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2019-14238 SG (Plans)RIGHT OF WAY NOTE I Si EROSION CONTROL ENCINITAS BLVD 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION; PHONE: (760)- OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BOB BOOKER HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE AT 760- 525 -8242 24 HOURS A DAY. ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR PROVIDED STATING: "THE GRADING UNDER PERMIT 14238 -SG HAS BEEN PERFORMED IN SUBSTANTIAL DATE: OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICA COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED DRAINAGE NOTE WHO CERTIFIES SUCH GRADING OPERATION. BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. RECORDER OF SAN DIEGO COUNTY, JUNE 12, 1883. ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF ING I THAT RMADE FCONDDIIT TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE OWNER'S CERTIFICATE DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE APPROVED DRAINAGE FACILITY. EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR ENGINEERING INSPECTOR. AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE MAXIMUM VERTICAL DEPTH OF FILL = 2 -FEET OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE UTILITY NOTE DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND /OR A TRADITIONALLY AND CULTURALLY AFFILIATED SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 16. THE SITE: (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE SIGNED: I WE HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES GENERAL NOTES SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS EXP. DATE: 09 -30 -19 WHICH MAY ARISE. DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND /OR THE TCA NATIVE AMERICAN MONITOR), AND ROFESS /O e Ng1, .DAMAGES DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE h��� \ m PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE y Q COMPANY: GEOTECHNICAL EXPLORATION. INC. ' GE 002007 m OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. SAN DIEGO, CA 92121 * �F r� * INCORPORATED HEREON. 2. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION PREPARED BY GEOTECHNICAL EXPLORATION, IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT INSITU( "IN PLACE"), OR PHONE: 858 - 549 -7222 sr arECHN �N PROPERTY OR IC M INC. DATED 10 -10 -2017. PROJECT# 17 -10651 AND 1'/8/19 RECOMMENDATIONS FOR UNDERPENNING IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF 8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT 2/13/19 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN . INCREASE IN IMPERVIOUS AREA: 2.740 THE CONCLUSION OF EACH WORK DAY. ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. MONITOR. 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 �� �� 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR i .. DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407.). SILT AND EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. SAN DIEGUITO WATER DISTRICT NOTES OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. • SEE SHEET 3 (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT STORMWATER POLLUTION CONTROL POST CONSTRUCTION S5° 57' 16.94 "E 100.422' PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST PROPERTIES ANYTHING OR DESTROYED SHALL BE REPLACED BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT COMPANY: RANCHO COASTAL ENGINEERING &SURVEYING INC. o E. < PUBLBC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. ADDRESS: 310 VIA VERA CRUZ. 205 e� �p5 F z # h� J� a� �c ADINGMAGED BMP /IMP NOTES PHONE NUMBER: 760- 510 -3152 ti Qo 9y , w PROPOSED DRIVEWAY 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED RCE EXPIRES: 12/31/2019 c 39726 A / )- 0) *Tq 4 $�21-I�j ��g.2l,lp �� ���� ��9 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED • SEE SHEET 3 C1V1� �,P rF or 2 • M 10 t OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A SI N DATE SIGN N N (o CHAN E N0. DESCRIPTION APPROVED LICENSED LAND SURVEYOR. NOTIFICATIONS W o ci EXISTING RESIDENCE (o o c� CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. N0. JL/r ° ff) TO REMAIN 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE ; 00 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 V1 - 3 0 DESCRIPTION: 2" SD. CO. ENG. DEPT. BRASS DISC LOCATION: TOP OF CURB EAST OF VULCAN AVE. 200 FEET NORTH ��O V) SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR - RED UNDER SUPERVISION OF DATE: x olf R.C.E. N0. 