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2020-11592 G (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 THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES, WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND, GENERAL NOTES 1. ALL WORK SHALL BE DONE IN 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 UPDATED_ GEOTECHNICAL REPORT FOR PROPOSED _I F-STORY. S,F.R. PREPARED BY EAST COUNTY SOIL CONSULTATION & ENGINEERING, INC. DATED 06-17-2020 PROJECT# 05-1147D2(1) SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN 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 LDEV-011592-2020 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 IN SITU("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. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES • SEE SHEET 3 NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD/ESD - (760)-633-2770 LWD 760-753-0156 B. GAS & ELECTRIC - SDGE - (760)-438-6200 C. WATER - S.D.W.D. - 1-800-227-2600 D. TELEPHONE - SBC BELL - (760)-489-3411 E. CABLE TV - COX COMMUNICATIONS - (760)-806-9809 X-2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. SOILS ENGINEER'S CERTIFICATE I, MARTIN R. OWEN A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON ._Q.2-27-07 AND FOR AN UPDATE ON 06-17-20. 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 INCORPORATEDIN THE GRADING PLANS AND SPECIFICATIONS. ` SIGNED: GE NO.: 000658 EXP. DATE: 12„/31•/21_ �,�kaFESSIa�, 4C JOB #: 05-1147D2(1) O R, - ��44��N COMPANY: EAST COUNTY SOIL CONSULTATION & ENGINEERING. INC. x uj CIE aoas�a rn ADDRESS: 10925 HARTLEY ROAD, SUITE ,. I,. -31-1 pG Exp. 12 4 �_ SANTEE, CA 92071 PHONE: 619-258-7901 '°re OF CAk ki STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER DE RESPONSIBILITY FOR THE PLAINS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AG TS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENTAND AR4'51NG OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DOUGLAS E. LOGAN COMPANY: RANCHO COASTAL ENGINEERING & SURVEYING INC. ADDRESS: 310 VIA V RA CRUZ 205 PHONE NUMBER: 760-510-3152 RCE EXPIRES: 12/31 /2021 DATE: 12 14 2020 �F,flf; E55f p�9 � m Lu C 39726 rri sa Crvs►. CAl-\1 EROSION CONTROL 1. 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 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. APN: 216-122-42 APN: 216A-122-43 B2$3 Qq S89' 2910"£-� O �` O R y d�1 •g�_� 450'S3" 83.00' L=21.51 PROP. - DWY cn N I � N r C I w PROPOSED N RESIDENCE z D ^°�° a a S- 66 01.a8 E v 4? tl= Z p) z CD 0 I oc� f")a co 4h, 4 0 N89" 30 49 W 194.70y 6 KEY MAP LEGAL DESCRIPTION: SCALE: 1" = 60' PARCEL 2 OF PARCEL MAP NO. 20648, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF" FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 28, 2009. 