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2019-14606 G (Plans)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 UNES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED UPDATED RECOMMENDATIONS PREPARED BY ENGINEERING DESIGN GROUP DATED 11 -13 -2019 EDG PROJECT# 196227 -1 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 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. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES SEE SHEET 3 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED �- QppFESSra4, OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A OWNER 09 LICENSED LAND SURVEYOR. NOTIFICATIONS 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEUCES, INCLUDING 1, THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE O7 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 DEFENSE THEREOF, ARISING OUT OF; OR IN ANY MANNER CONNECTED SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, - HOWEVER: THE CONTRACTOR m JOB #: IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR 8, GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT z 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 CONTACT: BOB BOOKER SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: COMPANY: ENGINEERING A. SEWERS - CARDIFF SANITATION DISTRICT - 760 - 753 -5018 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD B. GAS & ELECTRIC - SDGE - 811 ROAD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, C. WATER - S.D.W.D. - 811 GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH D. TELEPHONE - SBC BELL - 811 DATE: gllg& THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. E. CABLE TV - COX COMMUNICATIONS - 811 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN p CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK 619 -27 -1057 619- 272 -1057 (C) THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER ON THIS PROJECT. PHONE: ('760)-633-2770. STEEPEST EXISTING NATURAL SLOPE ON -SITE = 3 H: 1 V FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND LOCATION: REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAUUNG OPERATION. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 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 APN: 264 - 091 -62 APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE AND REMOVAL. PROVIDED STATING: "THE GRADING UNDER PERMIT 14606 -G HAS BEEN PERFORMED IN SUBSTANTIAL REMEDIAL = 300 C.Y. CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED SOILS IMPERVIOUS AREA PRIOR TO CONSTRUCTION: IT SOFT SHEET i COVER SHEET ENGINEER'S ENCINITAS, CA 92024 INCREASE IN IMPERVIOUS AREA: 7.555 SOFT SHEET 2 GRADING PLAN 3 -31 -20 CERTIFICATE IMPERVIOUS AREA REPLACED: 0 SQFT PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION OLIVENHAIN PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. I, ERIN E. RIST A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPUNG AND 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS DIRECTION ON 11 -13 -2019 AND FOR AN UPDATE ON .NIA . ONE COMPLETE COPY OF THE AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED SOILS REPORT COMPILED FROM THIS STUDY, NTH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO 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 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 SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR BEEN INCORPORATED_41+- *W�GRADING PLANS AND SPECIFICATIONS. 13. MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON MICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. CI APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND TY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT NTH 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 NO.1 DESCRIPTION I APPROVED I DATE 9LHNl5 RCE NO.: 65122 �- QppFESSra4, ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF OWNER 09 - RANCHO SANTA FE RD r PERMITTEE: EXP. DATE: -20 -21 O7 - EL CAMINO DEL NORTE ® - LONE JACK RD DEFENSE THEREOF, ARISING OUT OF; OR IN ANY MANNER CONNECTED - WILDFLOWER VALLEY DR y m JOB #: 196227 -1 DATE c sslzz z DATE DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR CONTACT: BOB BOOKER OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, R.A. BOOKER BUILDERS, INC COMPANY: ENGINEERING DESIGN GROUP ENCINITAS, CA 92024 ADDRESS: 2121 MONTIEL ROAD ''Ea cAV1 SAN MARCOS CA 92069 DATE: gllg& 1892 MAGDALENE WAY PHONE: 760 -839 -7302 SAN DIEGO, CA 92110 APPROVED: 619 -27 -1057 619- 272 -1057 (C) STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING ��0LELY F OM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR kMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND AJRIW LOUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DATE: DOUGLAS E. LOGAN COMPANY:RAN HO COASTAL ENGINEERING SURVEYING INC, ADDRESS: 31 Q VIA VERA C PHONE NUMBER: 760 -510 -3152 RCE EXPIRES: 12/32021 DESCRIPDQ'1: BRASS DISC SE[ IN CONCRETE SUB FOR FIRE HY0.4MIT 1OC4110N: 900' NORTH OF THE m rRLEMEWER WOR OF ENCINRAS. CA DOUGLAS E. LOGAN DATE NNING RECORD FROM: POINT ID NO. 1018, DESIGNATED AS W -18 EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BOB BOOKER AT 760 -525 -8242 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER i 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. B. 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. PROP. PERVIOUS PAVER DRIVEWAY 2 898.94 1 S21', 39' 3 _ 1)(PARCEL 3) )ING OPEN SPACE EASEMENT PER DOCUMENT RECORDED OCTOBER 27, 2000 AS FILE NO. 2000- 0583820 O.R. \ 1 SOT- 36' 18.w 767 72' KEY MAP 100 50 0 N 100 200 SCALE: 1" = 100' SCALE IN FEET SCALE: 1" = 100' kv �y 0 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. CAUFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996 EDITION). 3. STATE OF CAUFORNIA STANDARD SPECIFICATIONS- DECEMBER 2015. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS- DECEMBER 2015. 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. DESCRIPTION STD DWG SYMBOL EXIST. LOT BOUNDARY.................... ... ... .... _____.. EXIST. EDGE OF PAVEMENT ..... ............................... EXIST. CONTOURS ................................................ EXIST. FENCE FENCE............................................... ....... ❑ EXIST. RETAINING WALL. . ..... ................................. PROP. PERVIOUS PAVER- DRIVEWAY PROP. CONCRETE ........... ..__....... ._ ................... PROP. RETAINING WALL. ......(COUNTY OF S.D.) m (PDS 083) PROP. GRATED AREA DRAIN ........ ,.............. ............. PROP. 3" PVC DRAIN PIPE.................... .... ............. PROP. 6" PVC DRAIN PIPE ...... ............................... 3 3 3 PROP. 8" PVC DRAIN PIPE...... .................... ........... �--�- PROP. 3" PERE. SUBDRAIN ..... ............_.................. -.. .._ PROP. NO. 2 BACKING RIP-RAP. - - - PROP. BIO- RETENTION BASIN............... ................. .. EASEMENT LEGEND OA EXISTING EASEMENT FOR WILDFLOWER ESTATES LEGAL DESCRIPTION: OWNERS AICCESS, INGRESS NDE EGRESS FOR PARCEL F -1 OF CERTIFICATE OF COMPLIANCE MAINTENANCE, REPAIR AND DRAINAGE PER GRANT RECORDED ON DECEMBER 5, 1997 AS DOC# DEED RECORDED DECEMBER 5, 2003 AS DOC# 1997 - 0614690 2003 - 1444101. OWNER'S CERTIFICATE 0 EASEMENT FOR PRIVATE ROAD & UTILITY IN 04/16/1998 INST# 214516 O.R. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL © EASEMENT FOR PRIVATE UTILITY IN 08/10/2001 GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF INST# 568447 O.R. THE SITE. DD EASEMENT FOR PUBLIC UTILITIES IN 06/28/2002 1 (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND INST# 547946 O.R. CITYS OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, - ENCINITAS BLVD AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF - SANTA FE DR ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF OWNER ® - RANCHO SANTA FE RD & PERMITTEE: © - MANCHESTER AVE. O7 - EL CAMINO DEL NORTE ® - LONE JACK RD DEFENSE THEREOF, ARISING OUT OF; OR IN ANY MANNER CONNECTED - WILDFLOWER VALLEY DR DATE SIGN DATE NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGN DATE DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR CONTACT: BOB BOOKER OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, R.A. BOOKER BUILDERS, INC OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR 2240 ENCINITAS BLVD., "D ". PM8 547 CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR ENCINITAS, CA 92024 INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE 760- 525 -8242 (C) PROPERTY OR PUBLIC EASEMENTS. BOBGBOOKERBUILDERS.COM OWNER: ANKUR GARG SIGNATURE: IL DATE: gllg& 1892 MAGDALENE WAY ANKUR GARG NO. SAN DIEGO, CA 92110 APPROVED: 619 -27 -1057 619- 272 -1057 (C) EARTHWORK SONSHERIDAN.COM STEEPEST EXISTING NATURAL SLOPE ON -SITE = 3 H: 1 V SITE LOCATION: ya,°f /< MAXIMUM VERTICAL DEPTH OF CUT = 2 -FEET MAXIMUM VERTICAL DEPTH OF FILL = 4 -FEET APN: 264 - 091 -62 CUT = 0 C.Y. FILL = 0 C.Y. 3395 WILDFLOWER VALLEY DRIVE ENCINITAS, CA 92024 ' REMEDIAL = 300 C.Y. IMPERVIOUS AREA SHEET INDEX IMPERVIOUS AREA PRIOR TO CONSTRUCTION: IT SOFT SHEET i COVER SHEET IMPERVIOUS AREA AFTER CONSTRUCTION: 7.555 SOFT ENCINITAS, CA 92024 INCREASE IN IMPERVIOUS AREA: 7.555 SOFT SHEET 2 GRADING PLAN 3 -31 -20 SHEET 3 EROSION CONTROL PLAN & NOTES IMPERVIOUS AREA REPLACED: 0 SQFT PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION OLIVENHAIN jchn4 ugroir 3/27/20 _ SIGN DATE SIGN / DATE: �f R.C.E. N0. 