2016-12855 SG (Plans)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL OWNER /PERMITTEE PREPARED BY
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ARON CARMAN AT BMP NOTES RELATIVE TO CONSTRUCTION ARON AND JULIE CARMAN COASTAL LAND SOLUTIONS, INC. SUNRICH LANE
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC (760) 583 -9924, 24 HOURS A DAY. ACTIVITIES 1194 TUSCANY COURT 577 SECOND STREET
RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP CONCRETE WASHOUT: ENCINITAS, CA 92024 ENCINITAS, CA 92024
WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 760 - 230 -6025
THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE SPaarA oPZVE �r►*��
ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO SITE ADDRESS DATE OF SURVEY. NOVEMBER 6, 2015. ►711ri
DRAINAGE NOTE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY THE ASH STORMWATER CONVEYANCE ,CCTSYSTEMU OR ANY RECEIVING WATER. KE INTO 1194 TUSCANY COURT >
EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. ENCINITAS, CA 92024' 9
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT DoLRHIN APN 254 - 740 -16
PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE # �P z
CONSTRUCTION SITE ACCESS: P � CIRCLE �G
A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVAL OF THE ENGINEERING INSPECTOR. 54 a s
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES �
APPROVED DRAINAGE FACILITY. a 92 x
EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL < z
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO LEGAL DESCRIPTION z z
WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH INCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROCK AND /OR CORRUGATED ¢ SANDY
UTILITY NOTE RUN -OFF PRODUCING RAINFALL. STEEL PANELS /PLATES. LOT 6 OF CITY OF ENCINITAS TRACT NO. 06 -112 couRr o
"SEASIDE RIDGE "IN THE CITY OF ENCINITAS, �P
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES ACONSTRUCTION
SPECIF C IOAREAE AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, OP�P�O
AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE ACCORDING TO THE OFFICIAL MAP THEREOF NO BLOSSOM ROAD
.
GENERAL NOTES OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. 15860 FILED IN THE OFFICE OF THE SAN DIEGO
COUNTY RECORDER ON FEBRUARY 29, 2012.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY EROSION CONTROL: EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE NORMANDY ROAD
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE OR ARE POTENTIALLY UNSAFE. BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, 0 WNERS CERTIFICATE
SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PLAN SHALL BE INCORPORATED HEREON.
PRIOR TO ANY REQUEST FOR INSPECTION. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. BRITTANY AVENUE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
2. INTENTIONALLY OMITTED 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE VICINITY MAP
EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL Cj (�
AFTER EACH RAINFALL. SIGNATURE: Z�_____ NOT TO SCALE
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS Z54N- ----------- - - - - -- DATE: __ _
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN UNNECESSARILY; THEY HELP DECREASE EROSION.
PUBLIC RIGHT OF WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION LEGEND
41THWRIIMPROVEMENT
PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. CONSTRUCTION BMP /IMP NOTES BE POST BE NOT PREV
ENTED TBY PANTNGDFA�T FAST-GROWING ANNUAL AND PURPOSES.
PERENN A GRASSES J LIE CARMAN ._____ DATEe-! _ -- S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
SIGNATUR . __ ___
d._
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO TO SHIELD AND BIND THE SOIL. PROPERTY BOUNDARY
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND EXISTING EASEMENT
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS GRADING ACTIVITIES ARE COMPLETE.
