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2018-14125 G (Plans)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. 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. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED GEOTECHNICAL REPORT UPDATE PROPOSED SINGLE FAMILY RESIDENCE PREPARED BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING INC. DATED 10 -15 -2018, PROJECT# 06- 1148E4 BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT 14125 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING- PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS, APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (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. 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT TO TEMPORARILY HALT GROUND- DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICA COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND /OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND /OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT INSITU( "IN PLACE "), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON SITE IN' THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. EROSION CONTROL SEE SHEET 3 FOR NOTES. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPZIMP NOTES SEE SHEET 3 FOR NOTES. OLIVEHAIN MUNICIPAL WATER DISTRICT NOTES: 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE- CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800 - 227 -2600) 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4° MAXIMUM DEFLECTION PER COUPLING (2" PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW'PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER INC, INC THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR - OLIVENHAIN RD REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE - EL CAMINO REAL DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR RANCHO SANTA FE RD MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT - LONE JACK RD EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE 4 H: 1 V: OR NEGLECT EXCEPTED. - CANYON DE ORO 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY - ENCINITAS BLVD APPROVED IN WRITING BY THE DISTRICT. 25. ALL BURIED FITTINGS`.AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH INT. OMWD STANDARD SPECIFICATIONS. LAN PREPA D UNDER SUPERVISION OF DATE: R.C.E. N0. 39726 ENGIN R 9 DOUGLAS E. LOGAN EXP. 1212 -31s NOTIFICATIONS ONLY AND DO NOT 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 IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 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 0 SQFT OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION 0 SQFT OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: 0 SQFT A. SEWERS - CSD - (760)- 633 -2770 IN THE CITY OF ENCINITAS. B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 PLANNING 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 REVIEWER 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, MARTIN R. OWEN A REGISTERED CIVIL GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, LNSPFCTnR 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 OCTOBER 15. 