2017-13364 SG (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 UTIL171ES 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 CE07ECHICAL INVESTIGATION UPDATE, PROPOSED SINGLE - FAMILY RESIDENCE, 348 ARROYO
DRIVE, ENCINITAS, CALIFORNIA" PREPARED BY COAST GEOTECHNICAL DATED JUNE 6TH, 2017, 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. S66 ALSe •GRADIM601CAN Woew4 I)ATim JULY 1a7zoA7.
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 OFF SiTE 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 (i12) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE
CONDUCTED F.L7WEEN 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 PERMBTEE THE PRE - CONSTRUCTION
MEETING SHALL BE SCHEDULED 1t' H THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
iv. PRIOR TO HAULING DIRT OR CONSTRUC""ON MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER
SHALL SUBMIT TO AND RECEIVr_ APPROVAL FRC,'1 THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY
WITH ALL CONDITIONS AND REQUIREMENTS THE CRY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. �ruN 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. 13364 -SG HAS
BEEN PERFORMED IN SUBSTAN71AL 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 EXCAVATON PLACEMENT AND COMPACTION OF FILLS AND 84CKFILLS AND COMPAC7ON OF TRENCHES. HE SHALL SUBMIT SOILS
REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPER47IONS 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 POSiDVE 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 A "D 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 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
SEC71ON. THE SLOPES OR EXCAVA77ON 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 E OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFT'
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE
FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND C17Y ENGINEER
PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
17, THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES
LOCATED WITHIN C17Y 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 Ci7Y 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 WITH A CITY TREE, iT MUST NOT BE
DISTURBED UNLESS THE PLAN 1S REVISED TO ADDRESS THE TREE REMOVAL.
EROSION CONTROL
i. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LEE ROTSHECK 858 882 -7678 ,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
J. 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.
& GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION, OF EACH
WORKDAY.
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.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL
DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLEC71ON AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC
STORM DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM
THE CITY.
J. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/iMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS
WITH ADEQUATE GROUND COVER PRIOR TO DISCHARGE FROM THE SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED
BMP /IMP FACILIJi'AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN
DISCHARGES TO AN ADEQUATE IMP /BMP
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE 1MP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM
THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIRED OR ALTERED WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR
THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. & ALL EXISTING AND PROPOSED TRASH ENCLOSURES SWILL BE FITTED TO COMPLY
WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, ON- COMBUSTIBLE
ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE 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 AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING
OF THE DUMPSTER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN
ADEQUATELY SIZED OIU GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED
INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAYBE
REQUIRED FOR THIS STRUCTURE
SAN DIEGUiTO WATER DISTRICT NOTES:
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE
CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC),
2 REVIEW OF THIS PLAN BY SAN DiEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTA77ON AS TO THE ACCURACY JF, THE
LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE .IMITS OF THIS
PROJECT
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT ANAL DESIGN, LE, LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SWILL
BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UiiLITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO
WATER DISTRICT
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXIS7NG WATER FACILITY (FIRE HYDRANT,
METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT ALL AFFECTED WATER FACILITIES MUST MEET CURRENT
WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED
TO CURRENT STANDARDS AT THE OWNER'S EXPENSE
5. U71LiDES TO MAINTAIN MINIMUM -F
N MUM 5 OOT SEPARA770N WHEN PARALLELING WATER SERVICES.
6. MINIMUM HORIZONTAL SEPAR47ION OF 10 -FEET REQUIRED BETWEEN ALL HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS
7 ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT
OF THE PARCEL THEY ARE SERVING & CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN
THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE
DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PRO WDED WITH CATHODIC PROTECTION IN
ACCORDANCE WiTH WC- 17 OR WC- 18.
STORM WATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL
TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
CONTRACTOR SHALL POST A SIGN DESIGNATING
THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SiTE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS
SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCKAND /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 EQUIPMENTM41NTENANCE 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 M47S ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER
MATRIX
NO EXCAVATION AND GRADING ACTIV171ES 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 PLAN71NG FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BiND THE SOIL
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE WATER USAGE FOR DUST
CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE CONTRACTOR SHALL STORE THESE
PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED
ON -SITE ELIMINATE OR REDUCE POLLUTION OF STORM WATER FROM STOCKPILES KEPT ON -SITE STOCKPILES MAY INCLUDE SOIL, PARING
MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORM WATER 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 REMNN 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)
774 -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 SI7E
PORTABLE TOILETS MUST BE iN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORM DRAW INLETS ON PER VIOUS 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.
