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2013-11652 G (Plans)}t 4 RIGHT OF WAY NOTE EROSION CONTROL OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DON CONLEY OWNER & PERMITTEE: HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN AT 858 - 922 -7501 24 HOURS A DAY. DONALD W. CONLEY & CYNTHIA LEE CONLEY ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE P.O. BOX 1519 OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING SOLANA BEACH, CA 92075 THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED (858)- 922 -7501 DRAINAGE NOTE ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO SITE LOCATION: DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE APPROVED DRAINAGE FACILITY. ENGINEERING INSPECTOR. APN: 262- 021 -03 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE UTILITY NOTE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 1468 CREST DRIVE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY ENCINITAS, CA 92024 THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES GENERAL NOTES WHICH MAY ARISE. LEGAL DESCRIPTION: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT LOT 3, BLOCK B OF PALOMARES HEIGHTS, IN THE CITY OF PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. ENCINITAS, COUNTY OF SAN DIEGO, STATE IN CALIFORNIA, AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ACCORDING O MAP THERE DI N0. STATE FILED IN THE SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE OFFICE OF THE COUNTY RECORDER 2114, SAN DIEGO COUNTY, INCORPORATED HEREON. JUNE 19, 1928. 2. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION, PROPOSED SFR DEVELOPMENT, 1468 CREST DRIVE, ENCINITAS, CA (APN 262 - 021 -03) PREPARED BY VINJE & MIDDLETON ENGINEERING, INC. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT DATED 04 -10 -13 , PROJECT# 13 -129 -P SHALL BE CONSIDERED AS A PART OF THIS GRADING THE CONCLUSION OF EACH WORK DAY. PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND g. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING SPECIFICATIONS CONTAINED IN SAID REPORT. DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. OWNER'S CERTIFICATE EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. NOTIFICATIONS GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY ND ADVISE ON THE COMPACTION AND 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE STABILITY OF THE S PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, THE BEST OF OUR KNOWLEDGE HOWEVER: THE CONTRACTOR OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT SIGNATURE: / DATE: OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR DONALD W. CONLEY LICENSED LAND SURVEYOR. VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. COUNTY OF SAN DIEGO DEH 619- 341 -2129 z 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING B. GAS & ELECTRIC - SDGE - 811 SIGNATURE: - DATE: SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL C. WATER - SAN DIEGUITO WATER DISTRICT - 811 CYNTHIA LEE CONLEY D. TELEPHONE - SBC BELL - 811 SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. E. CABLE TV - COX COMMUNICATIONS - 811 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON VICINITY MAP T.B. PG.1167 -F2 SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. ON THIS PROJECT. PHONE: (760)- 633 -2770. IMPERVIOUS AREA THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER 9 PRE-CONSTRUCTION MPRESENT: 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: 760 - ( ) IMPERVIOUS AREA I, S. MEHDI S. SHARIAT A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, REQUIREMENTS THE ONSITEAWITH TOHE FOLLOWING PEOPLE CITY INSPECTOR, CIVILENGINEER, SOILS ENGN ENGINEER, 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION FOOT FOOTPRINT AREA:ION: SQFT -� �V7 GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH AND REMOVAL. LANDSCAPE HARDSCAPE: - SQFT --,> qL{ qe) THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY IMPERVIOUS DRIVEWAY: - SQFT- , f Q G5 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN SOILS ENGINEERS CERTIFICATE 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 I, S. MEHDI