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2018-13824-G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED PRELIMINARY SOIL INVESTIGATION FOR FROST RESIDENCE PREPARED BY TERRA TECHNOLOGY ENGINEERING, INC. DATED FEBRUARY 2 2018 AND PROJECT# TF -3228 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR, 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT -THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 13824 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JAMES FROST__ AT (619)548 -1926, 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. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)- 633 -2770 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - (760)- 753 -6466 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV COX COMMUNICATIONS - (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) -633 -2770. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE ❑D ROAD AND UTILITY EASEMENT AS DESCRIBED IN "PARCEL E" OF THE TITLE REPORT & INCORPORATED HEREON. CHANGE N0. "PARCEL E" OF GRANT DEED RECORDED AUGUST 15, 2003 AS DOC. NO. 2003 - 0995968 STRICT ACCORDANCE WITH SPECIFICATIONS. SOILS ENGINEER'S CERTIFICATE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SQFT "PARCEL E" THE CURRENT VESTING DEED. SLOPE AT THE CONCLUSION OF EACH WORK DAY. I, DALE R. REGLI A REGISTERED CIVIL GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, • 9,600 S.F. / 0.22 ACRES SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR LOCATION: IN CENTERLINE OF ENCINITAS BLVD, 300' EAST OF INTERSECTION WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT UNDER MY DIRECTION ON JANUARY 15. 2018, ONE COMPLETE COPY OF THE SOILS REPORT LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 218,10' DATUM: NAVD88 BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. INCORPORATED IN THE GRADING PLANS AND S ECIFICATIONS. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SIGNED: SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, THE SITE. PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM GE NO.: 713 DRAIN SYSTEM. PUBLIC UTILITY EASEMENT GRANTED TO SDG &E AS DESCRIBED IN DOCUMENT RECORDED AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM EXP. DATE: g /3n /2mA QROFESS /0* 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT �° R. RFc `Fy SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. BE MODIFIED WITHOUT A PERMIT FROM THE CITY. PEE JOB #: TF -3298 ti a OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR 0. R.. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN z 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES COMPANY: TERRA TF,HNnI nC Y FNC INFFRIN( IN(- PRIVATE UNDERGROUND WATER LINE EASEMENT AS DESCRIBED IN DOCUMENT RECORDED No. GE 713 APRIL 17, 1990 AS FILE NO. 90- 206726 O.R.. AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE ADDRESS: PO BOX 301061 ° FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY Q ESCONDIDO, CA 92030 sr CrECHN � qre PUBLIC UTILITY EASEMENT PER DOCUMENT RECORDED FEBRUARY 21, 1991 AS DOC. NO. AND /OR THE TURF /LANDSCAPED AREAS. PHONE: (7Fn) 74n -n89R OF cm�-O 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA ( THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS NOT DISCLOSED OF RECORD) UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. STATEMENT OF ENGINEER OF WORK UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN IT TO AN ADEQUATE IMP /BMP. 