EXISTING PRIOR TO GRADING. AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET PROPOSED CONTOURS 255
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND EXISTING CONTOURS
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL ON -SITE CONSTRUCTION MATERIAL STORAGE
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT EXISTING EDGE OF PAVEMENT - -�-
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 3 SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR . ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH FACILITIES AND TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUND SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR CENTERLINE -
STANDARDS, LAWS AND REGULATIONS. PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, EXISTING WATER MAIN Yd- -b+ - --
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2� MILE OF AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDDUC ED BETWEEN 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN EXISTING SEWER MAIN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
CITY RECOGNIZED HOLIDAYS. IMP /BMP. STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT EXISTING FENCE -X X-
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION BARRIER AROUND THE PERIMETER AT ALL TIMES. . DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA EXISTING RETAINING WALL -:- -- - -
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT TRAINING:
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF PROPOSED PATIO BENCH WALL -
AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES PROPOSED CMU RETAINING WALL C -1
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED ALTERED WITHOUT A PERMIT FROM THE CITY. SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS PROPOSED FENCE -X -X-
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT LIMITS OF GRADING W W
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE BE OBTAINED. WASTE MANAGEMENT:
HAULING OPERATION. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL BUILDING FOOTPRINT
WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO STATEMENT OF ENGINEER OF WORK DRAINAGE DIRECTION
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
AN AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER FLOWLINE SWALE
UNDER PERMIT 12855 -SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PROPOSED CONCRETE CU
OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS CURB GUTTER
SIG GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS AND SIDEWALK
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH 6" PVC PIPE & 12" AREA DRAIN
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC ANY TRASH MATERIAL. FOR THE PLANS PREPARED BY THE ENGINEER R NOT A DETERMINATION S THE CITY ,
ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUITY FOR THE PLANS PROPOSED HARDSCAPED AREA
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, PROPOSED SDRAD D -40 DISSIPATOR OR EQUAL
OBSERVATIONS SNOPIN OPINION, ALL HIM OR
AND UNDER
XDCAVATIONS ARE SUPERVISION SAN DIEG UITO WATER DISTRICT NOTES INFORMATION ONE DISPOSAL OF HAZARDOUS DOUSE MATER AL, CALL WASTE. FOR ERRORS, I HIINHOERCOUIRSEOAND SCOPE ENGINEER
SUCH AGEENCIY ANDREMPLOYMENT AND EMPLOYEES
AARISING OUT ACTING
OF
ACCEPTABLE FOR THEIR INTENDED USE. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS THE WORK PERFORMED BY THE ENGINEER. HATCHED AREA REPRESENTS LANDSCAPED
TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES STANDARDS
AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. + + +
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TREATEMENT AREA FOR BEST MANAGEMENT + +
TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE COMMITTEE (WASC). POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND PRACTICE TO BE CONSTRUCTED TO + + +
SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING RECYCLING RECEPTACLES AROUND THE SITE. SPECIFICATIONS OF BIORETENTION PLANTER
PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL 2• REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE BY: AREA DETAIL ON THIS SHEET. AREA NOT TO
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED STEVEN R. JONES D E BE MODIFIED WITHOUT PERMIT FROM THE CITY.
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
BEEN INSTALLED. LIMITS OF THIS PROJECT. CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN
INLETS ON PERVIOUS SURFACES ■ FOUND LEAD AND DISK MARKED "LS 8553" IN
.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE TOP OF CURB AT 0.25' OFFSET ON LOT LINE
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, RCE 65124 PROLONGATION PER MAP NO, 15860. PROTECT
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP IN PLACE.
REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE EARTHWORK DATA • FOUND 112" REBAR AND CAP MARKED "LS 8553"
FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. PER MAP NO. 15860. PROTECT IN PLACE.
TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES
SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY STEEPEST EXISTING SLOPE ON -SITE = 2H 1V
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, OF ENCINITAS AT (760) 633 -2770. MAXIMUM VERTICAL DEPTH OF CUT = 3.3'
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE ETC. WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MAXIMUM VERTICAL DEPTH OF FILL = 1.5'
WITH SPECIFICATIONS. MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF NOTIFICATIONS
FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT CUT = 60 C.Y. FILL = 20 C.Y.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO STANDARDS AT THE OWNER'S EXPENSE. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF EXPORT = 40 C.Y.
PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO REMEDIAL = 0 C.Y.
OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT SERVICES. CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO QUANTITIES SHOWN DO NOT REFLECT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK ANY SHRINKAGE AND SWELL FACTORS
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND AND SAN DIEGO GAS AND ELECTRIC VAULTS. OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE SHEET INDEX
GRADING ORDINANCE. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. COMMENCEMENT OF WORK: SHEET NO.1 TITLE SHEET 11)
16. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL B SAS ELECTRIC SDGE ERSADI WASTEWATER DISTRICT _ (760) 753 -0155 SHEET NO. 2 GRADING AND DRAINAGE PLAN QFD�N R •
B.
BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS ) SHEET NO. 3 EROSION CONTROL PLAN
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 LCV �N z
A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL D. TELEPHONE - SBC BELL I (760)- 489 -3411
E. CABLE TV -COX COMMUNICATIONS- (760)- 806 -9809 X -2233 ND. 65124 m
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS MATERIALS TO BE NO -LEAD BRASS PARTS. j''� w m
ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH � I COASTAL LAND SOLUTIONS, INC. u Exp. 09/30/17 a BMP PROJECT STATUS
MATERIAL. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFi�, AND SERVICES SHALL BE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR
PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. �'S 577 SECOND STREET
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH L ENCINITAS, CA 92024 3'T CIvl\_
THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED 3. THE CONTRACTOR SHALL GIVE HOURS NOTICE ON CALLS FOR INSPECTION. PH (760) 230 -6025 qTF FOP STANDARD
WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY PHONE: (760)633 -2770. ALL WORK K PERFORMED WITHOUT BENEFIT OF INSPECTION FAX (760) 230 -6026 OF CAiZ
EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IMPERVIO US AREA WILL BE SUBJECT TO REJECTION AND REMOVAL.
IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED
OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3,770 SF AS- BUILTS PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA IMPERVIOUS AREA AFTER CONSTRUCTION: 7,340 SF ��
(THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE INCREASED IMPERVIOUS AREA: 3,570 SF
TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT IMPERVIOUS AREA REPLACED: 50 SF
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 TEVEN R. JO DATE p (( �So "� -\ 1��- -��j� ll,G i � �` 8_/0_/6 _ Y_[
THE TREE REMOVAL. R.C.E. 65124 - �y -
EXP. 9 -30 -1 S DATE SIG DATE SI N AT IGN DATE IGN 4DTE
40 SIGNATURE EXPIRES 2 YEARS AFTER DATE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE LEUCADIA WASTEWATER DISTRICT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
�VZLS- sA►�_pfc_ -Z` C`M �2/ -/$ CITY OF ENCINITAS BENCHMARK ENC -24 2 -1/2" PUBLIC SEWER SYSTEM APPROVAL GRADING PLAN FOR:
CITY Of ENCINITAS BRASS DISC MARKED PLANS P AR UNDER THE SUPERVISION OF RECOMMEN EDS0 APPR VE
�? " PP V BY: LWD DISTRICT ENGINEER
134WWCS1" LOCATED IN THE SIDEWALK AT " _ 1 D• / CARMAN ACCESSORY UNIT
THE SOUTHEAST CORNER OF THE INTERSECTION HORIZONTAL: 1 - �/ �/ /p 12855-SG
OF LEUCADIA AVENUE AND ORPHEUS AVENUE%!4_ DATE: $ / %_ /b „-.- - 1J/- ^11^�'1 - - - -- -- -. -- _ - -- - -- -
- ±37 FEET EASTERLY of THE TRAFFIC SIGNAL VERTICAL: 1" = 10' S EPHEN DE N PE RCE DATE _ _ !!! M SA IH MAHER GLENN P UI II94 TUSCANY COURT
PER R.O.S. 18416. STEVEN ONES -- R.C.E. N0. 65124
a.�l R - _44$ I11p- -_ -_ 916 ENCINITAS, CA 92024
- -- - - - - - - -- ELEVATION = 178.543' - - - EXP. 9 -30 -17 DATE DAT
DATUM = NAVD88 DUDEK EXP. DATE - PLANNING CASE NO: N/A A.P.N. #254- 740 -16 SHEET 1 OF 3
\ \Cls \c \CLS SHARED FILES \CLS Job Files \CLS1341 Carman (Tuscany) \CLS_1341 CARMAN (TUSCANY) GP 7 -28 -16 v9.pr4..
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ENCUMBRANCES:
EXISTING ENCUMBRANCES LISTED BELOW ARE PER A PRELIMINARY TITLE REPORT
PREPARED BY FIRST AMERICAN TITLE COMPANY DATED NOVEMBER 10, 2014,
ORDER NO. DTR- 4751539.
