2017-13419 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 "REPORT OF LIMITED GEOTECHNICAL INVESTIGATION, PROPOSED KOVACHACCESSORY
STRUCTURE, 1906 CREST DRIVE, ENCINITAS, CALIFORNIA' PREPARED BYGEOTECHNICAL EXPLORATION, INC., DATED
SEPTEMBER 14, 2017, PROJECT NO. 17- 11591, 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 FED -RAL SAFETY AND HEALTH STANDARDS, LAWS AND
REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) 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. 13419 -SG 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 BYA 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 OFANY 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 DR41NAGEAND 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 SPECIFICATIONS. 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 INCHES
AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE,
SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND
UNIFORM CROSS SECTION THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES,
ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME
LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE
DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT
AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE
SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OFANY 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 CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE
REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY
APPROVED OTHERWISE NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR
WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE
TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE
PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE
DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT WILLIAM KOVACH AT (760) 753-7343,24 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 I 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 MAYARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS
ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
TALL EROSION CONTROL MEASURES PROVIDEDPER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF
EACH 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 COLLECTION 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.
3, ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND/OR TO TURF OR
LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST
SLOPE TOWARD THE APPROVED BMP /IMP FACILITYAND/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 IMP/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 MODIFIED 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,
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST
MANAGEMENT PRACTICE REQUIREMENTS, THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- 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 OIL/ 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 REPRESENTATION AS TO THEACCURACY
OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN
THE LIMITS OF THIS PROJECT.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, LE, LINE CROSSING, LINE PARALLELING OR PROPOSED
CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY 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 BYSAN DIEGUITO WATER DISTRICT.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING 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 OWNERS EXPENSE.
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE 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 THEYARE SERVING.
8. 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 PROVIDED WITH CATHODIC QRGE ESS /O
PROTECTION INACCORDANCE WITH WC-17 OR WC-18. �A ,a G LA1,,Sl
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A. Solana Beach, CA 92075
ph 858.259.8212 1 fr 858.259.4812 I plaaengineering.com
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE
DESCRIPTION: ENC -39; 2.5" BRASS DISC
LOCATION: NW QUADRANT BIRMINGHAM DR HORIZONTAL: N/A
AND LAKE DRIVE
RECORD FROM: ROS 18416
ELEVATION: 323.98' VERTICAL: N/A
DATUM: NAVD88
Z3 No. 80356
cr- Exp.12/31/18
COUNTY DEPARTMENT OF
ENVIRONMENTAL HEALTH
D� +2o I� -I.AM� -tea g'LD°l
SIGN DATE
AS -BUILT APPROVALS
f- Z1'11 PUBLIC WORI
G LAWSSOjN�' DATE PLANNING
LItXA'f /1 / 9 ts.- REVIEWER
ER MAG60SKU DATE
STORMWATER 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 SUCHAS 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 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 EXCAVATIONAND 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.
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 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 WITHA 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) 4364151.
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 CONTA/NMENT 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
CHECKAND CLEANUP 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
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 - SEPTIC - (858 }505 -6700 pCF1
B. GAS & ELECTRIC - SDGE - (760)1138 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT-1- 800 - 227.2600
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.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
FIELD OPERATIONS
DATE SIGN
INT. DATE PLANS PREPARED UNDER SUPERVISION OF
/p _ DATE: It 3.1"1
'/31 1, �� R.C.E. NO.: 80356
°7�I TYLER G LAWSON
9 / I EXP.: 12/31/18
PLANNING DIVISION
LEGAL DESCRIPTION
THAT PORTION OF LOT 4 OF BLOCK D" OF PALOMARES HEIGHTS, IN THE COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2114, FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAID SAN DIEGO COUNTY, JUNE 19, 1928,
DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID LOT 4, WITH THE NORTH
LINE OF THE SOUTH 100 FEET OF SAID LOT 4; THENCE ALONG SAID WEST LINE, NORTH
0 °2121" EAST 85.08 FEET TO THE SOUTHWESTERLY CORNER OF THE LAND DESCRIBED IN
DEED TO DAVID COINS, JR., RECORDED APRIL 9, 1963, AS DOCUMENT NO. 60376 OF
OFFICIAL RECORDS; THENCE ALONG THE SOUTHERLY LINE OF SAID LAND, SOUTH
89 03839" EAST 570.38 FEET TO THE EASTERLY LINE OF SAID LOT 4; THENCE ALONG SAID
EASTERLY LINE, SOUTH 2°0927" EAST 85.17 FEET TO SAID NORTH LINE OF THE SOUTH 100
FEET OF LOT 4; THENCE NORTH 89 °3839" WEST 574.12 FEET TO THE POINT OF BEGINNING.