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 INCORPORA I GRADING PLANS AND SPECIFICATIONS. SIGNED: // i GE NO.: 000658 EXP. DATE: 12 -31 -21 QROFESS104, o ! Q�\\N R JOB #: 06- 1148E4 COMPANY: EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. GE 000658 31 -21 z ADDRESS: 10925 HARTLEY ROAD. SUITE "I" * �F P� SANTEE, CA 92071 sr oTFCHN p P qTF PHONE: (619) 258 -7901 OE CA�,O STATEMENT OF ENGINEER OF WORK 10 THE UNDERSIGNED 'ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL E COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE S OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE 3 EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY E PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC A 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 L THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE P CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR C BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE O S ENGINEER AND HIS /HE . GENTS 0 EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOY NT AND A- NG OUT OF THE WORK PERFORMED BY THE ENGINEER. R � SIGNATURE: DATE: I COMPANY: RANCHO COASTAL ENGINEERING & SURVEYING OASTAL ENGINEERING & SURVEYING INC, INC ADDRESS: 310 VIA VERA310 VERA CRUZ. #205 - OLIVENHAIN RD PHONE NUMBER: 760- 510 -3152 - EL CAMINO REAL RCE EXPIRES: 12/31 /98t9 O & I RANCHO SANTA FE RD EARTHWORK - LONE JACK RD STEEPEST EXISTING NATURAL SLOPE ON -SITE = 4 H: 1 V: MAXIMUM VERTICAL DEPTH OF CUT = 5.6 -FT. - CANYON DE ORO MAXIMUM VERTICAL DEPTH OF FILL = 4 -FT. - ENCINITAS BLVD CUT = 800 C.Y. FILL = 1.400 C.Y. IMPORT = 600 C.Y. INT. REMEDIAL = 800 C.Y. LAN PREPA D UNDER SUPERVISION OF DATE: R.C.E. N0. 39726 ENGIN R 9 DOUGLAS E. LOGAN EXP. 1212 -31s • NOTE: EARTHWORK QUANTITIES ARE THEORETICAL ONLY AND DO NOT INCLUDE SPOILS, SHRINKAGE, OR SWELLING. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 0 SQFT IMPERVIOUS AREA REPLACED: 0 SQFT INCREASE IN IMPERVIOUS AREA: 0 SQFT TOTAL AREA OF LAND DISTURBANCE IN THE CITY OF ENCINITAS. • 26,250 S.F. / 0.60 ACRES PLANNING ' PUBLIC WORKS / /Rpr cas /O�y\ 40 '� II C 39726 PLANNING DIVISION 21 `S'T,gT CIV1�- OF CA�- 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 (2012 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996 EDITION). 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006. 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. DESCRIPTION STD DWG SYMBOL EXIST. LOT BOUNDARY ........... ............................... EXIST. EDGE OF PAVEMENT ..... ............................... l// EXIST. ROCK -LINED DRAINAGE SWALE ....................... EXIST. CONTOURS ................ ............................... - PROP. CONTOURS ................ ............................... PROP. D.G. PATH. PROP. DRAINAGE SWALE ........................................ PROP. 4" PVC DRAIN PIPE ...... ............................... PROP. AREA DRAIN ........:..... ... ............................. PROP. NO. 2 BACKING ............ D-40. ................ . RIP -RAP DISSIPATER PROP. FIRE WALL ...............000NTY PDS- 070.......... . OWNER � \V RRY &BARBARA HUGHES 20 CALLE ANACAPA NCINITAS, CA 92024 ITE ADDRESS: 800 CANYON DE ORO \\ NCINITAS, CA 92024 O PN: 264- 451 -33 EGAL DESCRIPTION: ARCEL 1 OF PARCEL MAP 20831, IN THE CITY OF ENCINITAS, OUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE FFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON EPTEMBER 24, 2010 AS FILE NO. 2010-510010 OF OFFICIAL ECORDS. OWNER'S CERTIFICATE WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR OLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL AIDING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF E SITE. WE) HEREBY AGREE TO IDENTIFY, DEFEND, AND HOLD CITY AND FY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, D AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF :TIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF FENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED ZECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR INER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, FICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR INSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR )IRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE OPERTY OR PUBLIC EASEMENTS. SIGNATURE: SIGNATURE: PARKS AND RECREATION DATE SI N DATE 1 SITE 0 Ot - LEUCADIA BLVD O - OLIVENHAIN RD O3 - EL CAMINO REAL ® RANCHO SANTA FE RD O5 - LONE JACK RD © - FORTUNA RANCH RD �7 - CANYON DE ORO ® - ENCINITAS BLVD N VICINITY MAP T.B. PG. 1148 -E4 NO SCALE DATE:�o2 SHEET INDEX SHEET 1 COVER SHEET DATE: ��2 HEET 2 GRADING PLAN SHEET 3 EROSION CONTROL PLAN & NOTES BMP PROJECTS STATUS O.W.W.D. 5-:m 1 M'1 , . %V QMWP of -6q-m SIGN DATE STANDARD ENCINITAS FIRE DEPARTMENT SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UtyDEL U " ` - ° �Y: ` "t BY: " ! ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO. a w DEL DESCRIPTION: 2.5" BRASS DISC POINT ID NO. 1017, DESIGNATED AS ENC -17. INT. DATE LAN PREPA D UNDER SUPERVISION OF DATE: R.C.E. N0. 39726 ENGIN R 9 DOUGLAS E. LOGAN EXP. 1212 -31s RECOM NDED:. APP OVED: , JE E OWENS EDWARD J. MER 1 %I / oyo 2,'L Zp 2e nnTF' nn F GRADING & DRAINAGE PLAN FOR: 3800 CANYON DE ORO ENCINITAS, CA 92024 APN:264- 451 -33 14125-G LOCATION: CITY OF ENCINITAS BRASS DISC SET IN DROP INLET ON THE NORTH SIDE OF FORTUNA RANCH ROAD & 50 -FEEF SOUTH OF ADAM'S RUN PUBLIC WORKS IN THE CITY OF ENCINITAS. DOUGLAS E. LOGAN DATE PLANNING RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 427.88' DATUM: NAVOaB REVIEWER SENIOR ENGINEER DATE LNSPFCTnR SHFFT 1 nF 3 R: \Projects \7666 - HUGHES \7666- GP01.dwg 12/23/2019 1:39 PV W40 i r� z w CZ/) O CJ O cn W Z U W CD w Z z CD 0 z W J �Q Q I- w Un Q� O "\ O Ln Ln Z , <C O � r- Ln W ^ :2� O Q Lu z� �O wz W W zz CD O w3- FD 3/4" IRON PIPE WITH DISC ya �_ _ MARKED "RCE 19247" AS 9 SHOWN ON P.M. NO. 20831 O p 0 o 5 pp 0 000 O O 000 00 0 O ,\0 ^O O �p b' 0. a O\' cp• ,\'7 ^O ^. ^ • cb• O LIMITS OF GRADIN N N W 00 N W, z APN: 264 - 451 -08 C6 2:1 CUT SLOPE M 1 \ \ ~ \ 5: \1L 10 CA PAD @ 42 .0 \ \ 429.0 � ` =' ' \ \ 0 I 1 I EXISTING f20C —LINES DRAINAGE SWAL 10 ' O_ „ A 12�R! w RIM = 433.99' C I I �° � O IE= 427.00' ,1049 SEWER MA1 F OR-��N O 1a Y 0 In APN: 264- 451 -12 I II `'� APN: 264- 451 -07 Lo P� x OHO N88° 40' 54 "W 421.12' 0\ T \ o \ v �� �. E M• �` \ EXISTING ROCK -LINED EXISTING ROCK -LINED DRAINAGE SWALE i i i\ 6" EACI- WORK TO BE DONE: 1O DRAINAGE SWALE AROUND PAD @ 1.0% MIN. (TYP.) O2 24" SQUARE AREA DRAIN. O 6" PVC DRAIN PIPE @ 1.0% MIN. O 10' x 10' NO. 2 BACKING RIP -RAP DISSIPATER, PER D -40. O 6 -FT MASONRY FENCE PER COUNTY OF SAN DIEGO PDS -070 TO CREATE A 6 -FT FIRE WALL FACING NORTH FOOTING TO BE 16- INCHES THICK BY 2' -8" WIDE WITH 12"x12" KEY IN MIDDLE. O6 BROW DITCH PER D -75, OR ROCK -LINED DRAINAGE SWALE PER DETAIL THIS SHEET. O7 INSTALL DRIVEWAY APRON SIMILAR TO EXISTING, W/ 4" DRAINPIPE. O PCC HEADWALL, 18" WIDE x 6" THICK O9 5' x 5' NO. 2 BACKING RIP -RAP DISSIPATER, PER D -40. 