S. SHARIAT A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SPECIFICATI S. 1. SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS VADE BY ME OR 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING UNDER MY DIRECTION ON APr:l (O. 2g* 1.3 AND FOR AN UPDATE ON 450M+• 9. SAWS APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY PROVIDED STATING: "THE GRADING UNDER PERMIT 11652 -G HAS BEEN PERFORMED IN SUBSTANTIAL RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I BEST LANDSCAPE PRACTICES CHECKLIST HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN FE I EFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE (� r OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR ORDINANCE. BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR ENGINEER AND HIS /H AGENTS /bR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT AGENCY AND EMPLO NT AND/ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. V �E % Z�iI�I HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. ?, COUNTY OF SAN DIEGO -DEH PARKS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY SIGNATURE: DATE: Z R S EPTIC ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. DQUGLAS E. LOGAN ( ) 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST COMPANY: RANCHO COASTAL ENGINEERING &SURVEYING. INC. MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR ADDRESS: 310 S. TWIN OAKS VALLEY RD. 107 -297 WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE PHONE NUMBER: 760- 510 -3152 9fROFESS /ONq DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR p$ E. < RCE EXPIRES: 12/31/2013 v y DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA �QOJ� � C, (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY z PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST � C 39726 z 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. sr_ civl�, �v OF' CAl- ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 S. TWIN OAKS VALLEY RD., #107 -297 SAN MARCOS, CA. 92078 (760) 510 -3152 Ph / (760) 510 -3153 Fax l� W J z EARTHWORK o STEEPEST EXISTING NATURAL SLOPE ON -SITE = 8 H: 1 V MAXIMUM VERTICAL DEPTH OF CUT = 5 -FT. MAXIMUM VERTICAL DEPTH OF FILL = 5 -FT. CUT = 300 C.Y. + /- FILL = 1750 C.Y. + /- IMPORT =1450 C.Y. + /- REMEDIAL= 1000 C.Y. + /- THE OPINION OF EARTHWORK QUANTITIES SHOWN ABOVE ARE UNADJUSTED GROSS VOLUMES AND DO NOT INCLUDE THE EFFECTS OF SCARIFYING, OVER M EXCAVATION, RECOMPACTION, SHRINKAGE, SUBSIDENCE OR OTHER FACTORS AND ARE SUBJECT TO FIELD CONDITIONS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS REPORT AND ARE FOR REFERENCE AND PERMITTING FEE 0 PURPOSES ONLY. ' iz) SINCE THE CIVIL ENGINEER CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR DURING GRADING OPERATIONS, NOR CAN THE CIVIL ENGINEER GUARANTEE THE EXACT SOILS CONDITIONS OVER THE ENTIRE SITE, THE CIVIL ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL EARTHWORK QUANTITIES. WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS: STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2012 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996 EDITION). 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006. 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. DESCRIPTION STD DWG SYMBOL PROPERTY LINE: - EASEMENT LINE: - - - - - - EX. EDGE OF PAVEMENT.. ......... _ . ............................... EX. CHAIN LINK FENCE I EX. WOOD FENCE, ........ . . . . . ..... . EXISTING CONTOUR;,, PROPOSED CONTOUR:, DRAINAGE: .............................. .............................. 4! 810-RETENTION AREA........ . . ........ ............................... (NOT TO BE MODIFIED WITHOUT CITY PERMIT) D.G. DRIVEWAY . 4" PVC /ABS DRAIN PIPE RETAINING WALL Q S1' 4> KEYS-rowE .... PROPOSED BUILDING ... .......... I. .............................. . 77777 P.C.C. D/W & HARDSCAPE....... . ,,, AREA DRAINS (PER PLAN) ..... ....... .._.,. SHEET INDEX SHEET 1 COVER SHEET SHEET 2 GRADING PLAN SHEET 3 EROSION CONTROL PLAN & NOTES BMP PROJECT STATUS STANDARD PROJECT APPROVED BY DATE 1C.OV DATC PUBLIC WORKS PLANNING AND BUILDING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT 10 l z (o l3 /2 -5 -13 Iz to s.