®EXISTING LEUCADIA WASTEWATER DISTRICT EASEMENT RECORDED
SEPTEMBER 27, 2011 AS INSTRUMENT NO. 2011 - 0501735 OF OFFICIAL
RECORDS.
THE TERMS AND CONDITIONS IN THE DOCUMENT ENTITLED LEIN
COVENANT REGARDING REAL PROPERTY RECORDED ON NOVEMBER
15, 2011 AS INSTRUMENT NO. 2011 - 0610091 OF OFFICIAL RECORDS.
Fj THE TERMS COVENANTS AND RESTRICTIONS REGARDING AFFORDABLE
HOUSEING CONTAINED IN A DOCUMENT RECORDED ON NOVEMBER 22,
2011 AS INSTRUMENT NO. 2011-0626856 OF OFFICIAL RECORDS.
..� EXISTING COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED ON
NOVEMBER 22, 2011 AS INSTRUMENT NO. 2011-0626857 OF OFFICIAL
RECORDS.
8 THE TERMS AND CONDITIONS IN THE DOCUMENT ENTITLED LEIN
COVENANT REGARDING REAL PROPERTY RECORDED ON NOVEMBER
22, 2011 AS INSTRUMENT NO. 2011 - 0626859 OF OFFICIAL RECORDS.
a THE TERMS AND CONDITIONS IN THE DOCUMENT ENTITLED LEIN
COVENANT REGARDING REAL PROPERTY RECORDED ON NOVEMBER
22, 2011 AS INSTRUMENT NO. 2011 - 0626861 OF OFFICIAL RECORDS.
OTHE TERMS AND CONDITIONS IN THE DOCUMENT ENTITLED PRIVATE ROAD
AND DRAINAGE FACILITIES MAINTENANCE AGREEMENT RECORDED ON
NOVEMBER 30, 2011 AS INSTRUMENT NO. 2011-0640466 OF OFFICIAL
RECORDS.
THE TERMS AND CONDITIONS IN THE DOCUMENT ENTITLED ENCROACHMENT
MAINTENANCE AND REMOVAL COVENANT, ENCROACHMENT PERMIT NO.
10598 -PE RECORDED ON NOVEMBER 30, 2011 AS INSTRUMENT NO.
2011-0640467 OF OFFICIAL RECORDS.
THE TERMS AND CONDITIONS IN THE DOCUMENT ENTITLED COVENANT
12 REGARDING REAL PROPERTY RECORDED ON NOVEMBER 30, 2011 AS
INSTRUMENT NO. 2011 - 0640468 OF OFFICIAL RECORDS.
13 THE TERMS AND CONDITIONS IN THE DOCUMENT ENTITLED COVENANT
REGARDING REAL PROPERTY RECORDED ON NOVEMBER 30, 2011 AS
INSTRUMENT NO. 2 01 1 - 06 4046 9 OF OFFICIAL RECORDS.
14 THE TERMS AND CONDITIONS IN THE DOCUMENT ENTITLED COVENANT
REGARDING REAL PROPERTY RECORDED ON NOVEMBER 30, 2011 AS
INSTRUMENT NO. 2 01 1 - 06 40470 OF OFFICIAL RECORDS.
1� THE TERMS AND CONDITIONS IN THE DOCUMENT ENTITLED COVENANT
REGARDING REAL PROPERTY RECORDED ON NOVEMBER 30, 2011 AS
INSTRUMENT NO. 2011-0640471 OF OFFICIAL RECORDS.
16 THE TERMS AND CONDITIONS IN THE DOCUMENT ENTITLED COVENANT
REGARDING REAL PROPERTY RECORDED ON NOVEMBER 30, 2011 AS
INSTRUMENT NO. 2011-0640472 OF OFFICIAL RECORDS.
1-r EXISTING EASEMENTS FOR WATER, STORMWATER AND SEWER, DEDICATED
ON MAP NO. 15860 RECORDED ON FEBRUARY 12, 2012 AS INSTRUMENT NO.