EARTHWORK DATA IMPERVIOUS AREA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H: 1 V SITE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1 iz796 SOFT
MAXIMUM VERTICAL DEPTH OF CUT = 32 TOTAL IMPERVIOUS AREA AFTER CONSTRUCTION: 1552 SOFT
MAXIMUM VERTICAL HEIGHT OF FILL = 3.3' INCREASE IN IMPERVIOUS AREA: 3,756 SOFT
CUT= 115 CY FILL = 80 CY
EXPORT = 35 CY REMEDIAL = 330 CY IMPERVIOUS AREA PROPOSED: 3,756 SOFT
ABBREVIATIONS LEGEND
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
TW = TOP OF WALL ELEVATION
TSW = TOP STEM WALL
/1
WILLIAM S. KOVACH AND MARILYN A. KOVACH
CO- TRUSTEES OF THE WILLIAMAND MARILYN 1997 FAMILY TRUST
1906 CREST DRIVE
ENCINITAS, CA 92024
SITE ADDRESS
1906 CREST DRIVE
ENCINITAS, CA 92024
APN: 262 - 041 -24 -00
NOTE: PER SOILS ENGINEER
RECOMMENDATIONS A MINIMUM OF
_2' REMOVAL AND RECOMPACTION
UNDER BUILDING AREAS
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER
ALL GRADING ACTIVITYAND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
I (WE) HEREBY AGREE TO INDEMNIFY, 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 OW R OR OWNERS AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR
REPRESENTATIVES F ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY
TO THE PERMIT 0 PROVED Of ANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE' DATE: II Z- i
WILLIAM KOVACH FOR T WILLIAM AND MARILYN 1997 FAMILY TRUST
SOILS ENGINEER'S CE IFICATE
I, JAIME A. CERROS 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 ME OR UNDER MY DIRECTION ON JULY 25, 2017 AND FOR AN UPDATE ON . 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, 1 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE
SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
SIGNED:
RCE NO.: 34422 AGE NO.:2007
EXP. DATE: 09 -30 -19
st
JOB >g: 17 -11591
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY
ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE
WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED 3Y THE CITY OF ENCINITAS, TO
THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT
A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON.
THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENT". AND EMPLOYEES
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE
ENGINEER 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 ENGINEER. !W
SIGNATURE: / DATE:
TYLER G LAWSON
PASCO, LARGT, SUITER & ASSOCIATES
535 N HWY 101, SUITE A,
SOLANA BEACH, CA 92075 BMP PROJECT STATUS
PH: (858) 259 -8212
RCEEXPIRES 12/31/18
SHEETINDEX
1. TITLE SHEET
2. GRADING SHEET
3. EROSION CONTROL SHEET
STANDARD
- • • - r - - r
0 10 /�
DATE SIGN DATE SIGN DATE
T
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
RE OMMENDED: APPROVED: SIMPLIFIED GRADING PLAN FOR-
&A 1906 1906 CREST DRIVE
dAX_ JESSE OWENS CHRIST HER L. MAG SKU APN; 262 - 041 -24 -00
11./* /(7 12-13 �
DATE DATE PLANNING CASE NO: 16 -185 CDP
13419 -SG
SHEET 1 OF 3
PLEA 2601 -01
0
rn
U
x
QLu M
U Z V
o)
0 J N
QOM
«sQ"
o! wx
Lu U) (n N
Low
w0)
J< }}S LO
> N
OxM
< m
aLna
i
� APN:262- 041 -18 -00
EXISTING OVERHEAD
\ G UTILITIES TO REMAIN
j EXISTING RETAINING
4
5 WALL.TO REMAIN ------ O
L \ \ \ t
N89" 39'38V 566:61' \ .