�3 Si DATE SIGN DATE SIGN DATE SIGN DA E SIGNATURE TO EXPIRE 2 YEARS AFTER DATE SIGNED CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIDGLED DRVV BY: CHECK I DEEP BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. [4t-hl f4tA 40, 1i h /W.M 3/27114 DESCRIPTION: 2.5" BRASS DISC IN CURB STAMPED "CITY LANS PREPARED UNDER SUPERVISION OF RECOMMENDED: •SRC? APP R GRADING & DRAINAGE PLAN FOR: ah OF ENCINITAS SURVEY CONTROL ENC -39" 1 (� - J V 1 CONLEY N L E Y R E S I D E N C E Q- K W r Q (b LOCATON:NORTHWEST CORNER OF BIRMINGHAM AND LAKE HORIZONTAL: N A DATE: VERTICAL: N/A R.C.E. N0. 39726 2 JS �H� MAJHE�R�, GLENN PRUIM%� 1468 CREST DRIVE 11652-G y 0(jl�i 7/Z S RECORD FROM: CITY OF ENCINITAS SUR. CNTRL.NETWORK X1039 ENGINEER s4 -11... /z- /? /3 �2 ELEVATION: 323.983' DATUM: NAVD88 DOUGLAS E. LOGAN EXP. 12 -31 -13 DATE DATES CASE NO. 13 -071 CDP SHEET 1 OF 3 �!7 _ �I I lS l za is r bum 7 9 7 IS U Z O z O U (n Li U Ud CD O _J Q w IRS N Iriil O Ln IN• O z w z O a_ I CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED ". THE SOILS EPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND PLAN THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. SPECIFICATI S. 1. HOMEOWNER SHALL IMPLEMENT USE OF AUTOMATIC IRRIGATION CONTROLLER USING EITHER ETo OR MOISTURE SENSOR DATA. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS SIGNED: a 2. HOMEOWNER SHALL USE NATIVE PLANTS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS 3. HOMEOWNER SHALL IMPLEMENT LOW VOLUME IRRIGATION WHERE APPLICABLE AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED GE NO.: E 2885 4. HOMEOWNER SHALL MINIMIZE LOW HEAD DRAINAGE AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING ND. 2886 y Ek%12,01/14 5. HOMEOWNER SHALL AVOID OVERSPRAY OF PLANTER AREAS OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS EXP. DATE: 12 -31 -14 * 6. RUN OFF SHALL BE DIRECTED TO BIO- RETENTION AREA SHOWN ON SITE PLAN SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR JOB : 13- 129 -P P��t # 7. ANY SLOPE GREATER THAN 25% WILL BE IRRIGATED WITH AN IRRIGATION SYSTEM WITH A PRECIPITAATION THEIR INTENDED USE. AL1F RATE OF .75 INCHES PER HOUR OR LESS COMPANY: VINJE & MIDDLETON ENGINEERING, IN 8. ALL IMPERMEABLE SURFACES SHALL BE CONSTRUCTED TO DRAIN ENTIRELY INTO A LANDSCAPED AREA 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE ADDRESS: 2450 AUTO PARK WAY, ESCONDIDO, CA 92029 9. IRRIGATION SYSTEM SHALL BE DESIGNED WITH THE EFFICIENCY NECESSARY TO MEET THE MAWA DRAINAGE AND PREVENT PO OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES S OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL PHONE: 760 - 743 -1214 10. GRADING SHALL BE DESIGNED FOR THE EFFICIENT USE OF WATER BY MINIMIZING SOIL EROSION, RUNOFF, MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT AND WATER WASTE DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 11. ONLY LOW VOLUME OR SUBSURFACE IRRIGATION SHALL BE USED FOR TURF IN A LANDSCAPED AREA: ON A SLOPE GREATER THAN 25% GRADE WHERE` THE TOE OF THE SLOPE IS ADJACENT TO AN 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN IMPERMEABLE HARDSCAPE WHERE ANY DIMENSION OF THE LANDSCAPED AREA IS LESS THAN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE STATEMENT OF ENGINEER OF WORK 6' - 0" WIDE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL ALLUVIAL SOULS BE REMOVED SUITABLE O THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL LANDSCAPE NOTES: SOILS SCARIFIED A OF 2 INCHES AND THEN COMPLY COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE LANDSCAPED AREA: 690 S.F. EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY MAWA CALCULATION: 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC MAWA= (ETo)(0.62)[0.7 x LA + 0.3 x SLA ] AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ^^ � � MAWA = (42.9)(0.62)[0.7 690 + 0.3 O] A PAC J �V I L ( PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT x x , ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR TH ER MAWA =1, 2846.83 GALLONS PER YEAR EFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE (� r OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR ORDINANCE. BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR ENGINEER AND HIS /H AGENTS /bR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT AGENCY AND EMPLO NT AND/ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. V �E % Z�iI�I HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. ?, COUNTY OF SAN DIEGO -DEH PARKS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY SIGNATURE: DATE: Z R S EPTIC ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. DQUGLAS E. LOGAN ( ) 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST COMPANY: RANCHO COASTAL ENGINEERING &SURVEYING. INC. MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR ADDRESS: 310 S. TWIN OAKS VALLEY RD. 107 -297 WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE PHONE NUMBER: 760- 510 -3152 9fROFESS /ONq DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR p$ E. < RCE EXPIRES: 12/31/2013 v y DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA �QOJ� � C, (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY z PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST � C 39726 z 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. sr_ civl�, �v OF' CAl- ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 S. TWIN OAKS VALLEY RD., #107 -297 SAN MARCOS, CA. 92078 (760) 510 -3152 Ph / (760) 510 -3153 Fax l� W J z EARTHWORK o STEEPEST EXISTING NATURAL SLOPE ON -SITE = 8 H: 1 V MAXIMUM VERTICAL DEPTH OF CUT = 5 -FT. MAXIMUM VERTICAL DEPTH OF FILL = 5 -FT. CUT = 300 C.Y. + /- FILL = 1750 C.Y. + /- IMPORT =1450 C.Y. + /- REMEDIAL= 1000 C.Y. + /- THE OPINION OF EARTHWORK QUANTITIES SHOWN ABOVE ARE UNADJUSTED GROSS VOLUMES AND DO NOT INCLUDE THE EFFECTS OF SCARIFYING, OVER M EXCAVATION, RECOMPACTION, SHRINKAGE, SUBSIDENCE OR OTHER FACTORS AND ARE SUBJECT TO FIELD CONDITIONS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS REPORT AND ARE FOR REFERENCE AND PERMITTING FEE 0 PURPOSES ONLY. ' iz) SINCE THE CIVIL ENGINEER CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR DURING GRADING OPERATIONS, NOR CAN THE CIVIL ENGINEER GUARANTEE THE EXACT SOILS CONDITIONS OVER THE ENTIRE SITE, THE CIVIL ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL EARTHWORK QUANTITIES. WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS: STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2012 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996 EDITION). 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006. 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. DESCRIPTION STD DWG SYMBOL PROPERTY LINE: - EASEMENT LINE: - - - - - - EX. EDGE OF PAVEMENT.. ......... _ . ............................... EX. CHAIN LINK FENCE I EX. WOOD FENCE, ........ . . . . . ..... . EXISTING CONTOUR;,, PROPOSED CONTOUR:, DRAINAGE: .............................. .............................. 4! 810-RETENTION AREA........ . . ........ ............................... (NOT TO BE MODIFIED WITHOUT CITY PERMIT) D.G. DRIVEWAY . 4" PVC /ABS DRAIN PIPE RETAINING WALL Q S1' 4> KEYS-rowE .... PROPOSED BUILDING ... .......... I. .............................. . 77777 P.C.C. D/W & HARDSCAPE....... . ,,, AREA DRAINS (PER PLAN) ..... ....... .._.,. SHEET INDEX SHEET 1 COVER SHEET SHEET 2 GRADING PLAN SHEET 3 EROSION CONTROL PLAN & NOTES BMP PROJECT STATUS STANDARD PROJECT APPROVED BY DATE 1C.OV DATC PUBLIC WORKS PLANNING AND BUILDING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT 10 l z (o l3 /2 -5 -13 Iz to s.�3 Si DATE SIGN DATE SIGN DATE SIGN DA E SIGNATURE TO EXPIRE 2 YEARS AFTER DATE SIGNED CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIDGLED DRVV BY: CHECK I DEEP BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. [4t-hl f4tA 40, 1i h /W.M 3/27114 DESCRIPTION: 2.5" BRASS DISC IN CURB STAMPED "CITY LANS PREPARED UNDER SUPERVISION OF RECOMMENDED: •SRC? APP R GRADING & DRAINAGE PLAN FOR: ah OF ENCINITAS SURVEY CONTROL ENC -39" 1 (� - J V 1 CONLEY N L E Y R E S I D E N C E Q- K W r Q (b LOCATON:NORTHWEST CORNER OF BIRMINGHAM AND LAKE HORIZONTAL: N A DATE: VERTICAL: N/A R.C.E. N0. 