2012- 0117052 OF OFFICIAL RECORDS SUBJECT TO CITY COUNCIL RESOLUTION
NO. 2009 -58, 2009 -54, AND 2009 -55 AND GRANTED ON CITY OF ENCINITAS
TENTATIVE PARCEL MAP NO. 94 -199, AND MAP NO 13226, RECORDED ON
AUGUST 9, 1995 OF OFFICIAL RECORDS.
IS EXISTING EASEMENTS FOR WATER, SEWER, PEDESTRIAN AND UTILITIES
PER MAP NO. 15860 RECORDED ON FEBRUARY 12, 2012 AS INSTRUMENT
NO. 2012-0117052 OF OFFICIAL RECORDS.
1� EXISTING COVENANTS, CONDITIONS, AND RESTRICTIONS RECORDED ON APRIL
27, 2012 AS INSTRUMENT NO. 2012 - 0247032, A DECLARATION OF ANNEXATION
RECORDED FEBRUARY 11, 2013 AS INSTRUMENT NO. 2013 - 0090824, AND A
DECLARATION OF MODIFICATIONS RECORDED SEPTEMBER 24, 2013 AS
INSTRUMENT NO. 2013-0581764, ALL OF OFFICIAL RECORDS
THE TERMS AND CONDITIONS IN THE DOCUMENT ENTITLED COVENANT
21 REGARDING REAL PROPERTY RECORDED ON FEBRUARY 5, 2013 AS
INSTRUMENT NO. 2013-0079372 OF OFFICIAL RECORDS.
COASTAL LAND SOLUTIONS, INC.
L3577 SECOND STREET
ENCINITAS, CA 92024
i� PH (760) 230 -6025
l� FAX (760) 230 -6026
GRAPHIC SCALE
GRADING
AND DRAINAGE PLAN
DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
CONSTRUCT ROCK ENERGY
DISSIPATOR PER D -40
OR EQUAL
1b" MIN. ENGINEERED SOIL*—
2"- 3/8" GRAVEL
12" - 3/4" CRUSHED ROCK **
'CW.194% -544
LONG X 1 ' WIDE (150 sf)
3" HARDWOOD MULCH
X
P4z 199.00
EXISTING BASIN
FS= 196.80
—4" PVC CONNECT
TO EXISTING
EXISTING 4" PVC
%.. 4" MAYO iAYAD ftfg 0 URLX d `
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 -609 SAND,
20 -309 COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL
**3/4" CRUSHED ROCK LAYER SHALL BE MINIMUM OF 12" BUT MAY BE DEEPENED TO
INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN.
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASE ON
ENCINITAS STORMWATER MANUAL CALULATIONS. TYPICALLY, THE SURFACE AREA OF THE
BIORETENTION BASIN IS 49 OF THE FACTORED IMPERVIOUS AREA DRAINING TO IT.
PROPOSED FACTORED IMPERVIOUS SURFACE= 3570 sf
REQUIRED BIORETENTION AREA = 3570 sf x 49 =143 sf
PROPOSED AREA = 150
*NO LINER ALLOWED
BIORETENTION BASIN
NOT TO SCALE
ix \\\
1
I
1
I
ESSI
H "
CD
u) No. 65124
m Exp. 09/30/17
CIVIC.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
- _Qv_�LT __ 2'� �___ _��/'�1_ Z Z CITY OF ENCINITAS BENCHMARK ENC -24 2 -1/2" PLANS P PAR UNDER THE SUPERVISION OF RECOMMENDED APP OVE GRADING PLAN FOR:
-- CITY OF ENCINITAS BRASS DISC MARKED CARMAN ACCESSORY UNIT D C�/�
_ "134WWCS1" LOCATED IN THE SIDEWALK AT HORIZONTAL: 1" = 10' �l� ,. -` 12855 —,. G
-- - - - - - -- - - " "- - THE SOUTHEAST CORNER OF THE INTERSECTION DATE: - 9/ 3 /6_ __/_x'__/1/1
- -- -- - - 1194 TUSCANY COURT
of LEUCnDIA AVENUE AND oRPHEUS AVENUE _ 10' - - -- -- - - -- - - -- R.C.E. N0. MASIH MAHER GLENN PRUIM r �c
