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LDEV-013580-2020 (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT PREPARED BY k L BE CONSIDERED IITIH THE DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICA COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABUSHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT INSITU(1N PLACE"), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. STORMWATER POLLUTION CONTROL POST CONSTRUCTION 5 CONTRACTOPROPERTIES RDURNG GRADING OPERATIONS. ANSHALL TAKE ANY NECESSARY RYTHING DAMAGED ECAUFIONS IOR DERED SSTROYED SHAPROTECT LL BE REPLACED BMP/IMP NOTES OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. • SEE SHEET 4 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A EROSION CONTROL I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOSEF BAUER AT 858-336-7787 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. EXISTING HOUSE UCENSED LAND SURVEYOR. NOTIFICATIONS AREA OF WORK FOR 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SLOPE REPAIR SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL . 1THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT LDEV-013580-2020 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT BONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WTH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. WITH 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP UNE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT TO TEMPORARILY HALT GROUND - DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSO/ESD - (760)-633-2770 LWD 760-753-0156 B. GAS & ELECTRIC - SDGE - (760)-438-6200 EXISTING C. WATER - S.D.W.D. - 1-800-227-2600 HOUSE D. TELEPHONE - SEC BELL - (760)-489-3411 CABLEE. VX COMMUNICATIONS ( 2. CONTRACTOR SHALLNOTIFYYTHE CITY ENGINEER'S OFFICE848 HOURS PRIOR TO BEGINNING ANY WORK KEY MAP ON THIS PROJECT. PHONE: (760)-633-2770. SCALE: 1" = 50' 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- LEGAL DESCRIPTION: 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION LOT 58 OF POINSETTIA HEIGHTS UNIT NO. 4, IN THE AND REMOVAL. CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 4558, FILED IN OFFICE OF THCOUNTY SOILS ENGINEER'S CERTIFICATE RECORDER OF SANE DIEGO COUNTY, ON JUNE 9 1960. I, RALPH MALCOLM VINJE A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY OWNER'S CERTIFICATE DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR MY DIRECTION ON 06-07-90 AND FOR AN UPDATE ON N/A . ONE COMPLETE COPY OF THE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND THE SITE. CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITYS OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, SIGNED: AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF v . ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF por Ess,o DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED GE NO.: 863 aQ kr� DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR �e�,g�4y �y OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, EXP. DATE: 12 /31 /21 h Qr OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR Nw 863 n CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR JOB $: 20-152-E Ep. rz/31/zr INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE COMPANY: VINJE & MIDDLETON ENGINEERING, INC. Wsr arecM+rc� e PROPERTY OR PUBLIC EASEMENTS. ADDRESS: 2450 AUTO PARK WAY 9tp cr 6RE6FOP� ESCONDIDO. CA 92029 SIGNATURE: DATE: 05/27/2021 PHONE: 760-743-1214 JOSEF BAUER STATEMENT OF ENGINEER OF WORK SIGNATURE: Awlev RA114W DATE: 05/27/2021 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL HAROLD G. REESER COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE EARTHWORK 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 = 0.5 H: 0.5 V EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY MAXIMUM VERTICAL DEPTH OF CUT = 3-FEET PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC MAXIMUM VERTICAL DEPTH OF FILL = 6-FEET ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT CUT = 20 C.Y. FILL = 80 C.Y. THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBIUTY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE REMEDIAL = 200 C.Y. CITY BODILY FI JURIYITAS AND ITS ARISNG SOLELY FROM THENTS, AND NEGLGENTEMPLOYEES FROM ACTS, ERRORS, OROPERTY OMSSIONSMOFEOR THE IMPERVIOUS AREA ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 2,700 SOFT AGENCY AND EMPLOYMENT ND A ISING OUT OF THE WORK PERFORMED BY THE ENGINEER. IMPERVIOUS AREA AFTER CONSTRUCTION: 2,700 SOFT INCREASE IN IMPERVIOUS AREA: .0' SOFT SIGNATURE: DOUGLAS E. LOGAN DATE: 05/27/2021 IMPERVIOUS AREA REPLACED: 0 SOFT COMPANY: ADDRESS: VIA VERA CRUZ 5 PHONE NUMBER: 760-510-3152 RCE EXPIRES: 12/31/2021 II 11 4 11 Y 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. DIESCRiPTON STD DWGlu:• EXIST. LOT BOUNDARY EXIST. CONTOURS ............................................... EXIST. FENCE ..................................................... p : EXIST. CONCRETE ................................................. < a a<:A - 4 _ EXIST. RETAINING WALL ......................................... PROP. CONTOUR .................................................. 280 50 25 0 50 100 SCALE IN FEET SCALE: 1" = 50' OWNER & PERMITTEE: CONTACT: JOSEF BAUER 1003 EMMA DRIVE CARDIFF, CA 92007 858-342-5053 (0) 858-336-7787 (C) crazzyjoe®aol.com OWNER: JOSEF BAUER 1003 EMMA DRIVE CARDIFF, CA 92007 OWNER: HAROLD REESER 1001 GENIE LANE CARDIFF, CA 92007 SITE LOCATION: APN: 260-512-07 COMPANY: ADDRESS: VIA VERA CRUZ 5 PHONE NUMBER: 760-510-3152 RCE EXPIRES: 12/31/2021 II 11 4 11 Y 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. DIESCRiPTON STD DWGlu:• EXIST. LOT BOUNDARY EXIST. CONTOURS ............................................... EXIST. FENCE ..................................................... p : EXIST. CONCRETE ................................................. < a a<:A - 4 _ EXIST. RETAINING WALL ......................................... PROP. CONTOUR .................................................. 