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 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC WITHOUT A PERMIT FROM THE CITY. 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 7. THE INSTALLATION OF ADDITIONAL OWN ON THIS PLAN MAY 0 LIMPER VIOU SURFACES FACES NOT SHOWN THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AN ITS OFFICERS AGENTS EMPLOYEES AND E LOYEES FROM PROPERTY DAMAGE OR 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM BODILY INJURY ARISI SOLELY F OM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN ENGINEER AND HIS /H R AGENTS 0 MPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE AGENCY AND EMPLO E1 AND A G OUT OF THE WORK PERFORMED BY THE ENGINEER. ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE SIGNATURE: i DATE: AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER DOUGLAS E. LOGAN IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT RCpESSioN DISCHARGES THROUGH AN ADEQUATELY SIZED OIL /GREASE SEPARATOR AND IS THEN FILTERED COMPANY:RANCHO COASTAL ENGINEERING & SURVEYING INC. �o Qs P Fi THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY ADDRESS: 310 VIA VERA CRUZ, #205 h�� �° sac SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT PHONE NUMBER: 760- 510 -3152 MAY BE REQUIRED FOR THIS STRUCTURE. RCE EXPIRES: 12/31/2019 C 39726 A EASEMENT LEGEND EARTHWORK `f'r CIV1- �P 9TFOF ❑A ROAD AND UTILITY EASEMENT AS DESCRIBED IN "PARCEL B" OF THE TITLE REPORT & STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1.5 H: 1 V: CA0 "PARCEL B" OF GRANT DEED RECORDED AUGUST 15, 2003 AS DOC. NO. 2003 - 0995968 MAXIMUM VERTICAL DEPTH OF CUT = 3 -FT. & "PARCEL B" THE CURRENT VESTING DEED. MAXIMUM VERTICAL DEPTH OF FILL = 2 -FT. © ROAD EASEMENT AS DESCRIBED IN "PARCEL C" OF THE TITLE REPORT & "PARCEL C" OF CUT = 100 C.Y. FILL = 100 C.Y. GRANT DEED RECORDED AUGUST 15, 2003 AS DOC. NO. 2003- 0995968 & "PARCEL 2" OF GRANT DEED RECORDED OCTOBER 20, 1978 AS FILE NO. 78- 449183 & "PARCEL C" EXPORT = 0 C.Y. THE CURRENT VESTING DEED. REMEDIAL = 1.500 C.Y. © ROAD AND UTILITY EASEMENT AS DESCRIBED IN "PARCEL D" OF THE TITLE REPORT & "PARCEL D" OF GRANT DEED RECORDED AUGUST 15, 2003 AS DOC. NO. 2003 - 0995968 & "PARCEL 3" OF GRANT DEED RECORDED OCTOBER 20, 1978 AS FILE NO. 78- 449183 & PARCEL D" THE CURRENT VESTING DEED. INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE AND DO NOT ❑D ROAD AND UTILITY EASEMENT AS DESCRIBED IN "PARCEL E" OF THE TITLE REPORT & CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN CHANGE N0. "PARCEL E" OF GRANT DEED RECORDED AUGUST 15, 2003 AS DOC. NO. 2003 - 0995968 STRICT ACCORDANCE WITH SPECIFICATIONS. IMPERVIOUS AREA CREATED OR REPLACED: 9.400 & & "PARCEL 4" OF GRANT DEED RECORDED OCTOBER 20, 1978 AS FILE NO. 78- 449183 IMPERVIOUS AREA AFTER CONSTRUCTION: 9,400 SQFT "PARCEL E" THE CURRENT VESTING DEED. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH TOTAL AREA OF LAND DISTURBANCE • 9,600 S.F. / 0.22 ACRES SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS E ROAD "PARCEL TITLE REPORT SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LOCATION: IN CENTERLINE OF ENCINITAS BLVD, 300' EAST OF INTERSECTION ❑ AND UTILITY EASEMENT AS DESCRIBED IN F" OF THE & LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER "PARCEL F" OF GRANT DEED RECORDED AUGUST 15, 2003 AS DOC. NO. 2003 - 0995968 EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME & "PARCEL F" THE CURRENT VESTING DEED. LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL 1979 AS INSTRUMENT NO. 79- 298597. RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 218,10' DATUM: NAVD88 BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. L ❑F EASEMENT FOR PUBLIC HIGHWAY AS DESCRIBED IN DOCUMENT RECORDED JULY 11, 1979 GEWE OLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL AS FILE NO. 79- 287466 O.R.. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, THE SITE. PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE G PUBLIC UTILITY EASEMENT GRANTED TO SDG &E AS DESCRIBED IN DOCUMENT RECORDED AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM OCTOBER 23, 1979 AS FILE NO. 79- 444230 O.R.. UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. PUBLIC UTILITY EASEMENT PER RECORDED NOVEMBER 19, 1986 AS FILE NO. 86- 533042 OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR 0. R.. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN (THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS NOT DISCLOSED OF RECORD) 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 H❑ PRIVATE UNDERGROUND WATER LINE EASEMENT AS DESCRIBED IN DOCUMENT RECORDED BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED APRIL 17, 1990 AS FILE NO. 90- 206726 O.R.. 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 PUBLIC UTILITY EASEMENT PER DOCUMENT RECORDED FEBRUARY 21, 1991 AS DOC. NO. THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE 1991 - 0077316 O.R.. IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF ( THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS NOT DISCLOSED OF RECORD) APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. I ❑ SEWER EASEMENT AS DESCRIBED IN DOCUMENT RECORDED FEBRUARY 9, 1998 AS DOC. • NOTE: EARTHWORK QUANTITIES ARE THEORETICAL ONLY AND DO NOT INCLUDE SPOILS, SHRINKAGE, OR SWELLING. IMPERVIOUS AREA CHANGE N0. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 115 SQFT IMPERVIOUS AREA CREATED OR REPLACED: 9.400 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 9,400 SQFT INCREASE IN IMPERVIOUS AREA: 9.285 SQFT TOTAL AREA OF LAND DISTURBANCE • 9,600 S.F. / 0.22 ACRES APN: 259 - 231 -70 RANCHO COASTAL ENGINEERING & SURVEYING SHEET INDEX SINGLE SOURCE DEVELOPMENT CONSULTANT SHEET 1 COVER SHEET 310 VIA VERA CRUZ, #205 SHEET 2 GRADING PLAN SAN MARCOS, CA. 92078 SHEET 3 EROSION CONTROL PLAN & NOTES (760) 510 -3152 Ph / (760) 510 -3153 Fax SHEET 4 ADDITIONAL NOTES WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS: STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2012 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996 EDITION). 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006. 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. DESCRIPTION STD DWG SYMBOL EXIST. LOT BOUNDARY .......... ..........................._... EXIST. EDGE OF PAVEMENT...... z% EXIST. CONTOURS ................ ............................... ----- 175� PROP. CONTOURS ................ ............................... PROP. RETAINING WALL ............ C- 02/C -04 ............ PROP. ARCHITECTURAL SITE WALL . ........................... PROP. CONCRETE...._ ............ ............................... 4" DRAIN PIPE UNLESS OTHERWISE NOTED ................ 6" AREA DRAIN .................... ............................... Ell BIORETENTION BASIN .............. ............................... RIP -RAP D -40, MODIFIED............ OWNER lif I JAMES M. FROST AND KIMBERLY K. FROST TRUSTEES OF THE JAMES AND KIMBERLY FROST FAMILY TRUST CHANGE N0. 6565 MIRAMAR ROAD APPROVED SAN DIEGO, CA 92121 BENCHMARK DESCRIPTION: WELL MONUMENT POINT ID N0.1029 DESIGNATED AS ENC -29 SITE ADDRESS: DESDGN DRAW Br: cHECpEO AVENIDA ESPERANZA LOT 3 ENGINEERING DIVISION APPROVALS RECD MENDED: VED• JES OWENS (�( ,� DATE OAT ENCINITAS, CA 92024 DWG. N0. 13824 -G APN: 259 - 231 -70 LEGAL DESCRIPTION: LOCATION: IN CENTERLINE OF ENCINITAS BLVD, 300' EAST OF INTERSECTION X93 PARCEL 3 OF PARCEL MAP NO. 8911 IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ��GO FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 12, 1979 AS INSTRUMENT NO. 79- 298597. RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 218,10' DATUM: NAVD88 OWNER'S CERTIFICATE L HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEWE OLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO IDENTIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: %4Xk_jLi DATE: Z �$ MES M. FROST WO `I i 2 Q � QZ SITE o� 0 ,Q z 2 cr U WW 2 Q Z Q Q J�fl 0 2 U 2 Q g N VICINITY MAP IW -MK �191vmjFA SIGNATURE: - JV DATE: °� 7 2cfg� KI BERLY K. FRO T TRUSTEES OF THE JAMES AND KIMBERLY FROST FAMILY TRUST DATED 11/13/1986 BMP PROJECTS STATUS STANDARD PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT POTABLE WATER SYSTEM APPROVAL e SIGN DATE SIGN DATE SI N DATE R. .E. $$ 3 DATE GN DATE NO. 1998 - 0066777 O.R.. lif I NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: WELL MONUMENT POINT ID N0.1029 DESIGNATED AS ENC -29 'AS -BUILT APPROVALS ��I,!'�Q NT. DATE `I PUBLIC WORKS /VA I DOU L S E A DATE ,vw PLANNING I ' �� REVIEWER LS .... DATE INSPECTOR Z DESDGN DRAW Br: cHECpEO BY: ENGINEERING DIVISION APPROVALS RECD MENDED: VED• JES OWENS (�( ,� DATE OAT CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING &DRAINAGE PLAN FOR: 139 AVENIDA ESPERANZA AVE. ENCINITAS, CA 92024 APN: 259- 231 -70 DWG. N0. 13824 -G /% PAS PRE /r;I�ED UNDER SUPERVISION OF 7 4' -1119 I R cTE. No. 39726 DOUGLAS E. LOGAN EXP. 12 -31 -19 LOCATION: IN CENTERLINE OF ENCINITAS BLVD, 300' EAST OF INTERSECTION WITH WILLOW SPRINGS DR. AT BEGINNING OF LEFT TURN POCKET IN THE CITY OF ENCINITAS. CA. - RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 218,10' DATUM: NAVD88 SHEET 1 OF 4 R: \Projects \7662 - FR0ST \7662- GP01.dwg 9/14/2018 2:37 PM ti f` Lr- :D Q (n � CD U zct� � @a W O w C7 p Z LLJ Q Q H Ld to a� O CN O O u K? Q C �Ln L,J Q 00 Z � (n Q W LLJ Z w C FOUND t MONUMENT F G PER PM8911 �4 > .d � EXISTING U" W D o Z 0 o D 1N05 D N 1 10% c� D N m I ° FOUND Q? p MONUMENT N\ m SVO PER PM8911 D D Q EX. 8" PVC N EX. MANHO TG:140.0 SEWER LINE y TO REMAIN IE:139.0 TO REMAIN 1 EX. 8" P WATER LINE 143.0 W - TO REMAIN 6" PVC 41.25 w- - DRAIN PIPE 138.5 H H ' EX. WATER ETER T ° ° REMAIN 17 ° EX. UTILITY 143.0 TW ULLBOX 140.0 BW / 138.5 TF � W ^M� 13 17 S 143.0 TW 139.5 BW w 138.5 �17 142.5 ATW 139.0 BW 12 w142.0 ATW 138.5 BW 143.0 3S 140.0 138. 