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LDEV-011592-2020 (Plans)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 HE RESPONSIBILITY OF HE 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 HIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE NH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, HE 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 UPDATED GEOTECHNICAL REPORT FOR PROPOSED ONE-STORY S.F.R. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION NHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION NH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. HE SIGNIFICANCE OF HE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH HE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICA COMMUNITY. HE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH HE 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, HE PERSON RESPONSIBLE FOR HE 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 HE 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 HE 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 HE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR HE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WHIN 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. HE NAHC WOULD MAKE A DETERMINATION AS TO HE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT INSITU(1N 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 I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT McCULLOUGH DESIGN DEVELOPMENT - DAAN ZIJLSTRA AT 858-204-8163 , 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING HE 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 HE APPROVAL OF HE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO HE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. HE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY HE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. HE 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. APN: 216-122-42 5 APN: 216-122-43 STORMWATER POLLUTION CONTROL POST CONSTRUCTION 62, �� / A 5 SHALL TAKE ANY NECESSAR• CONTRACTORDURNG DLL JACL TONS IOR B /�R gg3 E'Q \ 58960 PROPERTIES GRADING OPERATIONSDESTROYED SHAPROTECT ANYTHING DAMAGEED BEN REPLACED BMP/IMP NOTES 92 �" -- 9g10" OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 1S 1''4A �6=14• S� SEE SHEET 3 h9 R-8300 \ 5�4669 0gf 6. HE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED L'2151 1 0/' OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A W LICENSED LAND SURVEYOR. NOTIFICATIONS / - PROP. h, - DWY 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 1THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE v1 N / o h y SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL . PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE C �m SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. HERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR N h N 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1 /2) MILE OF A STRUCTURE FOR HUMAN IS REQUIRED TAKE DUE PRECAUTIONARY MEASURES PROTECT ANY EXISTING UTILITIES OR ,a w - PROPOSED 2 m STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT N RESIDENCE w OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN HE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: a o 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE-CONSTRUCTION MEETING HAS BEEN HELD A. SEWERS - CSD/ESD - (760)-633-2770 LWD 760-753-0156 < o z 0 0 n ci ONSITE WITH HE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, B. GAS & ELECTRIC - SDGE - (760)-438-6200 - e GRADING CONTRACTOR AND PERMITTEE. HE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH C. WATER - S.D.W.D. - 1-800-227-2600 _ i D TELEPHONE - SEC BELL - (760)-489-3411 WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO HE SPECIAL PROVISIONS, AND HE 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 .................................... EXIST. CONTOURS............................................... EXIST. FENCE ......... ......... ............. p EXIST. RETAINING WALL ........................................ PROP. CONTOUR ......... ......... ............ 385 PROP. PERVIOUS PAVEMENT DRIVEWAY ............... __.. PROP. PERVIOUS PAVERS ....................................... PROP. CONCRETE ......... ........ ....... PROP. RETAINING WALL.... SDRSD 'C 4" m PROP. 4" PVC DRAIN PIPE PROP. 6" UNDERDRAIN PIPE.. - - - .. SDRSD D-27... -. PROP. 2 3" UNDERDRAIN PIPE...._SDRSD D-27......... N PROP. AREA DRAIN .______................................. THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. E. CABLE TV - COX COMMUNICATIONS - (760)-806-9809 X-2233 N89 30 49 W 194.70 60 30 0 60 120 PROP. NO. 2 BACKING RIP -RAP .............................. PR 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WHIN KEY MAP THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK SCALE: 1" = 60, SCALE IN FEET FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY NH ALL CONDITIONS AND ON HIS PROJECT. PHONE: (760)-633-2770. LEGAL DESCRIPTION: SCALP 1' - 60' PROP. BIO-RETENTION BASIN ............................... REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. PARCEL 2 OF PARCEL MAP NO. 20648, IN THE 3 24 HOURS NOTICENINSPECTION FORSBECUBJECTHTTOEREJECTION SAN CITY OFIIAITACCORDING EASMENT LEGEND 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING 33-27 0. ALLTHEOWORKALL PERFORMED WITHOUT BENEFIT OFGIVE WILLCALLS OF CALIFORN(760)- OCOUNTYF MAP HIEREOFTAH APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE AND REMOVAL. FILED IN HE OFFICE OF HE COUNTY RECORDER A� EMERGENCY ACCESS EASEMENT PER PM PROVIDED STATING: "HE GRADING UNDER PERMIT LDEV-011592-2020 HAS BEEN PERFORMED IN OF SAN DIEGO COUNTY, APRIL 28, 2009. 19619 SEWER EASEMENT PER DOC SUBSTANTIAL CONFORMANCE WITH HE APPROVED GRADING PLAN OR AS SHOWN ON HE ATTACHED SOILS ENGINEER'S CERTIFICATE #2004-0874707 PRIVATE ACCESS AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE OWNERS CERTIFICATE EASEMENT PER PM 19619 &PER DOC CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. I, MARTIN R. OWEN A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY #2004-1185775, #2006-0389479, DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER #2006-0389479. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS AND STUDY OF THE SOIL CONDITIONS PREVALENT W1HIN THIS SITE WAS MADE BY ME OR UNDER GEOLOGIST HAS BEEN OR WILL RETAINED SUPERVISE OVER ALL E DIRECTION SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS MY DIRECTION ON AND FOR AN UPDATE ON n. ONE COMPLETE COPY THE GRADING ACTIVITY AND ADVISE ON HE COMPACTION AND STABILITY OF O A B PUBLIC UTILITY EASEMENT PER PM 19619 AND BACKFI IL AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED PILED FROM COMMEN IT SOILS REPORT COMPILED FROM HIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO HE SITE. WATER EASEMENT PER DOC TE ANY FILL MATERIAL. UPON COMPLETION OF GRADING AND WILL DETERMINE HE SUITABILITY THE OFFICE OF HE CITY