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2018-14124-G (Plans) (1)RIGHT OF WAY NOTE 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 IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCENTHTHESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 7. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 9. PRIOR TO HAUUNG DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAUUNG OPERATION. 10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION - SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 14124-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 11 12. AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 13. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 14. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 15. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL 16. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. DESCRIPTION I APPROVED I DATE EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DOUG WINTER AT JDWINTEROOUTLOOK.COM. 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER i TO APRIL 15), ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER i AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC. TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON, 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES 4. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/,MP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE UMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. A PA 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND 6. MINIMUM HORIZONTAL SEPARATION OF Q SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPUANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD RASS PARTS. 9. ALL COPPER TUBING USE F AIR ELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODI P OTEC11 IN ACCORDANCE WITH WC-17 OR WC-18. , , As �'�'FPT€'�TI''JT*�^r�rrx�RTcP1�INWA 7-12-21 NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - LWD - (760)-753-0155 S. GAS & ELECTRIC - SDGE - (760)-438-6200 C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 D. TELEPHONE - SBC BELL - (760)-489-3411 E. CABLE. TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. SOILS ENGINEER'S CERTIFICATE I, MAMADOU S. DIALED A REGISTERED CIVIL GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JUNE 29. 2018. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: Ix�x4.AL (1S'1AX�9 GE NO.: 2704 EXP. DATE: 12-31-19 p4pFE3s�oa� ♦f'� 3, t7 �f JOB f: 18-1147B2 rn i� is COMPANY: E ' No. Gf xm� ADDRESS: 10925 HARTLEY ROAD. SUITE "I" t �o r SANTEE. CA 92071 mr TECHx�° < PHONE: (619) 258-7901 'rea CR�7� STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REWIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOD HARMLESS THE CITY OF ENCINITAS AN ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISINP SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/H AGEN OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT If AN RISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DATE: DOOGLAS E. LOGAN �pTE33/ COMPANY: COASTAL 10Eo E, ADDRESS: VIA VERA QRDZ. 5 PHONE NUMBER: ER: 760-510-31-3152 RCE EXPIRES: 12/31/2019 EARTHWORK '} STEEPEST EXISTING NATURAL SLOPE ON -SITE =_ 4 H: 1 V. MAXIMUM VERTICAL DEPTH OF CUT = 3-FT. MAXIMUM VERTICAL DEPTH OF FILL = 1-FT. CUT = 1,100 C.Y. FILL = 100 C.Y. EXPORT = 1,000 C.Y. REMEDIAL - 1,50,0 C.Y. • NOTE: EARTHWORK QUANTITIES ARE THEORETICAL ONLY AND DO NOT INCLUDE SPOILS. SHRINKAGE, OR SWELLING. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 9,657 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 8,747 SOFT IMPERVIOUS AREA REPLACED: g SOFT INCREASE IN IMPERVIOUS AREA: z SQFT WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS: STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2018 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES,- (1996 EDITION). 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS-DECEMBER 2015. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS-DECEMBER 2015. 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. DESCRIPTION STD DWG SYMBOL EXIST, LOT BOUNDARY .......................................... EXIST. EDGE OF PAVEMENT . ...... ............................ . •h EXIST. CONTOURS ............................................... PROP. CONTOURS ............................................... .7.7.115500+ _T.T�T�7�- PROP. BUILDING ............................................... ?:!r77 ///// PROP. PERVIOUS PAVER DRIVEWAY ........................... PROP. CONCRETE........................ ......................... . 4" DRAIN PIPE.. .......... I ....................................... 6" AREA DRAIN ................................................... 4" PVC OVERFLOW DRAIN LINE .... ,...:r.... '..................� PROP. SEWER LATERAL ...."5-17", "S-25", "S-b2".... . PROP. 4" SEWER LATERAL ..................................... 3 5'xV NO. 2 BACKING.. ... - - TYPE i..D-40............ DEPRESSED RIP -RAP DISSIPATER BIORETENTION BASIN..... ................ '........................ OWNER DOUG WINTER & AMY FLICKER NNO. 3B8 HILLCREST DRIVE ENCINITAS, CA 92024SITE ADDRESS305 HILLCREST DRIVE ENCINITAS, CA 92024APt� 216-082-27 LEGAL DESCRIPTION: THE EASTERLY 225.56 FEET OF LOT 30 OF AVOCADO NO. 3, IN THE CITY OF ENCINITAS, COUNTY OF SAN STATE OF CALIFORNIA, ACCORDING TO MAP THEREO2063, FILED IN THE OFFICE OF THE COUNTY RECORD SAN DIEGO COUNTY, OCTOBER 3, 1927, EXCEPTING THEREFROM THE NORTHERLY 96.50 FEET OF THE WESTERLY 90.00 FEET OF SAID EASTERLY 225.56 FEET OF SAID LOT 30. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO IDENTIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL UABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERWT)OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR IC/EASEMENTS. L_ / SIGNATURE: &/OR • ,A LA COSTA N VICINITYMAP T.B. PG. 1147-B2 TOTAL AREA OF LAND DISTURBANCE • 28,750 S.F. / 0.66 ACRES LEUCADIA WASTEWATER DISTRICT RAN CHO COASTAL PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LOUD DIST. ENGR BMP PROJECTS STATUS SHEET INDEX SHEET 1 COVER SHEET ENGINEERING & SURVEYING /y SHEET 2 GRADING PLAN SINGLE SOURCE DEVELOPMENT'CONSULTANT `d C.33682 DEXTER S. YILSON PE RCE 3"��M1 DATE STANDARD SHEET 3 SEWER LATERAL PLAN 310 VIA VERA CRUZ, #205 SHEET 4 EROSION CONTROL PLAN & NOTES SAN MARCOS, CA. 92078 760 510-3152 Ph (760) 510-3153 Fax DEXTER WILSON ENGINEERING 6 30 20 FIRM EXP. DA PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION "MAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT DATE: 3-z R.C.E. NO. 39721 EXP. 12-31-19 3 •f`I-19 - -/9 / J 9 SIG DATE I DATE GN A \ 'GRADING & 305 HILLCREST