280 50 25 0 50 100 SCALE IN FEET SCALE: 1" = 50' OWNER & PERMITTEE: CONTACT: JOSEF BAUER 1003 EMMA DRIVE CARDIFF, CA 92007 858-342-5053 (0) 858-336-7787 (C) crazzyjoe®aol.com OWNER: JOSEF BAUER 1003 EMMA DRIVE CARDIFF, CA 92007 OWNER: HAROLD REESER 1001 GENIE LANE CARDIFF, CA 92007 SITE LOCATION: APN: 260-512-07 1003 EMMA DRIVE CARDIFF, CA 92007 APN: 260-563-10 1001 GENIE LANE CARDIFF, CA 92007 SHEET INDEX SHEET 1 COVER SHEET SHEET 2 GRADING PLAN SHEET 3 SLOPE RECONSTRUCTION DETAILS SHEET 4 EROSION CONTROL PLAN & NOTES SHEET 5 LANDSCAPE PLANS PUBLIC WORKS I PLANNING DIVISION I PARKS AND RECREATION John Ugrob 6-9-2021 John Kanlund I SIGN DATE SIGN 06/07/21 6-15-21 DATE SIGN DATE iQ BIRMINGHAM DRIVE Q2 VILLA CARDIFF DRIVE Q3 FREDA LN ® EMMA DR. 0 PARIVA DR © PLAYA RIVIERA DR N VICINITY MAP T.B. PG. 1167-E3 RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPN4ENT CONSULTANT 310 VIA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fax SAN DIEGUITO WATER DISTRICT SIGN -� 06/07/2021 DATE BMP PROJECT STATUS 61 f i J Ike N I Z a:Ua7 X/i I ENCINITAS FIRE DEPARTMENT /13j4LYt� li i 1 2 1 SIGN DATE 'CHANGE N0.1 DESCRIPTION I APPROVED I DATE I BENCHMARK I AS -BUILT APPROVALS 0" Aar" aAJL "' `"` oa"" ENGINEERING DIVISION APPROVALS I CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT I DWG. NO. l.G DESCRIPTION: BRASS DISC SET IN TOP OF CURB P)4NS PREPARED UNDER SUPERVISION OF RrrnM TMnm APPerc, rn GRADING & DRAINAGE PLAN FOR: RECORD FROM: POINT ID P1039 DESIGNATI ELEVATION: 323.98' DATUM: DOUGLAS E. LOGAN DATE SENIOR ENGINEER DATE DATE: 05/27/2021 R.C.E. NO. 39726 ENGINEER ec r I nreM EXP. 12-31-21 6/22/2021 BAUER/REESER SLOPE REPAIR 1003 EMMA DRIVE/1001 GENIE LN, CARDIFF, CA 92007 APN: 260-512-07 / 260-563-10 u R:\Projects\7903 - Bauer\7903-GP01.dwg 6/3/2021 9:09 AM 1�-� \ 1\ I 1 1 \ \\�\ —____------`-------- jl 11 I j / / / � l l AI \\ VAV111 \ 1 I 1 \ \ \\\\\\\\I1 \\\\\ \ \ N NAV /� I \ \ zasros JOSEF BAUER N LOPE FAILURE OCCURRING NDER CONCRETE PAD RESIDENCE EXISTING HOUSE 3 I IN 09 1003 EMMA DRIVE, CARDIFF, CA 92007 282.88 FF �0 28287 X SOLID 3" PVC / 1 m x UNDERDDR2M OUTLET TO A 2 2.95 EXISTING CURB/GUTTER (P) AREA DRAIN / '�` \ I PROP. AREA DRAINS,, (YTP.) ' C p x x 282 7 282.95 PROP. 4" PVC DRAIN .�— PIPES, (TIP.) x o'- 261.39 �261'.$4 261.28 A d5 \ TIE INTO (E) AREA DRAIN '��p j d III"III�� -- -- „ 261.34 PROPOSED GRADING AT 1.5:1 I��IIIIIIII SLOPE TO FIX SLOPE FAILURE SEE SHEET 3 FOR DETAILS FD. OLD S.Q. PIN, NO RECORD, ' I I 0.3' SOUTH PROPERTY CORNER. III NOTES: I I I I I I IIIII I I I I I I I I iO KEYWAY SUBDRAIN OUTLET PIPING SHALL BE 5• TIGHT -LINED BELOW GRADE AND CONNECTED III I TO EXISTING 3-INCH DRAINAGE PIPE SYSTEM 285 285 LOCATED IN REAR YARD AREA OF 1001 GENIE 283.0 (E) RESIDENCE HAROLD REESER I I I N I I I I I I I I I I I I I I I I I LANE. CONCRETE SLABS ON GRADE SHALL BE rn I III I I I REMOVED AND REPLACED IN KIND AS RESIDENCE I I i I I I I v I IIIIIIII I I I I I I NECESSARY TO TIGHTLINE SLOPE REPAIR SUBDRAIN SYSTEMS TO EXISTING 3-INCH RE -BUILD SLOPE ® 1.5.1 I I IIII I I I I I IroI I I/ DRAINAGE PIPE SYSTEM. CONTRACTOR SHALL 280 TO EXISTING CONDITION280 EXISTING HOUSE E II I I l PROTECT EXISTING IMPROVEMENTS AND SHALL PRIOR TO FAILUR/ 1001 GENIE LN, I I III IIII I IN I II l l/ BE RESPONSIBLE FOR DAMAGES TO BELOW C GRADE UTILITIES AND EXISTING IMPROVEMENTS I / i III I I III III i III I I AT STR GENIE LANE CAUSED DURING CARDIFF, CA 92007 i CONSTRUCTION. 