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2018-14124-G (Plans)RIGHT OF WAY NOTE EROSION CONTROL NOTIFICATIONS WORK TO BE DONE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DOUG WINTER AT 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF JDWINTER@OUTLOOK.COM, 24 HOURS A DAY. PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS STANDARD DRAWINGS: 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES DRAINAGE NOTE TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS LOCATED AT THE WORK SITE, IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING STANDARD SPECIFICATIONS NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: (2018 EDITION). CONVEYED TO AN APPROVED DRAINAGE FACILITY. IMMINENT. A. SEWERS -- LWD - (760)- 753 -0155 UTILITY NOTE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC OF THE ENGINEERING INSPECTOR. C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 -227 -2600 CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, (1996 ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. D. TELEPHONE - SBC BELL - (760)- 489 -3411 EDITION). GENERAL NOTES 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 OF CALIFORNIA STANDARD THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 3. STATE SPECIFICATIONS- DECEMBER 2015. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO STANDARD DRAWINGS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS- DECEMBER 2015. CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. ANY REQUEST FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO WILL BE SUBJECT TO REJECTION AND REMOVAL. DESCRIPTION STD DWG SYMBOL 2. THE SOILS REPORT TITLED LIMITED GEOTEC}iN1GAL INVESTIGATION PROPOSED SINGLE -FAMII Y PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY RESIDENCE AND ACCESSORY DWELLING UNIT PREPARED BY EAST COUNTY SOIL CONSULTATION UNSAFE. AND FNGINFFRNJG INC. DATED 06 -29 -2018, PROJECT# 18- 1147132, AND BIO BASIN /GRADING EXIST. LOT BOUNDARY ....... ............................... ... - - PLAN REVIEW LETTER DATE 01 -21 -19 AND INFILTRATION TESTING REPORT PREPARED BY 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE SOILS ENGINEER'S CERTIFICATE EXIST. EDGE OF PAVEMENT. . - . 1// / GEOTECHNICAL EXPLORATION, INC., DATED 10- 01 -18, PROJECT# 18- 12017, SHALL BE INCORPORATED HEREON. I, MAMADOU S. DIALLO A REGISTERED CIVIL GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, EXIST. CONTOURS. --- 150�� --- CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A ............... ............................... ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR PROP. CONTOURS......- ........ ............................... SLOPE AT THE CONCLUSION OF EACH WORK DAY. UNDER MY DIRECTION ON JUNE 29. 2018. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY PROP. BUILDING ................... .........- ......... ....... ... OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED PROP. PERVIOUS PAVER DRIVEWAY . .......................... 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. IN THE GRADING PLANS AND SPECIFICATIONS. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES; % SIGNED: wQ n� �`M�G 3��rb /�� PROP. CONCRETE. ............... ...............__.............. -� -T -� PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS GE NO.: 2704 4" DRAIN PIPE ..................... ............................... SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE 6" AREA DRAIN ......... ........ ............................... 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE EXP. DATE: 12 -31 -19 QROFESS ONA DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED PUBLIC STORM DRAIN SYSTEM. S. < 4" PVC OVERFLOW DRAIN LINE ...,... : :. : "..'..- ............. CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. JOB #: 18- 114782 �`` D/� �� "S > "S ", "S �o PROP. SEWER LATERAL .... -17', -25 -,'52" .... 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL z 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. COMPANY: EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. No. GE 27oa A PROP. 4" SEWER LATERAL ..... ............................... . S SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND "I" FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES ADDRESS: 10925 HARTLEY ROAD. SUITE < P SANTEE, CA 92071 sr 0). P 5'x5 NO. 2 BACKING ...............TYPE 1..D- 40............ 7. GRADING AND EQUIPMENT OPERATING WITHIN ONE (1 /2) MILE OF A STRUCTURE FOR AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO PHONE: (619) 258 -7901 qrF of cm- F DEPRESSED RIP -RAP DISSIPATER HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BIORETENTION BASIN ......................... CE22D 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. STATEMENT OF ENGINEER OF WORK 8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE- CONSTRUCTION MEETING HAS BEEN 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP BMP. / COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE OWNER 633 -2770. HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY DOUG WINTER & AMY FLICKER y� DISCHARGE IT TO AN ADEQUATE IMP /BMP. PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC 388 HILLCREST DRIVE LA COSTA AVE. 9. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS, CA 92024 'o SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBM''IT TO AND RECEIVE APPROVAL FROM 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALTERED WITHOUT A PERMIT FROM THE CITY. THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF SITE ADDRESS: < ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE 305 HILLCREST DRIVE HAULING OPERATION. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY CITY OF ENCINITAS ANPI ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR ENCINITAS, CA 92024 n REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE BODILY INJURY ARISIN SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE Z y APN: 10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL OBTAINED. ENGINEER AND HIS /HER; AGENT OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH 216- 082 -27 << GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" AGENCY AND EMPLOYMENT AN RISING OUT OF THE WORK PERFORMED BY THE ENGINEER. LEGAL DESCRIPTION: SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 14124 -G HAS BEEN 8, ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER THE EASTERLY 225.56 FEET OF LOT 30 OF AVOCADO ACRES O 5 NO. 3, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY SIGNATURE: DATE: THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT DO LAS E. LOGAN STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. OPERATION. IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT /0 2063, FILED IN THE OFFICE OF THE COUNTY RECORDER OF R SITE ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH y?,OFESS COMPANY: RANCHO COASTAL ENGINEERING & SURVEYING INC. S E q< <� Fy SAN DIEGO COUNTY, OCTOBER 3, 1927, EXCEPTING THEREFROM S� 0 11. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ADDRESS: 310 VIA VERA CRUZ. #205 h�� JGP THE NORTHERLY 96.50 FEET OF THE WESTERLY 90.00 FEET OF CRO HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF PHONE NUMBER: 760- 510 -3152 o° vy z SAID EASTERLY 225.56 FEET OF SAID LOT 30. OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED RCE EXPIRES: 12/31/2019 w C 39726 m OWNERS CERTIFICATE AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON OIL /GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT EARTHWORK sT CIvI� P G WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE 9rF �� OF I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR r EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. REQUIRED FOR THIS STRUCTURE. STEEPEST EXISTING NATURAL SLOPE ON -SITE = 4 H: 1 V: CAQF GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL SAN DIEGUITO WATER DISTRICT NOTES: MAXIMUM VERTICAL DEPTH OF CUT = 3 -FT. GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF Z 12. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE MAXIMUM VERTICAL DEPTH OF FILL = 1 -FT. THE SITE. 7z DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISRED'WORK ON THE SITE AND SHALL TAKE 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO CUT = 1,100 C.Y. FILL = 100 C.Y. I (WE) HEREBY AGREE TO IDENTIFY, DEFEND, AND HOLD CITY AND REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. COMMITTEE (WASC). EXPORT = 1,000 C.Y. AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF REMEDIAL = 1.500 C.Y. ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF 13. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN 2• REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR � DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE • NOTE: EARTHWORK QUANTITIES ARE THEORETICAL ONLY AND DO NOT OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE LIMITS OF THIS PROJECT. INCLUDE SPOILS, SHRINKAGE, OR SWELLING. OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR FIRM GROUND. THE SHALL BE DEPTH 12 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE IMPERVIOUS AREA CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR N MINIMUM PERCENTIFIITDSHOALL PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR TO INDIRECTLY TO THE PER, OR APPROVED PLANS WITHIN THE PRIVATE VICINITY MAP CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN PROPERTY OR IC ASEMENTS. STRICT ACCORDANCE WITH SPECIFICATIONS. PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 9.657 SOFT T.B. PG. 1147 -B2 SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER IMPERVIOUS AREA AFTER CONSTRUCTION: 8,747 SQFT s 14. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. IMPERVIOUS AREA REPLACED: ,0' SOFT INCREASE IN IMPERVIOUS AREA: 0 SOFT SIGNATURE: - -- DATE: al. Y-D/11 SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS D G & /OR AM - LICK ER SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ;INTER LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) TOTAL AREA OF LAND DISTURBANCE EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET LEUCADIA WASTEWATER DISTRICT LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES 28,750 S.F. / 0.66 ACRES BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS PUBLIC SEINER SYSTEM APPROVAL 15. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE. MATERIAL SHALL BE COLLECTED, AT THE OWNER'S EXPENSE. SHEET INDEX RANCHO COASTAL APPROVED BY: LWD DIST. ENGR BMP PROJECTS STATUS 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 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. SHEET 1 COVER SHEET ENGINEERING SURVEYING UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SHEET 2 GRADING PLAN lX li�NG SINGLE SOURCE llEVELOYMENT CONSULTANT �y �y C 33692 ZACt%R SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 6• HORIZONTAL OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND D S. ILSON PE RCE DATE STANDARD SAN DIEGO AND ELECTRIC VAULTS. SHEET 3 SEWER LATERAL PLAN 310 VIA VERA CRUZ, #205 16. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN SHEET 4 EROSION CONTROL PLAN & NOTES SAN MARCOS, CA. 92078 DEXTER WILSON ENGINEERING 6/30/20 FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER (760) 510 -3152 Ph / (760) 510 -3153 Fax CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE FIRM EXP. DATE BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED SERVING. PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED MATERIALS TO BE NO -LEAD BRASS PARTS. -' UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. ( (� I 3'I`1��9 , ? -/l, /? 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE SIG DATE SIGN DATE SIG DATE DATE GIN DATE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DES FLED B BY: CHECOEO BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. N0. BMW DESCRIPTION: 2.5' BRASS DISC POINT ID NO. 1004, DESIGNATED AS ENC -04. INT. DATE D UNDER SUPERVISION RECO M ND APPROVED: GRADING & DRAINAGE PLAN FOR: LOCATION: BRASS DISC SET IN DRAINAGE BOX INLET AT THE NORTHEAST CORNER OF THE CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE PUBLIC WORKS &SPREPA DATE: Iff 305 HILLCREST DR. ENCINITAS, CA 92024 14124 -G DOUGLAS E. LOGAN DATE WEST SIDE OF RAINTREE DRIVE IN THE CITY OF ENCINITAS, CA. PLANNING R.C.E. N0. 39726 STE OWAK EDW RD J. MER APN: 216- 082 -63 R067 CITY OF ENCINITAS SURVEY CONT�ROD8 NETWORK REVIEWER ENGINEER -7 J I LI t CASE N0. 18 -003 CDP ELEVATION: D• CITY ENGINEER DATE INSPECTOR DOUGLAS E. LOGAN EXP. 12 -31 -19 DATE DATE! SHEET 1 OF 4 R:\Projects\7702 - Flicker \7702- GP01.dwg 3/4/2019 2:33 PM ZVI r G LJ D O nv cn W Li�U L ,J t n 0� DCN Lj n r LJ iJ L4 u CHANGE NO. 000m PROP. SEWER LINE, SEE SHEET 3 GAS W S 13114 LIMITS OF GRADING (TYP.) z _ [n 41 C17 155.70 i 15 1415 10 1111 15J 4 .I 2 5 IE 14 R J = 11 .67' � 7 TG N 75 °00'27" E 90.00' 7SS I 7S¢ ?0 r_ /S0, z cn 0 M D (h 6 g 5 1W, 5 O 1 I � s( b II I I EXISTING RAIL ROAD TIE WALL TO REMAIN D III 1 II I III TW =156.5 I °ll BW=155.0 ROADSIDE, I LE W /r INSTALL TWO 1 -INCH) WATER METERS PER WAS WS -01 & WC -17. EXACT LOCATION TO BE DETERMINED IN FIELD. DESCRIPTION APPROVED \�S 0 j -�TW =153.0 BW =153.0 � I TW -155.0 j BW =153.0 MAIN RESIDENC \ PAD = 155.801 (° I FF =156.5 ,5 V /l N 75'00'27" E 135.56' 1 ACCESORY UNIT / oPAD= 155.80 FF =156.5 ' ROOF RIDGE 7SS )p ROOF SLOPE 6 7Sr , T (TYP.) & /F Op l DOWNSPOUT(TYP.) S S J TOP OF BERM i I � I i 154.39 IE 55.7/0 TG v� 54.50 I E 55.7 TGE R I 53.97 I I _I I 55.70 154.1 l �' -LIMIT OF GRADING (TYP.) I I 5.70 TG N Ln 14.24 IEI I 11 12 I I -N 74 °55'57" E 225.56)- % 50 16 \ 14 10 „ DRAINAGE OU NO. 2E RI 18" ENGINE SOIL *SEE B 4" OVERFLOW STORM DR C( 3/8 NOTE: COVENANT HOLDING CITY HARMLESS FOR DRAINAGE P DOC. NOX)II- 00085. 9 RECD. 3 - Inc - tel 512 SQ -FT RETENTION AREA SHALL BE 1n' Tn of 'ERMEABLE LINER SST SIDE ONLY) 3/4" CRUSHED ROCK SEE NOTE BELOW 5UAKIF Y HKIUK I U PLACEMENT OF ROCK B10 BASIN DETAIL AND DRYWELL NOT TO SCALE BIO BASIN DETAIL NOTES: *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN EXISTING VALVE CAP 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. EXISTING 3/4" W.M. FOR * *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 10' BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION 305 HILLCREST DRIVE, AND STORAGE ABILITY OF THE DETAIL. S.D.W.D. TO ABANDON EXISTING WATER SERVICE & METER ING = --F\ EXISTING 5/8" W.M. FOR FOIR 299 HILLCREST DR. 8 9 APPROXIMATE LOCATION 305 HILLCREST DR. OF EXISTING 2" PVC S.D.W.D. TO ABANDON WATERLINE EASEMENT LEGEND DIRECT DRAINAGE AS EXISTING WATER NECESSARY TO EXISTING SERVICE & METER THE FOLLOWING EASEMENT NUMBERS REFERENCE THE ITEMS FOUND ROADSIDE SWALE IN THE EXCEPTIONS OF THE "TICOR TITLE" TITLE REPORT ORDER RCP PERMEABLE NO. 00489901- 995 -CC1 DATED JULY 31, 2017. PAVER JOINT FILL - ACCESS AND UTILITY EASEMENT DESCRIBED IN PARCEL Al OF SAID 1/8" TO 1/4" (NO. 4) RCP HYDROLOGIC REPORT. AGGREGATE IN VOIDS PERVIOUS PAVERS X16" PCC W FLLUSH CURB 8❑ ACCESS EASEMENT PER DEED RECORDED MARCH 31, 1926 IN BOOK BEDDING COURSE - / MIN. 5 / 16" VOID ORIDCURBNED I 1195, PAGE 149 OF DEEDS. THICK OF 1/8 TO 3/8 8" I (NO. 8) AGGREGATE EASEMENT FOR STREET PURPOSES AS SHOWN ON AVOCADO ACRES CHOKER COURSE - 4 "� =2 \ NO. 3, ACCORDING TO MAP THEREOF NO. 2063. \� \y, \may/. THICK OF 3/8 TO 1/2 4 / / " �` ° \ 10 EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED (NO. 57) CRUSHED ROCK - a \ \i\ \/ \/� TO SDG &E PER DEED RECORDED JUNE 18, 1928 IN BOOK 1498, PAGE 31 OF DEEDS. MIN. 6" THICK OF 3/4" / o / o / / \/� 13 EASEMENT FOR INGRESS, EGRESS AND UTILITY PURPOSES PER CRUSHED ROCK DEED RECORDED APRIL 4, 2005 AS DOC. NO. 2005 - 268997 OF OFFICIAL RECORDS. SOIL SUBGRADE EASEMENT FOR INGRESS, EGRESS AND UTILITY PURPOSES PER NOTES: DEED RECORDED APRIL 4, 2005 AS DOC. NO. 2005 - 268997 OF -ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) OFFICIAL RECORDS. -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED 16 EMERGENCY ACCESS EASEMENT GRANTED TO THE CITY OF - -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE ENCINITAS PER DEED RECORDED OCTOBER 25, 2007 AS DOC. -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED NO. 2007 - 679698 OF OFFICIAL RECORDS. - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE READ 18 PUBLIC UTILITY EASEMENT GRANTED TO SDG &E PER DEED RED. PERVIOUS PAVER DETAIL RECORDED JUNE 20, 2016 AS DOC. N0. 