39721 EXP, 12 -31 -21 0 - ENCINITAS BLVD Q2 - SANTA FE DR Q3 - EL CAMINO REAL ® - RANCHO SANTA FE RD Q5 - S. RANCHO SANTA FE RD © - MANCHESTER AVE. O7 - EL CAMINO DEL NORTE ® - LONE JACK RD 9Q - WILDFLOWER VALLEY DR VICINITY MAP T.B. PG. 1148 -05 NO SCALE 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 BMP PROJECT STATUS STANDARD PROJECT ENCINITAS FIRE DEPARTMENT SYSTEM APPROVAL 3/25/20 / KerYG'Be -beret 3125120 AKLKLette 3au.L 3127120 DATE SIGN DATE NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGN DATE :ERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO. Q /,,/J APPROVED: SIMPUFIED GRADING & DRAINAGE PLAN FOR: ya,°f /< �� 2J ANKUR OARG 4F>OF) -G EDWARD J. WIMMER 3395 WILDFLOWER VALLEY DRIVE, ENCINITAS, CA 92024 3 -31 -20 . ,. oA R: \Projects \7825 - CARD, ANKUR \7825- GP01.dwg 3/10/2020 10:07 AM W K ti ME i r >R N O O n O Z w Z O S 0_ WORK TO BE DONE: LEGEND D rL 33' WIDE DRIVEWAY OPENING. ❑A EXISTING EASEMENT FOR WILDFLOWER ESTATES OWNER'S ASSOCIATION'S COMMON O2 PERVIOUS PAVER DRIVEWAY PER DETAIL THIS SHEET. AREA FOR LANDSCAPING, ACCESS, INGRESS AND EGRESS FOR MAINTENANCE, REPAIR AND DRAINAGE PER GRANT DEED RECORDED DECEMBER 5, 2003 AS O3 CONCRETE PATIO. DOC# 2003- 1444101. (898.87' PER = p518081 ) ❑B EASEMENT FOR PRIVATE ROAD & UTILITY IN 04/16/1998 INST$ 214516 O.R. E 898.94 / O4 COVERED PATIO. 521 39 39° © EASEMENT FOR PRIVATE UTILITY IN 08/10/2001 INST# 568447 O.R. / O COVERED PORCH. 8 (TYP.) / © GRATED AREA DRAINS. D EASEMENT FOR PUBLIC UTILITIES IN 06/28/2002 INST({ 547946 O.R. O � E FENCE ❑ 1 () \ /OPEN SPACE EASEMENT PER Tp / DOCUMENT RECORDED 3" PVC DRAIN PIPE. 6 (�) ^. \ 220 j2 \E OCTOBER 27, 2000 AS FILE 27 NO. 2000 - 0583820 O.R. � 6" PVC DRAIN PIPE ®1.0% MIN. 8" PVC DRAIN PIPE ® 1.0% MIN. \\ \ '277 i !• �\ � � \ ( 10 810- RETENTION BASIN PER DETAIL ON SHEET 3, vv �� RE. U DR!)N \V AVA 2800 TG \ V ` AREA =305.0 S.F., F.S. = 216.4' - / / 21� D5 \ �• \ \PROPOSED FENCING PER 11 5' z 5' NO. 2 BACKING RIP -RAP. O A V A A (PARCEL 3) �V A LANDSCAPE PLANS �- O \ 1 MASONRY RETAINING WALL PER S.D.R.S.D. "C -2" 2 A�, DRAINAGE NOTE STANDARDS. \ I REFER TO LANDSCAPE PLAN SHEET 13 POOL PER SEPARATE PERMIT, NOT -A -PART. p Z \E\ \ \ E L2 FOR SMALL /MINOR. PLANTER O \9 G \ 17 3� \ DRAINS. 14 REMOVE AND REPLACE EXISTING AREA DRAIN WITH 12" 219.9 TG1 / 9' �\ ^2 -% \\ \\ \\\ \� \\ P� \ON \ 2 RISER BOX PER PERFORATED PVC DETAIL PIPEN SHEET 3. �\ \\ \\ \ Q \F \Q ZON� ENE 15 . \ 218.61r IE \ \\1 FV� \ \ \ 5� \ �F 16 SLOT DRAIN PER SEPARATE PERMIT, NOT -A -PART. MAX. HEIGHT KEYSTONE WALL AROUND BIO BIO- RETENTION. PROPOSED _ �\ \ \ (E) RIP -RAP PER 18 NEW 6° PVC DRAIN PIPE TO CONNECT TO PROPOSED 8 (TYP.) ' °,n`Imz GARAGE "' 9 (ryp,)\ \ \ AS -BUILT DWG. NO. DRAINAGE SYSTEM FROM EXISTING INLET. old E \ \ 5839 -G. CONTRACTOR TO FF =220.5 ZG tiON P� \. A VA \ \ \ REHAB AS NECESSARY TO I� 275 / ! iq• 3 "\PERF. SUBDRAIN g \ cj� 05, i �\ �9 T \E SATISFACTION OF CITY VOID FILLER - 1/8" T "X16° PCC \ 2 ryA9 96 ,,, ---666 219.9 t I p v .�1B' 2695 ENGINEER. 3/8" (N0. 6) LUSH CURB 2187$ IE 220.0 TG p AGGREGATE IN VOIDS APPROVED PA D \ \ ❑ 218.8 IE ryO��NE 2�9',�2 YE �V V '• A \ PP PAVERS W/ MIN. G-1 OR OCURBNE ❑ J \ e' BEDDING COURSE - 2" VOID `.1� I ry�0 Zg5 S E \ VA \ THICK OF 1/8" TO 3/8" `� L_ 21799 EDGE OF �\ \ \ (N0. 