10 INSTALL SEWER LATERAL WITH PUMP SYSTEM, CONNECT TO EXISTING WYE. \ DRAINAGE SWALE / \ E F G D H �' \-6" ROCK OVER MI \ \ \ \ $ \ \ �\ \o 400 GEOTEXTILE LINING. FW I \ \ \ \ � / � \ i � ROCK —LINED DRAINAGE SWALE NOT TO SCALE 3� \ \ EASEMENTS 12' WIDE PUBLIC TRAIL EASEMENT GRANTED TO THE CITY OF ENCINITAS ON NOVEMBER 12, 2019 AS DOCUMENT NO. 2 01 9 - 0521 47 0 OF OFFICIAL \ REMOVE kX STING / / RECORDS. MODIFIES ORIGINAL TRAIL ALIGNMENT. DRIVEWAY APRON © FUEL MODIFICATION ZONE / FIRE BREAK, PER DOC. NO. 2010-0440174. . . © BIOLOGICAL /WETLAND PRESERVATION OPEN SPACE EASEMENT GRANTED TO Owl Q� s / N88° 40 54' W 398.61' THE CITY OF ENCINITAS ON APRIL 13, 2010 AS DOCUMENT NO. LFD 3/4" IRON PIPE WITH 2010 - 0182384 OF OFFICIAL RECORDS. �w \ DISC MARKED "LS 7959" QD EXISTING PRIVATE ROAD AND UTILITY EASEMENT GRANTED TO HUGHES ON PER P.M. NO. 20831 MAY 13, 1977 AS DOCUMENT NO. 77- 182833 OF OFFICIAL RECORDS. 0 \ \/ / 0" \ E❑ EXISTING 60' I.O.D. FOR ROADWAY PURPOSES GRANTED TO THE COUNTY OF 2S / 5 E SAN DIEGO ON MARCH 29, 1978 AS DOCUMENT NO. 78- 122780 OF 00 FD 3/4" IRON PIPE WITH DISC MARKED "LS 7959" PER P 20831 0 ��.A C. n s � 1 N62 0 SLOPE OF NEW OFFICIAL RECORDS. DRIVEWAY TO MATCH EXISTING TERMS, PROVISIONS AND EASEMENT CONTAINED IN THE DOCUMENT EXISTING TRAIL. INSTALL 4" DRAIN PIPE UNDER P.C.C. PORTION IN A] EXISTING ROCK SWALE 5.6' MAX. CUT (E) GROUND 4' MAX. FILL ENTITLED "EASEMENT AGREEMENT" RECORDED ON SEPTEMBER 22, 1971 AS 435 - — -- 435 DOCUMENT NO. 215642 OF OFFICIAL RECORDS. _ __ _. - - - _ - - PROPOSED PAD @ 429.0- NO PLOT - OFFSITE 430 "" _� ----- ---- -- ..PROP. GROUND. _ 430 — _ ___ _ EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY 425 PROP GROUND -� -� _ 425 ON MARCH 14, 1978 AS DOCUMENT N0. 78- 099667 OF OFFICIAL RECORDS 420 . - - - - -- - - -- �� - - -- -_ 420 NO PLOT - OFFSITE 415 - - -415 (E) GROUND 410 — - -- 410 QROFESS ON 405 m _ u__ e____e _ ____ - = 405 P q RANCHO COASTAL ���Q° S E. �oc92 F" z ENGINEERING & SURVEYING CROSS SECTION A — A a c 39726 SINGLE SOURCE DEVELOPMENT CONSULTANT 1q. 310 310 VIA VERA CRUZ, #205 SCALES: '9rF clvl\- Fo��\ SAN MARCOS, CA. 92078 HORIZ: 1" = 20' OF OA0\ (760) 510 -3152 Ph / (760) 510 -3153 Fax VERT: 1" = 20' DESIGNED BY• AWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DEL BMw DEL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. N0. DESCRIPTION: 2.5" BRASS DISC POINT ID NO. 1017, DESIGNATED AS ENC -17. INT. DATE P, ANS PREP : ED UNDER SUPERVISION F RECOMM NDED: AP ED: GRADING &DRAINAGE PLAN FOR: LOCATION: CITY OF ENCINITAS BRASS DISC SET IN DROP INLET ON THE NORTH PUBLIC WORKS ������ e 14125-G SIDE OF FORTUNA RANCH ROAD & 50 -FEET SOUTH OF ADAM'S RUN DOUGLAS E. LOGAN DATE DATE: .S 3800 CANYON DE ORO ENCINITAS, CA 92024 IN THE CITY OF ENCINITAS. PLANNING JESS OWENS EDWARD J. ER R.C.E. N0. 