ENGINEER. FURTHERMORE, HAVE REVIEWED THESE GRADING PLANS AND //2009-0158729. S OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS CERTIFY THAT HE RECOMMENDATIONS INCLUDED IN HE SOILS REPORT FOR THIS PROJECT HAVE WE HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND (WE) SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. © STEEP SLOPE EASEMENT PER DOC NO. HEIR INTENDED USE. GUYSOFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, 2009-0180719 REC. APRIL 9, 200009. SIGNED: �*/ "rr` ^� AND AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF D EXISTING 10' UTILITY EASEMENT PER DOC DRAINAGE AND PREVENT BONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID GE NO.: 000658 DEFENSE HEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED 3 & DOC //2003-0734938 & //g5-4705647056#86-283092. DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR DOC MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT EXP. DATE: 12/31/21 Essi°N OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. QµoF o +� OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR JOB jj: 05-1147D2(1) A�� pgSN CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR OWNER & PERMITTEE: 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE ACCORDANCE NH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE COMPANY. EAST COUNTY SOIL CONSULTATION & ENGINEERING. INC. W cE cooese PROPERTY OR PUB IC EA MENTS. OWNER: SAM & CAROL SIMKIN MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO ADDRESS: SNTE HARTL92 ROAD. SUITE "I" Ew ��-r-�e a 13965 CALLE CARDENAS BE FIRM EDHE . LOOSE FILL AND ABE EMOVED 012 CINCHES L SOILS LTOEARDEPTH SANTEE. CA 92071 Argc`"Ortcee�°�1� SAN CA 92130 GROUND. EXPOSED SOILS SHALL SCARFED OF AND THEITABLE N PHONE. PHONE: fi19-258-7901 rp SIGNATURE: DATE: 12/14/2020 442-DIEGO (C) BAILING COMPACTED A MINIMUM OF 90 PERCENT. IT SHALL HE CONTRACTORS RESPONSIBILITY TO ov CAL`fce SAM SIMKIN MAILING ADDRESS ADDRESS PLACE, SPREAD, WATER AND COMPACT HE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. AD IC %%%'''i PO BOX 8810 STATEMENT OF ENGINEER OF WORK ��y/� C��^j 12/14/2020 RANCHO SANTA FE, CA 92067 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE SIGNATURE: DATE: AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, CAROL SIMKIN SITE LOCATION: PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND HE UNDERSIGNED ENGINEER AGREES THAT HE WORK PERFORMED BY THE ENGINEER SHALL ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF HE ENGINEER'S TRADE EARTHWORK EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OR PROFESSION. THE ENGINEER FURTHER AGREES THAT HE WORK PERFORMED HEREIN SHALL BE IN APN: 216-122-46 OF. HE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH HE GRADING ACCORDANCE WITH HE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO HE STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1.4 H: 1 V 1435 BELLA AZUL CT, ORDINANCE. EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY MAXIMUM VERTICAL DEPTH OF CUT = 2-FEET ENCINITAS, CA 92024 MAXIMUM VERTICAL DEPTH OF FILL - PLANCHECK OR REVIEW PERFORMED BY HE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC - 2-FEET 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR ENTITY FOR HE PLANS PREPARED BY HE ENGINEER IS NOT A DETERMINATION BY HE CITY OF OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT ENCINITAS OF HE TECHNICAL SUFFICIENCY OR ADEQUACY OF HE PLANS OR DESIGN AND IT CUT = 125 C.Y. FILL = 125 C.Y. EXPORT = A' C.Y. HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBIUTY FOR HE PLANS OR DESIGN OF APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY IMPROVEMENTS BASED HEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS HE REMEDIAL = 200 C.Y. ENGINEER PRIOR TO HE DISPOSAL OF ANY SUCH MATERIAL. CITY AND ITS AND FI IMPERVIOUS AREA FROM HENTS, NEGLGENTEMPLOYEES ACTS, ERROROS, OROPERTY OMSSIONSMOFEOR BODILY JURIYITAS ARISNG SOLELY THE 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT NH THE CITY'S URBAN FOREST ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR AGENCY AND EMPLOYMENT ND A ISING OUT OF THE WORK PERFORMED BY THE ENGINEER. 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 SIGNATURE: DATE: 12/14/2020 DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (HE AREA FROM HE TRUNK OF A TREE TO HE OUTERMOST EDGE OF HE TREE CANOPY DOUGLAS E. LOGAN PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST QpOFESS/ BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT COMPANY: o °"4� ADDRESS: 310 VIA VERA CRUZ. 8205 ¢4' f. ( rn MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. PHONE NUMBER: 760-510-3152 ` 4'ry a� RCE EXPIRES: 12/31/2021 y m 18. G ANY ARCHAEOLOGICAL, HISTORICAL, A PALO HALL DI RESOURCES ARE INADVERTENTLY DISCOVERED c Sang i GRADING ACTIVITY, HE PROJECT CONTRACTOR SHALL DIVERT, DIRECT TO TEMPORARILY HALT GROUND - DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF arv�� ° SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES 9>E.� cA`\Eg� SIGN 0NGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS 11 DESCMM BY: AL DESCRIPTION: 25' Cltt OF ENCINITAS RRASS DISC POINT ID 1 1006 1 1 INT. I DATE P)4NS RECORD P ELEVATION: PUBLIC WOR DOUGLAS E. LOGAN DATE PLANNING REVIEWER SENIOR ENGINEER DATE iuccrOTM IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 190 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 8,852 SOFT INCREASE IN IMPERVIOUS AREA: 8,662 SOFT IMPERVIOUS AREA REPLACED: 0 SQFT PUBLIC WORKS PLANNING DIVISION IL ENGINEER SHEET INDEX SHEET 1 COVER SHEET SHEET 2 GRADING PLAN SHEET 3 EROSION CONTROL PLAN & NOTES PARKS AND RECREATION Annette Saul 12/14/20 12/22/2020 12/14/2020 DATE SIGN DATE I SIGN DATE: 12/14/2020 R.C.E. NO. 39726 EXP. 12-31-21 INEERING DIVISION APPROVALS D APPROVED: Edw"&J. wf4n r DATE LA COSTA AVE JF- GOStP P N x Z BELLA VISTA � DR BELLA AZUL CT BLUE HERON AVE SITE 9 r SWALLOWTAIL RD l QUAIL/HOLLOW DR VICINITY MAP T.B. PG. 1147-D2 NO SCALE N 0. 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 OLIVENHAIN MUNICIPAL WATER DISTRICT BMP PROJECT STATUS ENCINITAS FIRE DEPARTMENT DATE SIGN DATE X 0 1 L CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO. III o RADING & DRAINAGE PLAN FOR: Z SIMKIN RESIDENCE LED w 1435 BELLA AZUL CT, ENCINITAS, CA 92024 LDEV-011592-202 z z Multi-3643-2020; DR-003642-2020 00 CDPNF-3644-2020 APN: 216-122-46 SHEET 1 OF 3 LLD D_ R:\Projects\7854 - MOD Bella Azul\7854-GP01.dwg 12/14/2020 11: 18 AM -�- -T-- T iO 18 WIDE DRIVEWAY OPENING. APN: 216-122-42 APN: 216-122-43 O2 / P.C.C. DRIVEWAY W GRAVEL GAPS, SEE \ RIM-380.10 --� i EXISTING LWU 8" DETAIL ON SHEET 3. EXISTING LWD 8" PVC SEWS / \o S iv PVC SEWER PER I\��\ O3 COVERED PATIO. PER DWG. NO. 13186-G I DWG. NO. 13186-G I I I \ \ / \ S� I ^ I r "\ ��'\ A ® AREA DRAINS. S M i I r '-mac \ O5 4" PVC DRAIN PIPE 0 0.75% MIN. BELLA AZUL C9URT I S I I I © BIO-RETENTION BASIN PER DETAIL ON / / / SHEET 3. AREA=355 S.F., F.S.