2016-13161 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 "GEOTECHNICAL INVESTIGATION- PROPOSED RESIDENTIAL
DEVELOPMENT, 842 ARDEN DRIVE, ENCINITAS, CA 92024" PREPARED BY SMS GEOTECHNICAL
SOLUTIONS, INC DATED 10/10116, PROJECT #GI -16- 09-134 SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND
SPECIFICATIONS CONTAINED IN SAID REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL
ENGINEER OR A LICENSED LAND SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE- CONSTRUCTION MEETING SHALL BE
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL
BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 13161 -G HAS BEEN PERFORMED IN
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE
ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE
FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 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 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 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 STEWART TUNSON, QUEST BUILDING
CONTRACTORS AT (888) 519-0230,24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN
CIRCUMSTANCES WHICH MAY ARISE.
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.
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 AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPIIMP 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 FACILITY
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 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
R
SYSTEM, NOT TO PLANTERS OR THE STORM, DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
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 THE ACCURACY 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, I.E., 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 BY SAN 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 OWNER'S 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 THEY ARE 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 PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
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 SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL
PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE 'PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL
PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR
EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL
GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.
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 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 S HALL BE
AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM
SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND
ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS.
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND
CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO
ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE
SITE.
PORTABLE TOILETS MUST BE 1N GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION OWSTORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION,
FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - CSD - (760) -633 -2770
B. GAS & ELECTRIC - SDGE - (760) -438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800- 227 -2600
D. TELEPHONE - SEC 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.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3,295 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 5,807 SQFT
INCREASE IN IMPERVIOUS AREA: 2,512 SQFT
IMPERVIOUS AREA,REPLACED: 1,496 SQFT
OWNER
CHRIS & LISA MARTIN
842 ARDEN DRIVE
ENCINITAS, CA 92024
760 -815 -9999
0
C�
SITE ADDRESS n
842 ARDEN DRIVE O
ENCINITAS, CA 92024 n
APN: 258 - 232 -30 -00 y
LEGAL DESCRIPTION
THE NORTH HALF OF LOT 5, BLOCK "H" OF ENCINITAS
HIGHLANDS, IN THE COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2141, FILED
IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY, DECEMBER 4, 1928
OWNER'S CERTIFICATE
I (WE) HEREBY CERTI THAT REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BE I L BE RETAINED TO SUPERVISE OVER ALL
GRADING ACTIVITY D SE ON THE COMPACTION AND STABILITY OF
THE SITE.
SIGNATURE: DATE:
C" HER FOREST MARTIN / ,
SIGNATURE: DATE: L
LISA LAUDERDALE MARTIN
4�iTI �-i � �[�31: I x�:iEY•l�iil� C��
I, MEHDI S. SHARIAT 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 10/1012016. 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, I HAVE REVIEWED THESE GRADING PLANS
AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
INCORPORATED IN THE GRA✓ WQ PLAU&ALIJD SR&QWCATIONS.
ill/ fpm" rmm_7 llmmmm_� .�
RCE NO.: 'NjCi% 1MI L 41
EXP. DATE: foe
JOB #: GI -16 -09 -134
SMS GEOTECHNICAL SOLUTIONS INC.
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5931 SEA LION PLACE
SUITE 109
CARLSBAD, CA 92010
(760) 602 -7815
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE
ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER
CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY
THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS
THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
INJURY ARISING 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 ORK PERFO D BY THE ENGINEER.
"/ _�� . -
SIGNATURE:
JOHN
JOHN MAJOCHA, PE
1784 MEDINAH ROAD
SAN MARCOS, CA 92069
(760)707 -4972
RCE EXPIRES 9/30/17
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 10 H: 1 V
MAXIMUM VERTICAL DEPTH OF CUT = +/ -5'
MAXIMUM VERTICAL DEPTH OF FILL = +/ -2.5'
DATE: 12(7116
CUT = 153 C.Y. FILL = 108 C.Y.
EXPORT = 45 C.Y.