2016- 287436. NOT TO SCALE (EXACT LOCATION NOT DISCLOSED OF RECORD) DATE BENCHMARK AS -BUILT APPROVALS DESIGNED Y DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPI DEL BMW DEL DESCRIPTION: 2.5" BRASS DISC POINT ID NO. 1004, DESIGNATED AS ENC -04. INT. DATE L S PREPA 'D UNDER SUPERVISION OF RECOM ND APPRO LOCATION: BRASS DISC SET IN DRAINAGE BOX INLET AT THE NORTHEAST PUBLIC WORKS /?'�('%�A! CORNER OF THE CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE DATE: WEST SIDE OF RAINTREE DRIVE E. LOGAN DATE E IN THE CITY OF ENCINITAS, CA. PLANNING R.C.E. N0. 39726 STEVE AK EDWA�2D J. ,WIC RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK REVIEWER ENGIN R - to . Ir S 1i ELEVATION: 67.64' DATUM: NAVD8B CITY ENGINEER DOUGLAS E. LOGAN EXP. 12 -31 -19 DATE DATE WORK TO BE DONE O EXISTING DRIVEWAY TO REMAIN O PROPOSED PERVIOUS PAVER DRIVEWAY PER DETAIL THIS SHEET. O PERVIOUS PAVER PATIO PER DETAIL THIS SHEET. O PLANTER AREA ONON- RETAINING ARCHITECTURAL SITE WALLL /FENCE PER ARCHITECTURAL DETAILS SMALL WALL /RAILING PER ARCHITECTURA`LPLANS. O7 6" SQ. AREA DRAIN. O 4" PVC /ABS DRAIN PIPE @ 0.5% (MIN.) O 5'x5' TYPE 1, NO. 2 BACKING DEPRESSED RIP -RAP DISSIPATOR PER D -40. 10 BIO BASIN PER DETAIL THIS SHEET AREA =512 S.F. 11 12" GRATED OVERFLOW BOX. 12 4" PVC OVERFLOW DRAIN LINE @ 1.0% MIN. WITH CLEAN OUTS AS SHOWN, CLOSED SYSTEM. 13 CONNECT 4" OVERFLOW DRAIN TO 12" SQ. BROOKS BOX OR EQUAL W/ TRAFFIC GRATE ON TOP. INSTALL SEVERAL 1/4" HOLES IN THE BOTTOM FOR RESIDUAL DRAINAGE. 14 INSTALL 6 "x16" PCC FLUSH CURB @ ALL PAVER EDGES. WEEP .SCREED NOTE • BOTTOM OF WEEP SCREED TO BE A MINIMUM OF 8" ABOVE FINISHED LANDSCAPE AREAS & 2" ABOVE HARDSCAPE AREAS. THIS NOTE TO SUPERCEDE ELEVATIONS SHOWN ON PLANS SHOULD THERE BE ANY CONFLICT. • FINISHED PAD ELEVATIONS GRADIIN NOTE AROUND PERIMITER OF THE BUILDING FOOTPRINT SHALL SLOPE AWAY AT 2.0% MINIMUM FOR 5 -FEET. STORMWATER BMP's: • STORMWATER POLLUTION CONTROL BMP's TO BE PRIVATELY MAINTAINED AND NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY SURVEY NOTE: ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED -IN- PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED SURVEYOR. RETAINING WALL NOTE • ATW= ARCHITECTURAL TOP OF WALL • TW = ELEVATION @ TOP OF WALL • BW = FINISH GRADE ® BOTTOM OF WALL (NOT TOP OF FOOTING) • TF = TOP OF FOOTING UTILITY NOTE: • ALL UTILITY SERVICE LINES TO THE PROPERTY INCLUDING CABLE, TELEPHONE, AND ELECTRIC SHALL BE INSTALLED UNDERGROUND. ROOF DRAINAGE • CONNECT ALL ROOF DRAINAGE TO AREA DRAIN SYSTEM AND ROUTE TO B10 BASIN. QRD SEES /ON9! RANCHO COASTAL ENGINEERING & SURVEYING 20 10 0 N 20 40 c 39726 SINGLE SOURCE DEVELOPMENT CONSULTANT *s c1vl� * 310 VIA VERA CRUZ, #205 SCALE IN F FEET qTF of cn Foy`' SAN MARCOS, CA. 92078 SCALE: 1" 20' (760) 510 -3152 Ph / (760) 510 -3153 Fax VALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO. GRADING & DRAINAGE PLAN FOR: o - 305 HILLCREST DR. ENCINITAS, CA 92024 14124 -G ? APN: 216- 082 -63 > I % CASE NO. 18 -003 CDP SHEET 2 OF � R:AProjects�7702 - Flicker�7702- GP02.dwg 3�4�2019 2:32 PM ,414 i CD Z W > of c O C? () C' z� L d C.D w :D Z � C;1 Z Ld Q � Lo Q O O OLo O � Z� Q of LLJ a r„ (n d a L li W z_ Z w 155.70 TG 153.52 IE 14 i z s / 12 I cn 1153.64 1E ; ' �1) I W -�• •• - I 5 i I � I i 154.39 IE 55.7/0 TG v� 54.50 I E 55.7 TGE R I 53.97 I I _I I 55.70 154.1 l �' -LIMIT OF GRADING (TYP.) I I 5.70 TG N Ln 14.24 IEI I 11 12 I I -N 74 °55'57" E 225.56)- % 50 16 \ 14 10 „ DRAINAGE OU NO. 2E RI 18" ENGINE SOIL *SEE B 4" OVERFLOW STORM DR C( 3/8 NOTE: COVENANT HOLDING CITY HARMLESS FOR DRAINAGE P DOC. NOX)II- 00085. 9 RECD. 3 - Inc - tel 512 SQ -FT RETENTION AREA SHALL BE 1n' Tn of 'ERMEABLE LINER SST SIDE ONLY) 3/4" CRUSHED ROCK SEE NOTE BELOW 5UAKIF Y HKIUK I U PLACEMENT OF ROCK B10 BASIN DETAIL AND DRYWELL NOT TO SCALE BIO BASIN DETAIL NOTES: *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN EXISTING VALVE CAP 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. EXISTING 3/4" W.M. FOR * *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 10' BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION 305 HILLCREST DRIVE, AND STORAGE ABILITY OF THE DETAIL. S.D.W.D. TO ABANDON EXISTING WATER SERVICE & METER ING = --F\ EXISTING 5/8" W.M. FOR FOIR 299 HILLCREST DR. 8 9 APPROXIMATE LOCATION 305 HILLCREST DR. OF EXISTING 2" PVC S.D.W.D. TO ABANDON WATERLINE EASEMENT LEGEND DIRECT DRAINAGE AS EXISTING