141.5 AT 138.0 B 141.0 AT 137.5 B 140.5 APO E 137.0 B 39.5 ATW 136.0 BW w E E 38.5 ATW 135.0 BW RECORD MONUMENT PER PM8911 E 0 E \ E CHANGE NO. a _ m CONCRETE / 2" RECOMPACTED ATI VE SU BGRADE SOIL 0 95% COMPACTION NOTES: CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,250 PSI AND CONTAIN #3 BARS ON 18" CENTER, BOTH WAYS CONCRETE DRIVEWAY SECTION I•(i��Ci�Y•Ll� 12" WIDE EXISTING RET.%/� WALL TO REMAIN N15. 41' 59.00 "E Ylil� V�f/Y11�L1�1�•� VVa 1' R LIMITS OF \, 235.000 GRADING � - (TYP.) _ ,_ - - m _ RECORD MONU T T, . PM8911 _ - cn w . TOE pF- Z � -Q�� -. AW OF SLOPE a /� ; " u. _ � i -��O �j 6� 9` 1N D V. LIM1$TS ° rn% L - r% Z F D pt -P - - _ O - I L W 'v p,`L' 'D O D 1 ✓J �'\ _ O . ° r- 1 . , r. ,,., -- F _ �e' {; �., �� CTI •�' '\ Dc� �,> 1% IT. tK ° 6" PVC �° Dh ���h' �� G���� - -A. ,„ ��. �, vv 61. 147.5 TW L 4. 1 �� / � D LANDSCAPED TG• ° � ° ' t...� D ,� 146.25 B _���� 147.5 TW ' a.i r,ar SC NDD �� /x,/4)2 D ^� • Y LAND- i I �� D �I I, D N 4S D dN Z CAPE[ 2 D 1% ?W �' 1V �1 o E °F � p n76Rf TW 17 1 b G:147.0- lij,brt� WIK7 D \ IE:144.8' D p r TIA� Q �p PROP. RESIDENCE iF 1> p 1 b` ° • Io 16 r \ l ' I �a1A'1/� PAD =147.0 �sr6o r O 146.5 TW r: s. •� �/rJ D,\ FF =147.8 ��. ��• LAND �;. �� A. 142.0 BW �_ ; ..'',,;_• ''JJ ff J CAPE ° 138.5 TF � -, � o \� '��� • \�C5^ \ p , • �G' 1 li 1 '•�' S 0. I 1A p 146.5 TW 142.0 BW 16 P P D -- 138.5 TF t 1 1 D F 6 I 46.0•BW ,� p w D EX. SWALE 2 %- A TO REMAIN 0 •D 0 GARAGE a TG 5 14 -7. 5 ` iJ PAD =147.0 4 ° \ cV 1E• :. d � p ..� . �N � t ... � D ° � b �.:. `1* FF =147.8 �.. 146.5 TW �1 142.0 BW 1 \ •'D ' \ a` �^ 138.5 TF TW DRAIN B 143.0 TW Cr 1 • \ � � \�` T 142.0 BW- 17 G - -/i W 17 138.5 TF 145' EX. TOP 25' W 143.0 TW � ' OF SLOPE'-- -- �_�� -- W 12 R° 142.0 BW�-- - cs'- �- _ i� �_ /i RYSB W 143.0 TW 3 Ty \ W 141.0 BW --- -- - - -E X. SEWER LATERAL -5 0 l �TG'- // _ LIMITS OF _�� _ TO REMAIN. SEE GRADING 30' T IS T �'O �F` • �% FYSB 5 - (TYP.) X. ELECTRIC SERVICE TO REMAIN -- -_ m�� 12 13S E E -_ E E N nor ill WORK TO BE DONE DATE 0 � DRIVEWAY ENTRANCE ELEV. 140.5 DROUGHT • B • BACKING RIP-R . GRASS • SHEET • O3 D.. BO INT. GRATED INFLOW RECOMMENDED: APPROVE : / Caw - JES WENS /C�� L'8 tollb / Zp( $ nATF ' F1ATF O5 2'x2' TYPE 1, NO. 2 BACKING 1.1' THICKNESS PUBLIC WORKS DEPRESSED RIP -RAP DISSIPATOR PER MODIFIED - WITH S WITH WILLOW SPRINGS DR. AT BEGINNING OF LEFT TURN POCKET D -40. OBIO FILTRATION BASIN PER DETAIL THIS SHEET DO L E. GAN DATE - - _- _ DATE RETAINING WALL PER FS =142, AREA= 376 S.F. - OBIO RETENTION BASIN DRAIN CATCH BASIN • SDRSD C TG= 142.8, IE= 138.75 O 6" PERFORATED PVC PIPE AT INVERT 138.75 O 12" WIDE TRENCH DRAIN W/ TRAFFIC RATED LID. 10 ENGINEERED • ��,... O \ 11 O 12" WIDE DRAINAGE CHANNEL AT TOP OF WALL • • PER DETAIL THIS SHEET 12 NON RETAINING SITE WALL PER ARCHITECTURAL w PLANS 0 BOTH SIDES OF WALL 18" WIDE HEADWALL PER MODIFIED SDRSD D -30 o � I. 14 OMMITTED N _ EX. SHED TO BE REMOVED • TO WATERPROOFED / 16 RETAINING WALL PER SDRSD C -03 PER STANDARD DETAILS RETAINING WALL PER SDRSD C -01 /i►• .