39726 RECOMMENDED: JESS OWES APPROVED: EDWARD J. ER 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 /2) MILE OF A STRUCTURE FOR HUMAN IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR 14238 --SG S5° 57' 16.94 "E STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT 1 \� 100.424' OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE 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 - OF E STREET IN THE CITY OF ENCINITAS CA SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: 1.7. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD A. SEWERS - ESD - 811 ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, B. GAS & ELECTRIC - SDGE - 811 / 6�Z N GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH C. WATER - S. SB - I I D TELEPHON - E SBC BELL - 811 RECORD FROM: POINT ID 1032 DESIGNATED AS ENC ELEVATION: 92.00' DATUM: NAVD88 THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. E. CABLE TV -COX COMMUNICATIONS - 811 20 10 0 20 40 KEY MAP THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER SCALE IN FEET 10. PRIOR TO HAULING DIRT CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: 760 - 633 -2770. SCALE: 1" = 20' FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND ( ) SCALE: 1" = 20' OWNER & PERMITTEE: CONTACT: R.A. BOOKER BUILDERS, INC. 2240 ENCINITAS BLVD., "D ", PMB 547 ENCINITAS, CA 92024 858 - 759 -5170 (0) 760 - 525 -8242 (C) 858 - 759 -7989 (F) BOBOBOOKERBUILDERS OWNER: GREGORY OSWALD 639 REBEL ROAD, OLD HICKORY, TN 92024 SITE LOCATION: APN: 258- 151 -15 417 WEST E STREET ENCINITAS, CA 92007 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 (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 ..... ............................... I/' 1h EXIST. CONTOURS ................ ............................... ..___ ,.........._.,. 85 EXIST. FLOW LINE ................. ............................... EXIST. WOOD FENCE .............. ............................... n EXIST. CHAINLINK FENCE ......... ............................... X E4. EXIST. CONCRETE.................. ................... EXIST. WOOD DECK ................ ............................... PROP. PERVIOUS PAVERS DRIVEWAY . ........................ PROP. CONTOUR ................... ............................... ie2 REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. I Si ENCINITAS BLVD 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION; PHONE: (760)- LEGAL DESCRIPTION: 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE AND REMOVAL. THE EASTERLY 32 FEET 8 INCHES OF LOT 2, IN BLOCK 40 OF ENCINITAS, IN THE CITY OF Q PROVIDED STATING: "THE GRADING UNDER PERMIT 14238 -SG HAS BEEN PERFORMED IN SUBSTANTIAL DATE: ENCINITAS, COUNTY OF SAN DIEGO, STATE OF ou CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED SOILS ENGINEERS CERTIFICATE CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. GREGORY OSWAL PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER 148, FILED IN THE OFFICE OF THE COUNTY WHO CERTIFIES SUCH GRADING OPERATION. I, JAIME A. CERROS A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY RECORDER OF SAN DIEGO COUNTY, JUNE 12, 1883. ING I THAT RMADE FCONDDIIT 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS AN STBUDYNOFSTHE SOIL ONSPPREDVALOEINTMWI HIN THISHST EB WAS BY ME OR UNDER OWNER'S CERTIFICATE DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS MY DIRECTION ON 10 -10 -17 AND FOR AN UPDATE ON 04- 27 -18, ONE COMPLETE COPY OF THE EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED BE ROUNDED IN ACCORDANCE WITH THE GRADING 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 AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND MAXIMUM VERTICAL DEPTH OF FILL = 2 -FEET OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE GEOLOGIST HAS BEEN OR WILL BE E RETAINED TO SUPERVISE OVER ALL SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. GRADING ACTIVITY AND ADVISE THE COMPACTION AND STABILITY OF THEIR INTENDED USE. 16. THE SITE: 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE SIGNED: I WE HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND 310 VIA VERA CRUZ, #205 DRAINAGE AND PREVENT PO OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID GE NO.: 002007 CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, DAMAGE TO ADJOINING PROPERTIES S OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT EXP. DATE: 09 -30 -19 ACTIONS, LOSSES, AND COSTS, INCLUDING ALL COSTS OF DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. ROFESS /O e Ng1, .DAMAGES DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE a A. �y JOB #: 17 -10651 DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN h��� \ m OWNERS AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, CITY OF ENCINITAS D ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE y Q COMPANY: GEOTECHNICAL EXPLORATION. INC. ' GE 002007 m OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR Em MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO ADDRESS: 7420 TRADE STREET w Exp. 9/30/19 CONSTRUCTION CO RED IN THE PERMIT OR CONNECTED DIRECTLY OR BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL SAN DIEGO, CA 92121 * �F r� * INDIRECTLY TO IT APPROVED PLANS WITHIN THE PRIVATE 17. GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN PHONE: 858 - 549 -7222 sr arECHN �N PROPERTY OR IC M OWNER & PERMITTEE: CONTACT: R.A. BOOKER BUILDERS, INC. 2240 ENCINITAS BLVD., "D ", PMB 547 ENCINITAS, CA 92024 858 - 759 -5170 (0) 760 - 525 -8242 (C) 858 - 759 -7989 (F) BOBOBOOKERBUILDERS OWNER: GREGORY OSWALD 639 REBEL ROAD, OLD HICKORY, TN 92024 SITE LOCATION: APN: 258- 151 -15 417 WEST E STREET ENCINITAS, CA 92007 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 (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 ..... ............................... I/' 1h EXIST. CONTOURS ................ ............................... ..___ ,.........._.,. 85 EXIST. FLOW LINE ................. ............................... EXIST. WOOD FENCE .............. ............................... n EXIST. CHAINLINK FENCE ......... ............................... X E4. EXIST. CONCRETE.................. ................... EXIST. WOOD DECK ................ ............................... PROP. PERVIOUS PAVERS DRIVEWAY . ........................ PROP. CONTOUR ................... ............................... ie2 F ST IREQUEZA ST F G N S PACIFIC d I OCEAN H MELBA RD COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO I Si ENCINITAS BLVD B = a (~!1 U1 Q U DATE: ou J 0 N GREGORY OSWAL > 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 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL EARTHWORK RANCHO COASTAL PACIFIC COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE gS D ST OCEAN EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED BE ROUNDED IN ACCORDANCE WITH THE GRADING 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 STEEPEST EXISTING NATURAL SLOPE ON SITE - 8 MAXIMUM VERTICAL DEPTH OF CUT = 4 -FEET H: 1 V ENGINEERING & SURVEYING OF. THE TOE AND TOP OF ALL SLOPES SHALL ORDINANCE. EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY MAXIMUM VERTICAL DEPTH OF FILL = 2 -FEET ST SITE_ PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC F ST IREQUEZA ST F G N S PACIFIC d I OCEAN H MELBA RD VICINITY MAP T.B. PG. 1147 -B7 NO SCALE a= 0 0 G_ ° Ll N ,F COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO I Si = a (~!1 U1 Q U DATE: ou J 0 N GREGORY OSWAL > VICINITY MAP T.B. PG. 1147 -B7 NO SCALE a= 0 0 G_ ° Ll N ,F i CD Z w �:2i O U (n U W Z U w CD Ld =) Z O CD p Z W J J Q Q :�E H- Lv (n Q� O� U O N S U � zl Q O c LLJ :2 O Q � O a Z Ld Ld Lv Z Z CD O Z = W a_ COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO qrF OF CA0OK PLACE, STRICT BE STATEMENT OF ENGINEER OF WORK SIGNATURE : DATE: 15. PRODUCE SMOOTH SURFACE CUTTAND TRIMMED