- -" - -- " - "- _ _ -- — - t37 FEET EASTERLY OF THE TRAFFIC SIGNAL VERTICAL: 1 _65124_..,__ ENCINITAS, CA 92024
PER R.O.S. 18416. STEVEN JONES c?-m4 1 & _ __ ,
ELEVATION = nas43' EXP. 9 -30 -17 DATE DATE PLANNING CASE NO: N/A A.P.N. #254- 740 -16 SHEET 27F 3
DATUM = NAVD88
9
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DELTA
RADIUS
LENGTH
C1
1 51 °48'40"
1 36.50'
33.01'
DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
CONSTRUCT ROCK ENERGY
DISSIPATOR PER D -40
OR EQUAL
1b" MIN. ENGINEERED SOIL*—
2"- 3/8" GRAVEL
12" - 3/4" CRUSHED ROCK **
'CW.194% -544
LONG X 1 ' WIDE (150 sf)
3" HARDWOOD MULCH
X
P4z 199.00
EXISTING BASIN
FS= 196.80
—4" PVC CONNECT
TO EXISTING
EXISTING 4" PVC
%.. 4" MAYO iAYAD ftfg 0 URLX d `
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 -609 SAND,
20 -309 COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL
**3/4" CRUSHED ROCK LAYER SHALL BE MINIMUM OF 12" BUT MAY BE DEEPENED TO
INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN.
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASE ON
ENCINITAS STORMWATER MANUAL CALULATIONS. TYPICALLY, THE SURFACE AREA OF THE
BIORETENTION BASIN IS 49 OF THE FACTORED IMPERVIOUS AREA DRAINING TO IT.
PROPOSED FACTORED IMPERVIOUS SURFACE= 3570 sf
REQUIRED BIORETENTION AREA = 3570 sf x 49 =143 sf
PROPOSED AREA = 150
*NO LINER ALLOWED
BIORETENTION BASIN
NOT TO SCALE
ix \\\
1
I
1
I
ESSI
H "
CD
u) No. 65124
m Exp. 09/30/17
CIVIC.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
- _Qv_�LT __ 2'� �___ _��/'�1_ Z Z CITY OF ENCINITAS BENCHMARK ENC -24 2 -1/2" PLANS P PAR UNDER THE SUPERVISION OF RECOMMENDED APP OVE GRADING PLAN FOR:
-- CITY OF ENCINITAS BRASS DISC MARKED CARMAN ACCESSORY UNIT D C�/�
_ "134WWCS1" LOCATED IN THE SIDEWALK AT HORIZONTAL: 1" = 10' �l� ,. -` 12855 —,. G
-- - - - - - -- - - " "- - THE SOUTHEAST CORNER OF THE INTERSECTION DATE: - 9/ 3 /6_ __/_x'__/1/1
- -- -- - - 1194 TUSCANY COURT
of LEUCnDIA AVENUE AND oRPHEUS AVENUE _ 10' - - -- -- - - -- - - -- R.C.E. N0. MASIH MAHER GLENN PRUIM r �c
- -" - -- " - "- _ _ -- — - t37 FEET EASTERLY OF THE TRAFFIC SIGNAL VERTICAL: 1 _65124_..,__ ENCINITAS, CA 92024
PER R.O.S. 18416. STEVEN JONES c?-m4 1 & _ __ ,
ELEVATION = nas43' EXP. 9 -30 -17 DATE DATE PLANNING CASE NO: N/A A.P.N. #254- 740 -16 SHEET 27F 3
DATUM = NAVD88
9
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GRAPHIC SCALE 1 " =10'
0 10 20 30
EROSION CONTROL PLAN
1. SET POSTS AND EXCAVATE A
4BY4IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
/ /x \ \ \ \' \ \ 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
\ \ \ \ \ THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH. EXCAVATED SOIL.
non
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PROTECTION m I ..........................:.........
