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2015-12401-G (Plans)RIGHT OF WAY NOTE EROSION CONTROL APN: 264- 223 -23 APN: 264 - 223 -17 APN: 264 - 223 -22 2LI's 2 OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1, IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE JONES AT (760)420 -9598, 2 N 87'32'00" E 925.34' SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF T HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN / S 24 HOURS A DAY. �� �. - - - - - - - - - - - - - - - - DR=107'24" ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE R= 170.00' S 2 OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL I OPEN SPACE (2012 EDITION). S 0630'35" E TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS PER DOC. LZ 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL O DRAINAGE NOTE CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996 SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE NO R= 360.00' RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS �5-0�'�ZQ I� NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS 7' S 06 °47'14" W S IMMINENT. RECD 22,73' 1 TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED 3 Y 2 TO AN APPROVED DRAINAGE FACILITY. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL t, Z P PROPERTY LINE: OF THE ENGINEERING INSPECTOR. APN: 264- 241 -22 N 7434,3�\` APN: 264- UTILITY NOTE EASEMENT LINE: ......................... ............................... - - - - - - - 241 -26 W EX. EDGE OF PAVEMENT 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION 675.00' ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. GENERAL NOTES 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE APN: 264 - 241 -23 N 89`28'08" W 311.4 4 REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR - - - - -- 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. APN: 264 - 241 -24 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF EASEMENT LEGEND: 5 THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO APN: 264 - 241 -25 CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY FOLLOWING EASEMENT PLOTTED PER MAP N0. & TITLE REPORT ANY REQUEST FOR INSPECTION. UNSAFE. NO. BY CHICAGO TITLE DATED 05 -05 -2015, ORDER N0. 12203324 - 996 -050 2. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION PROPOSED S.F.R., 2568 LONE JACK 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE O RECREATIONAL TRAIL EASEMENT GRANTED TO O3 ACCESS AND DRAINAGE EASEMENT GRANTED TO ROAD PREPARED BY BELFAST ENGINEERING LLC DATED 05/08/2015 PROJECT# 0096 - 001 -00. INCORPORATED HEREON. THE CITY ENCINITAS, RECORDED FEB 17, DANIEL AND SALLY LAWRENCE, RECORDED AND UPDATE LETTER TITLED "TRANSFER OF GEOTECHNICAL RESPONSIBILITY" DATED 04 16 18 8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF FI 1999' AS FILE 1999- 0094719. OCTOBER 08, 2012, AS FILE 2012 - 0612288. (ITEM 19) PREPARED BY GEOTECHNICAL EXPLORATION, INC., PROJECT NO. 18 -11869 SHALL BE SLOPE AT THE CONCLUSION OF EACH WORK DAY. FOLLOWING EASEMENTS PLOTTER PER CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN PRELIMINARY TITLE REPORT PROVIDED BY ® EASEMENT FOR INGRESS AND EGRESS AS ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH "CHICAGO TITLE" ORDER NO. DESCRIBED