NOTIFICATIONS:
i. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH
T ST OF OUR KNOWLEDGE THERE Of AVAILABLE RECORDS. 0 THE BE E ARE NO IXISIING UTlLiTIES EXCEPT AS SHOWN ON THESE PLANS HOWEVER:
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES T PR 1 T
E C QU ES 0 PROTECT ANY EXISTING UT1L1T ES OR STRUCTURES LOCATED A THE
WORK SITE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTiLHIES OR STRUCTURES PRIOR TO ANY
EXCAVATION, FOR VERIFICATION AND LOCATION OF 07IL171ES AND N071FICATION OF COMMENCEMENT OF WORK:
A ENCINITAS SANITARY DIVISION - CSD - (760)- 633 -2770
B. GAS & ELECTRIC - SDGE - (760)438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT -I -800- 227 -2600
D. TELEPHONE - SBC BELL - (760)489 -3411
E CABLE N- COX COMMUNICATIONS - (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL N071FY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT PHONE
(760) -633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
LEGAL DESCRIPTION
THE EASTERLY 100 FEET OF LOT i IN AUSTIN TRACT, IN THE
CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2174, FILED IN
THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,
NOVEMBER 7, 1929; MORE PARTICULARY DESCRIBED IN DEED TO
ROTSHECK FILED IN THE OFFICE OFTHE SAN DIEGO COUNTY
RECORDER ON JANUARY 8, 2013 AS FILE NO. 2013- 0040490
OF OFFICIAL RECORDS.
ABBREVIATIONS LEGEND
BS = BOTTOM OF STAIR ELEVATION
BW = BOTTOM OF WALL ELEVATION
FS = FINISHED SURFACE
FG = FINISHED GRADE
FL = FLOW LINE
FF = FINISHED FLOOR
GF = GARAGE FACE
IE = INVERT ELEVATION
TG = TOP OF GRATE ELEVATION
TSW= TOP STEM WALL
1 D
OWNER
SITE ADDRESS N.T.S.
LEE R07SHECK & MICHELLE ROTSHECK
348 ARROYO DR.
HUSBAND AND WIFE AS JOINT TENANTS
ENCINITAS, CA. 92024
348 ARROYO DR.
APN: 265 - 420 -19
ENCINTAS CA. 92024
OWNER'S CERTIFICATE
1 (WE) HEREBY CERTIFY THAT A REGISTERED SOiLS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVERALL
GRADING ACTT WIY AND AVISE ON THE COMPACTION AND STABILITY OF THE SiTE.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITYS 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, SUBCONTRACj1 S OFFICIALS, OFFICERS OR REPRESENIATIVES
FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PER OR CONNECTEEpD RECTLY OR INDIRECTLY TO THE PERMIT 0
APPROVED P NS WITHIN 7NE PRIVATE PROPERTY OR PUBLIC EASEMENTS. '}
SIGNATIIR� DATE / SIGNATURE:��!' � DATE. �� LEE "ASH5"K f MICHE ROTSHECK j
SOILS ENGINEER'S CERTIFICATE
1, MARK BURWELL A CERTIFIED ENGINEERING GEOLOGIST IN THE STATE OF CALIFORNIA, AND 1, VI)HAYA SnvoHANET, A REGISTERED CIVIL
ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY
THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY US OR UNDER OUR DIRECTION
BETWEEN THE DATES OF MAY i, 2012 AND JULY 2, 2012 AND UPDATED JUNE 6, 2017. ONE COMPLETE COPY OF THE SOILS REPORT
COMPILED FROM THIS STUDY, WiTH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
FURTHERMORE, WE HAVE REVIEWED THESE GRADING PLANS AND CER71FY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
SIGNED. 2d aevl DATE 7719 -1 k� Irv+
MARK BURWELL, C.E.G. 2109
EXPIRA77ON DATE S /.0419 c E i9�@
SIGNED:
WWYA SINGHANEI, R.C.E. 782 p
EXPIRATION DATE. 121 LZz9 4_
PO BOX 230963, ENCINITAS, CA 92023
STATEMENT OF ARCHITECT OF WORK
THE UNDERSIGNED ARCHITECT AGREES THAT THE WORK PERFORMED W"ONEER SHALL COMPLY WITH THE GENERALLY ACCEPTED
STANDARDS AND PRACTICES OF THE ARCHITECTS TRADE OR PROFESSION. THE ARCHITECT 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
ARCHITECT CONTROLS SUCH PERFORMANCE. THE ARCHITECT AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF
ENCINITAS iN ITS CAPACITY AS A PUBLIC ENTITi' FOR THE PLANS PREPARED BY THE ARCHITECT IS NOT A DETERMINA77ON BY THE CITY OF
ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND iT THEREFORE DOES NOT RELIEVE THE
ARCHITECT OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED HEREON. THE ARCHITECT AGREES TO INDEMNIFY AND
HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING
SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ARCHITECT AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE
COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ARCH17ECT.