RFACE GREGORY OSWAL 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 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL EARTHWORK RANCHO COASTAL ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED BE ROUNDED IN ACCORDANCE WITH THE GRADING 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 STEEPEST EXISTING NATURAL SLOPE ON SITE - 8 MAXIMUM VERTICAL DEPTH OF CUT = 4 -FEET H: 1 V ENGINEERING & SURVEYING OF. THE TOE AND TOP OF ALL SLOPES SHALL ORDINANCE. EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY MAXIMUM VERTICAL DEPTH OF FILL = 2 -FEET PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC SINGLE SOURCE DEVELOPMENT CONSULTANT 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF CUT = 100 C.Y. FILL = 100 C.Y. 310 VIA VERA CRUZ, #205 OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT SAN MARCOS, CA. 92078 HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF REMEDIAL = 300 C. Y. (760) 510 -3152 Ph / (760) 510 -3153 Fax APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE IMPERVIOUS AREA SHEET INDEX ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. CITY OF ENCINITAS D ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR Em BODILY INJURY A I SOLELY F OM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE BMP PROJECT STATUS 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST ENGINEER AND HI /H AGENTS EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH IMPERVIOUS AREA PRIOR TO CONSTRUCTION: IMPERVIOUS AREA AFTER CONSTRUCTION: 0 2740 SOFT SQFT SHEET 1 COVER SHEET MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR AGENCY AND EM LO ENT AND IS G OUT OF THE WORK PERFORMED BY THE ENGINEER. . INCREASE IN IMPERVIOUS AREA: 2.740 SQFT SHEET 2 GRADING PLAN 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 �� �� SHEET 3 EROSION CONTROL PLAN, DETAILS STANDARD PROJECT i .. IMPERVIOUS AREA REPLACED: 0 SQFT DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA SIGNATURE: DATE: & NOTES (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY DO AS E. LOGAN PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST QROFESS/oN� BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT COMPANY: RANCHO COASTAL ENGINEERING &SURVEYING INC. o E. < PUBLBC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. ADDRESS: 310 VIA VERA CRUZ. 205 e� �p5 F z # h� J� a� �c PHONE NUMBER: 760- 510 -3152 ti Qo 9y , 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED RCE EXPIRES: 12/31/2019 c 39726 A / )- 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 *Tq $�21-I�j ��g.2l,lp �� ���� ��9 SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES C1V1� �,P rF or 2 • Ae t m_ I SI N DATE SIGN /DATE SIGN DATE SIGN DATE SIGN DATE CHAN E N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED Y: DRAWN BY: CHECKED BY: ENGINE RING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. N0. JL/r V1 - /o DESCRIPTION: 2" SD. CO. ENG. DEPT. BRASS DISC LOCATION: TOP OF CURB EAST OF VULCAN AVE. 200 FEET NORTH ��O T. DATE ANS P - RED UNDER SUPERVISION OF DATE: x olf R.C.E. N0. 39726 RECOMMENDED: JESS OWES APPROVED: EDWARD J. ER SIMPLIFIED GRADING & DRAINAGE 417 W E PLAN FOR: GREGORY J. OSWALD STREET, ENCINITAS, CA 92024 14238 --SG PUBLIC WORK 1 \� 4 i V - OF E STREET IN THE CITY OF ENCINITAS CA DOU AS E. LOGAN DATE PLANNING 1.7. REVIEWER / 6�Z RECORD FROM: POINT ID 1032 DESIGNATED AS ENC ELEVATION: 92.00' DATUM: NAVD88 -32 \. EN DOUGLAS E. LOGAN EXP. 12 -31 -19 DATE ��L?�q p 8 Zg CASE N0. 18 -017 CDP GINEER DATE INSPECTOR SHEET 1 OF 3 R:\Projects\7.588 - OSWALD \7588- GP01.dwg 8/5/2019 9:25 AM i CD Z w �:2i O U (n U W Z U w CD Ld =) Z O CD p Z W J J Q Q :�E H- Lv (n Q� O� U O N S U � zl Q O c LLJ :2 O Q � O a Z Ld Ld Lv Z Z CD O Z = W a_ EX. PALM TREE TO BE— REPLACED PER CITY TREE PERMIT APPLICATION DATED 8 -10 -18 n LEAD AND DISC a I,:< .I co co v LEAD AND DISC "LS 9042" ON TOP OF MASONRY WALL REMOVE EXISTING CONCRETE PAVERS c. O4 SOUTHWESTERLY CORNER ALONG THE WESTERLY 65l PROPERTY LINE SHEET 3. O REMOVE EXISTING MASONRY STAIRS 4 16 12 13 O EXIST. SDG &E ❑ TO REMAIN 5' � E- 10% �a w tO 9' DRIVEWAY OPENING PER SDRSD G -14B. q ELEV. 81.65 r '' LEGEND EX. PLANTER/ RET O LEAD AND DISC I 2 I,:< .I k j' LEAD AND DISC "LS 9042" ON TOP OF MASONRY WALL REMOVE EXISTING CONCRETE PAVERS AT A 1.50' NORTHERLY OFFSET FROM THE O4 SOUTHWESTERLY CORNER ALONG THE WESTERLY O5 PROPERTY LINE SHEET 3. O REMOVE EXISTING MASONRY STAIRS 4 16 12 13 V) 3 ° =92.50 O PROPOSED WOODEN FENCE =89.83 10 PROPOSED WOODEN GATE FOR PEDESTRAIN /DRIVEWAY qV 18 PROPOSED STONE STAIRS /FRONT PATIO Li EXISTING TRASH AREA APN:251- 151 -14 13 EXISTING STORAGE CABINET v 14 UNDERGROUND UTILITIES RELOCATED BY SDG &E A -A STORM DRAIN Y.: N W '. 