8) AGGREGATE 3/8" PAD \ \ CHOKER COURSE - 4" 2 (TYP) IE INTO (E) �� v NDRAINAGE \ THICK OF 3/8" TO 1/2" 4" SYSTEM \ (NO. 57) CRUSHED ROCK PROPOSED p ' -� TG \ \ \ MIN. 6" THICK �6. RESIDENCE r 219 ?A OF 3/4" o r 198 1 _ PAD =220.0 A A\ �- ° L_ 217.8V 16 V A CRUSHED ROCK " FF =221.0 - -�- _ - SOIL SUBGRADE PERF. SUBDRAIN S LINER NOTES: S J 5 ° e ° 1- A �\ VA V vV \ -ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE IL FINES (SAND, SILT, ETC.) �\ \ \ \ �,`v -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED "°�\ \ 4 - \ r (TMP) I16 \- \D \ \ \�\ \ �\ \\ \ - NO OR VIBRATORY S TO BE USED PLACEMENT OF NEXT COURSE \ (E) 10° PVC ^ 1 \I DRAIN PIPE TO \7 \\ (E)'10 PVC \ - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE I\ \ V BE ABANDONED/ I - o O - 7 \DRAIN PIPE TO \ \ REQUIRED. P 220 2 D. G DEMOLISHED PERVIOUS PAVER DETAIL NOT -A -PART �\� \\ \\ \\ �\ \ \\ \ NOT TO SCALE FD 3 "IRON PIPE W /CAP -LS,.-- - I -��- -� A PARCEL 2 EMOVE (E) '.�.. \.p\� \ \\ \ \ I 4306° AS SHOWN -la, (E) 10" PVC \ ) 24 °z24" BOX a \ \ \ \ \ \ \ 0 RO$ 18081 = DRAIN PIPE TQ- \� \ V- - - r ° \ \\ \� \\ NN I \� N� 0 I BE ABANOLI�kiED" \ \, \\ - c4 \.. _ \� \ NN \\\ D 3 4° IRON } \ - ° 3 o(TYP.) +� - -_ -_ \ �\ \\ \ \ PIPE W/DISC "LS W v� I A \ 22 .0 TC�� n 2 0.8 TG - 1 16 � �\ V A V A A U 4306" AS SHOWN J 1 V A 18108.1E �G _ �� V ° 217 .38 IE \\ �\ V� V V 8" PVC DRAIN PIPE TO Z ON f20S 18081 Q I -� \ - O N�_' - -qG 21,0 TG `- I (E) 10" PVC \ OUTLET INTO EXISTING I\ _ % 1 L� \ ,�y9A�- 8 �TYP.J'- -,��6V , - 217.441E \ 22).0 \ "' DRAIN PIPE TO BE \� �\ \ \\ RIP -RAP PER AS -BUILT z (�) 8 \ I ABANDONED /DEMOLISHED WG. NO. T 5839 REHAB w C J 1 iA �- - _ 6 (TYP.) 2 17 AS NECESSARY TO > N OF CITY A ENGINEER. N U RI :223.69 _..\ \ \ \EN �O _ SATISFACTION INV= 214.81 J \ /- 230. _ _ - �_` g}�, fig, \'r�,� N 3 V 229. TW 7 V �I (E) W.M. FOR \ 227.0 BYI__ GARG RESIDENCE 15 2 22 PER O.M.W.D. R0.0FE55 /OH w (E) 6" SWR I --= ��� --�._ ��' �` - \ _ _ \ \ \. _ \`\ \\\ v� z C.9in 10 LATERAL �� �v� �� �_ .'�� y\ \-��.� v v- vV�� -�. ���� �� cavrre ,� Z _ �! '�-�- �.` �� -�� -� \ �•� \ REVUE FRENCH DRAIN \\ \ 14 LJ (E) BROW DITCH TO ��`��� `��- `��_ -"--` \= �� �` JF REQUIRED PER SOIL \\ \\ \\ \\ \\ e j'2 clva pi° Q Q __ ENGINEER'S \ \ \ \ C o BE CLEANED OUT �� -�'-� �\ \ \ `� or cAilF AS NECESSARY _ -�- 54/;36 ��� - ``-� \`1 =�.`i \ `\ RECOMMF`D\�. \ \\ \ \\ \\ \\\ \ \ < Ol 20' 20' 18 "W 7gj7 , N N X767.55 pER ROS1gp8j �\ '` A B C D 10 5 0 10 20 SCALE IN FEET a\ o\ U O N u7 Z Q O O W O g SCALE: 1 = 10 "����` \ \ Z� IGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESlgcu BY. •DgAx1+er: CHE er: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO. No DESCRIPOOY: BRASS DISC SET IN CONCRETE SUB FOR ERE HYDRANT INT. I DATEI PLANS PREP RED UNDER SUPERMSIONgOF /�',l1 RECOMMENDED: yI APPROVED: SIMPLIFIED GRADING & DRAINAGE PLAN FOR: w Z U'D LOCA8ON. 800' NORTH OF THE END OF BUMANN ROAD IN THE CITY PUBLIC WORKS ,A- DATE: 3- [0-T.V "tl"� G-�c- QG% 2J� «� -. ANKUR GARG Z Z OF ENCINITAS. CA DOUGLAS E. LOGAN DATE PLANNING � 14606 -G F5 o R.C.E. NO. 39726 STEVE NOWAK EDWARD J. WIMMER 3395 WILDFLOWER VALLEY DRIVE, ENCINITAS; CA 92024 REM O FOR POINT ID NO. 1018. CESIGNATEO AS ENC -18 REVIEWER E GI ER 3 -31 -20 4 -14 -20 W 0- ElEVA710N: 309.92' DATUM: NAVD80 SENIOR ENGINEER DATE INSPECTOR DOUGLAS E. LOGAN EXP. 12 -31 -21 DATE DATE SHEET 9 OF 3 R: \Projects \7825 - GANG, ANKUR \7825- GP02.dwg 3/10/2020 10:07 AM STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT • CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE W/ 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 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 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. • REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND SOLIC TO 0' RIP -1 COVER. 