=385.35 (� B % / /5 / ( ) / EXISTING 8" WATER MAIN I N T05 BE REMOVED RAILING I I I \ E WATER PER DWG. NO. 13186-G / / S VALVE \%� ' I \ O7 N0. 2 BACKING RIP -RAP DISSIPATER. QO O c'p f p � / 14. / S� I I `C O8 12" RISER BOX PER DETAIL ON SHEET 3. 28.55,2,7 y^. bh ---- n �� -�5 ^0. - R=83.00' p I \ JS28 6 R�Bq 92 7 S89' 29' 10" 60.96' 'S 1=21.51 / I 9 4" PERFORATED PVC PIPE. S 10 SOLID 3" PVC UNDERDRAIN PER SDRSD _UMIT5 OF W S` D-27, OUTLET TO EXISTING CURB & GUTTER. GRADING (TYP.) 3\ /\ 217 \ 11 RETAINING WALL PER SDRSD "C-4 7� -�S74 \/ 12 INSTALL 6" TRENCH DRAIN W/ GRATED /\ ,y0p �/ / 1 \\ \\ \\ \ \\01' 'b^\�� INLET, OUTLET TO AREA DRAIN SYSTEM. 5 � \\��\\ g`N_ AA - 3B7- REMOVE E S NG\ \\ \ JB 9 w EASMENT LEGEND 1� E VI US 7 \� \ 0 (E) WATER 6� "56/ - c / / / / AVERS PER 4" DRAIN PIPF, \V AJ8VAAV� \ A� EMERGENCY ACCESS EASEMENT PER PM METERS >` �. DETAIL THIS \ \ \ \ I I J - EE 3 \ \ \ \ l �S \ 1 #200 SEWER EASEMENT PER DOS �$ / / / / d' 8' 9 / 387.6 TG \ \\\\\ \`� , I `//� �/ / r , \\ �� EASEMENTT7PER 7PMR19619 & PEIVATE R DOC -e 38� N "-- n --- -385.451E\\� 1 I/� _ #2004-1185775, #2006-0389479, A a= _ - #2006-0389479. - - - PUBLIC UTILITY EASEMENT PER PM 19619 WATER EASEMENT PER DOC 383.0 TW 385.4 _A I 1E s // �// / / _ - #2009 0158729. 382.5 / = 380.5 BW I a �. - 3gA JI' I �w - -� 387.6 TG \ \ / // / // / // ��- © STEEP SLOPE EASEMENT PER DOC NO. //// /////p / /// /� pZW 80.87 I d// }85 °`' CEN\�TRRY 4: 385.591E ///h hr\ // // //// / 2009-0180719 REC. APRIL 9, 2009. yA9 W i I n I I Y 3 6O 5T 6 382.5 Tµi NT PER DOC i - -G ' 386. TG x '\ '� 8W 1 0, .\g5,81E // // 387.67 .y0 /h/// / ///////// ////J�/ // O /j89 n4 0563 &NG 10' ID C $2003LITY E 0734938 & TFX / i 'D e)G 2 ° 7.8 /////////////////�////-56/� �/� DOC #86-283092. \ Nt80 I /. - 387.67 PROP. DEEPENED //// //////// // 385 g5 B`N 11 d _ v FOOTING AS NECESSARY / // /// // //// / / / `T86p �12 7 K' / /// /�If 387.0 TW 3a4>< 385.78E .0 -M 4 r EXISTING FREE �ld a i 1 1E- 387.9 383.0 TE 4 (TYP.)/r�/////�/��/�/� / .91 d% XISTINGFENCERnNG/PROPOSED RESIDENCE TO BE REMOVED STANDINWALL 386P/ //�/ j.5 (TYP.) / / / 3 3 S6J W.83 /39 32 °�'. n P a< \\ \ \mil LIMITS OF N 6 -\G_ / ._� ��% J GRADING (TYP.) /////// ///// / / /////�.j/ / / / VOID FILLER - 1/8" T "%16" PCC 6� q 4' STEP ..`.A 3g5).6 TG / //////// ///////• /�// // 3/8" (NO. 8) HUSH CURB N - I s. 1 386.? ' is\ 95 IE / //�/// // / // APPROVED PERVIOUS °�( {/ x / /�////////////�////�//�� // AGGREGATE IN VOIDS / GOR -1CURBNED �'.1 PAVERS W MIN. tv A_ GARAGE // / / 3/8" VOID '7I 387.67 / / /� / / / / BEDDING COURSE - 2" r a I1\ 2S. ////1 // / / / THICK OF 1/8" TO 3/8" .-"' 39 .28 SF� / / // / //BUFF AF�EA // /// ///'/////�// / / (NO. 8) AGGREGATE CHOKER COURSE = o / - ..�� / / / / / / / / / / / / / / / / / THICK OF 3/8' TO 1/2" 4" 387.22 �/ ° "1V�. - .. s' / 16 jG / / / / / / / / / / / // / // / // / / / / (NO. 57) CRUSHED ROCK LIMITS OF \° " 387' \E GRADING (TYP.) 387. TO \ ,.. .. °.. y 8614 // l l I/ I I I I III I l l l l I I l I I l/ MIN. 6" THICK�� 386 46 IF R a :' / naroy/ / / o / I I I I I I I I / I I IIII I % III / / // APN: 216-122-47 OF 3/4" e / Il CRUSHED ROCK Z // / SOILPERF. SUBDRAIN I S LINER - / mI // / / / / / (/ // /I l (l ( (I ( NOTES (T�) 5 %87.86 4 (TYP.) REMOVE /- '� ,a / I \� I I I f I I ` \ \ \ \ yh \ \ \ I I I / / // / -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) Z EXISTING \ / I \ I I I / / I -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED W JI / \.. .. F°, :°... I \ \ \ \ \ \ \ , I I -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE 38/ 6 TG rr J l ���I' ...