39726 2 JS �H� MAJHE�R�, GLENN PRUIM%� 1468 CREST DRIVE 11652-G y 0(jl�i 7/Z S RECORD FROM: CITY OF ENCINITAS SUR. CNTRL.NETWORK X1039 ENGINEER s4 -11... /z- /? /3 �2 ELEVATION: 323.983' DATUM: NAVD88 DOUGLAS E. LOGAN EXP. 12 -31 -13 DATE DATES CASE NO. 13 -071 CDP SHEET 1 OF 3 �!7 _ �I I lS l za is r bum 7 9 7 IS U Z O z O U (n Li U Ud CD O _J Q w IRS N Iriil O Ln IN• O z w z O a_ I I O z � W J �s m CL U Or zo I °Z I =Q 0 N N O I N co N Z d Q p,� L. 'I��'RN► � 'P�� CUfLL �Lou�kv Gfi APN: 262- 021 -02 N 89'38'39 W 4 "1 tx f CAS 4 P 4 t A CONTO GRA ° EXISTING VERTICAL - SEEPAGE PIT (PROTECT IN PLAC / I L a SEPTIC ANK f 5' v 5a N CD I N Q Q CHANGE NO. \li I : I f PAGE PIT t1 n V1, i "C-111 T.W. 385.0 B.W. 4 4 d 00 N Q .�Q17 • 4 -- - - � 1' / - - -z9 - - - - -- ZA VSETBACk 42 Sy 2 Q11\1 LINE CD SF �. \S 4 , Q PENED FOOTIG BUILDING PLANS, 4 PROPOSED t a 384.25 F.S. BARN PAD EL 8880 '33' a � FF: 883.75 3 r GARAGE / Q / �c O 4 C-4 S ►©0 COVENANT REGARDING REAL PROPERTY: HOLD CITY HARMLESS FOR DRAINAGE. DOC. NO. 2,013-0695184 DATED 11 -26- .2013 DESCRIPTION APPROVED DATE N 89'38'39 W 4� VP BENCHMARK SCALE )ON: 2.5° BRASS DISC IN CURB STAMPED "CITY OF.ENCINITAS.SURVEY CONTROL ENC -39" HORIZONTAL: 1" = 10' ;NORTHWEST CORNER OF BIRMINGHAM AND LAKE DRIVE VERTICAL: N/A FROM: CITY OF ENCINITAS SUR, CNTRLNETWORK 410�o t 323.983'. DATUM; NAVD88 099 (5 Q • a �o m pkwAo l sz Lo lzv ' a 4 tk ?AT to PROPOSED RESIDENCE PAD EL: 884,0 FF: 884.75 WVI 1 WORK TO BE DONE: (E) POWER POLE /�1\ 1i� CONSTRUCT 16' MIN. DRIVEWAY AS SHOWN ON PLAN PER TO REMAIN P28894 �L-� SOILS ENGINEER RECOMMENDATIONS NTH S- PAVERS 4cl PER SECTION, SHT. 3. J O P.C.C. DRIVEWAY PER SOILS ENGINEER'S RECOMMENDATIONS, i'I'} PER P.C.C. SECTION BELOW. t. rf,'r J' 88� 3 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER ARCHITECT'S T W 388,5 ' 7 { ,v �� A �' 140" ( PLANS, PER PCC SECTION BELOW. T.W. 387.5 B.W. 386,0 T.W. 389.0 _ y B.W. 385.0 B. W. 387.0 t 1 � 1�. • p. " INSTALL 6 MIN.) AREA DRAINS AND 4" P.V.C. DRAINPIPE AS SHOWN ON PLAN. S 1 QCONSTRUCT P.C.C. BROW DITCH PER D -75 5 INSTALL RETAINING WALL PER PLAN. %� CONSTRUCT BIO- RETENTION BASIN PER DETAIL ON SHEET 3. B I P z SURFACE AREA = 900 S.F. (TO BE PRIVATELY MAINTAINED} oA0 5% ao 1 OD w lb"ZIA16 GRASS GR&;We PER 8000E/'91 !III �*R 3 0 ' dj `ggli 3 3 i� WWI* __ R I E. Y as r I I F..l .t. f ✓V3F( 1 i MAINTAI DRAINAGE �• ON STDRIVE Y � 1 13 aVQ% JVAi S ViQ A io 4,4 f5 vou'6 jv�.�o %to -V�• �� II- • s� � S• r n 1 APN: 262- 021 -'04 B3 DISTRICT APPROVAL mu 4" D 0.64% —fl- 2:1 FILL 382 "C -4 "( 6 F 22554.97,' .5 Y ®r (E) EDGE OFE�S���� �L�D7���� WALLS 1' PAVEMENT I 1 _ I— r NOTES & SURVEYxINFORMATION: 1. A FIELD SURVEY WAS CONDUCTED BY RANCHO COASTAL ENGINEERING SETBA LINE' 38g ` s ... - AND SURVEYING, INC. ON MARCH 11, 2013 FOR THE TOPOGRAPHY �y ONLY. THE BOUNDARY WAS PLOTTED FROM RECORD INFORMATION, PER • W Y MAP 2114. IN ADDITION, FOUND MONUMENTATION ACOSS THE STREET n� W.M. I PER R.O.S. 15985 WAS ALSO UTILIZED. A PRECISE BOUNDARY WAS ® (E) WATER METER �% YQ l� NOT AND HAS NOT BEEN CONDUCTED. _ a TO REMAIN 'Qp�ry -IF THIS PROJECT IS CONSTRUCTION STAKED BY A SURVEY CREW THA I 1V 82,9 T.G. p �1 , 25' IS NOT UNDER THE DIRECT SUPERVISION OF THE SIGNATORY ENGINEER, 81.00 I.E• °. ` THEN SAID ENGINEER WILL NO LONGER BE THE ENGINEER OF RECORD 2" SQUARE AND IS NOT RESPONSIBLE FOR THE FINAL OUTCOME OF THE PROJECT. RAI AREA DN 1 THE SIGNATORY ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS X 386 4' OR OMISSIONS THAT COULD HAVE BEEN CORRECTED HAD THE PROJECT { 13 BEEN STAKED BY A SURVEY CREW UNDER HIS DIRECT SUPERVISION. 3. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL • `, UTILITIES (WHETHER DEPICTED HEREON OR NOT) PRIOR TO CONSTRUCTION. CONTRACTOR TO PROVIDE LOCATION INFORMATION TO I1� ENGINEER OF WORK WITH SUFFICIENT TIME TO AMEND DESIGN IN THE x '�� EVENT THAT FIELD CONDITIONS DIFFER FROM THIS PLAN. lV PLANNING & FIRE NOTES, THE HEIGHT OF ALL FUTURE STRUCTURES SHALL BE MEASURED FROM THE LOWER OF THE EXISTING OR FINISHED GRADE. �� • ALL WALLS, FENCES OR COMBINED RETAINING WALL /FENCES SHALL NOT EXCEED 4 -FEET IN HEIGHT WITHIN THE FIRST FIFTEEN FEET OF THE I ' PROPERTY AND 6 -FEET IN HEIGHT AROUND THE REST OF THE SITE. (E) POWER POLE • ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED , TO REMAIN P12fl931 VERTICAL CLEARANCE OF NOT LESS THAN 13 -FEET 6- INCHES. 