DR, ENCINITAS, CA 92024 APN:216-082-63 CASE NO. 18-003 CDP 14124-G m O U ci (N ELI U cp W f moi R:\Projects\7702 - /4/2019 2:33 PM LDEV-011221-2018 GAS nnrlm LINE, INSTALL TWO 1-INCH- WATER METERS PER WAS WS-01 & WC-17. EXACT LOCATION TO BE DETERMINED IN FIELD. _ APPROVED N 75.00'27" E 135.56' I - LIMITS Of - GRADING (TYP.) 15 ' —155.7p iC� ,5 .95 IE - z 10 — � I N - I 1532 TG I w ACCESORY UNIT /E 155.70 TG �CPAO=155.80 ' f I 154.10 IE / I`FF=156.5 s 9 o I / ROOF RIDGE ROOF SLOPE 14 7561 E -• ••._MIEN .9 1 � II LEI■®rVrl�r ,�" O1��1,��cT,ii ���:`/� .4rA� IV A . 1 ITw ,56.5 I m'1 BW=155.01 � DIRECT DRAINAGE AS NECESSARY TO EXISTING ROADSIDE SWALE I:4.,;:n1 1: 10 — EXISTING 5/8" W.M. FOR MISTING 5/8" W.M. q R� 3HILLFOR 299HIL CREST DR. 1 . S.D.W.W.D. TO ABANDON Ir/j .��rr1��Q0SEXISTy WATER S RVI EIN& METER 5uv-- r�C rOfL DRAINAGE NO. 18" ENGINEERED SOIL *SEE NOTE BELOW e OVERFLOW STORM 6" FILTER COURSE OF 3/8" GRAVEL NOTE: COVENANT HOLDING CITY HARMLESS FOR DRAINAGE PER DOC. NO 1019.005=4 RECO.-t'la•Iq 55�I£ I�Ax, f-b(z, "-15 uI1T f 512 SQ-FT RETENTION AREA SHALL BE LEVEL AND DEPRESSED FROM 10' TO PL SURROUNDING GRADE MIN. DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL ,1cec� , 12" GRATED eLe 'CAM 6" IMPERMEABLE LINER (EAST SIDE ONLY) 10' OF 3/4" CRUSHED ROCK ** SEE NOTE BELOW -`I'' • SCARIFY PRIOR TO . / ( ��� w-��,� PLACEMENT OF ROCK rI� K OF ' AND (TYP.) BIO BASIN DETAIL AND DRYWELL I N I NOT TO SCALE RIO BASIN DETAIL NOTES: *BIORETEN110N "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18' DEEP SANDY LOAM° SOIL MIX WITH NO MORE THAN I kEXXISTING VALVE CAP 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 2G-30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. STING3/4" W.M. FOR •*3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 10' BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION 05, HILLCREST DRIVE, ,,, "„ ,,,..I,.,.. AND STORAGE ABILITY OF THE DETAIL. 8191 APPROXIMATE LOCATION OF EXISTING 2" PVC WATERLINE RCP PERMEABLE PAVER JOINT FILL — TO • - - •-• AGGREGATE IN • • •I USH • - •D BEDDING COURSE ••Dr THICK OF III .:. CRUSHED ROCK SOIL SUBGRADE —ALL AGGREGATE MUST BE CLEAN/WASHED (NO. 57) CRUSHED ROCK FREE OF FINES (SAND, SILT, ETC.) —THE PAVERS SHALL NUI EIL 5LALED UNCE IHL VUlD FILLER HAS BEEN ADDLU —EACH COURSE SHALL BE IMPERVIOUS•.. FILTER FABRIC IS TO BE USED —SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL — SUBDRAIN MAY BE REQUIRED.- NOT TO SCALE 7-12-21 EASEMENT LEGEND THE FOLLOWING EASEMENT NUMBERS REFERENCE THE ITEMS FOUND IN THE EXCEPTIONS OF THE "TICOR TITLE" TITLE REPORT ORDER NO. 00489901-995-CC1 DATED JULY 31, 2017. © ACCESS AND UTILITY EASEMENT DESCRIBED IN PARCEL Al OF SAID REPORT. ® ACCESS EASEMENT PER DEED RECORDED MARCH 31, 1926 IN BOOK 1195, PAGE 149 OF DEEDS. 9❑ EASEMENT FOR STREET PURPOSES AS SHOWN ON AVOCADO ACRES NO. 3, ACCORDING TO MAP THEREOF NO. 2063. 10 EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SDG&E PER DEED RECORDED JUNE 18. 1928 IN BOOK 1498, PAGE 31 OF DEEDS. 13 EASEMENT FOR INGRESS, EGRESS AND UTILITY PURPOSES PER DEED RECORDED APRIL 4, 2005 AS DOC. NO. 2005-268997 OF OFFICIAL RECORDS. 14 EASEMENT FOR INGRESS, EGRESS AND UTILITY PURPOSES PER DEED RECORDED APRIL 4, 2005 AS DOC. NO. 2005-268997 OF OFFICIAL RECORDS. 