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SILT FENCE
SEE DETAIL
SILT FENCE
GRAVEL BAG SEE DETAIL \ \\ \ \ \\ \\ \ \ \
INLET PROTECTION \ \ \ \ \ \ RUNOFF TWO LAYERS OF GRAVEL BAGS
\ \\ \ \ \ \\ \ WITH ENDS OVERLAPPED
(TYPICAL) \
GAP BETWEEN BAGS
\ \ \\ \\ ACTS AS SPILLWAY
CDO l o D \ \ \ \ \ \ DETAIL GRAVEL BAGS
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GRAVEL BAG CHECK
i EXISTING /0 DAM SEE DETAIL
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DRIVEWAY 10
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GRAVEL BAG
Fj COASTAL LAND SOLUTIONS, INC.
CL 'S 577 SECOND STREET
ENCINITAS, CA 92024
PH (760) 230 -6025
FAX (760) 230 -6026
CHANGE N0. I DESCRIPTION APPROVED DATE
INLET PROTECTION \\ \
CITY OF ENCINITAS BENCHMARK ENC -24 2 -1/2"
CITY OF ENCINITAS BRASS DISC MARKED
134WWCS1" LOCATED IN THE SIDEWALK AT
THE SOUTHEAST CORNER OF THE INTERSECTION
OF LEUCADIA AVENUE AND ORPHEUS AVENUE
137 FEET EASTERLY OF THE TRAFFIC SIGNAL
PER R.O.S. 18416.
ELEVATION = 17R.543'
SCALE
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 10'
SPECIAL
APPROVAL
PLANS P THE SUPERVISION OF RECOMMENDED
// DATE: f3 V _ __ /I/(. _N_ � �_ _
�C R.C.E. NO. 65124 MASIIH MAHER
1A STEVEN JONES EXP 9_ -30 -17 DAaTEalfb
DIVISION APPROVALS
APPRfJVEj 62
GLENN PRSJIM
� 1L
DATE
LEGEND
SAND /GRAVEL BAGS (2 HIGH) 00000000
SILT FENCE X X-
HYDROSEED SLOPE PROTECTION (700 SF)
HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE
GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN
THEY ARE:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE
IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT
CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY
ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE
SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE
HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
1. 20 LBS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 1/2 LB PER ACRE OF DIMORPHOLECA
7. ITEMS C, D,E AND F OF THIS SUBSECTION MAY BE
OMITTED ON LOCATIONS WHERE THE AREA BEING
HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
STREET OR RESIDENTIAL STRUCTURES.
8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED
WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY
EITHER BY DRILLING OR BROADCASTING BEFORE
HYDROSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE
JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA
DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG
ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO
THE HYDROSEED SLURRY AT THE DISCRETION OF THE
CONTRACTOR.
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN
2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE
SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED
FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO
LESS THAN 50% OF THE STRAW INTO THE SOIL.
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE
SULFATE, 16 -20 -0, WHITH 15% SULFUR APPLIED AT THE RATE
OF 500 LBS PER ACRE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO
HYDROSEEDING BY:
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
COMBINATION OF:
1. TRACK WALKING SLOPES STEEPER THAN 6:1.
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1
ABOVE.
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR
PLANTING BY:
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE
A DAMP BUT NOT SATURATED SEED BED.
2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT,
LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE
CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A
VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY
LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED
AND ALL SECURITY RELEASED.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
ARON CARMAN AT (760) 583 -9924.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES 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
UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
a
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
CARMAN ACCESSORY UNIT
1194 TUSCANY COURT
ENCINITAS, CA 92024
PLANNING CASE NO: N/A
DRAWING NO.
N
12855 -SG -<
0
A.P.N. #254-740-161 SHEET 3 OF 3
WHICH MAY ARISE.
U
6.
THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
7.
ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
F�j
GRADING PLAN SHALL BE INCORPORATED HEREON.
F-1
O
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
O
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
0
10.
SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
OF CALIFORNIA DEPARTMENT OF CONSERVATION.
1
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
CARMAN ACCESSORY UNIT
1194 TUSCANY COURT
ENCINITAS, CA 92024
PLANNING CASE NO: N/A
DRAWING NO.
N
12855 -SG -<
0
A.P.N. #254-740-161 SHEET 3 OF 3