IN PARCEL 2 OF TITLE REPORT. S WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY 12203324- 996 -U50, DATED MAY 23, 2014. C 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. O EASEMENT FOR INGRESS AND EGRESS AS 2 OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. O PUBLIC UTILITY EASEMENT GRANTED TO SAN DESCRIBED IN PARCEL 3 OF TITLE REPORT. � 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPf IMP NOTES DIEGO GAS AND ELECTRIC COMPANY, RECORDED OCTOBER 04, 1999, AS FILE 1999- 0671097. 5. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS (ITEM 12) CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE 2 PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE SOILS ENGINEERS CERTIFICATE Q REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. PUBLIC STORM DRAIN SYSTEM. I, JAIME A. CERROS, A REGISTERED CIVIL AND GEOTECHNICAL ENGINEER IN THE STATE OF 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL CERTIFY THAT AS NEW SOILS ENGINEER OF RECORD I AM ASSUMING RESPONSIBILITY ON THE ENGINEER OR A LICENSED LAND SURVEYOR. SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. GEOTECHNICAL ASPECTS OF THE PROJECT AFTER REVIEWING THE REPORT OF GEOTECHNICAL INVESTIGATION FOR THE PROJECT PREPARED BY BELFAST ENGINEERING LLC, WHO PERFORMED L 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN THIS SITE ON MAY 5, 2015. A SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THE STUDY, WITH THE RECOMMENDATIONS, SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. DISCHARGE FROM THE SITE, ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. SIGNED: 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR RCE NO.: 34422/GE2007 HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND QROFESSioN9 �Fy ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE DISCHARGE IT TO AN ADEQUATE IMP /BMP. EXP. DATE: 09/30/2019 e� A. CFp SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. y �P dos 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR JOB #: 0096 - 001- 00(BELFAST ENGINEERING LLC); z 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE ALTERED WITHOUT A PERMIT FROM THE CITY. GEI JOB NO. 18 -11869 EXP.09/30/19 WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE sr FeoTECHN�r. Q CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY COMPANY: GEOTECHNICAL EXPLORATION, INC. 9TF CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE ADDRESS: 420 TRADE ST. OF CALIF HAULING OPERATION. OBTAINED. SAN DIEGO CA, 92121 PHONE: (858)549-7222 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL "AS 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STATEMENT OF ENGINEER OF WORK GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN GRADED CERTIFICATION" STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 12401 -G HAS BEEN SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS OIL /GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS REQUIRED FOR THIS STRUCTURE. CITY OF ENCINITAS AN ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR ARE ACCEPTABLE FOR THEIR INTENDED USE. NOTIFICATIONS BODILY INJURY ARISI SOLELY FRO THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /H R AGENTS OR MPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE AGENCY AND EMPLO ME T AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, SIGNATURE: DATE: PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO DOU E. LOGAN PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE ESS /ON 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR QROF COMPANY:RANCHO COASTAL ENGINEERING & SURVEYING INC. ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND ADDRESS: 310 VIA VERA CRUZ. 9205 MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL NOTIFICATION OF COMMENCEMENT OF WORK: PHONE NUMBER: 760 - 510 - 3152 IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM A. SEWERS - CSD - (760) -633 -2770 RCE EXPIRES: 12/31/2019 c 39726 a NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 sT P RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE D. TELEPHONE - SBC BELL - (760)- 489 -3411 CIvI� t' IMPERVIOUS AREA 9TF WITH SPECIFICATIONS. E. CABLE TV - COX COMMUNICATIONS- (760) -806 -9809 X -2233 OF CA,0� IMPERVIOUS AREA PRIOR TO CONSTRUCTION: .0' SQFT 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO IMPERVIOUS AREA AFTER CONSTRUCTION: 22.136 SQFT SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. INCREASE IN IMPERVIOUS AREA: 22.136 SQFT SHEET 1 SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND SHEET 2 LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. IMPERVIOUS AREA REPLACED: .0' SQFT EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED PHONE: (760)633 -2770 ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION SHEET 3 21'36'49" W W WORK T TO BE DONE 2LI's 2 25.50' T THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE D DONE ACCORDING TO THE / S SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF T THESE PLANS AND / S STANDARD DRAWINGS: DR=107'24" R= 170.00' S STANDARD SPECIFICATIONS L =83.44 1 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC W WORKS CONSTRUCTION 1 ( (2012 EDITION). S 0630'35" E 44.70' 2 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL O OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996 1 =13 °17'48" E EDITION). R= 360.00' 8' L=83.55 3 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006. 7' S 06 °47'14" W S STANDARD DRAWINGS 22,73' 1 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS - -APRIL 2006. Y 2 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. DESCRIPTION STD DWG S SYMBOL Z P PROPERTY LINE: EASEMENT LINE: ......................... ............................... - - - - - - - KEY MAP E EX. EDGE OF PAVEMENT SCALE: 1" = 100' N E EX. WOOD FENCE ........................ ............................... X X A.C. SPILLWAY ....................... .....D- 22...................... (� 5 2 1O LEUCADIA BLVD O SITE O2 OLIVENHAIN RD O O RANCHO SANTA FE RD 5 4 LONE JACK RD O O5 COPPER CREST RD � 8 © ENCINITAS BLVD N O VICINITY MAPO SANTA FE DR T.B. PG. 1168 -133 ® EL CAMINO REAL NOT TO SCALE 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 INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, 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 PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: DATE: S ^4-/f ST THERFORD SHEET INDEX SIGNATURE: DATE: 5- -)& LAURA ERFORD COVER SHEET GRADING PLAN EROSION CONTROL PLAN & NOTES SHALL A BE REMOVED H