WATER NECESSARY TO EXISTING SERVICE & METER THE FOLLOWING EASEMENT NUMBERS REFERENCE THE ITEMS FOUND ROADSIDE SWALE IN THE EXCEPTIONS OF THE "TICOR TITLE" TITLE REPORT ORDER RCP PERMEABLE NO. 00489901- 995 -CC1 DATED JULY 31, 2017. PAVER JOINT FILL - ACCESS AND UTILITY EASEMENT DESCRIBED IN PARCEL Al OF SAID 1/8" TO 1/4" (NO. 4) RCP HYDROLOGIC REPORT. AGGREGATE IN VOIDS PERVIOUS PAVERS X16" PCC W FLLUSH CURB 8❑ ACCESS EASEMENT PER DEED RECORDED MARCH 31, 1926 IN BOOK BEDDING COURSE - / MIN. 5 / 16" VOID ORIDCURBNED I 1195, PAGE 149 OF DEEDS. THICK OF 1/8 TO 3/8 8" I (NO. 8) AGGREGATE EASEMENT FOR STREET PURPOSES AS SHOWN ON AVOCADO ACRES CHOKER COURSE - 4 "� =2 \ NO. 3, ACCORDING TO MAP THEREOF NO. 2063. \� \y, \may/. THICK OF 3/8 TO 1/2 4 / / " �` ° \ 10 EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED (NO. 57) CRUSHED ROCK - a \ \i\ \/ \/� TO SDG &E PER DEED RECORDED JUNE 18, 1928 IN BOOK 1498, PAGE 31 OF DEEDS. MIN. 6" THICK OF 3/4" / o / o / / \/� 13 EASEMENT FOR INGRESS, EGRESS AND UTILITY PURPOSES PER CRUSHED ROCK DEED RECORDED APRIL 4, 2005 AS DOC. NO. 2005 - 268997 OF OFFICIAL RECORDS. SOIL SUBGRADE EASEMENT FOR INGRESS, EGRESS AND UTILITY PURPOSES PER NOTES: DEED RECORDED APRIL 4, 2005 AS DOC. NO. 2005 - 268997 OF -ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) OFFICIAL RECORDS. -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED 16 EMERGENCY ACCESS EASEMENT GRANTED TO THE CITY OF - -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE ENCINITAS PER DEED RECORDED OCTOBER 25, 2007 AS DOC. -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED NO. 2007 - 679698 OF OFFICIAL RECORDS. - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE READ 18 PUBLIC UTILITY EASEMENT GRANTED TO SDG &E PER DEED RED. PERVIOUS PAVER DETAIL RECORDED JUNE 20, 2016 AS DOC. N0. 2016- 287436. NOT TO SCALE (EXACT LOCATION NOT DISCLOSED OF RECORD) DATE BENCHMARK AS -BUILT APPROVALS DESIGNED Y DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPI DEL BMW DEL DESCRIPTION: 2.5" BRASS DISC POINT ID NO. 1004, DESIGNATED AS ENC -04. INT. DATE L S PREPA 'D UNDER SUPERVISION OF RECOM ND APPRO LOCATION: BRASS DISC SET IN DRAINAGE BOX INLET AT THE NORTHEAST PUBLIC WORKS /?'�('%�A! CORNER OF THE CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE DATE: WEST SIDE OF RAINTREE DRIVE E. LOGAN DATE E IN THE CITY OF ENCINITAS, CA. PLANNING R.C.E. N0. 39726 STEVE AK EDWA�2D J. ,WIC RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK REVIEWER ENGIN R - to . Ir S 1i ELEVATION: 67.64' DATUM: NAVD8B CITY ENGINEER DOUGLAS E. LOGAN EXP. 12 -31 -19 DATE DATE WORK TO BE DONE O EXISTING DRIVEWAY TO REMAIN O PROPOSED PERVIOUS PAVER DRIVEWAY PER DETAIL THIS SHEET. O PERVIOUS PAVER PATIO PER DETAIL THIS SHEET. O PLANTER AREA ONON- RETAINING ARCHITECTURAL SITE WALLL /FENCE PER ARCHITECTURAL DETAILS SMALL WALL /RAILING PER ARCHITECTURA`LPLANS. O7 6" SQ. AREA DRAIN. O 4" PVC /ABS DRAIN PIPE @ 0.5% (MIN.) O 5'x5' TYPE 1, NO. 2 BACKING DEPRESSED RIP -RAP DISSIPATOR PER D -40. 10 BIO BASIN PER DETAIL THIS SHEET AREA =512 S.F. 11 12" GRATED OVERFLOW BOX. 12 4" PVC OVERFLOW DRAIN LINE @ 1.0% MIN. WITH CLEAN OUTS AS SHOWN, CLOSED SYSTEM. 13 CONNECT 4" OVERFLOW DRAIN TO 12" SQ. BROOKS BOX OR EQUAL W/ TRAFFIC GRATE ON TOP. INSTALL SEVERAL 1/4" HOLES IN THE BOTTOM FOR RESIDUAL DRAINAGE. 14 INSTALL 6 "x16" PCC FLUSH CURB @ ALL PAVER EDGES. WEEP .SCREED NOTE • BOTTOM OF WEEP SCREED TO BE A MINIMUM OF 8" ABOVE FINISHED LANDSCAPE AREAS & 2" ABOVE HARDSCAPE AREAS. THIS NOTE TO SUPERCEDE ELEVATIONS SHOWN ON PLANS SHOULD THERE BE ANY CONFLICT. • FINISHED PAD ELEVATIONS GRADIIN NOTE AROUND PERIMITER OF THE BUILDING FOOTPRINT SHALL SLOPE AWAY AT 2.0% MINIMUM FOR 5 -FEET. STORMWATER BMP's: • STORMWATER POLLUTION CONTROL BMP's TO BE PRIVATELY MAINTAINED AND NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY SURVEY NOTE: ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED -IN- PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED SURVEYOR. RETAINING WALL NOTE • ATW= ARCHITECTURAL TOP OF WALL • TW = ELEVATION @ TOP OF WALL • BW = FINISH GRADE ® BOTTOM OF WALL (NOT TOP OF FOOTING) • TF = TOP OF FOOTING UTILITY NOTE: • ALL UTILITY SERVICE LINES TO THE PROPERTY INCLUDING CABLE, TELEPHONE, AND ELECTRIC SHALL BE INSTALLED UNDERGROUND. ROOF DRAINAGE • CONNECT ALL ROOF DRAINAGE TO AREA DRAIN SYSTEM AND ROUTE TO B10 BASIN. QRD SEES /ON9! RANCHO COASTAL ENGINEERING & SURVEYING 20 10 0 N 20 40 c 39726 SINGLE SOURCE DEVELOPMENT CONSULTANT *s c1vl� * 310 VIA VERA CRUZ, #205 SCALE IN F FEET qTF of cn Foy`' SAN MARCOS, CA. 92078 SCALE: 1" 20' (760) 510 -3152 Ph / (760) 510 -3153 Fax VALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO. GRADING & DRAINAGE PLAN FOR: o - 305 HILLCREST DR. ENCINITAS, CA 92024 14124 -G ? APN: 216- 082 -63 > I % CASE NO. 18 -003 CDP SHEET 2 OF � R:AProjects�7702 - Flicker�7702- GP02.dwg 3�4�2019 2:32 PM ,414 i CD Z W > of c O C? () C' z� L d C.D w :D Z � C;1 Z Ld Q � Lo Q O O OLo O � Z� Q of LLJ a r„ (n d a L li W z_ Z w -�• •• - , 1w im REW��.