275 275 L II I I I IIII I I I I I I I O2 LANDSCAPE AND IRRIGATION CONSTRUCTION / COSTS WILL BE SHARED EQUALLY BETWEEN / (E) GROUND DUE 0 I i I IIII I / i I I I i I THE PROPERTY OWNERS OF 1001 GENIE LANE / — IU SLOPE FAILURE 0 AND 1003 EMMA DRIVE. IIIII I I I I I I l l I ll l'l I I I/ / O AS PART OF THE SLOPE REPAIR PROJECT, 270 / 270 C CONTRACTOR SHALL REPLACE 40 LINEAL FEET +/- OF LOW HEIGHT LANDSCAPE RETAINING WALL ALONG TOE OF SLOPE. NEW LOW HEIGHT O/ L LANDSCAPE RETAINING WALL WILL MATCH TO i J GENIE LN ����� // �/� I/�/� / /�/ THE EXTENT POSSIBLE EXISTING ADJACENT �.i /// // RETAINING WALL. LOW HEIGHT RETAINING WALL 265 265 SHALL BE CONSTRUCTED IN GENERAL I // / CONFORMANCE WITH COUNTY OF SAN DIEGO CROSS SECTION `' STANDARD DRAWINGS RIDS iJ083. I SCALE: H&V 1" = 5' A F QROf E55/O,Y pay°` E< ENGINEERING & SURVEYI COASTAL mmmmliiil /l IIII IIII I/IllIIIIIII l w m ` \ 10 5 0 10 20 * c�e�za * SINGLE SOURCE VIA VERACR2 205NSULTANT 0 mgrf cr cA`\ Oe�p SAN MARCOS, CA. 92078 li SCALE IN FEET (760) 510-3152 Ph / (760) 510-3153 Fax SCALE: 1" = 10' CHANGE NO. I DESCRIPTION APPROVED DATE BENCHMARK AS —BUILT APPROVALS DEswED BY. I DRAM BY. I CHECKED BY. At AJL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DWG. NO. DE DESCRIPTION: BRASS DISC SET IN 70P OF CURB I P)4NS PREPARED UNDER SUPERVISION OF I RECOM ENDED: n APPROVED IGRADING BE DRAINAGE PLAN FOR: RECORD R ELEVATION: IRN I R. &FEN R. I DATE; 05/27/2021 I l/ I BAUER/REESER SLOPE REPAIR tt Of ENC rt DOUGLAS E. LOGAN DATE u/� R.C.E. NO. 39726 r W K JI& T. UAN„SWN 1003 EMMA DRIVE/1001 GENIE LN, CARDIFF, CA 92007 3IGNATED AS MC-39 ENGINEER 6-22-21 6/22/2021 DATUM: MW88 SENIOR ENGINEER DATE DOUGLAS E. LOGAN EXP. 12-31-21 6Arr nAwr APN: 260-512-07 / 260-563-10 R:\Projects\7903 - Bauer\7903-GPO2.dwg 6/3/2021 9:08 AM TYPICAL SLOPE RECONSTRUCTION DETAILS NOT TO SCALE *ACTUAL SUBDRAIN LOCATIONS TO BE DETERMINED IN THE FIELD FINISH SLOPE NOT STEEPER THAN 1.5:1 OUTLET PIPES 4" 0 NON -PERFORATED PIPE, 100' MAX. O.C. HORIZONTALLY, 30' MAX. O.C. VERTICALLY (SEE BACK DRAIN DETAIL) BENCH INTERVAL AT COMPACTED FILL EVERY 30' MAX. 2% MIN. FALL 2% MIN. FALL KEY DEPTH VARIES TYPICALLY 2' MIN. KEY WIDTH VARIES, l (SEE REPORT) TYPICALLY 15' MIN. (SEE REPORT) 10' MIN. (SEE REPORT) :1 OR FLATTER RAIN TRENCH BACK DRAIN DETAIL) LOWEST SUBDRAIN SHOULD BE SITUATED AS LOW AS POSSIBLE TO ALLOW SUITABLE OUTLET. (SEE BACK DRAIN DETAIL) RANCH AND KEY INTO COMPETENT MATERIALS AS APPROVED BY THE GEOTECHNICAL CONSULTANT. TYPICAL STABILITY FILL/BUTTRESS SLOPE NOT TO SCALE NOTES: FOR BUTTRESS / STABILITY FILL DIMENSIONS, SEE GEOTECHNICAL REPORT/PLANS. ACTUAL DIMENSIONS MAY BE CHANGED BY THE GEOTECHNICAL CONSULTANT BASED IN FIELD CONDITIONS. ALL BACKCUTS WILL REQUIRE FILED INSPECTION AT THE TIME OF GRADING BY THE PROJECT GEOTECHNICAL ENGINEER. 