� 387.6 TG r ` l\\ \�\ \�\ \ \ \ \ \ \ \ \\ \� \ \ \ 1 5 I I I I I h I I -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED [r g 3B6.27 IE \ \ I h -SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL -SUBDRAIN MAY BE Z O 38Fj 61 IE / N �I� �� � �� � REQUIRED. c? 78 ��IIIIIIIII IIII( / I PERVIOUS PAVER DETAIL �U) I i NOTE" 1 I I I I I I NOTE: NOT TO SCALE Z U MINOR GRADING &/OR ��� I C� / �NOTLTO BE THIS ENCROACHING��\ VA ��� ( INO (-D INTO BLUFF SETBACK. ���� ��\ \ \\ \ �\ \ IIII II III I III I I I STAGING R SHALL? BE PERMITTED AINNTHE 25' oQaoE r:EsieN z Z \\ ll l IIII II I I I I BLUFF SETBACK.Zp EXISTIN 5\E \\\\\\\\\\\\\\�I I�I II II II II II II II II I II II II II II III II II IIIIIIIII I I I cas�x A w� I TO REMAI 7� {--MITI I1�I a\ 387.6 / -- , ITT I 11 I I I I I I I I I I I I I M I I I I\ 387.6 TG 387..386.61 E 'y96� o O\ 386.81E /� I I I I I I I I I I I I I I IIII IIIIIIIII' II I �� / I1IIIIIIIIIIIIIIII IIIIIIIIIIIIIII�IIII� �� N 10 5 0 10 20 IIIIIIIII IIII I \ 387.81 ! /x 387.76 MI� x SCALE 1"0x GRADING 391.28 L 17r SCALE=1'II I O O U M Z I Q O 0_ w O IANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS O6sIACHeO Bv: ORAaJvry BY: cxE oa BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO. N o DESCRIPTION: 2.5' Cltt OF ENCINITAS BRASS DISC POINT ID # 1006 INT. DATE P NS 'R ARED UNDER SUPERVISION OF RECOMM N APPROVED: GRADING & DRAINAGE PLAN FOR: Of Z LOCATION: IN THE SOUTHWEST C F CONCRETE PEDESTALSIMKIN RESIDENCE w LJ FOR UBUTY ES LOCH 50UTHE PUBLIC WORKS DATE; 12/14/2020INTERSE0014 OF RANCH ROAD & mil EdwardrJ. Wim.mer Z Z DOUGLAS E. LOGAN DATE 1435 BELLA AZUL CT, ENCINITAS, CA 92024 LDEV-011592-202 CITY OF OF ENCINITAS u/ R.C.E. N0. 39726 S N WAK EDWARD J. WIMMER Multi-3643-2020; DR-003642-2020 CD o RECORD FROM: REVIEWER ENGINEER 12-23-20 1-4-21 LJ O_ ELEVATION: 320695' DATUM: MVD88 SENIOR ENGINEER DATE INSPECTOR DOUGLAS E. LOGAN EXP. 12-31-21 DATE DATE CDPNF-3644-2020 APN: 216-122-46 SHEET 2 OF 3 RAProjects\7854 - MDD Bella Azul\7854-GPO2.dwg 12/14/2020 11: 16 AM STORMWATER POLLUTION CONTROL BMP NOTES SAN DIEGUITO WATER DISTRICT NOTES RELATIVE TO CONSTRUCTION ACTIVITIES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION CONCRETE WASHOUT BE CONSTRUCTED ACCORDING TO THE STANDARD WHEN PARALLELING WATER SERVICES. SPECIFICATIONS OF THE CURRENT WATER AGENCIES' • CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA STANDARDS COMMITTEE (WASC). 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE SLURRY MORTAR REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY Q 2. REVIEW THIS PLAN BY SAN DIEGUITO WATER DISTRICT GAS AND ELECTRIC VAULTS. RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. DOES NOTT CONSTITUTE REPRESENTATION AS TO THE CONSTRUCTION SITE ACCESS ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF OR NON-EXISTENCE ANY UNDERGROUND UTILITY, DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER •A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDEDWITHIN FOR VEHICLES EGRESS AND PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS METERS MUST BE IN FRONT OF THE PARCEL THEY ARE INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH PROJECT. SERVING. AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS CONSTRUCTION VEHICLES DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR REQUIRING THAT NO -LEAD BRASS BE USED IN THE • A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL CONSTRUCTION OR REPAIR OF ALL POTABLE WATER CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH - THIS LAW THE DISTRICT SHALL REQUIRE ALL MATERIALS MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF SITE. FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS TO BE NO -LEAD BRASS PARTS. EROSION CONTROL UNDER WATER MAINS UNLESS GIVEN WRITTEN • EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES PERMISSION BY SAN DIEGUITO WATER DISTRICT. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT OFFS, AND SERVICES SHALL BE PROVIDED WITH SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR BONDED FIBER MATRIX. RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WC-18. • NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR • DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE TEMPORARY EROSION CONTROL MEASURES. (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO • REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL CURRENT STANDARDS AT THE OWNER'S EXPENSE. 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 DEEP ROOTED, DENSE, DROUGHT RETENTION AREA SHALL BE IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY TOLERANT PLANTING SUITABLE LEVEL AND DEPRESSED A PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. FOR WELL DRAINED SOIL SPACED MIN. 18" OC MINIMUM OF 4' FROM THE TOP OF KEYSTONE SURROUNDING GRADE • PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING WALL PER PLAN 30" OR 3 ACTIVITIES ARE COMPLETE. COURSES MAX. KEYSTONE kBOXWATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. WALL ORSLOPE \ \� R PLANONSSITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE ANDSPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OFTHE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED/\/\/ _ON -SITE. ELIMINATE OR REDUCE POLLUTION IN MATERIATER FROM STOCKPILES KEPT �ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE,HAGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED__STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED 2-3" COVER�-I--LOR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY OVER PIPE ////- - - - \ SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING 12" MIN. • CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL **SEE NOTE BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL BELOW \ REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE SPROPERTY TOAND RMWATER PRIME CONTRACTOR INFORM SUBCONTRACTORS ABOUT REQUIREMENTSAND THEIROWNRESPONSIBILITIES IMPERVIOUS UNER TIE 4" PERFORATED PVC SILT 2 BACKING RIP -RAP �4" DRAIN PIPE {-18" MIN. ENGINEERED SOIL *SEE NOTE BELOW 2-3" OF 3/8" GRAVEL 0 LINER ►I � J ( GRAVEL BAG CHECK DAM (TYP.) a . /. 187 FENCE WASTE MANAGEMENT PIPE INTO RISER TIE 6 PVC UNDERDRAIN 4" PERFORATED • CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING ALL WASTE AND UNUSED PIPE &OUTLET TO PVC PIPE 3 BAGS HIGH (MAX.) CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, EXISTING CURB/GUTTER WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 2 BAGS HIGH (MIN.) *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP 'SANDY • NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT, THE MIX SHALL SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. CONTAIN 65% SAND, 15% COMPOST OR HARDWOOD MULCH, AND 20% TOPSOIL, OOODO DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES NOXIOUS WEEDS. WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. **3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL. • MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. 