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: 12/14/2020 SAM SIMKIN Ii 1 � L SIGNATURE: DATE: 12/14/2024 CAROL SIMKIN ^ EARTHWORK STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1!4 H: 1 V MAXIMUM VERTICAL DEPTH OF CUT = 2-FEET MAXIMUM VERTICAL DEPTH OF FILL =FEET CUT = - 1.25 C.Y. FILL = 125 ^_ C.Y. EXPORT = C.Y. REMEDIAL = 200 C.Y. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 190 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 8,852 SQFT INCREASE IN IMPERVIOUS AREA: 8,662 SQFT IMPERVIOUS AREA REPLACED: 0 SQFT PUBLIC WORKS PLANNING DIVISION 12/2212020 l)-u12/14/2020 SIGN DATE SIGN DATE 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 SP C FICATIONS 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 SPEC[ FICATION S-DECEMBER 2015. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAW NGS-DECEMBER 2015, 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. DESCRIPTION STD DWG SYMBOL EXIST. LOT BOUNDARY........... EXIST. EDGE OF PAVEMENT . .......... . ......... . EXIST. CONTOURS............................................-365- EXIST. FENCE ...................................................... ;-- EXIST. RETAINING WALL... . . ... PROP. CONTOUR. .......................... 38 PROP. PERVI S PAVEMENT DRIVEWAY...... a . A p y aim, F - PROP. CONCR..•••..••..•••.•••.•••.••.............••••.•••.• - - 0 a a s a a PROP. RETAINING WALL . . . . . . . . . . ......SDRSD "C-4"­.­.. PROP. 4" PVC DRAIN PIPE...... PROP. 6" UNDERDRAIN PIPE.......... SDRSD D-27......... PROP. 2) 3" UNDERDRAIN PIPE ...... SDRSD D-27......... PROP. AREA DRAIN ............... 0 30 0 60 120 PROP.,NO. 2 BACKING RIP -RAP ............................ SCALE IN FEET SCALE: 1 60' ,� PROP. BIO-RETENTION BASIN. - - - - - . - . - . - - = EASMENT LEGEND ® EMERGENCY ACCESS EASEMENT PER PM 19619 SEWER EASEMENT PER DOC #2004-0874707 PRIVATE ACCESS EASEMENT PER PM 19619 & PER DOC #2004-1185775, #2006-0389479, #2006-0389479. ® PUBLIC UTILITY EASEMENT PER PM 19619 WATER EASEMENT PER DOC #2009-0158729. © STEEP SLOPE EASEMENT PER DOC NO. 2009-0180719 REC. APRIL 9, 2009. ® EXISTING 10' UTILITY EASEMENT PER DOC #85-470563 & DOC #2003-0734938 & DOC #86-283092. OWNER & PERMITTEE; OWNER: SAM & CAROL SIMKIN 13965 CALLE CARDENAS SAN DIEGO, CA 92130 858-442-7545 (C) MAILING ADDRESS PO BOX 8810 RANCHO SANTA FE, CA 92067 SITE LOCATION: APN: 216-1 22-46 1435 BELLA AZUL CT, ENCINITAS, CA 92024 SHEET INDEX SHEET 1 COVER SHEET SHEET 2 GRADING PLAN SHEET 3 EROSION CONTROL PLAN & NOTES PARKS AND RECREATION Annette Saul 12/14/20 SIGN DATE u x -c BLUE HERON AVE SWALLOWTAIL QUA LA COSTA AVE BELLA VISTA DR LOW DR VICINITY MAP T.B. PG. 1147-D2 