3/4"-1-1/20. CLEAN GRAVEL* (3W /FT. MIN.) 4" 0 NON -PERFORATED PIPE FILTER FABRIC - ENVELOPE (MIRAFI 140N OR APPROVED EQUIVALENT)* 0' MIN. PERFORATEDDDDDD������ EACH SIDE PIP AP NON -PERFORATED OUTLET PIPE SUBDRAIN / BACKDRAIN DETAIL NOT TO SCALE *IF CALTRANS CLASS 2 PERMEABLE MATERIAL IS USED IN PLACE OF 3/4-INCH TO 11-INCH GRAVEL, THE FABRIC FILTER MAY BE DELETED. **SUBDRAIN TYPE: SUBDRAIN TYPE SHOULD BE ACRYLONITRILE BUTADIENCE CHLORIDE (A.B.S.), POLYVINYL CHLORIDE (PVC), OR EQUIVALENT. CLASS 125 OR SDR 32.5 SHOULD BE USED FOR MAXIMUM FILL DEPTHS OF 35 FEET. CLASS 200 OR SDR 21 SHOULD BE USED FOR MAXIMUM FILL DEPTHS OF 100 FEET. SPECIFICATIONS FOR CALTRANS CLASS 2 PERMEABLE MATERIAL (68-1.025) SIEVE S17E % PASSING 1 "..................100 3/4".................. 90-100 3/8".................. 40-100 NO. 4................. 25-40 N0. a ................. 18-33 NO. 30................ 5-15 NO. 50................ 0-7 NO. 200.............. 0-3 SAND EQUIVALENT > 75 RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 MA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fax 'CHANGE N0.1 DESCRIPTION I APPROVED I DATE BENCHMARK AS —BUILT APPROVALS 0" A; aAJ*" "' `"` oa "" ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DWG. NO. �.� DESCRIPTION: BRASS DISC SET IN TOP OF CURB P)4NS PREPARED UNDER SUPERVISION OF Rrrnu Twnm APPerc� rn SLOPE RECONSTRUCTION DETAILS FOR. DOUGLAS E. LOGAN DATE RECORD FROM: POINT ID #1039 DESIGNATED AS ENC-39 Et£VATION: 323.98' DATUM: MW88 SENIOR ENGINEER DATE DATE: 05/27/2021 R.C.E. NO. 39726 ENGINEER ec r I nreni EXP. 12-31-21 BAUER/REESER SLOPE REPAIR T UAN�SWN 1003 EMMA DRIVE/1001 GENIE LN, CARDIFF, CA 92007 6/22/2021 APN: 260-512-07 / 260-563-10 u A R:\Projects\7903 - Bauer\7903-GPO3.dwg 6/3/2021 8:46 AM STORMWATER POLLUTION CONTROL BMP NOTES SAN DIEGUITO WATER DISTRICT NOTES RELATIVE TO CONSTRUCTION ACTIVITIES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION BE CONSTRUCTED ACCORDING TO THE STANDARD WHEN PARALLELING WATER SERVICES. SPECIFICATIONS OF THE CURRENT WATER AGENCIES' CONCRETE WASHOUT STANDARDS COMMITTEE (WASC). 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET • CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO2 TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT GAS AND ELECTRIC VAULTS. STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY DOES NOT CONSTITUTE REPRESENTATION AS TO THE E RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. ACCURACY THE LOCATION OF, OR THE EXISTENCE 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF IOF,ST OR NON-EXISTENCE ANY UNDERGROUND UTILITY, DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER CONSTRUCTION SITE ACCESS PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS WI METERS MUST BE IN FRONT OF THE PARCEL THEY ARE • A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND PROJECT. SERVING. INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS PLATES. / / DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR REQUIRING REQUIRING THAT NO -LEAD BRASS BE USED IN THE PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL CONSTRUCTION OR REPAIR OF ALL POTABLE WATER CONSTRUCTION