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. 1310 RETENTION BASIN DETAIL • POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING SOLID 3" UNDERDRAIN NOT TO SCALE RECEPTACLES AROUND THE SITE. PER SDRSD D-27. OUTLET TO EXIST. • PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. I.E =383.35 CURB/GUTTER CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS P KEYSTONE 12" RISER BOX AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ( ) WALL 390— 10-RETENTIONC.O. • ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND ASIN ® 385.3 STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY SAD 0 387.R 111_ _ _ _ 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. RISER BOX 385 DIM IIK R IMPERVIOUS LINER DRIVEWAY OPENING I 6' E- 5" PCC OVER SUBGRADE r lI.Ev 383.35t SIDES ONLY 380 6" PER D-2 MAINTAIN (E) 167% UNDERDRAIN PER D-27 1 .12% SUBGRADE COMPACTED TO 90% MIN. OR PER SOILS ENGINEER RECOMMENDATION DRIVEWAY PERVIOUS CONCRETE DETAIL NOT TO SCALE • THE GAP/JOINT BETWEEN UNIT PAVERS SHALL BE MINIMUM 5% OF THE CPP DIMENSION; A JOINT SHALL BE INSTALLED AT THE OUTER BOUNDARY OF THE CPP, ALL JOINTS TO BE FILLED WITH 3/8" OR LARGER CRUSHED ROCK OR GRAVEL. NO. DESCRIPTION I APPROVED 7DATE DESCRIPTION: ?: RECORD R ELEVATION: TO ENSURE NO 375 AB AT BASE OF TO ALLOW SOME 4' PERE INTO SUBGRADE, UNDERDRAIN PIPE RISER BOX DETAIL NOT TO AL bG1N9 DOUGLAS E. LOGAN DATE SENIOR ENGINEER DATE PER BELLA 20 10 0 N 20 40 NOTE: LOWER BAG ROW TO BE SCALE IN FEET BURIED 6" UNDER GRADE. SCALE: 1" = 20' GRAVEL BAG CHECK DAM NOT TO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. GROUND 390 GEO-GRID � C•11f7=. KEYSTONE 4 IN (10 CM) AINI G WALL 385 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT 4, BACKFILL AND COMPACT THE INTO THE TRENCH. EXCAVATED SOIL. 380 �FILTER FABRIC _ �I��F 71 V-111 P-111 P•-11 WIRE - C=P-1Ir I E=11 �LIPILIP=LIP=LIP=11E=11� � "�P=11P=11P=11P=11P=11 t= 75 SILT FENCE DETAIL BIO RETENTION & WALL SECTION „ NOT TO SCALE SCALE: H & V = 1"=5' • PROJECTS SOILS ENGINEER TO PROVIDE RECOMMENDATIONS AND OBSERVATION IN THE FIELD IF WALL REINFORCEMENT NEEDS TO BE DISTURBED. yEXISTING FENCE/RAILING TO/BE REMOVE �S / ^o W / W / Q 387� 00 \\ \\ 00 Zo / E ISTING FENCE/RALING / .TO BE REMOVED A I O SILT FENCE / . j/ �r EE A'�o� �1 I l�� E��-390\\\�\\\\\\\\�\\\�1\II�11111IIIIIIIIIII III IIIIII l \\�\\\\l� I III�IILII I IVf�lllllll�lll IIIIII �� I // �I�I�I��IIIII IIIIIIVAII� Will,IIII I IIII IIIIIIIIII IIIIIII \ i _� ( Ill IIIL �lVAAV A LEGEND PROPERTY BOUNDARY CONSTRUCTION ENTRANCE GRAVEL BAGS "`bc"' SILT FENCE GROUND RIGHT-OF-WAY PROFILE -1-1/2" PUBLIC CRUSHED RIGHT—OF—WAY ROCK Elm PROVIDE APPROPRIATE TRANSITION BETWEEN STABIUZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 MA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fax VALS "'A,I�' '""`ot LNVINLLKINIi UIVISIVN AI'YKVVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DWG. N0. No INT. DATE P NS PARED UNDER SUPERVISION OF RECOMM N APPROVED: EROSION CONTROL PLAN FOR: Z SIMKIN RESIDENCE WILD PUBLIC WORKS 'R DATE: 12/14/2020 El�U10.Yf�'%. W�YNAM114.Y 1435 BELLA AZUL CT, ENCINITAS, CA 92024 LOEV-011592-202 z z PLANNING `(/� R.C.E. N0. 39726 SN WAK EDWARD J. WINNER Multi-3643-2020; DR-003642-2020 REVIEWER ENGINEER EXP. 12-31-21 12-23-20 1-4-21 CDPNF-3644-2020 APN: 216-122-46 w INSPECTOR DOUGLAS E. LOGAN DATE DATE SHEET 3 OF 3 R:\Projects\7854 — MUD Bella Azul\7854—GPO3.dwg 12/14/2020 11:26 AM