NO SCALE BELLA AZUL Cl \, WSITE Q tis N R�vNCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMEIN-F CONSULTAN'F 310 VIA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fax OLIVENHAIN MUNICIPAL WATER DISTRICT 1212 3/2 O DATE BMP PROJECT STATUS STANDARD PROJECT ENCINITAS FIRE DEPARTMENT SIGN DATE CHA GE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UtSAJL r_ �AJL� "Y: `"Ir�DEL BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC POINT IQ 1006 LOCATION: SET IN THE SOUTHWEST CORNER OF CONCRETE PEDESTAL FOR UTILITY BOXES LOCATED 190 FEET SOUTHERLY OF THE INTERSECTION OF RANCH ROAD & RAINEY COURT IN THE CITY of ENCINITAS RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL N RK ELEVATION: 320.695' DATUM: NAVD88 f-L r�L DO LAS E. LOGAN DATE James Knowlton 3/10/22 SENIOR ENGINEER DATE INT. DATE P NS PR AIRED UNDER SUPERVISION OF DATE: 12,�f2020 R.C.E. NO. 39726 ENGINEER DOUGLAS E. LOGAN EXP. 12-31-21 RECOMM N APPROVED:- Edward j. y�� n*ner ST N WAK EDWARD J. WIMMER 12-23-20 1-4-21 DATE DATE GRADING & DRAINAGE PLAN FOR: SIMKIN RESIDENCE 1435 BELLA AZUL CT, ENCINITAS, CA 92024 multi- 3643�-202D• UR-003642-020 ' CDPNF-3644-2020 ���; �� �-1 22�4� LDEV-011592-2020 PUBLIC WORKS PLANNING REVIEWER INSPECTOR SHEET 1 OF 3 D co (D C) P r no U '-dq C/7 Dw -1i :z) Z o zc) aJ J < f) � N NO 4 � �I ^ C> n� _Lj LLJ 7 � 7 0 j.J 11 R: \Projects\7854 - MDD Bella Azul\7854-GP01.dwg 12/14/2020 11: 18 AM WORK TO BE BONE: 1 18' WIDE DRIVEWAY OPENING. APN: 21 6-1 22-42��� APN: 2 6-122-43 P.C.C. DRIVEWAY W/ GRAVEL GAPS, SEE RIM=380.10DETAIL ON SHEET 3. EXISTING LWD 8 EXISTING LWD $" PVC SEWE 5 N PVC SEWER PER COVERED PATIO. . PER DWG. NO. 13186G ` DWG. N0. 13186-G to A 4 AREA DRAINS. - - f - �c�v - - 'S I � � 5 4" PVC DRAIN PIPE 0 0.75% MIN. f B E.LLA AZ U L COURT i S f f 6 BIO-RETENTION BASIN PER DETAIL ON EXISTING 8" WATER MAIN I EXISTING FENCE/RAILINGG ��-� SHEET 3. AREA=355 S-F., F.S.=385.35 B l` I /5 (E) WATER PER DWG. NO. 13186-IG 1 + TO BE REMOVED ' / S f 1 f I �f 4 VALVE �� v;s � . j a _7 N0. 2 BACKING RIP-2AP DISSIPATER. W "^+1 - S $ 12" RISER 60X PEIR DETAIL ON SHEET 3, i 4-14 5O i°2b N.__-�- - � »T,,a°�- R=83.00' 7� 1 ,� 29 10 E 60.96 "7 I 9 4 PERFORATED PVC PIPE. �28 E TRlg 2 L I Q r 1r orb I F v �( S S �f�dv r " a NQ ,❑ SOLID 3" PVC UNDERDRAIN PER SDRSD 3 1 PROP. fi FLUSH CURB cn �A I 1° - LIMITS OF _ & rA 5� D-27, OUTLET TO EXISTING CURB & GUTTER. ' Q GRADING TYP. $ 5 ,►� - "C: LA 74 ,rya ' f 11 RETAINING WALL PER SDRSD ` y �-, ` , 7 -39' 66 .