN NOTE BIORETENTION BASINS SHAL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASIN COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL APPROVAL WIRE - DETAIL C: SILT FENCE NOT TO SCALE PLANNING AND BUILDING SIG DATE GRAPHIC SCALE: 1" = 10' PASCO LARET STATER CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway &DL, Ste A, Solana Beach, CA 82075 PS 858.258x8212 1 fx 858,259,4812 E Iplaaengineering.com No. 73620 Exp. 12/31/18 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY. DRAWN BY CHECKED BY. ENGINEERING DI VISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. WGM RC WGM L L -20 DESCRIPTION: 2 -112" BRASS DISC "ENC-48" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVE GRADING PLAN FOR: LOCATION: NW CORNER OF DI ON SANTA FE ED- 1$20 CAMBRIDGE AVENUE HORIZONTAL: 1 " =10' 1 DATE: 1 -24 -17 /± DR. 175' WEST OF 1 -5 (� NE RETURN A/ /Yl •/III JOHN & ERICA DELORME 13082 'G RECORD FROM: R.O.S. 18416 WILLIAM G. MACK DATE /� R.C.E. NO. 73620 MASIHMAHER }, EDWARD W. E EII ELEVATION: 173.376' VERTICAL: 1 "= T , ,ry APN. 260- 293 -03 DATUM. NAVD88 WILLIAM G. MACK Z/ Z �T /? REVIEWER INSPECTOR ENIOR ENGINEER EXP.: 12 -31 -18 DATE DATE PLANNING CASE NO: 16 -020 CDP SHEET 3 OF 3 g Q m �¢ N QIw- n� Cr CO o U Cy CO o =z� Cf) r ON S M1 W 1Hl I , �i _r c 5.4 k _;ti LZZI ,. L�l PER: 9 u- - - - - -. 81 - r"o.e �. r. v _E'EN" _l 9 GE RIDGE _. uK tae -a G � NzCa - -r +86.4 � r:'E i5" � --- -- � \_ srEP eE + � o" � ` � i "' - / -- DECK IE4.8 -G I, 82_, 7H2 et: 2 s + C _ v co r yes \ C �;�� f 1e1.8 _ - - ,9 V IFE4 1 5.3 �� ij iSoa 1 ir5 )155'' t / , r ri;l r `G-- -�ct31 - a aa a a 4`ri I �.�L' - P me / rt -. N89 °3704" 133.3 ' -, RAI r2A[I ,/ i7 /.cw +iE �tfiL.�_ 77" ALLEY 7 rP ! U, DETAIL A: CONSTRUCTION ENTRANCE NOT TO SCALE 314- MIN COARSE AGGREGATE FILTER FABRIC 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A r / 1 T EROSION CONTROL LEGEND HATCHED AREA REPRESENTS CONSTRUCTION ENTRANCE PER DETAIL A GRAVEL BAGS PER DETAIL B 3 REQUIRED C)C)C) +MODATE SILT FENCE PER DETAIL C TED TRAFFIC RUNOFF TWO LAYERS OF GRAVEL GAP BETWEEN BAGS BAGS WITH ACTS AS SPILLWAY ENDS OVERLAPPED ORIGINAL GRADE A TWO LA OF GRA BAGS A ENDS OVERLA, DETAIL B: GRAVEL BAGS NOT TO SCALE r 78 9 r12 a z 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. i t- % lV Q , AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTRO MEASURES. WITH SCREENING 4. INSTALL STABILIZED CONSTRUCTION ENTRANCE PER CA BMP REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. HANDBOOK FACT SHEET TC -1 (ADJUST SIZE AS REQUIRED) LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID 5. CONTRACTOR TO INSTALL SOIL BINDER IN ACCORDANCE WITH UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT CASQA BMP EC -05 (OR CITY APPROVED EQUIVALENT) PRIOR TO REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE FORECASTED RAIN EVENT. \ = EROSION. r EROSION CONTROL TEMPORARY VEGETA77ON MUST BE PLANTED ON SLOPES OR WHERE x CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL 1. IN CASE EMERGENCY WORK U REQUIRED, CONTACT MICHAEL VAIRIN 1, A AT (949) 759 -4367. 24 HOURS A DAY. ! ,..d >+ 24 • �, PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 7e a . AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED \ PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVA77ON ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE l AND GRADING AC71VITIES ARE COMPLETE. RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED ' ON -SITE CONSTRUCTION MATERIAL STORAGE WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. / 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER �G PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE AFTER EACH RUN -OFF PRODUCING RAINFALL. PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR 5. THE CONTRACTOR SHALL INSTALL AD0177ONAL EROSION CONTROL _ SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO l 37 AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. A ELIMINATE OR REDUCE POLLUTION OF STORMWA7ER FROM STOCKPILES 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO G� ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. ~ 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. E TRAINING CONTRACTOR5' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF EP PC- ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP ' N07ES 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 2. STAPLE WIRE FENCING TO WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE POSTS. 