00 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. L • WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON —SITE CONSTRUCTION MATERIAL STORAGE 6° PERF. • STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND UNDERDRAIN PIPE ' 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. I 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 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. RISER BOX DETAIL NOT TO SCALE DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL NO. 2 BACKING RIP -RAP a 12" MIP SEE NC BELOW 4± 8" DRAIN PIPE ITLET TO EXIST. AP 3" WELL -AGED, SHREDDED HARDWOOD MULCH OF 4° FROM THE 30" SURROUNDING GRADE SER BOX 4" 211 /. �.. 215 U FENCE 1 ti' III �1� p1t �Q I , 1 N I 3 BAGS HIGH (MAX.) 2 BAGS HIGH (MIN.) 0 V2 NOTE: LOWER BAG ROW TO BE BURIED 6" UNDER GRADE. KEYSTONE WALL OR EQUAL OR GRAVEL BAG CHECK DAM SLOPE NOT TO SCALE AF II /� / "/ ,8" MIN. ENGINEERED �lr!-m1= J \�j�� 2- 301LOF* 3/8 NOTE BELOW 3 -12" �-�- �jj \\ / GRAVEL PVC PIPE III =TI III - /\\ 3/4" CRUSHED RISER —1111111-1111111-111111111 - 11 11—i = III ROCK SOLID 8" UNDERDRAIN PIPE OUTLET TO EXIST. RIP-RAP LINER xxx / / \� /� \ / //. _ ....i /( /�' / /� \'/ —imren f LINER TIE 6" PERFORATED PVC TIE 8" DRAIN PIPE @ 6° PERFORATED PIPE INTO RISER OUTLET TO EXISTING PVC PIPE RIP -RAP * 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, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. _ * *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. BIO RETENTION BASIN DETAIL NOT TO SCALE • ilpo'rr�il��.C��l�'� s tltpltt /7 i�,�lt�ttl�lp�� ,� II NEIIjr1IIIII�IItltiPlNo moll NET NV C 1. r 1 1p:- _.. mak INS Yaw lti►- :'tii J� • �9 • •�\•`_ I � I I II FF . • 20 40 LEGEN SCALE IN FEET PROPERTY BOUNDARY 1t_ et_ CONSTRUCTION I,xx' GRAVEL BAGS 6D% be SILT FENCE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. i IN (10 CM) 3. ATTACH THE FILTER FABRIC TO THE (WIRE FENCE AND EXTEND IT 4. BACKFILL AND COMPACT THE INTO THE TRENCH. EXCAVATED SOIL. III FILTER FABRIC —'� O�I III III _ WIRE I II II 11- SILT FENCE DETAIL NOT TO SCALE PROFILE -1-1/2" PUBLIC CRUSHED RIGHT -OF -WAY ROCK Eyep{ PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT -OF -WAY STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE RpOFE55lON* Wh•'Q E C� f` _ c c d9]28 R A °r� crvlV � ?* tf OF CALIF RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVIIAPNIEN'I' CONSULTANT 310 VIA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510 -3152 Ph / (760) 510 -3153 Fax CT * • •••. . -:131: [11111; tei 1 Call= !:[NI:IIt.. "011 3k'179I]J717:Im.Y31:4L' /[e4iy 117:r- lalLl7l1i If DESCRIFION: BRASS DISC SEr IN CONCRETE SLAB FOR n I INT. A PILL UNULK SUYLKWSIUN OF RECOMMENDED: �/J APPROVED: LRU5ION CON IROL PLAN FOK: E LocAnoN: F R IN TN CO I PUBLIC WORKS DATE: j�ifl� I /C G'�-°`P� �-J -""—�- I ANKUR GARG 14606 -G ` OF ENCINRAS, CA DOUGLAS E. LOGAN DATE RECORD FROM: POINT ID NO. 1018. 061GNATCU AS ENC -18 PLANNING R.C.E. NO.