SIGNATURE: DATE 7 tD Za /� ®W R�
1�
r
R07SH K ft N0. 2 189
'o/�j ♦
PIRAIION DATE � �A N P4 0 .90 � �
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 : 1
MAXIMUM VERTICAL DEPTH OF CUT = 5'
MAXIMUM VERTICAL HEIGHT OF FILL = 4'
CUT- 150 CY FILL=150Y
EXPORT = 0 CY
SHEETINDEX
SHEET DESCRIPTION
i NOTATIONS
2 SITE PLAN
3 EROSION CONTROL PLAN
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION:
3,459 SOFT
IMPERVIOUS AREA AFTER'CUNSTRUCTTON:
4,227 SOFT
INCREASE IN IMPERVIOUS AREA
768 SOFT
TOTAL AREA OF NEW IMPERVIOUS SURFACES:
3,618 SQFT
TOTAL AREA OF REPLACED IMPERVIOUS SURFACES.
2,850 SQFT
I BMP PROJECT STATUS 1
FIELD OPERATIONS ( PLANNING AND BUILDING I PARKS AND RECREATION ( SAN DIEGUITO WATER DISTRICT ( ENCINITAS FIRE DEPARTMENT '
.20-17
SIGN DATE SIGN DATE
SIGN DATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS -BUILT
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS UEPA!17MENT
DRAWING KID.
LR
LR
LR
E
I 96VIS8 A/ Kbp
lo//4/17
DESCRIPTION: 2" BRASS DISC
LOCATION: ON TOP OF EAST CURB OF VULCAN AVENUE 2.5'
NORTH OF DRIVEWAY INTO ENCINITAS ADMINISTRATION OFFICES.
RECORD FROM: R.O.S. N0. 18416. MARKED "ENC -32"
HORIZ. CTRL ENC. TC 2"
ELEVATION: 92,004'
DATUM: NAVD88
HORIZONTAL: 1 °= i 0'
VERTICAL: NIA
0 IF
PLANS PREPARED UNDER SUPERVISION OF
DATE �e�17
�� LIC. NO. 29189
LEE ROTSHECK DATE EXP. 6/30%14 -
RECOMMENDED: APPROVED:
JE OWE S RAN LocK
'x-j/ 1/7
DA E DATE
GRADING PLAN FOR:
348ARROYO DRIVE
LEGEND MICHELLE ROTSHECK
265. 420 -19 -00
PLANNING CASE NO: 17 -039 CDP
13364 -SG
t -
LEE ROTSHECK DATE
A�
1
a.
`
SHEET 1 OF 3
REVIEWER
INSPECTOR SENIOR ENGINEER
CHANGE NO.