0.60 I.E. �3 • PRIOR TO DEUVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS , SQUARE x• ° ' TO THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE i m 3g4i EA RAIN D 4 COMPLETED TO THE SATISFACTIOON OF THE FIRE DEPARTMENT: 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY �C THE APPROPRIATE INSPECTING DEPARTMENT OR AGENEY. 2. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN i 6�• ^ $ i`.. i PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES. S� _- -,,,a �1p t rf 3 3. ANY /ALL REQUIRED FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE -., — AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER f f DISTRICT. % e ' a ^ 1 i 17 < r r 1 rkM y AN OUT 380.00 BROW DITCH TO INTERCEPT ALL DRAINAGE AND ROUTE TO BIORETENTION A?. MEW 5FlTLt5_,E_l7F PREPA UNDER SUPERVISION OF � RECOMMENDED: ��� APPROVED: DATE: 911 1"' ,/ J—_ SIH MAHER, WGLENN PRUIM,DIRECTOR OF DGNEERING R.C.E. NO. 39726 8/8/ 14 + PUBLIC WORKS GINEER ° 3 E. LOGAN EXP. 12 -31 -15 DATE DATE R 1 z > O d X55 ' PCC SECTION S ° FIRE LANE PCC PAVEMENT SECTIONS SUBJECTED TO HEAVY TRUCK LOADS LJ Z u OF 75,000 POUNDS SHOULD CONSIST OF A MINIMUM OF 6 INCHES ' Ey t CONCRETE PAVING SECTION OVER 4 INCHES OF 95% COMPACTED CALTRANS CLASS 2 AGGREGATE BASE (AB) OVER 6 INCHES OF 95% COMPACTED L,J SUBGRADE. PCC PAVEMENTS SHOULD BE REINFORCED WITH #4 REINFORCING Z d� BARS AT 18 INCHES ON CENTERS EACH WAY, PLACED NEAR THE CENTER OF THE SLAB. USE MINIMUM 560 -C -3250 CONCRETE PER STANDARD (p SRECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). W ACCESS SECTION LOAD REQUIREMENTS d a j I ALL A CESS SECTIONS SHALL SUPPORT 75,000 LBS. LOADING. �::�E L-1 N t tF Gem VVta y 00 l iii a-�, 1 In �• Q• G�. t 1/1�"� N O In iQtZOFESS /pNq `AA E. •�l�l �.Ndl�� z z � m 10 5 0 10 20 C 39726 Ia O <- a A LC} 1p clv1� �P SCALE IN FEET N 9 w O Q OF CAt-XE SCALE: 1" = 10' INITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 0 PLAN FOR: Z CONLEY RESIDENCE ww 11 652 —G z 1 468 CREST DRIVE z CASE NO. 13 -071 CDP na arrT n. nr = Lv I z zz I LJ N Li N ¢o N F--m N uo w Fw z In zoo z Q xa 0cr mo f Lo to r W N N 0 0 0 III Ke, N N N I N co N Q ` -D► V� 611 iJ 1 1 �� l��W. `C I YYVICf� I V DC LIVING. -i I 61.1►�t1�1 q •� o fL " �-q " Ul u �r� srA L ,{�,� 2 �7 h ; 1 I 1O CONSTRUCT 16' MIN. P.C.C. AND D G. RIVEWAY AS ' l 1`��jl 1 I SHOWN ON PLAN PER SOILS ENGINE 0 1 1Ay1n 1 /p' �� �� � � �t ,/I Avi �� �� �Q,�!'f ()� a.' �( G���� RECOMMENDATIONS. SEE SECTION BE =W. A� 1 Y+L� •��l -��11' VVv"�� it1 V`� , EX. POWEI POLE I) ��® 1' +'�W I ✓�C�� 1t TO REMAI I 2O CONSTRUCT HARDSCAPE PER SOILS ENGINEER'S vlw P 8894 RECOMMENDATIONS,' PER PCC SECTION BELOW. M .� APN: 262— 31 � I T c_t,r}2 g ,1 3O CONSTRUCT 4" THICK CONCRETE SIDEWALK PER DI`t' P"` o „ W 3 W 8 •5 W 9 0 1" ARCHITECTS PLANS PER PCC SECTION BELOW lid `J Lt` 7.0 $ N 89 38 39 W 231. s.8 B 9 II­ ` 4O INSTALL 6" (MIN.) AREA DRAINS AND 4" P.V.C. '+��� l 1 DRAINPIPE AS SHOWN ON PLAN. O 4 _ J O i` 6��0 p F Q Q 3' 5O CONSTRUCT P.C.C. BROW DITCH, PER. D -7A ° eG 3 h{'�i FYV✓ 4I p �. �d, Q� ` �] O°�° = E ATE 1 ( O CONSTRUCT Y „ _ '\ 4 4 M p f P.C.C. rC_C• y - 6' -' 7O CONSTRUCT BIO- RETENTION BASIN PER - DETAIL ON `,� �, _ _ sV - - - -' 4 _ - -Q_ - - _ - _ - 1 �_ - - - - G. DRI TO I SHEET 3. SURFACE AREA = 900 S.F. (TO BE A� p ` L �/ �) 16� �/ET _ ' i' PRIVATELY MAINTAINED) 7 �i/ r7 P D WIT `ti„-1 '. J Qp4 4 4' �. C o �S K LI p EX. 12" A -/ ( WWIN INK ENC TO E PL C U IP L EXI TING f� \� N y ) WATERLINE I ) 0 PLA PRI TO VE ICAL (SEEP�,GE PITT ? I �" j s (a S 1 p 8 y p (PR TECTIIN PLy4CE) I ; PROPOSED 4 Q T �� T K �E) II NOTES & SURVEY INFORMATION: lc j < G� i ! "'I BARN 38. 