16 PROPOSED P.C.C. CONCRETE SURFACE L0_ ••v.•i PROPOSED RETAINING WALL PER S.D.R.S.D "C -1 ". m N 18 —� Ln N N co LOWER EX. FOOTING J' O PROP. DRIVEWAY MIN. 18 BELOW PROP. PROP. DRWY. SURFACE "''' .LOWER EX. FOOTING Q 0 co ^ z EX. PALM TREE oo TO REMAIN `o 81.06 X C �` ro L_ EXIST. WATER co METER TO REMAIN / 1 _ k PROPOSED NEW MARINA MADRONE TREE WITH 24" BOX I X X X RETAINING WALL NOTE • TW = FINISH SURFACE © TOP OF WALL • BW = FINISH GRADE ® BOTTOM OF WALL (NOT TOP OF FOOTING) • EG = EXISTING GRADE ® WALL CALLOUT WEEP SCREED NOTE • BOTTOM OF WEEP SCREED TO BE A MINIMUM OF 8" ABOVE FINISHED LANDSCAPE AREAS & 2" ABOVE HARDSCAPE AREAS. THIS NOTE TO SUPERCEDE ELEVATIONS SHOWN ON PLANS SHOULD THERE BE ANY CONFLICT. X 4 D• Q D �O •.D c �' D w. ►1 2f .. - ge rse,� a SURVEY NOTE: ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED -IN- PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED SURVEYOR. PAD GRADING NOTE • FINISHED ELEVATIONS AROUND THE PERIMITER OF THE BUILDING FOOTPRINT SHALL SLOPE AWAY AT 2.0% MINIMUM FOR 5 -FEET. ('V KIM APN: 251 - 151 -14 0) 10 150 o �7 a PROPOSED PLANTER ` AREA / o EXISTING RESIDENCE /� co 50' OFFSET FROM, TOP OF BLUFF 40' OFFSET FROM TOP OF BLUFF APN: 251 - 151 -23 MONUMENT tO 9' DRIVEWAY OPENING PER SDRSD G -14B. q ELEV. 81.65 r '' LEGEND EX. PLANTER/ RET O LEAD AND DISC "LS 9042" AT A 2.00' NORTHERLY I,:< .I EXTENSION OF THE WESTERLY PROPERTY LINE. O2 LEAD AND DISC "LS 9042" ON TOP OF MASONRY WALL REMOVE EXISTING CONCRETE PAVERS AT A 1.50' NORTHERLY OFFSET FROM THE O4 SOUTHWESTERLY CORNER ALONG THE WESTERLY O5 PROPERTY LINE SHEET 3. 9' V 5' I 46' RIVEWAY GATE DEPRESSED CURB & 11' GUTTER \ 1 1" LIP W/ 2% . : 0.5' RADIUS ,.:.:;.z:: 10% PROP. EX. PROP. DRIVEWAY PAVEMENT DRIVEWAY REPLACE EX. SIDEWALK PER G -7 DRIVEWAY PROFILE NOT TO SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS APPROVALS ( p �fia hi DESCRIPTION: 2" SD. CO. ENG. DEPT. BRASS DISC LOCATION: TOP OF CURB EAST OF VULCAN AVE. 200 FEET NORTH 144'a PUBLIC WOR .. tu I 1A, OF E STREET IN THE CITY OF ENCINITAS CA DO ' wr G AN DATE PLANNINC RECORD FROM: POINT ID 1032 DESIGNATED AS ENC -32 REVIEWER ELEVATION: 92.00' DATUM: NAVD88 GINEER DATE INSPFCTOI S5° 57' 16.94 "E 100.422 X X 0 ro (o / o co / —moo CO 85 EX. FENCE ON WALL EX. SITE WALL o � N co EX. FENCE & RETAINING WALL HEIGHT IS MIN. 6 -FEET TO NEW DRIVEWAY SURFACE. O m EX. HOUSE 40 OFFSET F- PER DWG #16 -632 tO 9' DRIVEWAY OPENING PER SDRSD G -14B. q ELEV. 81.65 r '' O2 EX. PLANTER/ RET SEE RETROFIT DETAIL (•.:`. DETAIL THIS SHEET., SIDEWALK OR ANY OTHER IMPROVEMENTS DAMAGED DURING I,:< .I DRIVEWAY SURFACE, CONSTRUCTION SHALL BE REPLACED TO THE NEXT JOINT. WALL TO BE REMOVED REMOVE EXISTING CONCRETE PAVERS 8�2Z /� 2- O4 REMOVE EXISTING WOODEN FENCE DATE DATE O5 REMOVE EXISTING MASONRY RETAINING WALL SHEET 3. O REMOVE EXISTING MASONRY STAIRS 12 13 Lo O8 REMOVE EXISTING CONCRETE WALKWAY =92.50 O PROPOSED WOODEN FENCE =89.83 10 PROPOSED WOODEN GATE FOR PEDESTRAIN /DRIVEWAY 11 PROPOSED STONE STAIRS /FRONT PATIO 3" PERFORATED EXISTING TRASH AREA APN:251- 151 -14 13 EXISTING STORAGE CABINET v 14 UNDERGROUND UTILITIES RELOCATED BY SDG &E A -A STORM DRAIN Y.: N '. 16 PROPOSED P.C.C. CONCRETE SURFACE L0_ ••v.