1 i FENCE 7(161/7 /772 116.0
CONSTRUCTION NOTES:'
i
3 I t I
NEW RETAINING WALL UNDER SEPARATE BUILDING PERMIT 17 -1771
EASEMENTS: I '`
CONSTRUCT RETAINING WALL PER SDRSD C -03 111
I i I cNl u1, 000E
EXISTING ENCUMBRANCES LISTED BELOW ARE PER PRELIMINARY_n1
TITLE PREPARED BY FIRST AMERICAN TITLE COMPANY
I T= '' 4O CONSTRUCT RETAINING WALL PER SDRSD C -04 11-
ON JANUARY 3, 2013 AS ORDER NO. MV- 4270695: SDG &E GAS ETE i� G $ /�I/6Sl3bR1' I t n -_ X1080
EXISTING EASEMENTS AND RIGHTS OF WAY FOR ROAD AND '+ I ji 5O EXISTING WALL TO REMAIN REj`�i /Al /NGWALL
O PUBLIC UTILITIES AND INCIDENTAL PURPOSES, OVER ALONG, TWOFS= 119.00 I i PER SORSD C-3
i1
AND ACROSS THOSE EASEMENT PARCELS HEREIN D SCRIBED 13WOFS= 117.50 r I h 6O EXISTING WALL TO BE REMOVED i glalN
AS CONVEYED AND RESERVED BY VARIOUS DEEDS OF RECOk). I ? //✓FLUENCEL /NEFOR 1
LOT "C" TWOFS= 118.50 FS= 118.80 _..,._w POOL SU/�Cfl11/TCE
TWOFS =117.00 BWOFS= 117.50 PROPOSED HOME
EXISTING EASEMENTS BELOW NOT LISTED IN PRELIMINARY - -- MAP NO. 2100 :t �n r
BwnsEX =tn.00 4WGFS `�125.00 j 0 8O APPROX. LOCATION OF 8" ACT WATER O[C/ /oN E
TITLE REPORT +
FS= 115.50 -
DEXISTING EASEMENT FOR SEWER PURPOSES DESCRIBED IN 7W®FS =117.00 FS- 117.50 BWCF�4= 124.00 I
- k 6 FENCE . a` O EXISTING STRUCTURE TO BE REMOVED NOT TO SCALE
DOCUMENT TO ENCINITAS SANITARY DISTRICT PER DOCUMENT 77 ✓e7 FS f22 0 I
RECORDED JUNE 3 1970 AS FILE /PAGE NO. 95115 BWOEx= tt4.4o� BG/�F t
- �_ -_ 4� N89�7TT�58 "W P` f 4 3.0' t L11
A• -- - -�� -�- - 0 li 10 PROTECT EXISTING GARAGE IN PLACE
OF OFFICIAL RECQ�'DS. - -- -- � � , ; 3
a` CUSTeX PERV /OOS PAVER (CPP) PER C/TYSTANDARDS 1 FENCE
NOTES: XISTING OVERHEAD - ( ,f( 11 r °1 /7�i
1 �.; .. _ :} r w ' >,. 12 i� - __..,_w._..., <. Jv �s sF nv =t2s.o 116.0
ELECTRIC sERwcE „ 1% \ \ I J 12 PROTECT FOUND SURVEY MONUMENTS
�., AND POLE TO �°
1.) OVERHEAD UTILITIES ALONG THE PROPERTY FRONTAGE TO ' �� 10 O )
REMOVED I .�` 1.% ' \ �,.. `; :y 1s 111 11= f6` 11111
DOLLIMORE SHALL BE INSTALLED UNDERGROUND. A -- -_ 8 1 _ - - \ I Q 11
_ ._.__ J \ - E q \ \ ' 2D' I, 4 ? j3 LAMP�tyAPEO 'yrY/RFACE - - t� C/N/J [Il =III Id P17OL Islll
2. AC PAVING WITHIN THE ENTIRE EXISTING 20 ROAD EASEMENT / \ 13 ,£ FS�117.40 7rW43F3' 11-AW E. (,*A, oE'', \ =III I_I11 -1'J ¢s
ADJACENT THE PROPERTY FRONTAGE TO DOLLIMORE SHALL BE s Tw= ttz.00 � , , I B ps 117.5 ry a 7 5b v ? Ex STING
3 5' -e' =III ' 1- III =11
- sk �', ...WW .a..... ____.._._.. h �'�, �� `� \� I 1 t(2° OAS S VIC �t SIP ( 112.0 �►
L i
PLACED OR REPLACED AS NEEDED. SEE NOTE 1 OF EASEMENTS BW®Ex- 113.50 2:f _w _ _ __.__ y , , I 1 €; TW =123.0 B�123.z _ �IIIIIIII�IIII 1If,0- 12��1f1 1
'\• ��. 1 € E
FOR LIMIT OF EASEMENT AS DEPICTED HEREON. tj: 2�f1 117.50 ,, :4 € -.- r I' II- III -11 -III _ 1 -i - (1 -
�, EX= 128.40 I3 -- 111 -III- III=NI
UE- '�..: s \ ti ' _, : - �` \ ��'V I FS= 128.75 i E 11= III =III f -I II I ltll�l
I t R/R -
!� �_ L ; i ti, i I ? =1 i 1= =1