4.?f F•S. Q 1. A FIELD SURVEY WAS CONDUCTED BY RANCHO COASTAL ENGINEERING AND / 1 r p ° Q a4 ; \ EDGE OF SURVEYING, INC. ON MARCH 11, 2013 FOR THE TOPOGRAPHY ONLY. THE � rfD' PAD I L — " 'l/ pF: // �� BOUNDARY WAS PLOTTED FROM RECORD INFORMATION, PER MAP 2114. IN S¢.' Tit rut K \., d F //� I Y 1 •Y" ADDITION, FOUND MONUMENTATION ACOSS THE STREET PER R.O.S. 15985 ( �Q�Q� 11J • 1„F/I 383•Q { p iii I v O E _ I WAS ALSO UTILIZED. A PRECISE BOUNDARY WAS NOT AND HAS NOT BEEN CONDUCTED. (w•5 a g • � s �� •- �+ � ^ I 2. IF THIS PROJECT IS CONSTRUCTION STAKED BY A SURVEY CREW THAT IS NOT UNDER THE DIRECT SUPERVISION Of THE SIGNATORY ENGINEER, THEN SAID GARAGE ( \ � ENGINEER WILL NO LONGER BE THE ENGINEER OF RECORD AND IS NOT 4 1/ —X 1T1 m RESPONSIBLE FOR THE FINAL OUTCOME OF THE PROJECT. THE SIGNATORY Q A' ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT q ! \ • y I p g• 5, I I COULD HAVE BEEN CORRECTED HAD THE PROJECT BEEN STAKED BY A SURVEY 0 4 / ` N �OF . p ©Q OOF. I I, f,; C%j��LO�s I. /n (j� 1 I CREW UNDER HIS DIRECT SUPERVISION. S �'S \i W v l� 8 V � ) 5 s 3. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL 3 RESER E VER CAL S EPAG PIT \ z 1 I UTILITES (WHETHER DEPICTED HEREON OR NOT) PRIOR TO CONSTRUCTION. Ir r,, y IG \V I CONTRACTOR TO PROVIDE LOCATION INFORMATION TO ENGINEER OF WORK I } w p �j I WITH SUFFICIENT TIME TO AMEND DESIGN IN THE EVENT THAT FIELD 383 °. I I CONDITIONS DIFFER FROM THIS PLAN. r 0 I 51 m .� 1 (MIN) PLANNING & FIRE NOTES: illop" I o0 r M To M I rl M PAD EL: 382.0 PROPOSED POOL (SEPARATE PERMIT) =382 METER I l w I p 381 0 I.E. I TO • M ' E STI ES A ON IGHT F TO MAI THE RIV A D REM IN i 12" SQUARE 5, GAD G F TH D IV AY S B D I NE U S _ A DRAIN I. < I C R C T CI U AN ES N E N G 4 ` /+ —s I • THE HEIGHT OF ALL FUTURE STRUCTURES SHALL BE MEASURED FROM THE /4 I 13 I LOWER OF THE EXISTING OR FINISHED GRADE. / I I I • ALL WALLS, FENCES OR COMBINED RETAINING WALL /FENCES SHALL NOT OPOSED i ( I I EXCEED 4 -FEET IN HEIGHT WITHIN THE FIRST FIFTEEN FEET OF THE PROPERTY R DENCE I ` I iII ,�(�� W AND 6-FEET IN HEIGHT AROUND THE REST OF THE SITE. Q PAD 384.0 p �'� I X II �1 .�J ' • ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED i p oF' I Q S FF: 384. }S• VERTICAL CLEARANCE OF NOT LESS THAN 13 -FEET 6-INCHES. �k60 . Q — — �OF i✓ /' t I PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS 1� �g X TO THE PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS SHALL BE D < D 4 I COMPLETED TO THE SATISFACTIOON OF THE FIRE DEPARTMENT: ENTRY 4 �F G 1.0% p 0F� 10.0% I 0 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE ���• Q I p I' 1 Jr APPROPRIATE INSPECTING DEPARTMENT OR AGENEY. 4 I 2. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY 3 VEHICLES. T.G. � h p �+ ACCEPTED BY THE FIRE DEPARTMENTAND APPLICABLE WATER DISTRICT 1 �"" v 380.6 S IE I ., � 3 ANY /ALL REQUIRED FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND 12" UARE � + k AREA DRAIN I 4 DG SECTION � 4 0 4 PATIO \ _ `� . -X. POWER PO D.G. PAVEMENT STRUCTURAL SECTIONS SUBJECTED TO TRUCK LOADS OF 75,000 o TD REMAIN I POUNDS SHOULD CONSIST OF A MINIMUM 12 INCHES OF 95 %COMPACTED D.G. ® I' p 1 /v ✓ lii� I �� 31 Pl X09 (PER GREEN BOOK STANDARDS) OVER ONSITE SUBGRADE SOILS COMP ACTED TO MINIMUM 95% COMPACTION LEVELS WITHIN THE UPPER 12 INCHES. 4 © p`� t,� l 4 7 PCC SECTION z \ s `�8 J �^ 4 J� �4'S Sti 0 !�'� °� \ �y 8 osoT a a rV�Z C GI"v� DVS °j,.� FIRE LANE PCC PAVEMENT SECTIONS SUBJECTED TO HEAVY TRUCK LOADS OF ,\ --, � � ` FL�O �� � ` 75,000 POUNDS SHOULD CONSIST OF A MINIMUM OF 6 INCHES CONCRETE PAVING U /F \� Lq o OF 1 0% �.•� 7 S T Q . F F �� jq/h�/O �. O SECTION OVER 4 INCHES OAF 95% COMPACTED CALTRANS CLASS 2 AGGREGATE BASE Q y�" ) I �G� s (AB) OVER 6 INCHES OF 95% COMPACTED SUBGRADE. PCC PAVEMENTS SHOULD BE W ® yg�' 4p �G 4 0 ' REINFORCED WITH #4 REINFORCING BARS AT 18 INCHES ON CENTERS EACH WAY, L 383 9p \F • \ ` I vV PLACED NEAR THE CENTER OF THE SLAB. USE MINIMUM 560 -C -3250 CONCRETE PER a- 8 �$ STANDARD SRECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). :D O 34 F. V) U - 77�i3 CCESS SECTION LOAD REQUIREMENTS ° F��G (MqX 4\ h 4 4 1 I v Q ALL ACCESS SECTIONS SHALL SUPPORT 75,000 LBS. LOADING. U °n cl eti _ p Z / ® �O a o Sy Lw CD rn 2d ...._ 6 Z 7 3 Sj9 Y �o �di ,f &" `�-D ?82�)�T: f :^`b p 4 �O� o M SETBACK E ' 1 p Z C0 - - -- -- - -�8 — - -- 9c A- — — - ` - - - 4" ® 0.64% Q 4 t z G) w 10 5 0 10 20 z J .. � Q a N Q W 3�S 3 G 2:1 FILL 0•gl�• CL A OUT NSTRUCT CONCRETE 0 [n 383 � 4 0 I.E. THEIR NON- ERODABLE p SCALE IN FEET RI\IA R • 4-382 1 SURFACE IN` THE FIRST SCALE: 1 = 10' a0 B.W. 380.0 6 B 382 opo� °c�Z �� 5 W. 377.0 5 L�,' ' BROW DITCH TO INTERCEPT ALL Z 5 N 89° 38' 39" W 2 4.9T 381.50 T.G. 1�71Kw gr-- �7�I�OKL W DRAINAGE AND ROUTE TO BIORETENTION c 3s7zs m cr Co7�l >zr:GARD,N& >z�L APN: 262 - 021 -04 380.60 I.E. • N_- PR°P�rz-rY: MOLD CITY HARM LFZ3 ag D g CIVI- Doc.2015 - 069518y T � ✓. 2013 0 v elb T /q 50 ,5 OF CA\� P U OLn N S zI QO f)f, Ln L LJ �O Q � Z CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVA DESOEE BY: /DRAWN BY: cHECDDED BY: WENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N0. o V W N 1 III . 2 DESCRIPTION: 2.5" BRASS DISC IN CURB STAMPED "CITY P ANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP GRADING & DRAINAGE PLAN FOR: Ld Z U h� OF ENCINITAS SURVEY CONTROL ENC -39" ^` E W VC LOCATION: NORTHWEST CORNER OF BIRMINGHAM AND LAKE HORIZONTAL' h" = 10' DATE: a �� M � /w C 0 N LEY RESIDENCE Z z DRIVE VERTICAL: N/A R.C.E. NO. 39726 MASIH MAHER, GLENN PRUIM, 1468 CREST DRIVE 11652 -G �D O RECORD FROM: CITY OF ENCINITAS SUR. CNTRLNETWORK #1039 ENOINaR 12. /1 a/ 13 �Z� 9�3 w � ELEVATION: 323.983' DATUM: NAVD88 DOUGLA LOGAN EXP, 12 -31 -13 DATE DATE CASE NO. 13 -071 CDP SHEET 2 OF 3 CH 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 SHA LL PROJECTS C 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. 3 BAGS HIGH (MAX.) 2 BAGS HIGH (MIN.) 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. T HE TRASH ENCLOSURES S HALL HAVE A N 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. DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL 12" THICK SECTION OF I MINUS ROCK OVER M IRAFI FW 400 GEOTHEXTILE LINING 0" MIN. 36" RETENTION AREA SHALL BE LEVEL & DEPRESSED A MIN. OF 10" FROM THE SURROUNDING GRADE SURFACE AREA =900 S.F. (12-Y HARDWOOD MULCH 18" MIN. ENGINEERED Z *SEE NOTE BELOW 2 -3" OF 3/8" GRAVEL 3/4" CRUSHED ROCK *BIORETENTION 'ENGINEERED SOIL "LAYER SHALL BE MINIMUM 24 "DEEP 'SANDY LOAM "SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL CALCULATIONS. BIORETENTION BASIN DETAIL 2 NOT TO SCALE 12" THICK SECTION OF 6" MINUS ROCK OVER MIRAFI FW 400 GEOTEXTILE LINING RIP RAP BIORETENTION BASIN PER DETAIL THIS SHEET NOTE: LOWER BAG ROW TO BE BURIED 6" UNDER GRADE. `a II —III_I NO SCALE EXISTING GROUND (TO BE PRIVATELY MAINTAINED) GRAVEL BAG CHECK DAM SECTION A —A SCALE H: 1 " =5' V: 1 " =1' NO. DES RIPTI N APPROVED DATE BENCHMARK SCALE 1 MM DESCRIFUON: 2.5" BRASS DISC IN CURB STAMPED "CITY OF ENCINITAS SURVEY CONTROL ENC -39° HORIZONTAL: 1" _ 20' LOCATION: NORTHWEST CORNER OF BIRMINGHAM AND LAKE ° wem mviAlc DRIVE VERTICAL: N/A RECORD FROM: CITY ENCINITAS SUR. CNTRL.N�ORK #1039ENCINITAS SUR. CNTRL.N�ORK #1039 ELEVATION: 323.983' DATUM: NAVD88 k5 - ,f7o(v( SPECIAL DISTRICT APPROV SILT FENCE .............. y °. I x ° ILT F� �I S? 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A k 2 PY •1 SCALE H: 1 " =5' V: 1 " =1' FF: 384.90 FILTER FABRIC I� II SILT FENCE `NL° ,13Y: I UIRAWN BY: i CHECKED BY: EL - RVV DEL ENGINEERING DEPARTMENT APPROVALS LA PREPAID UNDER SUPERVISION / OF �1 RECOMMENDED: / APPROV DATE: IF It- R.C.E. N0. 39726 MASIH MAHER, GLENN PRUIM, ENGINEER 12/1512 v /I3 12�/y2 DOUGLAS E. LOGAN EXP. 12 -31 -13 naTF nnrr ° 0 LLJ °° �� O EL& PROVIDE APPROPRIATE TRANSITION (f) U BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT -OF -WAY cn RE IfT STABILIZED CONSTRUCTION ENTRANCE z U Of J NOT TO SCALE Ld (_D 0 z _O 00 z LLJ J J Q Q :�i Li 07 Q \ O\ COASTAL O N [G & SURVEYING U� ELOPMENT CONSULTANT 20 10 0 N 20 40 Q OI <S VALLEY RD., #107 -297 Ln RCOS, CA. 92078 Ph / (760) 510 -3153 Fax SCALE IN FEET SCALE: 1 = 20' Ltj :2 �p Q r z� CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. o EROSION CONTROL PLAN FOR: Of Z CONLEY RESIDENCE 11652 —G z z 1468 CREST DRIVE c� O CASE NO. 13 -071 CDP �i irrr nr W a_