•„ •• xn?rny �, �c zasza SEE NOT �• s WIN BELOW E E 3" WELL -AGED, SHREDDED HARDWOOD MULCH LAYER F. O 12" MIN. 1tx�' RETAINING WALL PER SDRSD C -01 FILTER COURSE: 3" OF CLEAN AND WASHED ASTM 33 FINE AGGREGATE SAND OVER 3" co ASTM NO. 8 STONE ON TOP I- /42 'III -III III OF GRAVEL LAYER III I- :o -III -III= I -III - -III -- WALL TO BE WATERPROOFED PER STANDARD DETAILS SOLID 6" PVC /ABS DRAIN PIPE. OUTLET 6" PERFORATED PVC PIPE ALONG LENGTH OF BASIN ST RIP RAP NEAR @ 3" FROM BOTTOM. CONNECT TO INVERT OF BOX. OUTLET IE= 138.75 STREET OUTLET *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" 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. MIN. PERK RATE = 5 IN. /HR. * *18" CRUSHED ROCK LAYER, CL. II PERMEABLE ROCK WITH MIN. 40% POROSITY. BIOFILTRATION W/ PARTIAL RETENTION: NOT TO SCALE 140 TOP OF N PROPOSE[ MASONRY WALL 4 TYP. X46 0- 0 145 MONUMENT PER PM8911 N15. 41' 59.00 "E 235.000 L EXISTING FENCE TO REMAIN EARTHERN DRAINAGE SWALE 6" 12" 1N. ON. 2 �c . 12" MIN. DRAINAGE CHANNEL AT TOP OF WALL ALONG DRIVEWAY Z 10 5 0 10 20 SCALE IN FEET SCALE: 1" = 10' QROFESS /ON h��4� JG�pS E. 40, z C 39726 S w w STORMWATER BMWs: • STORMWATER POLLUTION CONTROL BMP's TO BE PRIVATELY MAINTAINED AND NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY RETAINING WALL NOTE • TW = ELEVATION ® TOP OF WALL • ATW = ARCHITECTURAL TOP OF WALL • BW = FINISH GRADE ® BOTTOM OF WALL (NOT TOP OF FOOTING) • TF- TOP OF FOOTING 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. 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. EXISTING UTILITIES NOTE • CONTRACTOR TO VERIFY EXISTING UNDERGROUND UTILITY LOCATIONS, DEPTH, AND CONDITION AND NOTIFY ENGINEER IF ANY DISCREPANCIES OCCUR. R. C7 z w Q C� z� Ld W z� CD Q z `rT CIVIC \P w �TF OF CAI\E STANDARD SPECIFICATIONS J (1) STANDARD SPECIFICATIONS FOR PUBLIC WORKS < I- CONSTRUCTION INCLUDING THE REGIONAL c SUPPLEMENTAL AMENDMENTS. RANCHO COASTAL (2) CALIFORNIA DEPARTMENT TRANSPORTATION "MANUAL U OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" O ENGINEERING &SURVEYING (3) STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS z SINGLE SOURCE DEVELOPMENT CONSULTANT Q Q 310 VIA VERA CRUZ, #205 STANDARD DRAWINGS SAN MARCOS, CA. 92078 (1) SAN DIEGO REGIONAL STANDARD DRAWINGS LLJ (760) 510 -3152 Ph / (760) 510 -3153 Fax (2) STATE OF CALIFORNIA, DEPARTMENT OF Q DESCRIPTION WORK TO BE DONE DATE 0 � DRIVEWAY ENTRANCE ELEV. 140.5 DESIGNEW : BY: 1; "t"oEU BY: O2 P.C.C. DRIVEWAY 16' WIDTH, SEE DETAIL THIS L SHEET DESCRIPTION: WELL MONUMENT POINT ID N0.1029 DESIGNATED AS ENC -29 LOCATION: IN CENTERLINE OF ENCINITAS BLVD, 300' EAST OF INTERSECTION O3 6" SQ. AREA DRAIN. INT. O4 4" PVC /ABS DRAIN PIPE ® 1.0% (MIN.) RECOMMENDED: APPROVE : / Caw - JES WENS /C�� L'8 tollb / Zp( $ nATF ' F1ATF O5 2'x2' TYPE 1, NO. 2 BACKING 1.1' THICKNESS PUBLIC WORKS DEPRESSED RIP -RAP DISSIPATOR PER MODIFIED - WITH S WITH WILLOW SPRINGS DR. AT BEGINNING OF LEFT TURN POCKET D -40. OBIO FILTRATION BASIN PER DETAIL THIS SHEET DO L E. GAN DATE - - _- _ DATE PLANNING FS =142, AREA= 376 S.F. - OBIO RETENTION BASIN DRAIN CATCH BASIN RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 218.10' DATUM: NAVD88 TG= 142.8, IE= 138.75 O 6" PERFORATED PVC PIPE AT INVERT 138.75 O 12" WIDE TRENCH DRAIN W/ TRAFFIC RATED LID. 10 RETAINING WALL PER SDRSD