VEHICLES EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH • A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS TO BE NO -LEAD BRASS PARTS. MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW EROSION CONTROL OFFS, AND SERVICES SHALL BE PROVIDED WITH • EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WC-18. SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND WATER FACILITY (FIRE HYDRANT, METERS, VALVES, BONDED FIBER MATRIX. VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR • NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE • DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION (WASC) STANDARDS. IF FACILITIES DO NOT MEET SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND STANDARDS, THEN THEY SHALL BE UPGRADED TO TEMPORARY EROSION CONTROL MEASURES. CURRENT STANDARDS AT THE OWNER'S EXPENSE. • 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. 1. SET POSTS AND EXCAVATE A ON -SITE CONSTRUCTION MATERIAL STORAGE 4 BY 4 IN (10 BY 10 CM) • STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND TRENCH UPSLOPE FROM AND ccu I Arr rnu TO ArTnc cu Ai I cTncr Turcr conNIi T`Z Wuror lure Mni I cTAV ncv ni IT nr ALONG THE LINE OF POSTS. 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 EMIR 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. 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. 4 IN (10 CM) 2. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT 3. BACKFILL AND COMPACT THE INTO THE TRENCH. EXCAVATED SOIL FILTER FABRIC v( -I I I I I II I I I II I I I II I I = J I IW=1I P7 -11IJ I EI I L-11 L=I I L=I I L=I I L=I F ' I L=III=11I=11I=11I=11I=11I=11I- SILT FENCE DETAIL NOT TO SCALE \ T lit 7 I i 111 Ill IIfI Illll ! I FIBER ROLLS y ITT 11 "1 y Aqm y .v v y v y ' y Fbn roNa y y v v ro Y .Q� N 20 10 0 20 40 SCALE IN FEET SCALE: 1" = 20' NOT. INSTALL FIBER ROLL ALQVO A LEYEI. C ROOR. y VERTICAL SPACING III MEASURED ALONG IHE -V FACE OF ME SLOPE y VARIES BETWEEN WSTALL A RKR ROLL NEAR 1.4 AI ANO 6.0 AT SLOPE WHERE IT TRANSIRONS NAT A STEEPER SLOPE TYPICAL FIBER ROLL INSTALLATION N/r SLALE LEGEND PROPERTY BOUNDARY FIBER ROLL FR SILT FENCE RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 VIA VERA CRUZ, g205 SAN MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fax CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS —BUILT APPROVALS J"AM "" `"`�"a "" AJL DE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DWG. NO. DESCRIPTION: BRASS DISC SET IN TOP OF CURB PARED UNDER SUPERVISION OF RECOM D ROVED: EROSION CONTROL PLAN FOR. O L LOCATION: NORTHWESTRANI F IRNN^ R. & WE R. DATE: O5/27/2021 BAUER REESER SLOPE REPAIR / L- IN THE MIDDLE OF IdE RETURN IN IdE w OF ENC rt DOUGLAS E. LOGAN DATE LEER �Q�{!-�,t„i/>, LDEV-013580-2020 R.C.E. NO. 39726 w K T. BANKSTON )DATE 1003 EMMA DRIVE/1001 GENIE LN, CARDIFF, CA 92007 RECORD FROM: POINT ID 1039 DESIGNATED AS MC-39 12-31-21 6-22-21 6/22/2021 APN: 260-512-07 / 260-563-10 L ELEVATION: 32398' DATUM: 1M�9}� 88 SENIOR ENGINEER DATE . LOGAN EXP. DATE SHEET 4 OF 5 R:\Projects\7903 - Bauer\7903-GPO4.dwg 6/3/2021 8:45 AM u