�� 12 INSTALL 6» TRENCH DRAIN W/ GRATED o• - �� ti L Df' .'1� INLET, OUTLET TO AREA DRAIN SYSTEM. N91 of US � 7 -}`387- \r REMOVE EXISTING,��� ��� 1 J 36� - EASMENT LEGEND (E} WATER �� lb� ! / A IRS PE �\ j \ A❑ EMERGENCY ACCESS EASEMENT PER PM I r 4 DRAIN PIPE I METERS DE IL THIS .p° d J,>, 19619 SEWER EASEMENT PER DOC #2004-0874707 PRIVATE ACCESS I , A8 A 387.6 TG �f �f �r �1 EASEMENT PER PM 19619 & PER DOC $ Ik 3 - l -- - - - _ - 385.45 IE } %� �- -- �- #2004-1185775, #2006-03$9479, #2006-0389479. 88_2 ` 1 / %� f f -- -- - - -- - ® PUBLIC UTILITY EASEMENT PER PM 19619 1 WATER EASEMENT PER DOC C ° _ I � f���� - - :: #2009-0158729, � 383.0 rW 385.4 d � �/./r� 382.5 SW +1` �$ r 4 j 380.5 + f� " J + - d 387.6 ! �I � � % �/% f -� ❑C STEEP SLOPE EASEMENT PER DOC NO. °, .COVERED d 385 5� 2009-0180719 REC. APRIL 9, 2009. ENTRY 5'0 TW ° Y '�� ° x f `' ! �"" "a / f D EXISTING 10' UTILITY EASEMENT PER DOC 384.5 9W f 1 _` r _385 8 1 � 387.67 47� j�I 1 r�� //�// / / -• ❑ #85-470563 & DOC #2003-0734938 & 2.g j I �' >✓ �I I �� / DOC #86-283092. PROP. DEEPENED 1 �J 387.67 � 11 � � � ' f � FOOTING AS NECESSARY 3a'°w -` ,2 / `�7 3$7.6 TG RETAINING WA NOT 387. 384'° aw. 4 / , A� x 355.78 IE � / � I �/ u?�/�I `� , �] WALL E 385.0 r'w o � �- o �j r $5.0 aW ° f % ///f� TW = FINISH SURFACE @ TOP OF WALL 383,0 rF I Q ❑ 4 (TYP.)% XISTING FENCE/RALf G�f�1 EXISTING FREE .91 f 3$7 6 > 4 ° ' 1 % BW = FINISH GRADE CAD BOTTOM OF WALL STANDING WALL I 4 ci .� 38B O TC PROPOSED RESIDENCE b f C / ��TO BE RMfDV�� v� (NOT TOP OF FOOTING) f J� a 4 1� PAD=387.8 ° .4 a 4 ° ° �� 5 (TYP.) r �� f 1 1' FF-3I3$.6 e d // /� /%/f�//j %%/I%//%// f l I , TF = TOP OF FOOTING 83 A a 83 39 32 LIMITS OF `� f� �� I IG . o Q d °v ° 4 `� GRADING (TYP.) N lE M fl 4a b q, a '1 387 6 f f f f �/ J VOID FILLER - 1 /8" T "X16" PCC Y�fi.'L°u �cbRl 4 STEP a 4 ° i 385 95 TG f �%I �� 3/8„ (NQ. 8) APPROVED PERVIOUS FLUSH CURB I 386.7 $ 1 !e ' �/ �� %% GREGATE IN VOIDS OR DEEPENE I _I ° xf �� �� /// PAVERS Wy/ MIN. G-1 CUR � � r --GARAGE !� 2 a . z , / / / /�� //�r %f f f 1 BEDDING C E - 2» 3/8 VOID z _ 39 28 ° `� q ° 1 s s I I / /� { I / 1 f THICK OF 1/3" 8" Q 4 ° 8 �} //rj /// T/$�J %/ /I N 0. $ A GGR E G , % �"Z I I f �e� 1' A �A� �� � � 7 �� � � � �7 ! � � •Ico � � Y / / 4' ° e ° s ° C,r /1 I +f I II CHOKER COURSE - 4" 2 ai o d ° a ° THICK OF 3 8 TO Ij \ \ I I / a e _ d _ - G (NO. 57) CRUSHED ROCK 387.22 � r � � a a � >� LIMITS OF y �° ° ° ", 64 1>r 1 + �� 6„ \\ GRADING TYP. 387. TG 1 4 � �� `� � � � I � � � � � '� � � MIN. 6 THICK—-' ( 1;��1 111�1 386.46 IE 1 f f f f /. � ° b 4° I � J f APN: 216-1 -47 R o� 3/4" j �� C USHED ROCK r „����ti�. SOIL SUBGRAaE `� °, 4 a NOTES: PERF. 5U IN I I S LINER f 87.86 4 (TYP.