NDHE IMOSE GRADING OF. THE ORDINANCE. AND TOP OF ALL SLOPES SHALL BE ROUNDED WILL BE SUBJECT TO REJECTION AND REMOVAL. (AREA OF DRIVEWAY: 8.989 1 BMP PROJECT STATUS PRIORITY - F MP TOTAL AREA OF LAND DISTURBANCE RANCHO COASTAL PRIORITY STORMWATER TREATMENT FACILITIES TO BE 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED EARTHWORK 45,459 S.F. / 1.04 ACRES ENGINEERING &SURVEYING MAINTAINED BY HOMEOWNER IN ACCORDANCE WITH OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H: 1 V: "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY MAXIMUM VERTICAL DEPTH OF CUT = 6 -FT. SINGLE SOURCE DEVELOPMENT CONSULTANT TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" DEBRIS. APPROVAL OF LOCATION PRIOR DEBRIS FILL SHALL BE SECURED FROM THE SOILS MAXIMUM VERTICAL DEPTH OF FILL = 4 -FT, WDID #1 M � � F 3 Z 6 0 310 VIA VERA CRUZ, #205 RECORDED ON: ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. CUT = 2.500 C.Y. FILL = 1.240 C.Y. SAN MARCOS, CA. 92078 (� 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN *SEE OWNERS SWPPP STATEMENT ON SHEET 3. (760) 510 -3152 Ph / (760) 510 -3153 Fax AS DOC. #:2o I V D I I u I Z I 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 EXPORT = 1.260 C.Y. ENCINITAS FIRE DEPARTMENT PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO REMEDIAL = 2.500 C.Y. PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION O.M.W.D. 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 NOTE: EARTHWORK QUANTITIES ARE THEORETICAL ONLY AND DO NOT INCLUDE SPOILS, SHRINKAGE, OR SWELLING. LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED � _ �����✓/,,��.,/JJ IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE $• l !S / �,Q -/$ r_1 As f""v,�/(j`/ PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. IGN' DATE SIGN DATE SIGN DATE rN DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESICNE Y: RAWN BY: CHECKED BY: ENGINE RING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING N0. DEL' BMW DEL DESCRIPTION: 2.5" BRASS DISC ANS WPREP Q ED UNDER SUPERVISION OF ,/ RE M APPROVED: GRADING PLAN FOR: ` LOCATION: IN THE NE COR. OF AN ELECTRICAL VAULT HORIZONTAL: N/A DATE: I "'� WEATHERFORD RESIDENCE 240 -G AT THE SE COR. OF THE INTERSECTION OF DOUGLAS E. LOGAN 2568 LONE JACK RD LONE JACK RD & DOUBLE LL RANCH RD E NOWAK CHRISTOPHER L. M DOSKU OLIVENHAIN, CA VERTICAL: N A R.C.E. NO. 39726 RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK EN ER &-57-2o/g: ELEVATION: 203.160' DATUM: NAVD 88 REVIEWER INSPECTOR SENIOR ENGINEER DOUGLAS E. LOGAN EXP. 12 -31 -19 DA DATE APN: 264- 241 -26 SHEET 1 OF 3 R: \Projects \7314 - Talbot Weatherford \7314- GP01.dwg 4/30/2018 11:31 AM C� .4) M FI C.� z w O � U � O O Ld Z U U LEI CD LiJ :D z �o Z W J J Q Q � ~ w V) O� U O N LO Z � Q O Ln W ^ :2 O Q c0 Z (n O i Z W W LLJ Z Z CD O Z = LLJ a. 36" WORK TO BE DONE R. O OF EXISTING NON- STANDARD DRIVEWAY �f'yLiI- 18" Ilk 18" TO REMAIN. O2 16' PAVED /18' GRADED DRIVEWAY PER SECTION THIS SHEET. A HEAVY BROOM 6" BURY 9" \ ' FINISH TO BE ADDED @ ALL TRAIL EACH SIDE 2'1 CROSSINGS. 