REMEDIAL = 84 C.Y. (1' REMOVAL AND RECOMPACTION UNDER THE BOTTOM OF THE DEEPEST FOOTING AND
5' OUTSIDE OF BUILDING AREAS)
BMP PROJECT STATUS
STANDARD
FIELD OPERATIONS I PLANNING AND BUILDING I PARKS AND RECREATION ISAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT'
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS -BUILT
"t "`'NtU
L Y:
DATE
by:
` "t`
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
N
DATE
7LM
LM
JL
SIGN / DATE
I DATE
SIGN
DATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS -BUILT
"t "`'NtU
L Y:
""H""" �Y:
by:
` "t`
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
JLM
7LM
LM
JL
- Isof Lf
C
- 0'1
CITY OF ENCINITAS SURVEY CONTROL STATION NO.1032
DESCRIPTION: FD. 2" SD ENG. DEPT. BRASS DISC
LOCATION: SET IN TOP OF CURB EAST SIDE OF VULCAN
AVENUE, 200 FEET NORTH OF E STREET
RECORD FROM: ROB 18416
ELEVATION: 92.OD
DATUM: NAVO86
HORIZONTAL: N/A
VERTICAL: N/A
// /� /) �i G%
C'
/ jy (m/q
PLANS PREPARED UNDER SUPERVISION OF
DATE: 12/7/16
R.C.E. NO.: C 81240
JOHN MAJOC EXP.: 9/30!17
RECOMMEND W: �.JQ0 APPROVED:
r^
"AA e: '
MASIH MAHER EDWARD W. DEANS, II
�+
�/ I n I_ 40 (�
DATE DATE
GRADING PLAN FOR: 842 ARDEN DRIVE
p
CHRIS Dc LISA MARTIN
258 - 232 -30 -00
PLANNING CASE NO: 16 -208 CDP
//''�
13161 -V
JOHN M CHA DATE
L
9/'1 //� qq
EVIEWER INSPECTOR
l -10't�
EN OR NGINEER
SHEET 1 OF 3
Is
m
m
uj Q N
m
Q Ir U
uS cq
Oz
Om
Qo�0
�
xdzo
m
O - (D cov
LOT 15
MAP 2141
;n
II
6' EASEMENT FOR POLE, WIRES, AND
ANCHORAGE FOR THE TRANSMISSION AND
DISTRIBUTION OF ELECTRICITY AND
INCIDENTAL PURPOSES PER DOC. REC.
02/17/1931 IN BK. 1866, PG. 147 O.R
BLOCK WALL WITH WOOD
" PVC
716 137.85 FG 136.57 TW i ; _' ° �MVCH E . MATCH EX a c
135.74 FG -N I 7 137 0 G L
FS• °> CH IX 7.
�;. 7° 13
:7
�' �,� 3 `� ❑ 137. �
13
7.
o 60
.c
7:58 V .f 137.66 137
136.57 TW Z ! FS F,
135.74 FG C` 7.00% 13
1 EG 2 F 7 L /�i�11 ( 13 6 1
C, ' p 0.50% ..13
,.� 135.74 s_. 137.92 TW 1 7.92 . J37.9i
yr FL �_. 135.74. FG ? Fs T
LOT 16
MAP 2141 9
137 91 FS
136 6t FG ,
136 26
�5 o
6
2• POOL
?,AL%o 'RL1CaCt3ERN\
c r, fa- 3TL/3T1•j wRLL.
88..06
C
S�
137.90 eFIB
f
21" E 144.75'
21
FF= 140.54
1.0%
PROPERTY CORNER MONUMENTS (KEYNOTE 12)
MONUMENT
DESCRIPTION
A
FOUND 3/4" IRON PIPE, PLASTIC PLUG STAMPED
"IS 3168" LOCATED WESTERLY OF CORNER 0.23'
B
FOUND 3/4" IRON PIPE, TAGGED "RE 1604"
C
NO MONUMENT FOUND
D
FOUND 3/4" IRON PIPE, PLASTIC PLUG STAMPED
"IS 3168" LOCATED WESTERLY OF CORNER 0.32'
CONCRETE
STAIRS
BUILDING FINISH
FF= 141.04
LOT 6
MAP 2141
7� ¢
i
'L
FF= 141.54
EXISTING
RESIDENCE
2 -STORY I
SINGLE FAMILY RESIDENCE
„ r, (FF VARIES)
2 -CAR GARAGE
FF= 141.04 1,
PAD= 140.37-
f41:4N A
`q
#ten gar
EX FF= 141.54 /E 6
FF= 141.04 141.54 FF= 141.54 SEWER CLEAN OUT g
FS 1 G { 140,
141.50 FS
54 I FG 14030 F6
SOUTH HALF R01t1 J
LOT 5
MAP 2141
apt.