}
.: :. EXISTING A _ �PEJ(IST1�G TREE � EXISTING POWER
_ STRU RE ( .1 m RIVA'TEPROPPRTY! POLE TO REMAIN
TO BE REMOVED .' TO REMAIN A
350.12- °ti m ;
v
r - - - \ 1 \
1 ✓�
\ i 1 r' f /..... T � T -7 T : "�i" it :`" l � '" �XIStINGWA RMETER
AN D
KFCOW
1 1 357 68 3 . .?'7 ° T T'? ? i i"'l_ f " �\ \ PREV TER TO EMAIN
_ '�j
i =G- 344 7) _ = �?
_ (FG= 353.0) \� , ��
1 (FG =347.5 - \ EX/STINGYREE rc
FL 44.7 2 1 (FG- 350.1) TO REMAIN \ 4�� t
/
\ FSW =350.8 TSW =350.8 EXISTING STRUCTURE
1
) APPROXIMATE LOCATION �� ( 7 )
\ TO REMAIN
fG =3 6.8 /' EXISTING SEEPAGE i OF EXISTING SEPTIC �/ '2,70 SF
J /, / _(1 O
iFL =343.0 05=347AS =347.4 1 % � l
TSW =353.7 PIT TO REMAIN TANK TO REMAIN
�, B t n / x
FG- -343.3 o - f �` /, f t
a EXISTING RETAINING 1 1
f30 FYS /
- ti 4 _ FG= 346.8 \ ) b i
C ., �' 4 C \ r i 3t1
CONCRE: F WALL TO ,
FG -• 3.2 PROPOSED STRUCTURE � PAD ��. -_/ � � � Al �`f 58.
5 2.0% FF =3475
r
9
� t
�- -- �- 2 \ F &SSTTN J TELLbCR
PAD = 346.8 350 �) \ ?. ? O F'
.4 }! 6
�.._. _..._ I Al EXISTINPMONTE Y m
_. - ' \ APN: 262-041-24-00 \
Lu
3 °
TG =345.9 `� _- V U
0' \ PINE CITY `T ET TREE
1 4 152 -21 E R(
S c V IE =342.9 -- 8 POi R MOV OF
t FF = 350.0 BW -352.5 I ✓ v \ E D INITAS \
PAD = 349.3 ( �� EXISTING RETAKING
�.
t O
"ITEM9 WALL TO REMAIN I �' (D
.
y
FG =343.3 ° FG =346.8 �', TG =350.5 lVo / i ,i
7 EXISTINGAC PAVEMENT
\ FG =3452
TG 345 6" PVC STORM TO REMAIN _ _ ... f
? 7 IE =348.0 i \ X 35 71 /� k\
i IE =344.4 DRAIN PIPE @ 5.0% 1 2 FS =349.9 I ` EXISTING STRUCTURE `
f 4 \ MA ✓ '; EXISTINGO ERHEAD
F p�o f �� �' .I (UTILITIES TO REMAIN O
\ FS =3474 G =349. TO REMAIN �� � � x
GF = 347.2 GF = 347. 1 ( -2,707 SF) /I \ '� ' t
i
FL =343 D Q 347 y °. .a� a, V o
pcc
WALL m w
1
' " ° Q p ?�. `�i 357 -Eif� x 357 89 i 1 \ ` �t �� - �0..