6" ROCK OVER MIRAFI FW O BIO RETENTION BASIN PER DETAIL THIS 400 GEOTEXTILE LINING. SHEET AREA= 3,900 S.F. ROCK -LINED DRAINAGE SWALE O4 6" SO. AREA DRAIN. NOT TO SCALE O5 4" PVC /ABS DRAIN PIPE @ 1.0% (MIN.) \I / O6 5'x5' TYPE 1, NO. 2 BACKING DEPRESSED RIP -RAP DISSIPATOR PER D -40. / 12 O7 EARTHEN SWALE @ TOP OF CUT SLOPE `" ° 4" SEWER LATERAL - v °- N N N N @ 2.0% (MIN.) W/ 16 v N 3 -FT. COVER (MIN.) _- - - -� a � -� - - -- - 212.0 FL °o -v _ _ - - _ .6 - - 777, - Q100 2 C ry �o4Y' - - - -- 230 _ N 8732'00" E 925.34'- _ _ / X100_ 27 FPS UTILITY EASEMENT,/ _ 232 - - -- - SEE SHEET 1 1E ti� C . (TYP.) S 2 / 2 8 ry S L�6 nw/ 7 .2g� 11 J orn00� �� \ NNNNNN NNN� R 100 C,4 / 0`�1 Op''� .> 1 p c' /MOD ZONE. o 0 0 GYM p O S PS � \ F- 23275 2I 30I . I TG I ER DETAIL SHEET 3. 2.5: � 2 2320 g � N 100 FUEL 32 0 MOD ZONE. 209.0 IE CONSTRUCT "C -4 RETAINING WALL PER ° 'ter o o + m 1 .D.R.S.D. STANDARDS. > V100J =3.82 BPS 209 O 6" PVC /ABS DRAIN PIPE, OUTLET INTO N� CUT SLOPE @ 2:1 0 / �I \ N / �O� �j' 6° PERF. ° N v RIP -RAP. SEE PLAN FOR SIZE & SLOPE. 1 MAX. UNDULATE ti d < v� 3 900 S.F. iv SLOPE! / ' (219.0)f 1g, EL =209.0 PPE I 10 TYPE "A" AC BERM PER S.D.R.S.D. G -5 ti� /� O / �(v 6" C / / HP ' �� / 1� ZG a /< pV l/ 2 Tr 209 50 8„ PVC ABS 16' S =1.7% (MIN.))g 241 �� ti � �G ° N; �,� 23 �. 9 S, �A @S ie 209.0 IE 2p5.75 �E g / 11 CONSTRUCT A.C. SPILLWAY PER S.D.R.S.D. / / 2 // Qwc�j 231 4 TG 122q p 14 VI D -22. i 23 9 / �� O / N 4 1e -° 40° tMl1y� / AVFD V100 =2.1 FPS 9 ° ° 12 CONSTRUCT ROCK LINED SWALE PER /� /� y�� %rC / Q������ ° d, STAIRS i / 13 CnON "Q�ea -10 I DETAIL THIS SHEET. / O ''1 C'1 M °' m n FItL SLOPE @ 4:1 o C b Q� �QPO J N C'4 2:1 2:1 CUT / �,R n °° 1 .s a � N N N N N MAX. UNDULATE 13 CONSTRUCT EMERGENCY OVERFLOW FOR / 23g N N a r, g 9.0 IE v d 2 / N SLOPE 8 1 h / 3 2 0 �, o Q100 =1.54 CFS _ °00 - -2 BIO RETENTION BASIN, SEE DETAIL THIS 8 36 TG 0 �( 3� l > /F _ V100 =7.92 FPS, MH N0. SHEET. 9 21 M , . 40+96.29 j/ O °` p /�G 9 PER W.O. 03- 88 -43 -1 14 CONSTRUCT P.C.C. CUTOFF WALL @ PIPE 2A / 5 0 0 OUTLET PER CITY STANDARDS. / N ° 208 I 1., IE =197.1 to 7 22 / o, ° 7 N 11 I o 3 15 INSTALL 36" CORRUGATED PIPE INLET PER 3 8S / 1 �p 13 N 206, I D -16. TRANSITION ROCK -LINED SWALE °S /FG c�QP 2.5.1 2 N F� j 206.0 IE I APPROX. LOCATION OF INTO PIPE SMOOTHLY. ?S• O Fz� 2:1 PpO� PPP 272 Q100 =2.57 CFS I I (E) 8" SEWER MAIN 16 INSTALL SEWER LATERAL PER S.D.R.S.D. i / I NO A V100 =7.35 FPS I D PER W.O. 03- 88 -43 -1 6 ORS � ! A wAY S I � otc! 1 239 d N / 1 N A �I In GARAGE;/ 2385 FMZ 6 204.35 IE I ° TG N N 10 Q100 =3.3 CFS o ^\ / (TYP.) 4 N 4 V100 =3.4 FPS o D FILL SLOPE @ 2.1 N o J /;, 3aa MAX. UNDULATE NN O I a 238. FIRE �� SLOPE �� ) / 03 1� p _� 0 TW TURNAROUND - -- ° °o DRAINAGE EASEMENT, -------DRAINAGE SEE SHEET 1� N , `38.0 BW 2�I ° ° 3 ° 28 (R) X55 0� N / 1 434 / 100 FUEL ° 'R SPATE EASEMENT �y� I 2a 1S'00 W 6 ' Z ti �� m MOD ZONE. N �'.� 6 ° S9 °�0 5 , � � , 36' (R) N � / C• • � IZ ��' I . �� � 9, 1 Q100=0.2 CF S "v 20 r ° n I $ MH N0. 8 \ V1DD =1.2 FPS ��' O g ° ° - �C• kJG 201 I N PER W.O. 03-88-43-1 43 DEEP ROOTED, DENSE, DROUGHT TOLERANT 2' GRADED PLANTING SUITABLE FOR WELL DRAINED SOIL ��0�0 ��� / w �Lx�9 2% (E) FENCE IE =189.6 SHOULDER PER DWY ti ^�� O 0 .. o '� TO REMAIN I I ,y DETAIL THIS SHEET. 30 CONCRETE AREA DRAIN L tijh' g ��� 1 _ ��O N n a, / 3 APPROX. LOCATION 2% BOX W/ GRATED INLET L tij`L �� 0 y� N m / n. I OF (E) WATER 12" MIN. 3:1 SLOPE O�h�O �0p�e� R, w N 00 I o W n METER. 