LEGEND € FL= k116=56` / ` 296 i �<, =., A ao °)II -N1 /NiIUENIfL /NE RR
\ n , �1 IiII - -I =11/1'
-
_ s � ,'4 - rc_ovon CI 12 51.1 =Ill I'I= - II -1 -11 FOl7T /11�$�%A'C1/4/8'F
SDRSD SAN DIEGO REGIONAL STANDARD DRAWINGS
BOUNDARY LINE
---- - - - - --
SETBACK LINE
------ - - - - --
CENTERLINE
- - - -
EXISTING CONTOURS
- - 65.a_-------
EXISTING EDGE OF PAVEMENT
- °aT ;r• °-
EXISTING BARRIER
- -�
EXISTING SDG&E UTILITY
PLANS PREPARED
_
LEE ROTSHECK
EXISTING ELECTRIC
- -- - -
EXISTING SEWER MANHOLE
0
EXISTING SEWER MAIN
S
EXISTING MASONRY RETAINING WALL
-
RETAINING WALL PER SDRSD
RETAINING WALL BUILDING PERMIT
117 -771
22F
EXISTING BUILDING
✓r' ##
EXISTING WATER MAIN
- - - - - --
EXISTING WATER METER
PROPOSED SPOT ELEVATION
FS= 116.00
PROPOSED 12" AREA DRAIN
PROPOSED 6" PVC DRAIN PIPE
PROPOSED BUILDING WALL
PROPOSED CONCRETE DRIVEWAY
_ a
RIP -RAP ENERY DISSIPATOR
PER SDRSD 0-40, NO.2 BACKING
1.1 ' THICK TYPE 2
DRAINAGE DIRECTION
- - -- -1�
PROPOSED 810 RETENTION TREATMENT
BMP NOT TO BE MODIFIED WITHOUT
PERMISSION FROM THE CITY
ENGINEER
NEW GRADED SLOPE C
Y
�I
TOTAL AREA OF GRADING DISTURBANCE 8,550 SF
EXISTING 6' FENCE -�
K 0
> o -.
U
zo
Oz
N T-
O
TWOFS =11 x.00
BWOEX= 112.00
50' LONG x 6° [DEE
)N TREATMENT BMP.
= 11A.00 ..
)NRY RETAINING WALL
SDRSD C -3 OR EQUAL
TIDE NON GROUTED JOINT
' HOLES AT 4' O.C. AT
BWOEX =110.30
P.O.C. TO EXISTING
SEWER 1ATERAL
GRADING. PLAN
GRAPHIC SCALE 1 "1d'
0 10 20 30
DESCRIPTION APPROVED DATE BENCHMARK SCALE
'P /0 / 1 DESCRIPTION: 2' BRASS DISC
LOCATION: ON TOP OF EAST CURB OF VULCAN AVENUE 2.5'
NORTH OF DRIVEWAY INTO ENCINITAS ADMINISTRA17ON OFFlCES. HORIZONTAL: t " =t0'
RECORD FROM: R.O.S. NO. 18416. MARKED ENC -32"
HORIZ. CTRL. ENC. TC 2" VERTICAL: NIA
ELEVATION: 92.004'
LOT 2
MAP NO. 2174
ill III -1 1 =1 171 =1 I-�K UIS%W RUAININC WALL �`/MRSG Ifr REr1/NIH4
k 1 -11 III III- '-
II III =11 I! I{�II PER sDrssD O-04 OR EQUIVALENT -WA" GPR SO%ifr7
Y =118.0 III T� III= G 3 OREQULIL
SECT / ON f
-I 1W =12720
1_ L j rW =wP,OF WALL AT NOT TD .6CALE
-" U4SX1W RETAINING W RNSNED SURFACE
SECTION C PER S� C -03 OR EQUIVALENT 3' -i1' II=- II i-
I
1- IIIFI =FI��11 1'
NOT TO SCALE BW= 122.40 2 1 II I1 -
61 F l TF=TOP OF F007ING
8116= 80TION OF WALL III =111 III \iI
AT FINISHED SURFACE III I I I
BW=118.90 F, .
MASONRY RETAINING
WALL PER SDRSD C -0
OR EQUIVALENT
TW= 117.00
DZTNG GMU REIAIMNG WALL 'NW I I f �f '
SECTION A
NOT TO SCALE
- �UASONRY RETAINING WALL
PER SDRSD C -04 OR EQUIVALENT
�I I
SECTION D
NOT TO SCALE
:� r�►�i�ii]r' /:l �96�L.9:GI4�'3J
LEVEL AND DEPRESSED A
MINIMUM OF 10" FROM THE
)iP' COMCRETf CAP-LE414f 8 "CN1Ll SURROUNDING GRADE
our EMERY TwRD , Low- R
2%
MASONRY RETAINING 5
WALL PER SDRSD C -3 _4, t-
OR -EQUIVALENT o. FS= 114,00
TW= 115.00
IE AT OUTLET VARIES 2 " -3" HARDWOOD MULCH
TOE 24" MIN. ENGINEERED SOIL*
__ .. 2 "- 3181 GRAVEL
i2 "1a 1 12" - 314" CRUSHED ROCK **
4" PVC PERt PIPE SUB RA/N
leoc,K.