} REMOVE o I ` �, �, 1 -ALL AGGREGAT ST BE CLEAN/WASHED AND FIRE FINES (SAND, SILT, ETC.) (TYP.) 5 I EXISTING ° + l j r _THE PAVE ALL NOT BE SEALED ONCE THE VOID FIL HAS BEEN ADDED ° 14 I , EACH E SHALL BE VIBRATORY COMPACTED BEFORE MENT OF NEXT COURS 3JJ _ 3g7.6 TG l 1 ` ` 1 1 l I f -NO RVIOUS LIVER OR FILTER FABRIC IS TO BE USED rO TG 1 1 1 1 } - IAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL SUBDRAIN MAY E 3gs3.fi1 IE 1 ! / 3g6.27 IE 4 j l ` ` 1 if 1 l l EQUIRED. 7.8 .,�� 1 �1� �1 ��11111 � �111 11 1 � I I �� 1 1 I 1 l 1 I f 1 1 f PERVIOUS PAVER DETAIL 1 { - l NOT TO SCALE �m � ��� � I�l i MINOR GRADING &/OR I� ` ` l 1 } i I NOTE. WALL IN THIS CORNER j j l` ` } i l j f NOT TO BE ENCROACHING NO ENCROACHMENTS, IMPROVEMENT p s�0 `ii 1 l ` + STAGING A Q y9� INTO BLUFF SETBACK. � � �, � l l l I 1 l 1 � I ` � � G SHALL BE PERMITTED IN THE 25 BLUFF SETBACK. 1�� 1�� 11 I I 1111 I I I I .1 ( m u' C 39726 � 6�G1�4 �� �`I lII IIII II 11 a11111 < � 386.8 1E EXISTIN Hf=D�� \ I I I I I 11 �r 3 TO REMAI �� I I I I I I I I I III 1111 1111 1 1 f �� aR,� OF CA► 1 387.6 TG TG 387..386 387.fi.61IE 3g6.13RANCHO COASTAL l ENGINEERING &. SURVEYING D ..:, - - _� � ff JJ pp �� FJ � ,� �d � T CONSULTANT SINGLE SOURCE DEVELOPMENT CONSLLTAN I 310 VIA VERA CRUZ, #205 x 387.81 x 3$7.7fi LIMITS OF I f I l SCALE IN FEET 5AN MARCOS, CA. 92078 �_ j ., GRADING (TYP.)17 I , I , ` l SCALE: , = 10 ( ) r (760) 510-3153 Fax -- { 44 760 510-3152 Ph Ifs 1i 391.28 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK , A -BUILT APPROVALS DESIGNED BY: pR JL BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT M. NO. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC POINT ID 1006 qq a INT. DATE P INS PR ARED UNDER SUPERVISION OF RECOMM N APPROVED: GRADING & DRAINAGE PLAN FOR: LOCATION: SET IN THE SOUTHWEST CORNER OF CONCRETEP OESTAL L !�� S I M K I N RESIDENCE FOR UTILITY BOXES LOCATED 190 FEEL' SOUTHER Y OF TH PUBLIC WORKS DATE: 1 EdAvo rd,j. W�m� LDEV-Q11592-2a2C} INTERSECTION F RANCH ROAD do RAINEY COURT IN THE D UGLAS E. LOGAN DATE PLANNING 1435 BELLA AZIJL CT, ENCINITAS, CA 92024 CITY OF ENCINITAS R.C.E. No. 39726 ST N WAK EDwARD J. WIMMER Multi- DR-003642-2020 APN: 21 �-1 ��-�-C7 RECORD FROM: CITY F T James Knowlton 3/10/22 REVIEWER ENGINEER 12_23_20 1-4_21 ELEVATION: 320.695' DATUM SENIOR ENGINEER DATE INSPECTOR DOUGLAS E. LOGAN EXP. 12-31-21 DATE DATE CDPNF-3644-2020 SHEET 2 OF 3 co Q ..v Q U Cn L-Li _C-) r �o 7 _Lj� J L LJ �N Ln D� d LO CD tQ Q Z � W 7 Z � t1 R: \Projects\7854 - MDD Bella Azul\7854-GP02.dwg 12/14/2020 11:16 AM 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 IBMP 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 SHALE. 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. 