16 EMERGENCY ACCESS EASEMENT GRANTED TO THE CITY OF ENCINITAS PER DEED RECORDED OCTOBER 25, 2007 AS DOC. NO. 2007-679698 OF OFFICIAL RECORDS 18 PUBLIC UTILITY EASEMENT GRANTED TO SDI PER DEED RECORDED JUNE 20, 2016 AS DOC. NO. 2016-287436. (EXACT LOCATION NOT DISCLOSED OF RECORD) DA TE: TE:NO 3972!" w�! R.C.E. 6 STE EXP. 12-31-19 Aaw QpOFE55/OMB N u 20 10 0 20 40 e c mr clvl� - SCALE IN FEET �h* sp c•�1E�' SCALE: 1" = 20' WORK TO BE DONE tD EXISTING DRIVEWAY TO REMAIN O2 PROPOSED PERVIOUS PAVER DRIVEWAY PER DETAIL THIS SHEET. O3 PERVIOUS PAVER PATIO PER DETAIL THIS SHEET. ® PLANTER AREA ONON -RETAINING ARCHITECTURAL SITE WALLL/FENCE PER ARCHITECTURAL DETAILS © SMALL WALL/RAILING PER ARCHITECTURAL,PLANS. O7 6" SO. AREA DRAIN. \ O 4" PVC/ABS DRAIN PIPE 0 0.5% (MIN.) O 5'x5' TYPE 1, NO. 2 BACKING. DEPRESSED RIP -RAP DISSIPATOR PER D-40. ip BID BASIN PER DETAIL THIS SHEET AREA=512 S.F. 11 12" GRATED OVERFLOW BOX. 12 4" PVC OVERFLOW DRAIN LINE 0 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%16" PCC FLUSH CURB 0 ALL PAVER EDGES. WEEP SCREED NOTE BOTTOM OF WEEP SCREED TO BE A MINIMUM OF B" ABOVE FINISHED LANDSCAPE AREAS & 2" ABOVE HARDSCAPE AREAS. THIS NOTE TO SUPERCEDE ELEVATIONS SHOWN ON PLANS SHOULD THERE BE ANY CONFLICT. PAD GRADING NOTE • FINISHED ELEVATIONS AROUND THE 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_] PROTECTED -IN -PLACE. IF ANY MONUMEN DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED SURVEYOR. RETAINING WALL NOTE IIIIIIIIC • ATW=ARCHITECTURAL TOP OF WALL • TW = ELEVATION 0 TOP OF WALL • BW = FINISH GRADE 0 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 810 BASIN. RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 WA VERA CRUZ, #205 SAN MARCOS, CA. 92078 760 510-3152 Ph 760) 510-3153 Fax 305 HILLCREST DR* ENCINITAS, CA 92024 APN:216-082-63 CASE NO. 18-003 CDP 14124-G ♦4 Q q- \Projects\7702 - /4/2019 2:32 PM LDEV-011221-2018 NO.I DESCRIPTION I APPROVED I DATE l 0 20 40 60 80 feet / lip =20' NORTH BENCHMARK , AS -BUILT APPROVALS n GNE DRAWN BY, CWCKE r L ➢EL ENGINEERING DIVISION APPROV. DEBMW DESCRIPPM 2.3" BRASS DISC POINT ID W 1004, DESIGNATED M EX-04, INT. JDS PRE ;ARE UNDER SUPERVISION.j., RECOMMENDED: APPROVED: i LOCA➢ON: BRASS DISC SET IN DRAMOE KX INUT AT THE NOWHWT PUBLI URK DATE: AST SIDE of THE GIN IWROE EN IN E COY ON 09.PWK ON THE ➢U LAS N DATE R.C.E. NO. 39726 STEVE NOWAK FOR D J. WIMI WEST SIDE OF RAINTREE w9NE IN THE CfIT OF ENCINUPS CA � PLANNIN � R Wn FROM: ClOF ENCINTNNMORK7-12-21 REk5WER I ELEATKN:. 5z.54L-. __...-DATUM: Nawsa CITY ENGINEER DATE NCPFrrnR DOUGLAS E. LOGAN EXP. 12-31-21 nATF nFTF REFERENCE NOTES SCHEDULE SITE 03 PAVING SYMBOL DESCRIPTION ;.-f-�I STONE PAVING _ L� CONCRETE PAVING PERVIOUS PAVERS EXISTING ASPHALT PERVIOUS PAVING D.G. PAVING DRAINAGE LEGEND DEBRIS FILTER • AREADRAIN ❑ DOWNSPOUT — GRAYWATER PIPE -FROM ADU --- RAINWATER PIPE -ROOFS — STORM WATER PIPE -AREA DRAINS — OVERFLOW PIPE AS -BUILT DRAINAGE SYSTEM 1. RAINWATER (ROOF) & STORM WATER (AREA DRAINS) RUN SEPARATELY TO "DEBRIS FILER" AT BIO-BASIN. 2. AFTER FILTERING, RUN SEPARATELY BACK TO THEIR RESPECTIVE STORAGE TANKS. 