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% TOFSOIL
* *314" 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
ENCINITIAS ST )RMWATER MANUAL CALULATIONS. TYPICALLY, THE SURFACE AREA
OF THE BIO;RETENTION BASIN IS 9% OF THE IMPERVIOUS AREA DRAINING TO IT.
PROPOSED IMPERVIOUS SURFACE= 4,227 sf
REQUIRED BIORETENTION AREA = 4,227 x 9% = 3P0 sf
PROPOSED AREA = 92' LONG x 4.5' WIDE = 414 sf
ARCy� SECTION f
I ��o� ��EW R ®��-0 NOT TO SCALE
(1 '
- TRANSFORMEE.I W NO 2P`89
1
� 41 1
y
I i �
- i REN.
i OF C�a
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
GRADING PLAN FOR:
348 ARROYO DRIVE
LEE AND MICHELLE ROTSHECK
265420 -19-00
PI ANNING CARF Nn- I: -039 COP
DRAWING NO.
13364 -SG
SHEET 2 OF 3
AS -BUILT
DESIGNED BY-.
DRAWN BY:
CHECKED BY:
ENGINEERING
DIVISION APPROVALS
LR
LR
LR
LEE ROTSHECK DATE
PLANS PREPARED
_
LEE ROTSHECK
UNDER SUPERVISION OF
DATE 10 T7
r LIC. NO. 29189
DATE EXP. 6/30/17
RECOMMENDED:
JE Sid/l/L
OWRNS
I %
DATE
APPROVED:
AN1C B OCK
7- B. 71 %
DATE
REVIEWER
J
I INSPECTOR
p
\
I SENIOR ENGINEER
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
GRADING PLAN FOR:
348 ARROYO DRIVE
LEE AND MICHELLE ROTSHECK
265420 -19-00
PI ANNING CARF Nn- I: -039 COP
DRAWING NO.
13364 -SG
SHEET 2 OF 3
CHANGE NO.
It
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
EROSION CONTROL LEGEND
PROPOSED CONSTRUCTION TR -1
ENTRANCE PER DETAIL A
GRAVEL BAGS PER DETAIL B SE4, SEA SE -10
SILT FENCE PER DETAIL C SE -1 r n 0
FIBER ROLL PER DETAIL E SC-5 --- — FR — —
LIMIT OF WORK Vr w
3" TO 6' COARSE AGGREGATE
EXISTING GROUND
50'MIN.'
12- MIN.
PROFILE
cnIIi
16'MIN.
PLAN
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT AF- WAY
`LESSER DISTANCE ALLOWED WITH CITY INSPECTOR APPROVAL
DETAIL A: CONSTRUCTION ENTRANCE
NUT TO SCALE
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
41
DETAIL B: GRAVEL BAGS
NOT TO SCALE
1. SET POSTS AND EXCAVATEA
4BY41N(10BY10CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3, ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
�4IN(10CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
IIi FILTER FABRIC �$
WIRE _
DETAIL C: SILT FENCE
NOT TO SCALE
nr
(SEE NOTE 2)
t S
7
8 MIN SPACING FOR SILT FENCE iI I f
VEHICLEACCESS
SANDBAGS(TYP) 1 �
t E7WNG B' FENCE
DIRECTION OF
W =75% OF ROADBED WtpTN
STREET FLOW J f- ___rv_ — - - rl, S # ..
L Li
a \
w 120
a SANDBAGS (TYP) 6 MrM sPgclNC FOR
VEHICLE ACCESS, � � � #
ISN6 H�ADSC
HE REMOVED I
NOTES:
W X v i
1. GRAVEL BAGS ARE REQUIRED. o .j
2 REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR 20'-30` 5' ) ��
STREETS WITH GRADES OF LESS THAN 4% SHALL SEAS SHOWN
ON THESE PLANS.