10" V1 0 Lc' x O G' A 3: 18" MIN -N�� ��� 4p / N 9 8 8' W 11. T I I ENGINEERED SOIL 7% *SEE NOTE BELOW rV y 10 0 cs _ `v °� 80' (R) 30' 2 " -3" OF 3/8" GRAVE 00 i u� 6„ PERFORATED PVC PIPE (V2) 18" MIN. W/ PERFORATIONS @ INVERT ACCESS EASEMENT - -� -- - -- - - - - -- - �� ACCESS EASEMENT, ** SEE NOTE ALONG LENGTH OF IMP ' FMZ SEE SHEET 1. /0 36' (R) / .� BELOW � SEE SHEET 1 - ° 60' 3/8 "X16" STAINLESS R 3" MIN ANCHOR BOLTS WITH GRAVEL STORAGE LAYER 18 GRADED .O. W SOLID 6" PVC /ABS DRAIN PIPE. WING TYPE NUTS (TYP.) OUTLET TO (E) GROUND RESTRICTOR PLATE PER DETAIL THIS SHEET 1' 16' A.C. 1' TRAIL N 0 T E • ORIFICE =1.07' 6 PERFORATED • * RESTRICTOR PLATE DRIVEWAY BIORETENTION "ENGINEERED SOIL' LAYER SHALL BE MINIMUM 18" DEEP SANDY � PVC PIPE 2:1 SLOPES 8' 8' AC BERM PER (MAX.) LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL BOTTOM OF BASIN „ SDRSD G -1 CONCRETE 2 :1 TRAIL IS TO REMAIN OPEN CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% 3 GRAVEL HEADWALL AC BERM PER SLOPES DURING CONSTRUCTION BELOW TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO 3• SDRSD G -1 UNDERDRAIN �' 1(�j 5'x5'x1 FREE OF NOXIOUS WEEDS. MIN. PERK RATE = 5 IN. /HR. �qI) N0. 2 2% 2% QROF ESS /p * *18" OF 3/4" CRUSHED ROCK LAYER, WITH MIN. 40% POROSITY. ___________�� BACKING -� ? ���� °BPS E• <N9�Fy N RIP -RAP h of °c9 c BIORETENTION BASIN (PER INF-2) EX. GROUND v-- Z, 2 m 20 10 0 20 40 INFLOW 3' A.C. OVER 4 CL. II BASE C 39726 NOT TO SCALE RISER OR PER SOILS ENGINEER _ WALL 3/8 "X16" PIPE PER III III RECOMMENDATIONS. s Q "a PLAN. r clvl� SCALE IN FEET STAINLESS ANCHOR = of cA� SCALE: 1" = 20' / BOLTS WITH WING _ 2 2„ GALVANIZED TYPE NUTS (TYP.) BIO BASIN ER = PER SDRSD RET WALL TOP SLOPE �9 TOP SLOPE STEEL PLATE / -�. DRIVEWAY SECTION C -4, WHERE @ 210.0 83 @ 210.0 i �� NOTE- ORIFICE PLATE AND A 6" PERFORATED APPLICABLE PIPE ; FLANGE CONNECTION TO 0 NOT TO SCALE 5> ORIFICE 1 .07".'--' 07 0 O 'FITTED CONCRETE WTH 30SHALL DUROMETER -B • 3" A.C. OVER 4" CL. II BASE OR PER SOILS ENGINEER SECTION B NEOPRENE RING NOT O SCALE RECOMMENDATIONS. MUST BE DESIGNED TO ACCOMODATE 75,000 LB. FIRE TRUCK LOAD. BASIN EMERGENCY OVERFLOW DETAIL RESTRICTOR PLATE DETAIL ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13' -6 ". NOT TO SCALE NOT TO SCALE R: \Projects\731 4- Talbot Weatherford \7314- GPO2.dwg 4/30/2018 11: 37 II D U Z C7 Li tY � ccO U O W Z_ U W(_D W =D Z_ O Op z W J J Q Q � H- (n W Q � O� U O N S ao Lj �CD Q0 z� I � 0 CL' Z W W W zz C5 O Z = W d CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGN Br: DRAWN BY: CHECKED BY: ENGINE RING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. D BMW DEL DESCRIPTION: 15" BRASS DISC HORIZONTAL: 1 " =20' VERTICAL: N/A � PLANS PREPA, D UNDER SUPERVISION OF Q f DATE: ' v Ia �� R.C.E. N0. 