C -02 O \ 11 O 12" WIDE DRAINAGE CHANNEL AT TOP OF WALL PER DETAIL THIS SHEET 12 NON RETAINING SITE WALL PER ARCHITECTURAL w PLANS 0 18" WIDE HEADWALL PER MODIFIED SDRSD D -30 o � I. 14 OMMITTED N _ EX. SHED TO BE REMOVED 16 RETAINING WALL PER SDRSD C -03 17 RETAINING WALL PER SDRSD C -01 Z 10 5 0 10 20 SCALE IN FEET SCALE: 1" = 10' QROFESS /ON h��4� JG�pS E. 40, z C 39726 S w w STORMWATER BMWs: • STORMWATER POLLUTION CONTROL BMP's TO BE PRIVATELY MAINTAINED AND NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY RETAINING WALL NOTE • TW = ELEVATION ® TOP OF WALL • ATW = ARCHITECTURAL TOP OF WALL • BW = FINISH GRADE ® BOTTOM OF WALL (NOT TOP OF FOOTING) • TF- TOP OF FOOTING 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. 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. EXISTING UTILITIES NOTE • CONTRACTOR TO VERIFY EXISTING UNDERGROUND UTILITY LOCATIONS, DEPTH, AND CONDITION AND NOTIFY ENGINEER IF ANY DISCREPANCIES OCCUR. R. C7 z w Q C� z� Ld W z� CD Q z `rT CIVIC \P w �TF OF CAI\E STANDARD SPECIFICATIONS J (1) STANDARD SPECIFICATIONS FOR PUBLIC WORKS < I- CONSTRUCTION INCLUDING THE REGIONAL c SUPPLEMENTAL AMENDMENTS. RANCHO COASTAL (2) CALIFORNIA DEPARTMENT TRANSPORTATION "MANUAL U OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" O ENGINEERING &SURVEYING (3) STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS z SINGLE SOURCE DEVELOPMENT CONSULTANT Q Q 310 VIA VERA CRUZ, #205 STANDARD DRAWINGS SAN MARCOS, CA. 92078 (1) SAN DIEGO REGIONAL STANDARD DRAWINGS LLJ (760) 510 -3152 Ph / (760) 510 -3153 Fax (2) STATE OF CALIFORNIA, DEPARTMENT OF Q DESCRIPTION APPROVED DATE BENCHMARK S -BUILT APPROVALS DESIGNEW : BY: 1; "t"oEU BY: ENGINEERING DIVISION APPROVALS RMWN L DESCRIPTION: WELL MONUMENT POINT ID N0.1029 DESIGNATED AS ENC -29 LOCATION: IN CENTERLINE OF ENCINITAS BLVD, 300' EAST OF INTERSECTION �` 0�W INT. DATE PL PREP b UNDER SUPERVISION) ; DATE: �� / . R.C.E. N0. 39726 ENGIN EER DOUGLAS E. LOGAN EXP. 12 -31 -19 RECOMMENDED: APPROVE : / Caw - JES WENS /C�� L'8 tollb / Zp( $ nATF ' F1ATF PUBLIC WORKS /VA - WITH S WITH WILLOW SPRINGS DR. AT BEGINNING OF LEFT TURN POCKET THE CITY ENCINITAS. CA. DO L E. GAN DATE - - _- _ DATE PLANNING A/A - RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 218.10' DATUM: NAVD88 REVIEWER Artf INICPFC.TOR TRANSPORTATION STANDARD PLANS z � CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO. d GRADING & DRAINAGE PLAN FOR: Lij z 139 AVENIDA ESPERANZA AVE. ENCINITAS, CA 92024 13824 -G � Z APN: 259 - 231 -70 z SHEET 2 OF 4 w R: \Projects \7662 - FROST \7662- GPO2.awg 9/14/2018 2:38 PM ATERPOLLUTION CONTROL BMP NOTES RELATIYE TO CONSTRUCTION ACTIVI 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. MA'U:l iWY_[el:■111 [i]:iBIR.'lidi ► H : • :1 k 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. NOTE: LOWER BAG ROW TO BE BURIED 6" UNDER GRADE. GRAVEL BAG CHECK DAM NOT TO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FI L i i EXISTING GROUND IN (10 CM) 3. BACKFILL AND COMPACT THE EXCAVATED SOIL. 20'MIN. PUBLIC RIGHT -OF -WAY PROFILE 1 -1/2" PUBLIC CRUSHED RIGHT-OF-WAY ROCK ELM PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT -OF -WAY SILT FENCE DETAIL NOT TO SCALE APPLICABLE STANDARD PROJECT REQUIREMENTS BMPS SYMBOL D