RAISED FOUNDA
R DIINGLEINISH
FF= 141.54
�tE>i &cA Afie
EXISTING
RESIDENCE
CONCRETE
PORCH
�
a
3
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(143.40) FG
ING GRADE
CONCRETE �...
STAIRS
PROPOSED
f
CONCRETE WALK /Po
NOMIii EE
� / \�Q�/\ \1i� \Q� \Q\�/\ \l _
® 1/��0P � \lO//N� \,/Oi�\, �I/iiOZ / //K \!/ . rjpfOPO, ✓ /j/j O✓/j � J/ //fOj�/ j 7�Ip� 09 ?/�\.>�II�II II =II .U11 7I�IIP�- = II u1�u ]I=
I.0 1l I 1 7�
- --- ------ 1I-1f= c7-11 1- 1117t= -f1 �111 1 �1�1II. � � \��\O O ✓_ ✓J // •
J ✓ ✓ /II I ® { •' • •
11 I�i�i • • • t
s c � //�,/.,�� III n�11E= I�nE! IlEeal�lhn .1111 Q,�, . • . -
♦ \ ♦ • O�\�� /\r ti ti .ti �+r.Y,u<�!�•e!r<s!Y�-!Y Opp 1 - - •' -
\
� / \>1�c0\✓ /I Y r`" G" r`' s7 r" r`" rY G" • -rte .�/i0
/I //. • rte• rte• r�rYr"r= . "'A //
• • •
6*X16A PCC FLUSH CURB
APPROVED PERVIOUS
1
-• • •
..
o w 143.07 FL
a
I =1 (143.11) FS
IRDEN
PERVIOUS
PAVERS
SEE DETAIL
ON THIS PAGE)
1=
4
14348
I-
DETAIL A
KEYNOTES
Lllj
PERVIOUS PAVERS (AQUA -BRIC BY ORCO OR EQUIVALENT -
138.70 E FS
VE1114fi.59
\ \♦pp ♦. r-rrs
\i LASSIIBASE
VEGETATED SWALE
14,54
DRIVEWAY
\i /�,`p °i` .':i3ii►�irrrrr�rs.r �i,�i / \ /�i /�i',
FS
;l`
*'ENGINEERED SOIL "LAYER SHALL BE MINIMUM 6" DEEP 'SANDY LOAM "SOIL MIX WITH
R/M
SEE DETAIL BELOW)
• ELEVATION
❑1
5" CONCRETE
EG
1
MIN. 6- THICK OF 3eer
.56 1E
as
2
❑
TRENCH DRAIN WITH TRAFFIC RATED GRATE
NOTES:
EXISTING CONTOUR
-ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.)
-THE PAVERS SHALL NOT BE SEALE• ONCE THE VOID FILLER HAS BEEN ADDED
FG
FINISH GRADE
20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL.
pm PWN
®
5' WOODEN FENCE AND SLIDING GATE
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE
FS
FINISH SURFACE
3
SWALE SHALL BE PLANTED WITH
DEPTH PER
••D FENCE
FIL
FLOW
PROPOSED GRADE AND BLOCK
I
(SEE TABLE ON THIS PAGE)
ADEQUATE GROUNDCOVER OR TURF.
GRADING
®
5' WOODEN FENCE AND PEDESTRIAN GATE
EXISTING GRADE
••: I
o
PLANTS THAT ARE NOT PRONE TO
PLAN
NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK
BLOCKING THE DRAINAGE FLOW MAY
�5
EXISTING 1.75' MASONRY WALL
AC
ALSO BE PLANTED ON SIDE SLOPES.
DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED
w
2
r4'
®
POOL AND SPA BY SEPARATE PERMIT
BY THE DIRECTOR OF ENGINEERING SERVICES.
13
REMOVE EXISTING HEDGES
TURF AREA
(� C
143+3
a
'' NOTE: NO FILTER FABRIC IS TO BE USED IN THIS SECTION.
14
DISTRICT TO UPGRADE EXISTING 5/8" WATER METER TO DUAL METER
141.47
7
_
®
3' CONCRETE PLANTER WALL
EG 143.53
Lo
141,5
5.
432
a' 1
6" CLEANOUT EG
DETAIL B
�9
CONCRETE THICKENED EDGE AT POOL DECK (VARYING HEIGHT PER PLAN)
141.00 14j. 28
14331
>
138.60JM
rFl 2 B
VEGETATED SWALE PER DETAIL A
41.03 TG
X8:87
10
10'x20' TEMPORARY CONSTRUCTION TRAILER AND LAYDOWN AREA
o
EX FF= 141.54 /E 6
FF= 141.04 141.54 FF= 141.54 SEWER CLEAN OUT g
FS 1 G { 140,
141.50 FS
54 I FG 14030 F6
SOUTH HALF R01t1 J
LOT 5
MAP 2141
apt.
RAISED FOUNDA
R DIINGLEINISH
FF= 141.54
�tE>i &cA Afie
EXISTING
RESIDENCE
CONCRETE
PORCH
�
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(143.40) FG
ING GRADE
CONCRETE �...
STAIRS
PROPOSED
f
CONCRETE WALK /Po
NOMIii EE
� / \�Q�/\ \1i� \Q� \Q\�/\ \l _
® 1/��0P � \lO//N� \,/Oi�\, �I/iiOZ / //K \!/ . rjpfOPO, ✓ /j/j O✓/j � J/ //fOj�/ j 7�Ip� 09 ?/�\.>�II�II II =II .U11 7I�IIP�- = II u1�u ]I=
I.0 1l I 1 7�
- --- ------ 1I-1f= c7-11 1- 1117t= -f1 �111 1 �1�1II. � � \��\O O ✓_ ✓J // •
J ✓ ✓ /II I ® { •' • •
11 I�i�i • • • t
s c � //�,/.,�� III n�11E= I�nE! IlEeal�lhn .1111 Q,�, . • . -
♦ \ ♦ • O�\�� /\r ti ti .ti �+r.Y,u<�!�•e!r<s!Y�-!Y Opp 1 - - •' -
\
� / \>1�c0\✓ /I Y r`" G" r`' s7 r" r`" rY G" • -rte .�/i0
/I //. • rte• rte• r�rYr"r= . "'A //
• • •
6*X16A PCC FLUSH CURB
APPROVED PERVIOUS
1
-• • •
..
o w 143.07 FL
a
I =1 (143.11) FS
IRDEN
PERVIOUS
PAVERS
SEE DETAIL
ON THIS PAGE)
1=
4
14348
I-
03:
Lllj
PERVIOUS PAVERS (AQUA -BRIC BY ORCO OR EQUIVALENT -
138.70 E FS
\ \♦pp ♦. r-rrs
\i LASSIIBASE
FS
14,54
\i /�,`p °i` .':i3ii►�irrrrr�rs.r �i,�i / \ /�i /�i',
FS
;l`
*'ENGINEERED SOIL "LAYER SHALL BE MINIMUM 6" DEEP 'SANDY LOAM "SOIL MIX WITH
/.
CHOKER COURSE 4* THICK OF %�� /i�OG�� /ice /ii\ \iii /OV�� /p'O'Q �� r=r r r r_r • y ;OO�j\�j
p\///\/` �i\\ O�ii�ii� /✓\�i /i�/`3 / \\'� /
SEE DETAIL BELOW)
• ELEVATION
• • . iii/` p�// �p\ p�0\ p\ \ \ \\pp;pv�
�6"i Pi FLUSH CURB
EG
1
MIN. 6- THICK OF 3eer
_139-
as
SOIL SUBGRADE • ROCK
NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND,
NOTES:
EXISTING CONTOUR
-ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.)