39726 ENGINEER DOUGLAS E. LOGAN EXP. 12 -31 -19 REC M D t APPROVED: STE NOWAK CHRISTOPHER L. MA OSKU ,L �'SZDi£s! DA DATE GRADING PLAN FOR: WEATHERFORD RESIDENCE 2568 LONE JACK RD OLIVENHAIN CA ' APN: 264- 241 -26 12401 -G LOCATION: IN THE NE COR. OF AN ELECTRICAL VAULT AT THE SE COR. OF THE INTERSECTION OF DOUGLAS E. LOGAN LONE JACK RD & DOUBLE LL RANCH RD RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 203.160' DATUM: NAVD 88 REVIEWER INSPECTOR SENIOR ENGINEER SHEET 2 OF 3 R: \Projects\731 4- Talbot Weatherford \7314- GPO2.dwg 4/30/2018 11: 37 II D U Z C7 Li tY � ccO U O W Z_ U W(_D W =D Z_ O Op z W J J Q Q � H- (n W Q � O� U O N S ao Lj �CD Q0 z� I � 0 CL' Z W W W zz C5 O Z = W d STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT • CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS • A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES • A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF —SITE. EROSION CONTROL • EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. • NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. • DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. • REMOVE EXISTING VEGETATION 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. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON— COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED 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. OWNERS STATEMENT FOR SWPPP PROJECTS: IN THE CASE IN WHICH A PROJECT PROPOSES LAND DISTURBANCE OF ONE ACRE OR MORE, AN ADDITIONAL CERTIFICATION WILL BE REQUIRED. THE OWNER /DEVELOPER SHALL EXECUTE THE STATEMENT BELOW. DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD ( SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGE OF STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) SHALL BE FILED WITH THE SWRCB A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO. 12401 —G AND BY SWRCB NO. R9- 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. R9- 2009 -0001. NOI # o iy 13q C3 W6 0 E L4 0 0S- q -le 91-11 STEVE WEATIIERf,ORD�OWNER) LAURA WEATHER EARTHEN SWALE CAD CUT SLOPE NOT TO SCALE (OWNER) TYPICAL BERM AT THE TOP OF ALL FILL SLOPES 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. N 2. ATTACH THE FILTER FABRIC TO THE POSTS & EXTEND INTO TRENCH 4 IN (10 CM) FIL' 3. BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE -3 BAGS HIGH (MAX.) 2 BAGS HIGH (MIN.) NOTE: LOWER BAG ROW TO BE BURIED 6" UNDER GRADE. NO SCALE GRAVEL BAG CHECK DAM EXISTINC GROUND 50'MIN. BLIC RIGHT - OF —WAY LIC RIGHT —OF —WAY I r r- 0 z 1T1 L A C7 D 7 t 1-1/2" CRUSHED ROCK l i PLAN `PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT —OF —WAY STABILIZED CONSTRUCTION ENTRANCE NO 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 SCALE AS -BUILT DESIGNED Y: DRAWN B HECKED 6Y: Y: C ENGIN ERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DE BMW DEL DESCRIPTION: 2.5" BRASS DISC HORIZONTAL: 1 " =40' VERTICAL: N/A PANS PREPARED UNDER SUPERVISION OF DATE: � /I R.C.E. N0. 39726 EN R DOUGLAS E. LOGAN EXP. 12 -31 -19 R COM EN E APPROVED: S VE N A CHRISTO HER L. MAG OSKU ��. -�� ���.Zp��i DATE DATE EROSION CONTROL PLAN FOR: WEATHERFORD RESIDENCE 2568 LONE JACK RD OLIVENHAIN, CA Al 264 - 241 -26 12401 -G LOCATION: IN THE NE COR. OF AN ELECTRICAL VAULT AT THE SE COR. OF THE INTERSECTION OF DOUGLAS E. LOGAN LONE JACK RD & DOUBLE LL RANCH RD RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 203.160' DATUM: NAVD 88 REVIEWER INSPECTOR SENIOR ENGINEER SHEET 3 OF 3 R: \Projects \7314 — Talbot Weatherford \7314— GPO3.dwg 4/11/2018 3:03 PM Li C � D O U Z3 0 � W iJ CD J:mm) O �0 iJ J J Q n W D N LO I t O K Ln iJ O � O no K z J iJ W 50 LJ