DESCRIPTION SC -1, P PREVENTION OF ILLICIT DISCHARGES INTO M MS4 SC -3, P PROTECT OUTDOOR MATERIALS STORAGE A AREAS SC -4, P PROTECT MATERIALS IN OUTDOOR WORK A AREAS SC -5, P PROTECT TRASH STORAGE AREAS SC -6, S STORM DRAIN INLET PROTECTION SD -1, M MAINTAIN NATURAL DRAINAGE /HYDRO FEATURES SD -2, C CONSERVE NATURAL AREAS, SOILS, AND V VEGETATION SD -3, M MINIMIZE IMPERVIOUS AREA SD -4, M MINIMIZE SOIL COMPACTION SD -5, I IMPERVIOUS AREA DISPERSION SD -7, L LANDSCAPING OF NATIVE /DROUGHT TOLERANT 99,OFESS /ON9< ��F.oJG�p,S E. C00 Fc &CCJ11721I OF CAl \E LEGEND PROPERTY BOUNDARY SILT FENCE CONSTRUCTION ENTRANCE GRAVEL BAGS 10 5 0 10 20 SCALE IN FEET SCALE: 1" = 10' 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 N0. DESCRIPTION APPROVED DATE BENCHMARK AS —BUILT APPROVALS �t'p �� n BMw d,: "t�DEL �r: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DWjN0. DESCRIPTION: WELL MONUMENT POINT ID NO.1029 DESIGNATED AS ENC -29 / INT. DATE P S PREP ED UNDER SUPERVISION F/ RECOM ENDED: APP OVED: EROSION CONTROL PLAN FOR: LOCATION: IN CENTERLINE OF ENCINITAS BLVD. 300' EAST OF INTERSECTION PUBLIC WORKS A/A - 'et -140 13 8 WITH WILLOW SPRINGS DR. AT BEGINNING OF LEFT TURN POCKET DATE: 139 AVENIDA ESPERANZA AVE. ENCINITAS, CA 92024 JESSE OWENS IN THE CITY OF ENCINITAS. CA. DO 0 N DATE PLANNING — N0. 39726 ��Cr'f'I APN• 259 - 231 -70 RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK d�3 ` N REVIEWER ENGINEER Lp II A $ �O� �S l LOIa ELEVATION: 218.10' DATUM: NAVD88 DATE INSPECTOR h t3 t DOUGLAS E. LOGAN EXP. 12 -31 -19 DATE ' DATE SHEET R: \Projects \7662 - FROST \7662- GP03.dwg 9/14/2018 2:37 PM Z P CD Z W � C (n � C7 W z� W W � z� CD q z W J Q cn O U O Z Q w Q F^ cn � o' W W z W P_ OLIVEHAIN MUNICIPAL WATER DISTRICT NOTES:- 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION, THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800 - 227 - 2600) 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES_ 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL -PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. 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 DESIGNED BY: AWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CHAN E N0. DESCRI ION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DE` BMW DEL CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. N0. i l • }• DESCRIPTION: WELL MONUMENT POINT ID NO.1O29 DESIGNATED AS ENC -29 /{..{[ �% /l INT. DATE PLANS PREP D UNDER SUPERVISION OF RECOMMENDED: AP VE ` GRADING & DRAINAGE PLAN FOR: LOCATION: IN CENTERLINE OF ENCINITAS BLVD. 300' EAST OF INTERSECTION I �` `� ✓V PUBLIC WORKS N,. ��7��9 /� 139 AVENIDA ESPERANZA AVE. ENCINITAS, CA 92024 1 3824 —G WITH WILLOW SPRINGS DR. AT BEGINNING OF LEFT TURN POCKET DATE: 44,E �� IN THE CITY OF ENCINITAS, CA. D UG S � I DATE PLANNING NA - - 39726 JESSE WENS C.(il R.C.E. NO. APN:259-231-70 RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK REVIEWER /� ENGINEER a A big tobr f ZVI 18 ELEVATION: 218.10' DATUM: NAVD88 -. .. - DATE INICPFCTf1R ! DOUGLAS E. LOGAN EXP. 12 -31 -19 HATE HAT SHFFT 4 nF 4 R:\Projects\7662 — FR0ST\7662— GP04.dwg 9/14/2018 2: 31 PM Ir1 M. 3w CD Z_ W af 7; =) O U cn Q C7 W Z O w � W : Z O CD G:) z W J Q Q H- W Ln Q � O� O N LO uN-) zl Q O LO C? Q CO Z � (� Q W w W Z � w Q