-THE PAVERS SHALL NOT BE SEALE• ONCE THE VOID FILLER HAS BEEN ADDED
FG
FINISH GRADE
20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL.
12
PROTECT EXISTING PROPERTY CORNER MONUMENTS IN PLACE
pk
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE
FS
FINISH SURFACE
�.
FINISH ••-
••D FENCE
FIL
FLOW
PROPOSED GRADE AND BLOCK
I
(SEE TABLE ON THIS PAGE)
ate'
• FOUNDATION z
EG
EXISTING GRADE
••: I
o
NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK
AC
DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED
r4'
BY THE DIRECTOR OF ENGINEERING SERVICES.
13
REMOVE EXISTING HEDGES
(� C
143+3
'' NOTE: NO FILTER FABRIC IS TO BE USED IN THIS SECTION.
14
DISTRICT TO UPGRADE EXISTING 5/8" WATER METER TO DUAL METER
7
PER WAS WS -09 AT OWNER'S EXPENSE
141,5
5.
432
a' 1
DETAIL B
✓
14331
>
BIORETENTION PLANTER STRIP
15
VEGETATED SWALE PER DETAIL A
41.03 TG
X8:87
o
WITH WELL DRAINED SOIL
PROTECT EXISTING SHED
C114F
l 3fi
w
PROPERTY DEEP ROOTED, DENSE, DROUGHT
1 .:
,'
as
v
¢
g LINE
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
17
PROTECT EXISTING AVOCADO TREE
EX FF= 141.54 /E 6
FF= 141.04 141.54 FF= 141.54 SEWER CLEAN OUT g
FS 1 G { 140,
141.50 FS
54 I FG 14030 F6
SOUTH HALF R01t1 J
LOT 5
MAP 2141
apt.
RAISED FOUNDA
R DIINGLEINISH
FF= 141.54
�tE>i &cA Afie
EXISTING
RESIDENCE
CONCRETE
PORCH
�
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(143.40) FG
ING GRADE
CONCRETE �...
STAIRS
PROPOSED
f
CONCRETE WALK /Po
NOMIii EE
� / \�Q�/\ \1i� \Q� \Q\�/\ \l _
® 1/��0P � \lO//N� \,/Oi�\, �I/iiOZ / //K \!/ . rjpfOPO, ✓ /j/j O✓/j � J/ //fOj�/ j 7�Ip� 09 ?/�\.>�II�II II =II .U11 7I�IIP�- = II u1�u ]I=
I.0 1l I 1 7�
- --- ------ 1I-1f= c7-11 1- 1117t= -f1 �111 1 �1�1II. � � \��\O O ✓_ ✓J // •
J ✓ ✓ /II I ® { •' • •
11 I�i�i • • • t
s c � //�,/.,�� III n�11E= I�nE! IlEeal�lhn .1111 Q,�, . • . -
♦ \ ♦ • O�\�� /\r ti ti .ti �+r.Y,u<�!�•e!r<s!Y�-!Y Opp 1 - - •' -
\
� / \>1�c0\✓ /I Y r`" G" r`' s7 r" r`" rY G" • -rte .�/i0
/I //. • rte• rte• r�rYr"r= . "'A //
• • •
6*X16A PCC FLUSH CURB
APPROVED PERVIOUS
1
-• • •
..