3. THIS STANDARD DETAIL SHALL BE USED AS SHOWN ON THE 41'- 50' 9' g
APPROVED EROSION CONTROL PLAN I....,- \ \t `' STABILIZED CONSTRUCTION
51' -60, 10.5' f 4 i
ENTRANCE PER DETAIL A
61' -70� 12, r
DETAIL D: GRAVEL BAG SPACING
ATOR \ 1 r
NOT TO SCALE t , �` A �:. __',_
2 BACKINGS # TB E REMOVE —�
SPACING OF ROWS OF GRAVEL BAGS 3 v ^ \ v� t li.o
EXISTIiOil Eu a
SLOPE OF STREET PAVED STREET UNPAVED STREET
I
II TO BE DEMOED I
10% OR MORE 25' 25' 18" HIGH MIN { A
9.9 %TD8% `` 1'MGHMIN Ni'� (38AGS) { r �'
79% 70 6% 75 75 # 2` y
i ` ``� 127.0
5.9 %TO4% 100' (2 BAGS) 100, Y(� MIN\
19% OR LESS 100' 100' I '
SILT FENCE , I y _ co 11
PROPOSED HOME
PROPO *D 1� 'I
GRAVEL BAG INLET ( RETINING !ALL X12
PROTECTTOR PER ' _ ` ' \ 17,g 0 1 I°
CASQA SE -10 TYP.
EXISTING DECK
� TO BE REMOVED
EXISTING a: ! s�
5
��p� rrr rrrrrirr rrrrrr l I ( d �� RETAINI G WALL t s
A °" rrrir irrrr rrrr i ' \ 7, m �\i \ �\ T REMAIN '
rrrrrlr rrrr III d1 f ]' " f
rrrrrrrrirr W i` FENCE
TO BE y i'rrrrrrrrrrrrrl) 1 1 I -' TO BE REMOVED
�rrrrirri rrrr r a PRO
� z RETA G �
�/l rrrr IIIt
FIBER ROLLS �� 13 FIBER ROLLS
I ti I '
r i
/ � SETBACK LINE
PR0IECF i �
�/1� rrrrrrr�y_4 M7S .
& rrrrrrr� rrfrr /rr
'v L
� �..; i,s
irrr�irr �irrrrr yIII
y r rrrr rrrrrrrrrrr w 1 #} i'� I
SPACING MEASURED rrrrrr _._
V ririrrrrr s 1 EX IS NG WALL ' L
ALONG FACE OF THE � r4rr r III B
� c/o TOE E REMOVE'
SLOPE VARIES PER 'V� // V -_.� 1=IIR _ __ _ #i W_ T
TABLE BELOW / /rJl "
INSTALL A FIBER ROLL NEAR i
SLOPE WHERE IF
X<\ TRANSITIONS INTO t �
D -40 RIP —RAP
STEEPER SLOPE
TYPICAL FIBER ROLL INSTALLATION
SILT FENCE
DETAIL E: FIBER ROLLS
DESCRIPTION APPROVED DATE BENCHMARK SCALE
- DESCRIPTION: 2' BRASS DISC
-- LOCATION: ON TOP OF EAST CURB OF VULCAN AVENUE 2.5' HORIZONTAL: 1' =10'
NORTH OF DRIVEWAY INTO ENCINITAS ADMINISTRATION OFFICES.
RECORD FROM: R.O.S. NO. 18416. MARKED "ENC -32°
HORIZ CTRL. ENC. TC 2" VERTICAL: N/A
ELEVATION: 92.004'
DATUM: NAVD88
NOT TO SCALE
AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY:
LR LR LR
PLANS PREPARED UNDER SUPERVISION OF
_CK DATE DATE % IIO�I%
C LIC. NO. 29189
��� LEE ROTSHECK DATE EXP. 613011Y
JSPECTOR [SENIOR ENGINEER
ENGINEERING DIVISION APPROVALS
!LADED: APPROVED:
f, CZ44111
NI-7 S
DATE
EROSI
®W ARC
�90 ���rC�
I� Na �9 x
DESIL TING BASIN NOTE:
BIORETENTION BASINS DURING CONSTRUCTION: THE SILT SHALL BE
COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED
ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY
AND /OR FINAL,
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
GRADING PLAN FOR: 348 ARROYO DRIVE
LEE AND MICHELLE ROTSHECK
265420.19 -00
PLANNING CASE NO: 17 -039 CDP
DRAWING NO.
13364 -SG
SHEET 3 OF 3
IF