� � F4 F401111 _ - I �i�r� � /11�� 1��■ /��y��11.i '/ ■ i I � I i 154.39 IE 55.7/0 TG v� 54.50 I E 55.7 TGE R I 53.97 I I _I I 55.70 154.1 l �' -LIMIT OF GRADING (TYP.) I I 5.70 TG N Ln 14.24 IEI I 11 12 I I -N 74 °55'57" E 225.56)- % 50 16 \ 14 10 „ DRAINAGE OU NO. 2E RI 18" ENGINE SOIL *SEE B 4" OVERFLOW STORM DR C( 3/8 NOTE: COVENANT HOLDING CITY HARMLESS FOR DRAINAGE P DOC. NOX)II- 00085. 9 RECD. 3 - Inc - tel 512 SQ -FT RETENTION AREA SHALL BE 1n' Tn of 'ERMEABLE LINER SST SIDE ONLY) 3/4" CRUSHED ROCK SEE NOTE BELOW 5UAKIF Y HKIUK I U PLACEMENT OF ROCK B10 BASIN DETAIL AND DRYWELL NOT TO SCALE BIO BASIN DETAIL NOTES: *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN EXISTING VALVE CAP 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. EXISTING 3/4" W.M. FOR * *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 10' BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION 305 HILLCREST DRIVE, AND STORAGE ABILITY OF THE DETAIL. S.D.W.D. TO ABANDON EXISTING WATER SERVICE & METER ING = --F\ EXISTING 5/8" W.M. FOR FOIR 299 HILLCREST DR. 8 9 APPROXIMATE LOCATION 305 HILLCREST DR. OF EXISTING 2" PVC S.D.W.D. TO ABANDON WATERLINE EASEMENT LEGEND DIRECT DRAINAGE AS EXISTING WATER NECESSARY TO EXISTING SERVICE & METER THE FOLLOWING EASEMENT NUMBERS REFERENCE THE ITEMS FOUND ROADSIDE SWALE IN THE EXCEPTIONS OF THE "TICOR TITLE" TITLE REPORT ORDER RCP PERMEABLE NO. 00489901- 995 -CC1 DATED JULY 31, 2017. PAVER JOINT FILL - ACCESS AND UTILITY EASEMENT DESCRIBED IN PARCEL Al OF SAID 1/8" TO 1/4" (NO. 4) RCP HYDROLOGIC REPORT. AGGREGATE IN VOIDS PERVIOUS PAVERS X16" PCC W FLLUSH CURB 8❑ ACCESS EASEMENT PER DEED RECORDED MARCH 31, 1926 IN BOOK BEDDING COURSE - / MIN. 5 / 16" VOID ORIDCURBNED I 1195, PAGE 149 OF DEEDS. THICK OF 1/8 TO 3/8 8" I (NO. 8) AGGREGATE EASEMENT FOR STREET PURPOSES AS SHOWN ON AVOCADO ACRES CHOKER COURSE - 4 "� =2 \ NO. 3, ACCORDING TO MAP THEREOF NO. 2063. \� \y, \may/. THICK OF 3/8 TO 1/2 4 / / " �` ° \ 10 EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED (NO. 57) CRUSHED ROCK - a \ \i\ \/ \/� TO SDG &E PER DEED RECORDED JUNE 18, 1928 IN BOOK 1498, PAGE 31 OF DEEDS. MIN. 6" THICK OF 3/4" / o / o / / \/� 13 EASEMENT FOR INGRESS, EGRESS AND UTILITY PURPOSES PER CRUSHED ROCK DEED RECORDED APRIL 4, 2005 AS DOC. NO. 2005 - 268997 OF OFFICIAL RECORDS. SOIL SUBGRADE EASEMENT FOR INGRESS, EGRESS AND UTILITY PURPOSES PER NOTES: DEED RECORDED APRIL 4, 2005 AS DOC. NO. 2005 - 268997 OF -ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) OFFICIAL RECORDS. -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED 16 EMERGENCY ACCESS EASEMENT GRANTED TO THE CITY OF - -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE ENCINITAS PER DEED RECORDED OCTOBER 25, 2007 AS DOC. -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED NO. 2007 - 679698 OF OFFICIAL RECORDS. - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE READ 18 PUBLIC UTILITY EASEMENT GRANTED TO SDG &E PER DEED RED. PERVIOUS PAVER DETAIL RECORDED JUNE 20, 2016 AS DOC. N0. 2016- 287436. NOT TO SCALE (EXACT LOCATION NOT DISCLOSED OF RECORD) DATE BENCHMARK AS -BUILT APPROVALS DESIGNED Y DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPI DEL BMW DEL DESCRIPTION: 2.5" BRASS DISC POINT ID NO. 1004, DESIGNATED AS ENC -04. INT. DATE L S PREPA 'D UNDER SUPERVISION OF RECOM ND APPRO LOCATION: BRASS DISC SET IN DRAINAGE BOX INLET AT THE NORTHEAST PUBLIC WORKS /?'�('%�A! CORNER OF THE CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE DATE: WEST SIDE OF RAINTREE DRIVE E. LOGAN DATE E IN THE CITY OF ENCINITAS, CA. PLANNING R.C.E. N0. 39726 STEVE AK EDWA�2D J. ,WIC RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK REVIEWER ENGIN R - to . Ir S 1i ELEVATION: 67.64' DATUM: NAVD8B CITY ENGINEER DOUGLAS E. LOGAN EXP. 12 -31 -19 DATE DATE WORK TO BE DONE O EXISTING DRIVEWAY TO REMAIN O PROPOSED PERVIOUS PAVER DRIVEWAY PER DETAIL THIS SHEET. O PERVIOUS PAVER PATIO PER DETAIL THIS SHEET. O PLANTER AREA ONON- RETAINING ARCHITECTURAL SITE WALLL /FENCE PER ARCHITECTURAL DETAILS SMALL WALL /RAILING PER ARCHITECTURA`LPLANS. O7 6" SQ. AREA DRAIN. O 4" PVC /ABS DRAIN PIPE @ 0.5% (MIN.) O 5'x5' TYPE 1, NO. 2 BACKING DEPRESSED RIP -RAP DISSIPATOR PER D -40. 10 BIO BASIN PER DETAIL THIS SHEET AREA =512 S.F. 11 12" GRATED OVERFLOW BOX. 12 4" PVC OVERFLOW DRAIN LINE @ 1.0% MIN. WITH CLEAN OUTS AS SHOWN, CLOSED SYSTEM. 13 CONNECT 4" OVERFLOW DRAIN TO 12" SQ. BROOKS BOX OR EQUAL W/ TRAFFIC GRATE ON TOP. INSTALL SEVERAL 1/4" HOLES IN THE BOTTOM FOR RESIDUAL DRAINAGE. 14 INSTALL 6 "x16" PCC FLUSH CURB @ ALL PAVER EDGES. WEEP .SCREED NOTE • BOTTOM OF WEEP SCREED TO BE A MINIMUM OF 8" ABOVE FINISHED LANDSCAPE AREAS & 2" ABOVE HARDSCAPE AREAS. THIS NOTE TO SUPERCEDE ELEVATIONS SHOWN ON PLANS SHOULD THERE BE ANY CONFLICT. • FINISHED PAD ELEVATIONS GRADIIN NOTE AROUND PERIMITER OF THE BUILDING FOOTPRINT SHALL SLOPE AWAY AT 2.0% MINIMUM FOR 5 -FEET. STORMWATER BMP's: • STORMWATER POLLUTION CONTROL BMP's TO BE PRIVATELY MAINTAINED AND NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY SURVEY NOTE: ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED -IN- PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED SURVEYOR. RETAINING WALL NOTE • ATW= ARCHITECTURAL TOP OF WALL • TW = ELEVATION @ TOP OF WALL • BW = FINISH GRADE ® BOTTOM OF WALL (NOT