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. DUMPS7ER 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. 4 IN (10 CM) MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS INTO THE TRENCH. 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) 7114 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS (III I FILTER FABRIC �'� /�I CALL EDCO AT (760) 436 -4151. DESILTING BASIN NOTE BIORETENTION BASINS SHAL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASIN COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL APPROVAL WIRE - DETAIL C: SILT FENCE NOT TO SCALE PLANNING AND BUILDING SIG DATE GRAPHIC SCALE: 1" = 10' PASCO LARET STATER CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway &DL, Ste A, Solana Beach, CA 82075 PS 858.258x8212 1 fx 858,259,4812 E Iplaaengineering.com No. 73620 Exp. 12/31/18 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY. DRAWN BY CHECKED BY. ENGINEERING DI VISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. WGM RC WGM L L -20 DESCRIPTION: 2 -112" BRASS DISC "ENC-48" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVE GRADING PLAN FOR: LOCATION: NW CORNER OF DI ON SANTA FE ED- 1$20 CAMBRIDGE AVENUE HORIZONTAL: 1 " =10' 1 DATE: 1 -24 -17 /± DR. 175' WEST OF 1 -5 (� NE RETURN A/ /Yl •/III JOHN & ERICA DELORME 13082 'G RECORD FROM: R.O.S. 18416 WILLIAM G. MACK DATE /� R.C.E. NO. 73620 MASIHMAHER }, EDWARD W. E EII ELEVATION: 173.376' VERTICAL: 1 "= T , ,ry APN. 260- 293 -03 DATUM. NAVD88 WILLIAM G. MACK Z/ Z �T /? REVIEWER INSPECTOR ENIOR ENGINEER EXP.: 12 -31 -18 DATE DATE PLANNING CASE NO: 16 -020 CDP SHEET 3 OF 3 g Q m �¢ N QIw- n� Cr CO o U Cy CO o =z� Cf) 2. STAPLE WIRE FENCING TO WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE POSTS. 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. DUMPS7ER 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. 4 IN (10 CM) MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS INTO THE TRENCH. 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) 7114 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS (III I FILTER FABRIC �'� /�I CALL EDCO AT (760) 436 -4151. DESILTING BASIN NOTE BIORETENTION BASINS SHAL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASIN COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL APPROVAL WIRE - DETAIL C: SILT FENCE NOT TO SCALE PLANNING AND BUILDING SIG DATE GRAPHIC SCALE: 1" = 10' PASCO LARET STATER CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway &DL, Ste A, Solana Beach, CA 82075 PS 858.258x8212 1 fx 858,259,4812 E Iplaaengineering.com No. 73620 Exp. 12/31/18 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY. DRAWN BY CHECKED BY. ENGINEERING DI VISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. WGM RC WGM L L -20 DESCRIPTION: 2 -112" BRASS DISC "ENC-48" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVE GRADING PLAN FOR: LOCATION: NW CORNER OF DI ON SANTA FE ED- 1$20 CAMBRIDGE AVENUE HORIZONTAL: 1 " =10' 1 DATE: 1 -24 -17 /± DR. 175' WEST OF 1 -5 (� NE RETURN A/ /Yl •/III JOHN & ERICA DELORME 13082 'G RECORD FROM: R.O.S. 18416 WILLIAM G. MACK DATE /� R.C.E. NO. 73620 MASIHMAHER }, EDWARD W. E EII ELEVATION: 173.376' VERTICAL: 1 "= T , ,ry APN. 260- 293 -03 DATUM. NAVD88 WILLIAM G. MACK Z/ Z �T /? REVIEWER INSPECTOR ENIOR ENGINEER EXP.: 12 -31 -18 DATE DATE PLANNING CASE NO: 16 -020 CDP SHEET 3 OF 3 g Q m �¢ N QIw- n� Cr CO o U Cy CO o =z� Cf) g Q m �¢ N QIw- n� Cr CO o U Cy CO o =z� Cf)