. A a FS =3469 FS =3471 0 �. m o l A 1 EXISTING OVERHEAD t --
`. C n Q o !\ X-4 10 � Al UTILITIES TO REMAIN f j t
-.TOP Of �V � , o v � L� - yx 09 V � =j � � - ; <ti 1` E3d �, Al � ®HE � EXISTNGkPO_WER
SLOPE ( - a k 35 .2 POLE REM
FS =346.1 -�
-s E � ( j LIE `V•0
- - -- E E - - - t�liE
F
y'
-
r
E E- E EXISTING AC DRIVEWAY
L 344.5; F -� E- = E E m
(S- 344.5) (FS= 346.2) (FS =348.0 1 E -- - As, ; H - - - L
EXISTING AC DRIVEWAY ? (- 10.0 °a �PROXSMATL�LOCI1TSChI ` $` E c . ` --- E`, TO EM ONE
EXISTING UNDERGROUND ;; m - \ E 1 14 R
TO REMAIN �" °' OF Team DRf�iAl �i � ��, ELECTRIC LINE �0 REMAIN \ � � (10.0 %) G � E E E E E E OHE � OHy � � \
REMAIN g�
T E E
� / E
1 34 �1 �l � -
I
i �,
a
� \ S 9 °39'35 °E 570 �.,
EXISTIN6T(iEE; N
EXISTING GREENHOUSE
APN: 262 - 041 -21 -00 EXISTING RETAINING PRIVATEPRO
EXISTING FENCE PEi EXISTING WATER METER :
r
TO REMAIN TO REMAIN SIMPLIFIED GRADING PLAN WALL AND FENCE TO REM�iI TO REMAIN J PREV€N -TER (0 REMAIN d O
SCALE. 9" = 90' HOLD CITY HARMLESS FOR DRAINAGE COVENANT SITE NOTES y m
APN:262- 041 -18 -00 RECORDED Iz Z011
- - - - - - - - - - - -o - - - - - - - - - es - - - - - - a _ _ AS DOCUMENT # 1 - uq 1. TREES LOCATED WiTHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WiTH /N
LEGEND N89 39' 38 "W 566 61' � 9 CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED iN
d
CHANGE NO.
DESCRIPTION
J
DATE
0
291'
u
�8"
PROPERTYCINE
O
w
m
25' m
PROPOSED
PROJECT SITE 30'
DRAWING NO.
s
RYSB _�ai
APN:262 -041 -24 -00 BUILDING EXISTING 4YSB
EXISTING RIGHT- OF- WAY/ADJACENT LOT LINE
BL5 ;..,.,..d.,.;.
N
- - - - EXISTING EASEMENT
"N°o
INT.
S89- 3935E 570.34' ��
PLANS PREPARED UNDER SUPERVISION OF
DATE: -J"r/7
R.C.E. NO.: 80356
TYLER G LAWSON EXP.: 12/31/18
W W W
m
13419 -SG
o
z
PROPOSED LIMIT DEGRADING
PUBLIC WORKS
- - - "--
APN: 262 - 041 -25 -00
APN: 262 - 041 -21 -00
EXISTING SETBACKS
PLANNING
GF = 3472 GARAGE FACE ELEVATION
d
CHANGE NO.
DESCRIPTION
J
DATE
'
d
u
�8"
D D D
CHECKED BY:
p
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
BAK
BAK.
o:
a _ o
d
PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE.
STORM DRAINPIPE (SIZE
PER PLAN)
/- APPROXIMATE GRADE
/ ATINVERT
2. ALL EXISTING SURVEY MONUMENTS TO BE PROTECTED IN PLACE. IFANY MONUMENT
IS DISTURBED OR DESTROYED iT SHALL BE REPLACED BYA LICENSED LAND
SURVEYOR AND A CORNER RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY.
` 3. ALL PRIVATE DRAINAGE SWALES TO MAINTAIN A MINIMUM OF 1.070.
PCC HEADWALL DROUGHT TOLERANT 4. BMPS SHOWN TO BE PRIVATELY MAINTAINED. BMP AREA IS PERMANENT AND SHALL
THICKNESS =8" PLANTS (TYP.) NOT BE REMOVED OR MODIFIED WITHOUT A PERMIT FROM THE CITY.