TOP OF FOOTING) • TF = TOP OF FOOTING UTILITY NOTE: • ALL UTILITY SERVICE LINES TO THE PROPERTY INCLUDING CABLE, TELEPHONE, AND ELECTRIC SHALL BE INSTALLED UNDERGROUND. ROOF DRAINAGE • CONNECT ALL ROOF DRAINAGE TO AREA DRAIN SYSTEM AND ROUTE TO B10 BASIN. QRD SEES /ON9! RANCHO COASTAL ENGINEERING & SURVEYING 20 10 0 N 20 40 c 39726 SINGLE SOURCE DEVELOPMENT CONSULTANT *s c1vl� * 310 VIA VERA CRUZ, #205 SCALE IN F FEET qTF of cn Foy`' SAN MARCOS, CA. 92078 SCALE: 1" 20' (760) 510 -3152 Ph / (760) 510 -3153 Fax VALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO. GRADING & DRAINAGE PLAN FOR: o - 305 HILLCREST DR. ENCINITAS, CA 92024 14124 -G ? APN: 216- 082 -63 > I % CASE NO. 18 -003 CDP SHEET 2 OF � R:AProjects�7702 - Flicker�7702- GP02.dwg 3�4�2019 2:32 PM ,414 i CD Z W > of c O C? () C' z� L d C.D w :D Z � C;1 Z Ld Q � Lo Q O O OLo O � Z� Q of LLJ a r„ (n d a L li W z_ Z w CHANGE NO. I DESCRIPTION (E) M.H. #03 -05 RIM = 88.63' I.E. = 79.79' (E) LWD 8" VCP SEWER S �s APPROVED s \(E) SEWER MANHOLE LEUCADIA WASTEWATER DISTRICT SEWER NOTES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGNS, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVES BY LWD ON THE PLANS. 11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 12, A 10 -GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL BE EXTENDED UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTOR'S EXPENSE PRIOR CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 0 \s �: 1 0 91 Z", 4" SEWER LWD "S -17 ", "S -25 ", AND "S -32 ". (TYPE 1) r.2 I W W SEWER CLEAN OUT PER LWD S -25 R.O.W. LINE FOR HILLCREST DRIVE 0 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURES WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLANE END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LED STANDARD. 17. FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER THAN 8 -INCH DIAMETER CONTRACTOR SHALL BE CUT IN A NEW WYE PER ABOVE OR MAY USE SUITABLY SIZED ROMAC STYLE "CB" SEWER SADDLE PER STD. DWG. 5 -32. 18. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 19. FOR CONNECTION OF PLAIN END TO PLAN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY LWD DISTRICT ENGINEER. 20. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKETED RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING TO BE JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM 536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. 21. FINAL APPROVAL OF THE PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE -YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRE TO THE PLANS SHALL BE MADE AT THE DEVELOPER'S EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 22. WHEN WORK IS CONDUCTED IN PROXIMITY TO THE LEUCADIA WASTEWATER DISTRICT SEWER SYSTEM, CARE WILL BE TAKEN THAT NO DIRT, DEBRIS, EXCESS WATER, OR GROUNDWATER WILL ENTER THE SYSTEM. THE CONTRACTOR WILL BE HELD LIABLE FOR ANY REQUIRED CLEANING OR REPAIRS. CAUTION GAS LATERAL SEWER CLEAN OUT AS REQUIRED - GAS GAS W W 20' SEWER EASEMENT PER DOC, NO. 2 01 8 - 048742 7 4 PVC SEWER LATERAL PER BUILDING DEPARTMENT PERMIT SEWER CLEAN OUT AS \ REQUIRED s o GAS GAS (E) GAS LINE W W (E) WATER MAIN, 8" PVC TRENCH RESURFACING PER CITY STANDARDS SDG 107 GAS CAUTION WATER CAUTION FIBER LATERAL OPTIC LINE s �. l 0 JW W CAUTION GAS LATERAL INSTALL TWO 1 -INCH WATER METERS PER WAS: WS -01 & WC -17. EXACT LOCATION TO BE DETERMINED IN FIELD. SEWER LATERAL TABLE BENCHMARK �1 1 I.E. @MAIN I.E. OF LAT. LENGTH I.E. @ C.O. I FINISH GRADE DEPTH BELOW PAD EL. REQ'D UPSTREAM BACKWATER RECOM E D @ MAIN. IN FEET li F. G. @ C. 0. DOUGLAS E. LOGAN DATE RIM EL. VALVE REQ'D \(E) SEWER MANHOLE LEUCADIA WASTEWATER DISTRICT SEWER NOTES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGNS, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVES BY LWD ON THE PLANS. 11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 12, A 10 -GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL BE EXTENDED UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTOR'S EXPENSE PRIOR CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 0 \s �: 1 0 91 Z", 4" SEWER LWD "S -17 ", "S -25 ", AND "S -32 ". (TYPE 1) r.2 I W W SEWER CLEAN OUT PER LWD S -25 R.O.W. LINE FOR HILLCREST DRIVE 0 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURES WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLANE END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LED STANDARD. 17. FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER THAN 8 -INCH DIAMETER CONTRACTOR SHALL BE CUT IN A NEW WYE PER ABOVE OR MAY USE SUITABLY SIZED ROMAC STYLE "CB" SEWER SADDLE PER STD. DWG. 5 -32. 18. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 19. FOR CONNECTION OF PLAIN END TO PLAN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY LWD DISTRICT ENGINEER. 20. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKETED RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING TO BE JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM 536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. 