6' 6 5" PCC OVER SUBGRADE MAINTAIN (E) 16.7% DRIVEWAY OPENING 1 �rrr1 6,1 6„x6" 6 GAP SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL 5. UTILITIES TO MAINTAIN MINIMUM 5--FOOT SEPARATION BE CONSTRUCTED ACCORDING TO THE STANDARD WHEN PARALLELING WATER SERVICES. SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). S MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO 2, REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT GAS AND ELECTRIC VAULTS. DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE 7• ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER PIPE DID STRUCTURE WITHIN THE LIMITS OF THIS METERS MUST BE IN FRONT OF THE PARCEL THEY ARE PROJECT. SERVING. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL B. CALIFORNIA STATE LAW ASSEMBLY BILL AB--1953 IS DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR REQUIRING THAT NO -LEAD BRASS BE USED IN THE PROPOSED CONNECTION SHALL BE FIELD VERIFIED, ALL CONSTRUCTION OR REPAIR OF ALL POTABLE WATER EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS TO BE NO -LEAD BRASS PARTS. UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WC-1$. WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL SPACED MIN, 18" OC TOP OF KEYSTONE WALL PER PLAN KEYSTONE WALL OR SLOPE r 2-3" COVER OVER PIPE 12" MIN. **SEE NOTE BELOW IMPERVIOUS LINER - RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 4" FROM THE SURROUNDING GRADE 30" OR 3— COURSES MAX. RISER Box �F,S.=PER PLAN 8-12" PVC PIPE RISER e�uA ul� co �� / ! EXISTING FENCE RAILING SILT FENCE f / TO TO.BE R MOVED STABILIZED o W r rCCNSTRUCTION W, C►JIrn w ►I r+r I� SILT FENCIE397 - NO. 2 BACKING RIP -RAP 4" DRAIN PIPE �--18" MIN. ENGINEERED SOIL *SEE NOTE BELOW 2-3" OF 3/8" GRAVEL SOLID 3" UNDERDRAIN PER SDRSD D--27. OUTLET TO EXISTING CURB & GUTTER CRUSHED ROOK " /\f \ \ � �/• \�\N N IMPERVIOUS LINER TIE 4 PERFORATED PVC TIE 6" PVC UNDERDRAIN 4" PERFORATED PIPE INTO RISER PIPE & OUTLET TO PVC PIPE EXISTING CURB/GUTTER *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 65% SAND, 15% COMPOST OR HARDWOOD MULCH, AND 20% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. **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. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. BIO RETENTION BASIN DETAIL SOLID 3" UNDERDRAIN NOT TO SCALE PER SDRSD D-27. OUTLET TO EXIST. E.=383.35 CURB/GUTTER RISER BOX I.E.=383.35f (P) KEYSTONE ?gO WALL PAD 0 387.8 - 181, IMPERVIOUS LINER - SIDES ONLY 3 8 c ��, 5� GAP CONTRACTOR TO ENSURE NO 375 4 `�� �. " CONCRETE SLAB AT BASE OF fi x6 SUBGRADE COMPACTED TO GRAVEL GAP TO ALLOW SOME 90% MIN. OR PER SOILS INFILTRATION INTO SUBGRADE. 