o w 143.07 FL
a
I =1 (143.11) FS
IRDEN
PERVIOUS
PAVERS
SEE DETAIL
ON THIS PAGE)
1=
vV v ECK _ - ° a FF= 141.54 PROPERTY CORNER MONUMENT
_, o BUILDING FINISH F "LOOR o
Li al FF= 141.04 0- LANDSCAPE SEGMENTAL BLOCK WALL
J w THICKENED EDGE a RESADENCE
I u_ EXISTING GRADE
AT CONCRETE € �? ( *BMP AREA NOT TO BE PAVED OR ALTERED WITHOUT A CITY PERMIT
a " EXISTING GRA E ovESS/0
_.. BIORETENT10 � �• Mq <�
PLANTER STRIP 1 VEGETATED SWALE SaR o� tic
O CONCRETE WALK /PAVERS , o z 2
_
SECTION B-B CONCRETE WALK /PAVERS SEC ION A -A �� 10 20' xp. %aul I, a
. 10, V 1 11=21 1 " =10r #STgT C(V1� p��*
1 � 3 1 a VEGETA ED SWALE u. AI 11 -1 OI \ 1. 111_ 1 NORTH FOFCA0
H: �/
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
• O L'r -( CITY OF ENCINITAS SURVEY CONTROL STATION NO, 1032 PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR: 84,2 ARDEN DRIVE
n /n/ RECOMMEND J�U APPROVED: Q
DESCRIPTION: IN 2" SD F CU DEPT. BRASS DISC HORIZONTAL. 1" - 10' %�! `l 7 DATE: 12/7/16 ,1 ^ „� CHRIS $ LISA MARTIN 13161 -C7
LOCATION: SET IN TOP OF CURB EAST SIDE OF VULCAN JOHN MAJ HA DATE .A1lsLHG'--- °°°��� ---
AVENUE, 200 FEET NORTH OF E STREET VERTICAL: 1" = 2' • - R.G.E. NO.: C 81240 MASIH MAHER EDWARD W. DEA E, II 258- 232 -30 -00
RECORD FROM: ROS 18416 •�
ELEVATION: D88 R IEWER I SPECTOR MI R ENGINEER JOHN MAJOC - DATE I / A DATE ZO r I PLANNING CASE NO: 16 -208 CDP SHEET 2 OF 3
onruM: NAVO83 EXP.: 9!30!17
J
A
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FLOW LINE TO THE PROPERTY LINE
(*SEE NOTE BELOW)
ipp /jpi r.'r • EXISTING ASPHALT
\ \♦pp ♦. r-rrs
\i LASSIIBASE
PROPOSED GRADE ELEVA
\i /�,`p °i` .':i3ii►�irrrrr�rs.r �i,�i / \ /�i /�i',
FS
/.
CHOKER COURSE 4* THICK OF %�� /i�OG�� /ice /ii\ \iii /OV�� /p'O'Q �� r=r r r r_r • y ;OO�j\�j
p\///\/` �i\\ O�ii�ii� /✓\�i /i�/`3 / \\'� /
• ELEVATION
• • . iii/` p�// �p\ p�0\ p\ \ \ \\pp;pv�
�6"i Pi FLUSH CURB
EG
1
MIN. 6- THICK OF 3eer
_139-
PROPOSED CONTOUR
SOIL SUBGRADE • ROCK
NOTES:
EXISTING CONTOUR
-ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.)