21. FINAL APPROVAL OF THE PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE -YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRE TO THE PLANS SHALL BE MADE AT THE DEVELOPER'S EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 22. WHEN WORK IS CONDUCTED IN PROXIMITY TO THE LEUCADIA WASTEWATER DISTRICT SEWER SYSTEM, CARE WILL BE TAKEN THAT NO DIRT, DEBRIS, EXCESS WATER, OR GROUNDWATER WILL ENTER THE SYSTEM. THE CONTRACTOR WILL BE HELD LIABLE FOR ANY REQUIRED CLEANING OR REPAIRS. CAUTION GAS LATERAL SEWER CLEAN OUT AS REQUIRED - GAS GAS W W 20' SEWER EASEMENT PER DOC, NO. 2 01 8 - 048742 7 4 PVC SEWER LATERAL PER BUILDING DEPARTMENT PERMIT SEWER CLEAN OUT AS \ REQUIRED s o GAS GAS (E) GAS LINE W W (E) WATER MAIN, 8" PVC TRENCH RESURFACING PER CITY STANDARDS SDG 107 GAS CAUTION WATER CAUTION FIBER LATERAL OPTIC LINE s �. l 0 JW W CAUTION GAS LATERAL INSTALL TWO 1 -INCH WATER METERS PER WAS: WS -01 & WC -17. EXACT LOCATION TO BE DETERMINED IN FIELD. SEWER LATERAL TABLE BENCHMARK # I.E. @MAIN I.E. OF LAT. LENGTH I.E. @ C.O. SLOPE FINISH GRADE DEPTH BELOW PAD EL. REQ'D UPSTREAM BACKWATER RECOM E D @ MAIN. IN FEET ELEV. @ C.O. F. G. @ C. 0. DOUGLAS E. LOGAN DATE RIM EL. VALVE REQ'D 1 81.17 82.37 1 30' 88.0 20% 1 93.5 5.5' 155.8 1 114.44 NO DATE BENCHMARK AS -BUILT APPROVALS UESDEL Y: UNAWN BY: `HLCDEL BY: ENGINEERING DI' DEL BMW DEL DESCRIPTION: 2.5" BRASS DISC POINT ID NO. 1004, DESIGNATED AS ENC -04. INT. DATE P ANS PRE ED UNDER SUPERVISION OF F DATE: R.C.E. NO. 39726 ENG E DOUGLAS E. LOGAN EXP. 12 -31 -19 RECOM E D LOCATION: BRASS DISC SET IN DRAINAGE BOX INLET AT THE NORTHEAST PUBLIC WORKS�� CORNER OF THE CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE DOUGLAS E. LOGAN DATE WEST SIDE OF RAINTREE DRIVE IN THE CITY OF ENCINITAS, CA. PLANNING STEVE W K a' RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 67.64' DATUM: NAVDSS REVIEWER CITY ENGINEER DATE INSPECTOR DATE I � I SEWER CLE • CL77CAUTION CITY LINE a QµQEESS/ON( q E. N o° 9i z 20 10 01 20 40 a C 39726 SCALE IN FEET sf°rf F OF CA SCALE: 1" = 20' S �F RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 VIA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510 -3152 Ph / (760) 510 -3153 Fax ;ION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT APPROVED: l , SEWER LATERAL PLAN FOR: GLJ� 305 HILLCREST DR. ENCINITAS, CA 92024 EDWgRD � WIVRtR - APN:216- 082 -63 R: \Projects \7702 - Flicker \7702- GP03.dwg 1 1� �p CD Z_ 0' w Ur w Z z w J < Q H- Cr) W Q� 0 N O O Z a tr L1J Q r DWG. NO. lY 14124 -G 11 IrrT �l �r I w P_ 3/12/2019 1:30 PM STORMWATER POLLUTION CONTROL Bill NOTES RELATIVE TO CONSTRUCTION ACTIVI CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF —SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION,. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST — GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON —SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON —SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON —SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER —BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON— RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 - 4151.' POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 3 BAGS HIGH (MAX.) 2 BAGS HIGH (MIN.) .. NOTE: LOWER BAG ROW TO BE BURIED 6" UNDER GRADE. GRAVEL BAG CHECK DAM NOT TO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. rrrrrrNll IN (10 CM) 3. BACKFILL AND COMPACT THE EXCAVATED SOIL. 20'MIN. ( PUBLIC [RIGHT—OF—WAY m EXISTING 1 -1/2 PUBLIC GROUND CRUSHED RIGHT —OF —WAY ROC F20,MI N. a z I1 =III 0 osg X08 °° � FILTER FABRIC —� II —III °s R#. ,va8 °° o° =III III =III =1 WIRE EM PROVIDE APPROPRIATE TRANSITION /� III— III — III — III —_ 1= III =III f =T BETWEEN STABILIZED CONSTRUCTION I= III = III = III III — III — III —III ENTRANCE AND PUBLIC RIGHT —OF —WAY (- STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE N SILT FENCE DETAIL NOT TO SCALE 20 10 0' 20 40 SCALE IN FEET SCALE: 1" = 20' LEGEND PROPERTY BOUNDARY SILT FENCE CONSTRUCTION ENTRANCE GRAVEL BAGS QRpFESS /ON 9 JG�p5 E <0, `F2 C 39726 $ T w qTf OF CAl\F�� RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 VIA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510 -3152 Ph / (760) 510 -3153 Fax CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS —BUILT APPROVALS Ut,DELU d d : "t`DEL d7: ENGINEER114G DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DWG. NO. UBMW DESCRIPTION: 2.5" BRASS DISC POINT ID NO. 1004, DESIGNATED AS ENC -04. INT. DATE P A PREPAR 'D UNDER SUPERVISION OF '� Q DATE: 1 z# ( R.C.E. N0. 39726 ENGINEER DOUGLAS E. LOGAN ' EXP. 12 -31 -19 RECOM EN APPROVED: r _� STEV AK EDWA D J. ER 3 "a0-- lei 3 Z I OATF DATE EROSION CONTROL PLAN FOR: 305 HILLCREST DR. ENCINITAS, CA 92024 APN:216- 082 -63 CASE NO. 18 -003 CDP I 14124 -G LOCATION: BRASS DISC SET IN DRAINAGE BOX INLET AT THE NORTHEAST CORNER OF THE CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE PUBLIC WORKS DOUGLAS E. LOGAN DATE CITY ENGINEER DATE WEST SIDE OF RAINTREE DRIVE IN THE CITY OF ENCINITAS, CA. PLANNING RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 67.64' DATUM: NAVD88 REVIEWER INSPFCTnR SHFFT 4 OF 4 R:\Projects\7702 — Flicker \7702— GP04.dwg 3/4/2019 2:30 PM V u i CD z W cn C) = Q Q Fr 6 W w z Q CD z w J Q H- Lo O U O U M? QQ Lr r Lp uj Q (n W W z c� z W