KEY 2" HARDWOOD MULCH/
PROPOSED STEM WALL 1�E1 MAP MODIFIED CUTOFF WALL EMBEDMENT DEPTH =D GRASS COVER
EQUIVALENT NOTES
APPROVED EQUIVALENT
„ _ 1% 1% O CONSTRUCT STEM WALL PER SEPARATE BUILDING PERMIT
-
PROPOSED DEEPENED FOOTING SCALE: 1 900 NOT ro SCALE 10^ 12"
18 "LAYER ENGINEERED SOIL Q CONSTRUCT DEEPENED FOOTING PER SEPARATE PLAN
PROPOSED BUILDING OUTLINE ( (� SEENOTEBELOW
��� ���� @3 INSTALL S' WIDEX22 'LONG RIP RAP ENERGY DISSIPATER PER
- - - - EXISTING CONTOUR LINE INSTALL LARGE COBBLE OR SDRSD D -00 TYPE 2, NO.2 BACKING, 1.1 FT THiCK
346 PROPOSED CONTOUR LINE 3' 2' 6' T 13' 4' VEGETATION OVERFLOW EDGES TO ,
ENSURE EROO SION DOES NOT OCCUR 2" LAYER OF 318"
- GRAVEL ® INSTALL 6 "AREA DRAIN
TO THESATISFACTION OF THE CITY ! -
® PROPOSED PERMANENT BMP AREA (SIZE PER PLAN) CONSTRUCT INSPECTOR AND ENGINEER OF WORK 5 INSTALL PCC MODIFIED CUTOFF WALL; IE =342.5
PCC WALKWAY
O PROPOSED PCC PAVEMENT
6 "AREA DRAIN 30 "LAYER OF3l4 "GRAVEL 6 (,GJlC6 i� tsllTTER
APPROXIMATE LOCATION o 0 0 0 0 0 SEE NOTE BELOW
;
TOP SLOPE
::. EXISTING RETAINING WALL OF BERM BEYOND FG =3468 FF = 347.5 Q7 INSTALL 18 "X 18" BROOKS BOX CATCH BASIN
FG =346.0 20%
PAD 34
EXISTING EDGE OF PAVEMENT
TOP FG =342.3 0 S !0
D
, X68
PROPOSED 40 PVC DRAIN PiPE FG =342.2 21 OPE k \ tvO Q� FG q N9!
LIMIT DEGRADING; $L , BIORETENTION "ENGINEERED SOIL" LAYER SHAH BE MINIMUM 18" DEEP y� KSo F
MATCH EXISTING _ _ : "'� PER COUNTY OF SAN DIEGO LOW IMPACT DEVELOPMENT HANDBOOK:
BIOFILTRATION F� _ =y
PROPOSED RIP RAP ENERGY DISSIPATER ?•� BASIN' FG =342 5 = � ✓ j" € y' ,1 r APPENDIX G - BIORETENTION SOIL MEDIA (BSM) EXAMPLE SPECIFICATION. y i
PER SDRSD D-40, -_ -_ -� _- r T" III I I- (__ € ( € No. 80356
- 3!4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 30" BUT MAY BE Ex p. 12/31/18
ROCKCLASS= No.2BACKiNG - 1 I I -III
-) , 1 :__ `1 . ._.._ P
T = 1.1, TYPE2 WITH NO SILL 4 ' -{ ._j ( DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE { }
DETAIL. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL Sp CIYi� �P
r -
DASHED LINE BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF 9jF
INSTALLXX22'RIPRAP _ REPRESENTS THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO OF CAS +F
ENERGY DISSIPATER i- 4 "PVC DRAIN EXISTING GRADE IT. ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 10" BELOW
EXISTING EASEMENT NOTES PER SDRSD D-40
(I j `
t PIPE
BIOFILTRATION BASIN ADJACENT FIN /SHED SURFACE.
®�
Ill AN EXISTING EASEMENT FOR ROAD, PUBLIC UTILITIES, AND INCIDENTAL
PURPOSES IN THE DOCUMENT RECORDED FEBRUARY28, 1984 AS
INSTRUMENT NO. 84-71338 OF OFFICIAL RECORDS
PER DETAIL THIS SHEET
SECTION A A BIOFIL TRA TION BASIN DETAIL GRAPHIC SCALE 1 "= 10'
NOT TO SCALE NOT TO SCALE
10 0 10 20 30
m
0
rn
U
x
U
Qm�
UZUO�i
0 Q N
Q U)
06
LL
w
F?
U) Cl1 N
u o C? }�} M
LO
� > N
OxON)
U Z CO
aLOxa
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS -BUILT APPROVALS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
BAK
BAK.