4" PERF. ENGINEER RECOMMENDATION — UNDERDRAIN PIPE DRIVEWAY PERVIOUS CONCRETE DETAIL - - - NOT TO SCALE — — — — * THE GAP/JOINT BETWEEN UNIT PAVERS SHALL BE MINIMUM A 5% OF THE CPP DIMENSION; A JOINT SHALL BE INSTALLED RISER BOX DETAIL AT THE OUTER BOUNDARY OF THE CPP, ALL JOINTS TO BE FILLED WITH 3/$" OR LARGER CRUSHED ROCK OR GRAVEL. NOT TO SCALE CHANGE NO. DESCRIPTI N APPROVED DATE BENCHMARK AS -BUILT APPROVALS BIO-RETENTION BASIN 0 385.3 12" RISER Box C. Ll. 6" SIDEwALKf UNDERDRAIN PER D-27 2) 3" SIDEWALK UNDERDRAIN PER D-27 .]li 1"4LL. r I Of. Y (} DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC POINT IU tOOfi INT. DATE LOCATION: SET IN THE SOUTHWEST CORNER OF CONCRETE PEDESTAL PUBLIC WORKS FOR UTILITY BOXES LOCATED 190 FEET SOUTHERLY OF THE DDUGLAS LOGAN DATE INTERSECTION OF RANCH ROAD & RAINEY COURT IN THE PLANNING fTY F ENCINITAS James Knowlton 3/10/22 RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK REVIEWER ELEVATION: 320.695' DATUM: NAVD88 SENIOR ENGINEER DATE' IN PFCTnR 3 BAGS HIGH (MAX.) 2 BAGS H€GH (MIN.) m =lkw NOTE: LOWER BAG ROW TO BE BURIED 6" UNDER GRADE. GRAVEL BAG CHECK DAM NOT TO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. E) GROUND - 390 -(E) GEO-GRID (E) KEYSTONE RETAINIIJG WALL 385 .(E) CURB & GUTTER 380 75 4�M '•Y .k51rn .., � � �� x uIF — 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. f ��I r 20 10 0 20 40 SCALE IN FEET SCALE: 1 " = 20' FIL IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE DETAIL NOT TO SCALE NOTE- • PROJECT'S SOILS ENGINEER TO PROVIDE RECOMMENDATIONS AND OBSERVATION IN THE FIELD IF WALL REINFORCEMENT NEEDS TO BE DISTURBED. �� rrr1, 36 r� 1 1��1�1r�rr r ill y 1 XISTfNG FENCE/RALING��� r �r TO 8E R MOVED, 0 SILT FENCE x % /r� 307,57 1/ I r/ r/1f /, I �1� �11 � jl 1� f11 111 _j 1 II �� ,',IJ j r Ir 01 1l1r ► � LO �V c r,"��Irr� l�I��r J�1��t����``11���.��� LEGEND PROPERTY BOUNDARY CONSTRUCTION ENTRANCE GRAVEL BAGS SILT FENCE 20'MIN. PUBLIC RIGHT-OF-WAY ,,. il _ 8 I la I la I - Z MIN. al -TI-III-TI=1T111l PBM L7 Z_ 1-1/2" PUBLIC Li EXISTING CRUSHED RIGHT-OF-WAY > GROUND ROCK a 20'MIN. 00 Q tot? cn f rl, I ��—• a4 00 o D el r� L J � PLAN PROVIDE APPROPRIATE TRANSITION W BETWEEN STABILIZED CONSTRUCTION LLJ 0 ENTRANCE AND PUBLIC RIGHT-OF-WAY Z D STABILIZED CONSTRUCTION ENTRANCE t � c0 W J NOT TO SCALE J < d LsJ Q! U� N U � Z I < CD t� Ln w� :2 CD Q LO Z � '>=SIGNED BY: I DRAWN BY: 0 BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DVIiG, NO. Q AJL AJL DEL P NS 7PRARED UNDER SUPERVISION OF RECOMM N APPROVED. EROSION CONTROL PLAN FOR: SIMKIN RESIDENCE or- Z W DATE: 1 �dwurr ,T. w�,� 1435 BELLA AZUL CT, ENCINITAS, CA 92024 LDEV-011592-202 LU �_ z R.C.E. N0. 39726 ST N WAK EDWARD J. WIMMER Multi- 3C43--�2020, DR-003542-2020 00 ENGINEER DOUGLAS E. LOGAN EXP. 12-31 12-23-20 �-4-21 DATE DATE CDPNF-3644-� 2020 APN: 215-122-45 SHEET 3 OF � w a R: `Trrojects\7854 - MDD Bella Azul\7854-GP03.dwg 12/14/2020 11:26 AM