•i PROPOSED RETAINING WALL PER S.D.R.S.D "C -1 ". PAD GRADE 18 —� Ln N 19 3" PERFORATED SUBDRAIN. LOWER EX. FOOTING PROP. DRIVEWAY MIN. 18 BELOW PROP. PROP. DRWY. SURFACE "''' .LOWER EX. FOOTING cli 'o M O It lu) 00 WORK TO BE DONE VOID FILLER - 1/8" T "X16" PCC 3/8" (NO. 8) APPROVED PERVIOUS FLUSH CURB AGGREGATE IN VOIDS PAVERS W/ MIN. OR DEEPENED 3/8" VOID G -1 CURB BEDDING COURSE - 2 " THICK OF 1/8" TO 3/8' (NO. 8) AGGREGATE CHOKER COURSE - 4" 2 — THICK OF 3/8" TO 1/2 " ^~ 4" CD (NO. 57) CRUSHED ROCK — 6" MIN. 6" THICK -f Lv OF 3/4" —a/ / > CRUSHED ROCK \ \ /\ / \�\\ \ \ / \\ O �/ SOIL SUBGRADE �\ \ / \�\ \may, \, ,\ �\��� O .� "SUBDRAIN NOTES: O w -ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) z u -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE w LLJ -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED W - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE = OD REQUIRED. PERVIOUS PAVER DETAIL z _ W J NOT TO SCALE Q Q Ln W Q� O PROFILE GRADE LINE DRIVEWAY SURFACE, tO 9' DRIVEWAY OPENING PER SDRSD G -14B. q ELEV. 81.65 r '' O2 REPLACE EXISTING SIDEWALK. ANY PORTION OF THE (E) SEE RETROFIT DETAIL (•.:`. DETAIL THIS SHEET., SIDEWALK OR ANY OTHER IMPROVEMENTS DAMAGED DURING I,:< .I DRIVEWAY SURFACE, CONSTRUCTION SHALL BE REPLACED TO THE NEXT JOINT. SHEET 3. O3 REMOVE EXISTING CONCRETE PAVERS 8�2Z /� 2- O4 REMOVE EXISTING WOODEN FENCE DATE DATE O5 REMOVE EXISTING MASONRY RETAINING WALL SHEET 3. O REMOVE EXISTING MASONRY STAIRS O7 REMOVE EXISTING PLANTER AND MASONRY WALL O8 REMOVE EXISTING CONCRETE WALKWAY =92.50 O PROPOSED WOODEN FENCE =89.83 10 PROPOSED WOODEN GATE FOR PEDESTRAIN /DRIVEWAY 11 PROPOSED STONE STAIRS /FRONT PATIO 12 EXISTING TRASH AREA X- SECTION 13 EXISTING STORAGE CABINET 14 UNDERGROUND UTILITIES RELOCATED BY SDG &E A -A 15 PERVIOUS PAVERS PER DETAIL THIS SHEET N 16 PROPOSED P.C.C. CONCRETE SURFACE L0_ 17 PROPOSED RETAINING WALL PER S.D.R.S.D "C -1 ". 18 SIDEWALK UNDERDRAIN PER D -27. Ln N 19 3" PERFORATED SUBDRAIN. z Q VOID FILLER - 1/8" T "X16" PCC 3/8" (NO. 8) APPROVED PERVIOUS FLUSH CURB AGGREGATE IN VOIDS PAVERS W/ MIN. OR DEEPENED 3/8" VOID G -1 CURB BEDDING COURSE - 2 " THICK OF 1/8" TO 3/8' (NO. 8) AGGREGATE CHOKER COURSE - 4" 2 — THICK OF 3/8" TO 1/2 " ^~ 4" CD (NO. 57) CRUSHED ROCK — 6" MIN. 6" THICK -f Lv OF 3/4" —a/ / > CRUSHED ROCK \ \ /\ / \�\\ \ \ / \\ O �/ SOIL SUBGRADE �\ \ / \�\ \may, \, ,\ �\��� O .� "SUBDRAIN NOTES: O w -ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) z u -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE w LLJ -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED W - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE = OD REQUIRED. PERVIOUS PAVER DETAIL z _ W J NOT TO SCALE Q Q Ln W Q� O PROFILE GRADE LINE DRIVEWAY SURFACE, If';':;� PER PERVIOUS PAVER ENGINEERING DIVISION APPROVALS r '' MIN. 18 BELOW PROP. pR °r "'ioN SEE RETROFIT DETAIL (•.:`. DETAIL THIS SHEET., DATE: '� / I,:< .I DRIVEWAY SURFACE, �0 5 E• q< P SHEET 3. 417 W E STREET, ENCINITAS, CA 92024 11 8�2Z /� 2- SEE RETROFIT DETAIL h�� oG X00 Fyn DATE DATE R:\Projects\7588 - OSWALD \7588- GPO2.dwg SHEET 3. 0 o r O 2 z m C 39726 X- SECTION A -A srgr civic DATE RANCHO COASTAL ENGINEERING & SURVEYING NOT -TO -SCALE F of CA0 I� (760) 510 -3152 Ph / D v: DRAA�wN Br: CHECKED Br: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT 17 PLANS PRE ED UNDER SUPERVISION OF �j RECOMMENDED: APPROVED: SIMPLIFIED GRADING & DRAINAGE PLAN FOR: DATE: '� / GREGORY J. OSWALD R.C.E. N0. 39726 JESS OWENS EDWARD J. MER 417 W E STREET, ENCINITAS, CA 92024 11 8�2Z /� 2- CASE NO. 18 -017 CDP DOUGLAS EE LOGAN EXP. 12 -31 -19 DATE DATE R:\Projects\7588 - OSWALD \7588- GPO2.dwg O �_' O N O � z I Q O QL� r L Lii :�i O Q CD z� DWG. N0. o O Z 14238 -SG Z = LLJ d. 8/16/2019 2:28 PM STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT • CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS • A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES • A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL • EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. • NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. • DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. • REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. • TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. • PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. • WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON —SITE CONSTRUCTION MATERIAL STORAGE • STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING • CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT • CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. • NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. • MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. • POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. • PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. • ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE • FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. SAN DIEGUITO WATER 20 N. DISTRICT NOTES ° ens ° ° °o�s0 ° �o 0 o$ oR HOUSE 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION BE CONSTRUCTED ACCORDING TO THE STANDARD DURING WHEN PARALLELING WATER SERVICES. SPECIFICATIONS OF THE CURRENT WATER AGENCIES' ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT STANDARDS COMMITTEE (WASC). 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET THEREFORE DOES NOT RELIEVE THE ARCHITECT OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF 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, BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER PIPE OR 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 8. 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 DONG Q. DAO Tom' 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 -18. WATER FACILITY (FIRE HYDRANT, METERS, VALVES VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEI� PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET 3 BAGS HIGH (MAX.) STANDARDS, THEN THEY SHALL BE UPGRADED TO 2 BAGS HIGH (MIN.) CURRENT STANDARDS AT THE OWNER'S EXPENSE. Is N. CONC. PAVING VEWAY NOTE: LOWER BAG ROW TO BE BURIED 6" UNDER GRADE. GRAVEL BAG CHECK DAM NOT TO SCALE SECTION A (E) TOP OF WALL (E) GRADE_ - (E) FINISH GRADE — FOUNDATION UNDER g PIN CONDITION (HATCHED AREA) PROPERTY LINE WALL PROFILE NOT TO SCALE TOP OF FOOTING PER AS -BUILT PLANS FOR LEDDY RESIDENCE. I TO BE FIELD VERIFIED PRIOR TO START OF CONSTRUCTION OF DRIVEWAY r 'K `O EXIST. XIST. FINISH N N WALL GRADE BEYOND EPDXY PER ERS -2508 o W/ SPECIAL INSPECTION EXIST. (E) GRADE FOOTING EPDXY PER ERS -2508 W/ SPECIAL INSPECTION (N) PERVIOUS 4" EMBED PAVERS DRIVEWAY .S —) IfA 10 3 'ICLEAK 4 01 e p ftr NEW FOOTING TO BE EXTENDED TO PETENT SOIL ii, .0 . veICTI RETROFIT SECTION DETAIL A NOT TO SCALE (E) TOP OF WALL CONC. PAVING VEWAY SECTION A 10 5 0 10 20 SCALE IN FEET SCALE: 1" = 10' 20'MIN. LLUL NU PROPERTY BOUNDARY CONSTRUCTION ENTRANCE GRAVEL BAGS RIGHT -OF -WAY EXISTING 1 -1/2 PUBLIC GROUND CRUSHED RIGHT -OF -WAY ROCK FOUNDATION PLAN PROVIDE APPROPRIATE TRANSITION - BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT -OF -WAY STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE SPECIAL INSPECTION SCHEDULE EPROXY DOWEL ERS -2508 CONTINUOUS PER SECTION "A" SHEET #3 STATEMENT OF ARCHITECT OF WORK FOR PROPERTY LINE WALL PROFILE & RETROFIT DETAIL THE UNDERSIGNED ARCHITECT AGREES THAT THE WORK PERFORMED BY THE ARCHITECT SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ARCHITECT'S TRADE OR PROFESSION. THE ARCHITECT FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORR, NCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE z 1 =1 III =1 L -1 20 N. PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ° ens ° ° °o�s0 ° �o 0 o$ oR FOUNDATION PLAN PROVIDE APPROPRIATE TRANSITION - BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT -OF -WAY STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE SPECIAL INSPECTION SCHEDULE EPROXY DOWEL ERS -2508 CONTINUOUS PER SECTION "A" SHEET #3 STATEMENT OF ARCHITECT OF WORK FOR PROPERTY LINE WALL PROFILE & RETROFIT DETAIL THE UNDERSIGNED ARCHITECT AGREES THAT THE WORK PERFORMED BY THE ARCHITECT SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ARCHITECT'S TRADE OR PROFESSION. THE ARCHITECT FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORR, NCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE COMPANY: DONG DAO ARCHITECT 1�sED ARC #4 ® 18" OC (VERT) ADDRESS: 4433 CONVOY ST. #F. SAN