TGL
DESCRIPTION: ENC -39; 25" BRASS DISC
LOCATION: NW QUADRANT BIRMINGHAM DR
AND LAKE DRIVE
RECORD FROM: ROS 18416
ELEVATION: 323.98'
DATUM: NAVD88
HORIZONTAL: N/A
VERTICAL: N/A
�
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: -J"r/7
R.C.E. NO.: 80356
TYLER G LAWSON EXP.: 12/31/18
RE OMMENDED: APPROVED:
�� � /
JESSE OWE S CHRIST PHER L. MA OSKU
'=G' "�
DATE DATE
SIMPLIFIED GRADING PLAN FOR:
1906 CREST DRIVE
APN: 262- 041 -24 -00
PLANNING CASE NO: 16 -185 CDP
13419 -SG
PUBLIC WORKS
A/^
TY R G LAWSON DATE
n��
[ .l?`//�%ilc .ems QG�8
PLANNING
REVIEWER
6/3
CHR STI OPHER M GDOSKU DATE
INSPECTOR
I
SHEET 2 OF 3
PLSA 2601 -01
�S L ` 1 _ A
- - N 1 L,
{
e . 89° 39' 38 "W 566.61 _ �l
}
r Z
1
y
GRAVEL BAG CHECK X 350
°
DAMPER
DETA 8
l E _
THIS SHET
�- -e
+ +
r x 3
f a.? 771
<,
t
+ +
+ DROSEED PER
t: i u tt i
+ NOTES THIS SHEET / .. ..
` +
i PQ
+ +
SILT FENCE PER + + + + + + I _ - -- - r
THIS SHEET a
DETAIL C
+ + 1 PROPOSED STRUCTURE E3NCdR E � � � � � �'1 i � � � � �' � � c
+ +
� I -1l
` t i;[ALLrIL�V� HOME
++ X 35 % 7T �
+ i 350 07 A
�.
�
,r
N
+ +
t
t3
EXISTING STRUCTURE
It i + y.. __ {aJl I 4
,-. 352,21 DAM PER DE _ �I _
+ + - - --- -- --
THIS SHEET
(NOT A PART)
S SH X 353,
+
t
+
LIMItT OF + + +
PROPOSED GRADING + + + + +
1
j
a HYDROSEED PER
+
\
+ + NOTES THIS SHEET SH EET
+ o d — .. ;+ Q + —
, ✓ i
r
'
rr�+ + + + + _ - i _.._.......
7
'( I -h /
+ + + + + + + + d ° ^�
l .a A
� r A s � _l / 11e'1.1-- ✓ 1 LL _z
1
+ + _— ,y 351.09 ,t "M+ - - n eia �c>G,. h r, -.
+-F + ...� n..S.,.J.2 _ - ._ -r �til y .. ___.. -... �� QyE
\, 5
_ f
;_ OHE f
_
- -- /
{
" i
n x �,
, t � —E �c E -- � --
�1 w
_ .. –
S r � r„ ur E E - -- E_
GRAVEL BAG CHECK —: – E - -- 1, O
i STABILIZED CONSTRUCTI0�1 E – — E _ ,� J
PAM PER DETAIL ENTRANCE PER — – E'\— — E OHE
iTHIS� ET DETAIL THIS SHEET '., t ,,, t,. E'' , E E -- -- E E f+ of E E 2a sr� .l OyE
c. ' \
t
' lE
i
D4 i
—_ —;_' `
_—
9° 39' 35 E 570,34'
ty
It
EROSION CONTROL LEGEND
PROPOSED CONSTRUCTION TR -1
ENTRANCE PER DETAIL A
GRAVEL BAGS PER DETAIL B SE4, SE -6, SE -10
SILT FENCE PER DETAIL C SE -1 n n n
FIRER ROLL PER DETAIL E SC -5 - -- — FR
LIMIT OF WORK W W
HYDROSEEDING SS4 + + + + + +
CHANGE NO.
3" TO 6" COARSEAGGREGI
EXISTING GROUND
16'M/N.
PLAN '
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCEAND PUBLIC RIGHT -OF- WAY
"LESSER DISTANCEALLOWED WITH CITY INSPECTOR APPROVAL
t.