39726 "� APN: 264- 451 -33 ELEVATONR0427C of ENCINITAS su�E�CONTROL voaaNETWORK SENIOR ENGINEER DATE REVIEWER ENGINEER Lt DATEE SHEET 2 OF 3 INSPECTOR DOUGLAS E. LOGAN EXP. 12 -31 -t9 1 -� ZD l GL ?iOti° R:\Projects\7666 — HUGHES \7666— GPO2.dwg 12/23/2019 1:22 PM OFFICIAL RECORDS. �F EXISTING TERMS, PROVISIONS AND EASEMENT CONTAINED IN THE DOCUMENT ENTITLED "GRANT OF EASEMENT" GRANTED TO DAVID J. RESNICK ON APN: 264 - 451 -34 MARCH 14, 2016 AS DOCUMENT NO. 16- 111249 OF OFFICIAL RECORDS. © EXISTING PIPELINES AND COMMUNICATION FACILITIES EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY ON JANUARY 13, 2017 AS DOCUMENT NO. 17 -20639 OF OFFICIAL RECORDS. _ EXISTING PARCEL 'D' PER DOCUMENT NO. 77- 182833, RECORDED ON MAY 13, 1977 OF OFFICIAL RECORDS. EXISTING PARCEL 'B' & 'C' PER DOCUMENT NO. 77- 182833, RECORDED ON MAY 13, 1977 OF OFFICIAL RECORDS. NO PLOT - OFFSITE EXISTING OFFER OF DEDICATION FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES GRANTED TO THE COUNTY OF SAN DIEGO ON MARCH 22, 1976 AS DOCUMENT NO. 76-083123 OF OFFICIAL RECORDS. NO PLOT - VACATED. EXISTING PUBLIC UTILITIES, INGRESS AND EGRESS AND INCIDENTAL PURPOSES EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY ON DECEMBER 28, 1955 AS BOOK 5919, PAGE 565 OF OFFICIAL RECORDS. NO PLOT - OFFSITE EXISTING TERMS PROVISIONS AND EASEMENT CONTAINED IN THE DOCUMENT 5.6' MAX. CUT (E) GROUND 4' MAX. FILL ENTITLED "EASEMENT AGREEMENT" RECORDED ON SEPTEMBER 22, 1971 AS 435 - — -- 435 DOCUMENT NO. 215642 OF OFFICIAL RECORDS. _ __ _. - - - _ - - PROPOSED PAD @ 429.0- NO PLOT - OFFSITE 430 "" _� ----- ---- -- ..PROP. GROUND. _ 430 — _ ___ _ EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY 425 PROP GROUND -� -� _ 425 ON MARCH 14, 1978 AS DOCUMENT N0. 78- 099667 OF OFFICIAL RECORDS 420 . - - - - -- - - -- �� - - -- -_ 420 NO PLOT - OFFSITE 415 - - -415 (E) GROUND 410 — - -- 410 QROFESS ON 405 m _ u__ e____e _ ____ - = 405 P q RANCHO COASTAL ���Q° S E. �oc92 F" z ENGINEERING & SURVEYING CROSS SECTION A — A a c 39726 SINGLE SOURCE DEVELOPMENT CONSULTANT 1q. 310 310 VIA VERA CRUZ, #205 SCALES: '9rF clvl\- Fo��\ SAN MARCOS, CA. 92078 HORIZ: 1" = 20' OF OA0\ (760) 510 -3152 Ph / (760) 510 -3153 Fax VERT: 1" = 20' DESIGNED BY• AWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DEL BMw DEL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. N0. DESCRIPTION: 2.5" BRASS DISC POINT ID NO. 1017, DESIGNATED AS ENC -17. INT. DATE P, ANS PREP : ED UNDER SUPERVISION F RECOMM NDED: AP ED: GRADING &DRAINAGE PLAN FOR: LOCATION: CITY OF ENCINITAS BRASS DISC SET IN DROP INLET ON THE NORTH PUBLIC WORKS ������ e 14125-G SIDE OF FORTUNA RANCH ROAD & 50 -FEET SOUTH OF ADAM'S RUN DOUGLAS E. LOGAN DATE DATE: .S 3800 CANYON DE ORO ENCINITAS, CA 92024 IN THE CITY OF ENCINITAS. PLANNING JESS OWENS EDWARD J. ER R.C.E. N0. 39726 "� APN: 264- 451 -33 ELEVATONR0427C of ENCINITAS su�E�CONTROL voaaNETWORK SENIOR ENGINEER DATE REVIEWER ENGINEER Lt DATEE SHEET 2 OF 3 INSPECTOR DOUGLAS E. LOGAN EXP. 12 -31 -t9 1 -� ZD l GL ?iOti° R:\Projects\7666 — HUGHES \7666— GPO2.dwg 12/23/2019 1:22 PM 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 FAVILIAR 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. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JERRY HUGHES AT JERRY@HUGHESCIRCUITS.COM, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE; DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED T 0 R P D A R SH 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. SILT FENCE ( TYP. ) a cq N w 00 N RA D N88' 40' 54 "W 421.12' 771 FIBER ROLLS ` VAV�3s o '400_ (TY\ \ FIBER RbLLS _ (TYP.) J PAD ®430.0 \ GRAVEL BAG \\ \ CHECK DAM (TYP.) C i �R HYDROSEED NOTE: PAD & SLOPE TO BE HYDROSEEDED UPON COMPLETION OF GRADING. EXISTING GROUND 20'MIN. PROFILE 1 -1/2" CRUSHED I ROCK CONSTRUCTION ENTRANCE N88' 40' 54 "W 398.61' I�p E /01 LEGEND FUEL MODIFICATION ZONE ate, PROPERTY BOUNDARY - - 0 �o� �60� X000 SILT FENCE CONSTRUCTION ENTRANCE 0 GRAVEL BAGS .00000. FIBER ROLLS FIR 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. IIIWY, -III 1= III =111- H I I ll 11 -1I i= 2. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. I,I� I LIIIII . IN (10 CM) 3. BACKFILL AND COMPACT THE EXCAVATED SOIL. (((�(�����I I� �I�I FILTER FABRIC r III =1i1 lil =lil =1 WIRE_ TYPICAL FIBER ROLL INSTALLATION /�- /� 11111111111111111111111 =111 = 11111111111111111 = NO SCALE sC -5 I- RIGHT -OF -WAY PUBLIC RIGHT -OF -WAY SILT FENCE DETAIL NOT TO SCALE PLAN -PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT -OF -WAY STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE 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 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. y APPROVED DATE BENCHMARK mox DES D DRAMW BY: CHECDDEL BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO. DEL DESCRIPTION: 2.5" BRASS DISC POINT ID NO. 1017, DESIGNATED AS ENC -17. INT. I DATE L PREPAF UNDER SUPERVISION OF DATE:�,cc R.C.E. N0. 39726 ENGINEER L1 DOUGLAS E. LOGAN EXP. 12 -31 -t9 RECOMMENDED: APPROV D: � JESAOWENS EDWARD J. WIM ` �LZ /�� DATE DATE EROSION CONTROL PLAN FOR: 3800 CANYON DE ORO ENCINITAS, CA 92024 APN:264- 451 -33 NOTE• y y 1 • �,�,�,�,� ;',�'% INSTALL FIBER ROLL LOCATION: CITY OF ENCINITAS BRASS DISC SET IN DROP INLET ON THE NORTH PUBLIC WORKS ALONG A LEVEL CONTOUR. SIDE OF FORTUNA RANCH ROAD & 50 -FEET SOUTH OF ADAMS RUN DOUGLAS E. LOGAN DATE IN THE CITY OF ENCINITAS. PLANNING RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 427.88' DATUM: NAVD88 y y Fiber rolls ([`ox 2m SHEET 3 OF 3 VERTICAL SPACING y MEASURED ALONG 7HE ''x4; %'� III y y FACE OF THE SLOPE ' VARIES BETWEEN y INSTALL A FIBER ROLL NEAR 2.4 M AND 6.0 M SLOPE WHERE IT 7RANSITIONS „ INTO A STEEPER SLOPE (((�(�����I I� �I�I FILTER FABRIC r III =1i1 lil =lil =1 WIRE_ TYPICAL FIBER ROLL INSTALLATION /�- /� 11111111111111111111111 =111 = 11111111111111111 = NO SCALE sC -5 I- RIGHT -OF -WAY PUBLIC RIGHT -OF -WAY SILT FENCE DETAIL NOT TO SCALE PLAN -PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT -OF -WAY STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE 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 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 DES D DRAMW BY: CHECDDEL BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO. DEL DESCRIPTION: 2.5" BRASS DISC POINT ID NO. 1017, DESIGNATED AS ENC -17. INT. I DATE L PREPAF UNDER SUPERVISION OF DATE:�,cc R.C.E. N0. 39726 ENGINEER L1 DOUGLAS E. LOGAN EXP. 12 -31 -t9 RECOMMENDED: APPROV D: � JESAOWENS EDWARD J. WIM ` �LZ /�� DATE DATE EROSION CONTROL PLAN FOR: 3800 CANYON DE ORO ENCINITAS, CA 92024 APN:264- 451 -33 14125 - G LOCATION: CITY OF ENCINITAS BRASS DISC SET IN DROP INLET ON THE NORTH PUBLIC WORKS SIDE OF FORTUNA RANCH ROAD & 50 -FEET SOUTH OF ADAMS RUN DOUGLAS E. LOGAN DATE IN THE CITY OF ENCINITAS. PLANNING RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 427.88' DATUM: NAVD88 REVIEWER SENIOR ENGINEER DATE INSPECTOR SHEET 3 OF 3 R: \Projects \7666 - HUGHES \7666- GP03.dwg 12/23/2019 1: 33 PM 1 r►ii i 0 z W ( O U a U W zU W � WI 0 Z O C� p Z W Q Q < � W Q � Ln Q O L(7 L.LJ CD TSD Z W Z C5 O Z = W a_