DIEGO, CA 92111 \V� pNG :13306 09 �TF PHONE NUMBER: 858- 560 -4990 v RCE EXPIRES: 2/29/2021 �k No.0 n Exp. o2 -fit 3" CLR SAME WIDTH OF EXIST. FOOTING LETTER OF PERMISSION FOR OFF -SITE IMPROVEMENTS BY LAURA LEDDY DATED MAY 20, 2019 ON FILE WITH ENGINEERING DEVISION. p5 E. q§,` o� T2 C 39726 cam® OF CAS CONTRACTOR NOTE: • THE CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE SEISMIC - FORCE- RESISTING SYSTEM SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM. SECTION 1704.4. STRUCTURAL REVIEW PERFORMED BY ESGIL, A SAFEBUILT COMPANY DATED r I AS PLAN CHECK 19 -554 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 CHAN E NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED AWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. N0. N /0 1 1dt DESCRIPTION: 2" SO. CO. ENG. DEPT. BRASS DISC /af] INT DATE P S PREP ED UNDER SUPERVISION �j RECOMMENDED: APPROVED: EROSION CONTROL PLAN FOR: LOCATION: TOP OF CURB EAST OF VULCAN AVE. 200 FEET NORTH ��/ ''V PUBLIC WORK , DATE:/ C GREGORY J. OSWALD 4 2 38 -SG .i OF E STREET IN THE CITY OF ENCINITAS, CA D U L 0 N DATE\ PLANNING R.C.E. N0. 39726 JES OWEN EDWA D J. ER 417 W E STREET, ENCINITAS, CA 92024 RECORD FROM: POINT ID 1032 DESIGNATED AS ENC -32 v REVIEWER 7 6 ENGNEER ;e I� 8 CASE N0. 18 -017 CDP ELEVATION: 92.00' DATUM: NAVD88 E DATE INSPECTOR DOUGLAS E. LO EXP. 12 -31 -19 DATE DAT SHEET 3 OF 3 R: AProjects \7588 - 0SWALD \7588- GP03.dwg 8/16/2019 2:27 PM N i O z W c O U 0 (n CD w zC @O W U LLJ z_ C U z Ld J Q Q � ~ LLJ (n Q � O� U O Ln Ln U� z I a0 Q!, � Ln O Q CC) z � O �z LLJ LLJ W zz C.5 O z = LLJ a- EXTENT THAT THE ARCHITECT CONTROLS SUCH PERFORMANCE. THE ARCHITECT AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EXIST. HOUSE IS VACANT ENTITY FOR THE PLANS PREPARED BY THE ARCHITECT IS NOT A DETERMINATION BY THE CITY OF HOUSE DURING PROJECT ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT WORKS NO LIVE LOAD THEREFORE DOES NOT RELIEVE THE ARCHITECT OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ARCHITECT AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR EXIST. FOOTING BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ARCHITECT AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH 4" EMBED PROVIDE SUPPORT AT AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ARCHITECT. 5' -0" OC. PRIOR TO EXCAVATING THE SOIL UNDERNEATH THE FOOTING SIGNATURE: - „ ` DATE: DONG Q. DAO Tom' COMPANY: DONG DAO ARCHITECT 1�sED ARC #4 ® 18" OC (VERT) ADDRESS: 4433 CONVOY ST. #F. SAN DIEGO, CA 92111 \V� pNG :13306 09 �TF PHONE NUMBER: 858- 560 -4990 v RCE EXPIRES: 2/29/2021 �k No.0 n Exp. o2 -fit 3" CLR SAME WIDTH OF EXIST. FOOTING LETTER OF PERMISSION FOR OFF -SITE IMPROVEMENTS BY LAURA LEDDY DATED MAY 20, 2019 ON FILE WITH ENGINEERING DEVISION. p5 E. q§,` o� T2 C 39726 cam® OF CAS CONTRACTOR NOTE: • THE CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE SEISMIC - FORCE- RESISTING SYSTEM SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM. SECTION 1704.4. STRUCTURAL REVIEW PERFORMED BY ESGIL, A SAFEBUILT COMPANY DATED r I AS PLAN CHECK 19 -554 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 CHAN E NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED AWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. N0. N /0 1 1dt DESCRIPTION: 2" SO. CO. ENG. DEPT. BRASS DISC /af] INT DATE P S PREP ED UNDER SUPERVISION �j RECOMMENDED: APPROVED: EROSION CONTROL PLAN FOR: LOCATION: TOP OF CURB EAST OF VULCAN AVE. 200 FEET NORTH ��/ ''V PUBLIC WORK , DATE:/ C GREGORY J. OSWALD 4 2 38 -SG .i OF E STREET IN THE CITY OF ENCINITAS, CA D U L 0 N DATE\ PLANNING R.C.E. N0. 39726 JES OWEN EDWA D J. ER 417 W E STREET, ENCINITAS, CA 92024 RECORD FROM: POINT ID 1032 DESIGNATED AS ENC -32 v REVIEWER 7 6 ENGNEER ;e I� 8 CASE N0. 18 -017 CDP ELEVATION: 92.00' DATUM: NAVD88 E DATE INSPECTOR DOUGLAS E. LO EXP. 12 -31 -19 DATE DAT SHEET 3 OF 3 R: AProjects \7588 - 0SWALD \7588- GP03.dwg 8/16/2019 2:27 PM N i O z W c O U 0 (n CD w zC @O W U LLJ z_ C U z Ld J Q Q � ~ LLJ (n Q � O� U O Ln Ln U� z I a0 Q!, � Ln O Q CC) z � O �z LLJ LLJ W zz C.5 O z = LLJ a-