RUNOFF
GAr BETWEEN BAGS
ACTS AS SPILLWAY
DETAIL A: CONSTRUCTION ENTRANCE
NOT TO SCALE
DESCRIPTION APPROVED DATE BENCHMARK
DESCRIPTION: ENC -39; 2.5" BRASS DISC
LOCATION: NW QUADRANT BIRMINGHAM DR
AND LAKE DRIVE
RECORD FROM: ROS 18416
ELEVATION: 323.98'
DATUM: NAVD88
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
EROSION CONTROL PLAN
SCALE: 1 If = 10'
DETAIL B: GRAVEL BAGS
NOT TO SCALE
SCALE ASS - BUILT APPROVALS
HORIZONTAL: NIA °A �–' ` PUBLIC WOR'
TYLM G LAWSON DATE PLANNING
VERTICAL N!A_
REVIEWER
CHRISTOPHER MAG(0SKU DATE M001=17nc
1. SET POSTS AND EXCAVATE A
4BY4IN(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.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
WIRE _
ADJACENT PROPERTY DISTURBANCE NOTE
ALL OF THE WORK PROPOSED ON THIS PLAN IS EIITIRELY WITHIN THE APPLICANT'S
PROPERTY IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A
RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE
ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY
PRIOR TO START OF ANY SUCH WORK ANY DISTURBANCE ON THE ADJACENT
PRIVATE PROPERTY THAT HAS NOT BEEN AUTHORIZED IN WRITING AND SUBMITTED
TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT
UNTIL THE REQUIRED PERMISSION IS OBTAINED.
ADDITIONAL NOTES
1, EROSION CONTROL MEASURES (E.G. „JNDED FIBER MATRIX, VEGETATIVE
JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREIZNI SUIL
EROSION ON SITE SEDIMENT CONTROL MEASURES (E.G. SILT FEN(',1NG, .'-,BER
ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM
LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO
ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO
WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETz- OR STUCCO
WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARC )US MATERIALS,
PLACEMENT OF PORTABLE TOILERS OVER A PERVIOUS SURFACE.
2 NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS,
SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND FLATWORK.
HYDROSEED NOTES
1. IT IS THE INTENT THAT THE HYDROSEED MIX BE APPLIED NO
SOONER THAN JUST BEFORE THE FIRST RAIN IN OCTOBER AND NO
LATER THAN JUST AFTER THE SECOND RAIN AFTER THE FIRST
RAIN IN OCTOBER.
2 ALL DISTURBED SLOPES TO BE HYDROSEEDED UNLESS OTHERWISE
NOTED.
DESIL TING BASIN NOTE
BIOFILTRATION BASIN SHALL BE EXCAVATED AND USED AS DESILTING
BASIN DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY
REMOVED AND THE BIORLTRAT ON BASIN COMPLETED ONCE FINAL
SITE STABILIZATION IS ACHIEVED.
DETAIL C: SILT FENCE GRAPHIC SCALE I"=10'
NOT TO SCALE
10 0 10 20 30
INT. DATE PLANS PREPARED UNDER SUPERVISION OF
A/A DATE: 1/ j Cq
/�— R.C.E. NO.: 80356
E SI L TYLER G LAWSON
/)iYf 4 L L R EXP.: 12/31/18
G
No. 80356
Exp. 12/31/18
iy
& ASSOCIATES
'IL ENGINEERING + LAND PLANNING + LAND SURVEYING
I North Highway 101, Ste A. Solana Beach, CA 92075
858.259.8212 1 & 858.259.4,ic i plaaengineering.com
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
RE OMMENDED: APPROVED: SIMPLIFIED GRADING PLAN FOR:
C�F�i/i/fw,;rlm1A4 1906 CREST DRIVE
LS OWENS CHRIS PHER L. MAA )OSKU APN: 262 -04 i -24 -00
3
DATE ` DATE PLANNING CASE NO: 16 -185 CDP
FbC, 1. ► ►•
13419 -Sv
SHEET 3 OF 3
PLSA 2601 -01
X11
LO
r
N
N
U
~Q M 00
Uza
O -i N tq
QOto
06
r. w
�t
�An N
W O �
yS rn
J S N
O =C
0z 00
LO
aLOa