— STEVE NOWAK EDWARD J. WIMMER 3395 WILDFLOWER VALLEY DRIVE, ENCINITAS, CA 92024 5 REVIEWER ENGINEER 3 -31 -20 4 -14 -20 L Fl FVATON' V19.99' DATNM. NAMm SENIOR ENGINEER DATE DOUGLAS F. IOCAN EXP. 12 -31 -21 nATV nAs SHFFT 3 OF 3 R: \Projects \7825 - GARG, ANKUR \7825- GPO3.dwg 3/10/2020 10 :06 AM WR 0 rl N A4 i II IS N M 0 u� O ra n O Z w Z O 0- D_ I.E. =212 RISER BOX 4° LE.= 213.4± SOLIC TO 0' RIP -1 RISER BOX DETAIL NOT TO SCALE DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL NO. 2 BACKING RIP -RAP a 12" MIP SEE NC BELOW 4± 8" DRAIN PIPE ITLET TO EXIST. AP 3" WELL -AGED, SHREDDED HARDWOOD MULCH OF 4° FROM THE 30" SURROUNDING GRADE SER BOX 4" 211 /. �.. 215 U FENCE 1 ti' III �1� p1t �Q I , 1 N I 3 BAGS HIGH (MAX.) 2 BAGS HIGH (MIN.) 0 V2 NOTE: LOWER BAG ROW TO BE BURIED 6" UNDER GRADE. KEYSTONE WALL OR EQUAL OR GRAVEL BAG CHECK DAM SLOPE NOT TO SCALE AF II /� / "/ ,8" MIN. ENGINEERED �lr!-m1= J \�j�� 2- 301LOF* 3/8 NOTE BELOW 3 -12" �-�- �jj \\ / GRAVEL PVC PIPE III =TI III - /\\ 3/4" CRUSHED RISER —1111111-1111111-111111111 - 11 11—i = III ROCK SOLID 8" UNDERDRAIN PIPE OUTLET TO EXIST. RIP-RAP LINER xxx / / \� /� \ / //. _ ....i /( /�' / /� \'/ —imren f LINER TIE 6" PERFORATED PVC TIE 8" DRAIN PIPE @ 6° PERFORATED PIPE INTO RISER OUTLET TO EXISTING PVC PIPE RIP -RAP * 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, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. _ * *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. BIO RETENTION BASIN DETAIL NOT TO SCALE • ilpo'rr�il��.C��l�'� s tltpltt /7 i�,�lt�ttl�lp�� ,� II NEIIjr1IIIII�IItltiPlNo moll NET NV C 1. r 1 1p:- _.. mak INS Yaw lti►- :'tii J� • �9 • •�\•`_ I � I I II FF . • 20 40 LEGEN SCALE IN FEET PROPERTY BOUNDARY 1t_ et_ CONSTRUCTION I,xx' GRAVEL BAGS 6D% be SILT FENCE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. i IN (10 CM) 3. ATTACH THE FILTER FABRIC TO THE (WIRE FENCE AND EXTEND IT 4. BACKFILL AND COMPACT THE INTO THE TRENCH. EXCAVATED SOIL. III FILTER FABRIC —'� O�I III III _ WIRE I II II 11- SILT FENCE DETAIL NOT TO SCALE PROFILE -1-1/2" PUBLIC CRUSHED RIGHT -OF -WAY ROCK Eyep{ PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT -OF -WAY STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE RpOFE55lON* Wh•'Q E C� f` _ c c d9]28 R A °r� crvlV � ?* tf OF CALIF RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVIIAPNIEN'I' CONSULTANT 310 VIA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510 -3152 Ph / (760) 510 -3153 Fax CT * • •••. . -:131: [11111; tei 1 Call= !:[NI:IIt.. "011 3k'179I]J717:Im.Y31:4L' /[e4iy 117:r- lalLl7l1i If DESCRIFION: BRASS DISC SEr IN CONCRETE SLAB FOR n I INT. A PILL UNULK SUYLKWSIUN OF RECOMMENDED: �/J APPROVED: LRU5ION CON IROL PLAN FOK: E LocAnoN: F R IN TN CO I PUBLIC WORKS DATE: j�ifl� I /C G'�-°`P� �-J -""—�- I ANKUR GARG 14606 -G ` OF ENCINRAS, CA DOUGLAS E. LOGAN DATE RECORD FROM: POINT ID NO. 1018. 061GNATCU AS ENC -18 PLANNING R.C.E. NO.— STEVE NOWAK EDWARD J. WIMMER 3395 WILDFLOWER VALLEY DRIVE, ENCINITAS, CA 92024 5 REVIEWER ENGINEER 3 -31 -20 4 -14 -20 L Fl FVATON' V19.99' DATNM. NAMm SENIOR ENGINEER DATE DOUGLAS F. IOCAN EXP. 12 -31 -21 nATV nAs SHFFT 3 OF 3 R: \Projects \7825 - GARG, ANKUR \7825- GPO3.dwg 3/10/2020 10 :06 AM WR 0 rl N A4 i II IS N M 0 u� O ra n O Z w Z O 0- D_