3. WHEN RAINWATER TANK IS FULL, IT OVERFLOWS TO STORM WATER TANK 4. WHEN STORM WATER TANK IS FULL, IT BACKS UP & OVERFLOWS TO BIO-BASIN. LLn!,SHEJET MITAQ - nC7X/CI nDLArIJT QI 305 HILLCREST DR. ENCINITAS, CA 92024 14124-G APN:216-082-63 CASE NO. 18-003 CDP 0 �i T A i dwg LDEV-011221-2018 LEUCADIA WASTEWATER DISTRICT SEWER NOTES 1. LOUD 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 LOUD 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 LOUD 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 B. 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. 94 1 R.O.W. LINE FOR HILLCREST DRIVE 81.171E q ° 1 MAIN y E) M.H. g03-0520 ` I 1 `� SEWER LATERAL PER ° CAUTION GAS RIM = 88.63 5 LWD "S-171, "S-25", LATERAL SEI I.E. = 79.79' AND "S-32". (TYPE 1) AS \ \ (I LWD 80 SEWER _ �/ 77� V 1 m (E) SEWER MAN OLE \ �1 ) e /GAS GAS - 20' SEWER EASEMENT PER DOC. NO. 2018-0487427 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 B-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. S-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 'NTH 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 SUPPED 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 NTH 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, 4" PVC SEWER LATERAL PER BUILDING DEPARTMENT PERMIT CLEAN OUT - GAS E GAS (E) GAS I _ TRENCH RESURFACING PER CITY STANDARDS SDG 107 SEWER CLEAN CAUTION FIBER OUT AS COPTIC LINE CAUTION WATER REQUIRED LATERAL -` E GAS CAUTION GASH WATER MAIN, LATERAL PVC INSTALL TWO 1-INCH' WATER METERS PER WAS: WS-01 & WC-17. EXACT LOCATION TO BE DETERMINED IN FIELD. SEWER LATERAL TABLE d I.E. ® MAIN I.E OF LAT. LENGTH I.E. ®C.O. SLOPE R FINISH GRADE DEPTH BELOW PAD EL. REQ'D UPSTREAM BACKWATER ® MAIN. IN FEET ELEV. ®C.O. F.G. ®C.O. RIM EL VALVE REQ'D 1 81.17 82.37 1 30'1 88.0 1 20% 1 93.5 1 5.5' 155.8 114.44 NO �9u FF N. L aF�m Wm CWML. REMIX _._ I Ml�IIli- 7-12-21 DATE: 3 2 4 R.C.E. NO. 3972E EXP. 12-31-19 'D 146 ELECTRICITY LINE N 20 10 O 20 40 SCALE IN FEET SCALE: i" = 20' IIL► o o III �V.xwv !i I00 0 r • �i CLEAN OUT Q[pyCyF�E53/apN' w�4ory C `fy'• f sib CIV14 A�� if CF CA0tW 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 305 HILLCREST DR. ENCINITAS, CA 92024 APN:216-082-63 CASE NO. 18-003 CDP 14124-G ate„' Q L3 R:\Projects\7702 - 12/2019 1:30 PM LDEV-011221-2018 CONCRETE WASHOUT CONTRACTOR SHALL ESTABUSH 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 TRAINING CONTRACTORS' EMPLOYEES NiO 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.) W NOTE: LOWER BAG ROW TO BE BURIED 6" UNDER GRADE. GRAVEL BAG CHECK DAM NOT TO SCALE DESCRIPTION I APPROVED I DATE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 41N 2. ATTACH THEFILTERFILTER FABRIC TO THE WIRE FENCE AND EXTEND IT 3 INTO THE TRENCH. (10 CM) BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE DETAIL N07 TO SCALE DATE EXISTING � 1 CRUSHED GROUND ROCK �1 PUBLIC LEGEND RIGHT—OF—WAY L;j PROPERTY BOUNDARY SILT FENCE RIGHT—OF—WAY STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE DATE: NO `�9 r NO R.C.E. ENGINEER 12-31-19 DQUGLAS E. LOGAN E%P, APPROVED: 1810lz910181I S GRAVEL BAGS r ('�J ppOFESS/OMB N dY 'c1s m zo 10 0 20 ao c gene A 4 R SCALE IN FEET s�'�e cIVIV dP�' 4 c,U1 SCALE: 1" = 20, RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPIMEN'T' CONSULTANT 310 VIA VERA CRUZ, R205 SAN MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fax 305 HILLCREST DR" ENCINITAS, CA 92024 APN:216-082-63 CASE NO, 18-003 CDP NO, 14124-G i/4/2019 2:30 PM LDEV-011221-2018