-THE PAVERS SHALL NOT BE SEALE• ONCE THE VOID FILLER HAS BEEN ADDED
FG
FINISH GRADE
COURSE « RY COMPACTED BEFORE
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE
FS
FINISH SURFACE
FF
FINISH ••-
••D FENCE
FIL
FLOW
PROPOSED GRADE AND BLOCK
I
• FOUNDATION z
EG
EXISTING GRADE
••: I
vV v ECK _ - ° a FF= 141.54 PROPERTY CORNER MONUMENT
_, o BUILDING FINISH F "LOOR o
Li al FF= 141.04 0- LANDSCAPE SEGMENTAL BLOCK WALL
J w THICKENED EDGE a RESADENCE
I u_ EXISTING GRADE
AT CONCRETE € �? ( *BMP AREA NOT TO BE PAVED OR ALTERED WITHOUT A CITY PERMIT
a " EXISTING GRA E ovESS/0
_.. BIORETENT10 � �• Mq <�
PLANTER STRIP 1 VEGETATED SWALE SaR o� tic
O CONCRETE WALK /PAVERS , o z 2
_
SECTION B-B CONCRETE WALK /PAVERS SEC ION A -A �� 10 20' xp. %aul I, a
. 10, V 1 11=21 1 " =10r #STgT C(V1� p��*
1 � 3 1 a VEGETA ED SWALE u. AI 11 -1 OI \ 1. 111_ 1 NORTH FOFCA0
H: �/
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
• O L'r -( CITY OF ENCINITAS SURVEY CONTROL STATION NO, 1032 PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR: 84,2 ARDEN DRIVE
n /n/ RECOMMEND J�U APPROVED: Q
DESCRIPTION: IN 2" SD F CU DEPT. BRASS DISC HORIZONTAL. 1" - 10' %�! `l 7 DATE: 12/7/16 ,1 ^ „� CHRIS $ LISA MARTIN 13161 -C7
LOCATION: SET IN TOP OF CURB EAST SIDE OF VULCAN JOHN MAJ HA DATE .A1lsLHG'--- °°°��� ---
AVENUE, 200 FEET NORTH OF E STREET VERTICAL: 1" = 2' • - R.G.E. NO.: C 81240 MASIH MAHER EDWARD W. DEA E, II 258- 232 -30 -00
RECORD FROM: ROS 18416 •�
ELEVATION: D88 R IEWER I SPECTOR MI R ENGINEER JOHN MAJOC - DATE I / A DATE ZO r I PLANNING CASE NO: 16 -208 CDP SHEET 2 OF 3
onruM: NAVO83 EXP.: 9!30!17
J
A
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MAP 2141
LOT 16
MAP 214
Earth Dikes and Drainage Swales EC -9 Fiber Rolls SE -5 Stabilized Construction Entrance /Exit TC -1
y
Stabilizing cover,
24 when needed.
Min mote:
Install fiber roll
along o level contour.
Compacted fill Natural ground line .v „d4r''r Ijl y 9
FVo>_ y o, Crushed aggregate greater than 3”
F ly_ ,err' - iir y y y but smaller than 5"
�•— — _ — — � _ .T: W y
/ - mo+ - Filter fabric
y Fiber rolls
9 1 , V) slope o Q �� grade
—IIr- or Hotter y y m °' ;, " %�; j
-„ _ ��� „�' 12 Min, unless otherwise
y
TYPICAL DRAINAGE SWALE '; %,'4; i''IJ y specified by o soils engineer
NOT TO SCALE
Vertical spacing SECTION B —B
measured along the NTS
NOTES: face of the slope
varies between % Install a fiber roll near
1. Stabilize inlet, outlets and slopes. 10' and 20' slope where it transitions
2. Properly compact the subgrode. into a steeper slope NOTE:
04 Construct sediment barrier
°
c I and channelize runoff to
In
o sediment trapping in device
TYPICAL FIBER ROLL INSTALLATION o-
r
g0 B
T. s, /
24” Stabilizing cover,
when needed
Min
Compacted fill Strip
i FIO N _
_
Natural ground line
TYPICAL EARTH DIKE_
NOT TO SCALE
.1 o
EL
N
� o
So 80p wm� o%p° °
Fiber rail
8" min 0 a gk° Oo Uo 0 0
w r Temporary pipe culvert La
as needed
' 3/4" x 3 /h"
�-- wood stakes
max 4'
spacing
ENTRENCHMENT DETAIL
IN . s.
50' Min
or four times the circumference
of the largest construction vehicle tire,
Match whichever is greater
Existing
Grade PLAN
NTS
Width as
required to
accomodate
an licit oted
traffic
3
U
a•
U%
Q
A
N
Q
W
3
3t
0
vl
Q
N
h
-r
z
LEGEND
N.T.S.
STABILIZED CONSTRUCTION ENTRANCE PER TC -1
> DRAINAGE SWALES PER EC -9
- o - o - o - o - FIBER ROLLS PER SE -5
KEYNOTES
F1 FIBER ROLLS PER SE -5
DRAINAGE SWALES PER EC -9
73 STABILIZED CONSTRUCTION ENTRANCE PER TC -1
® DESILTING BASIN (SEE NOTE 2 BELOW)
NOTES
1. ALL SOIL EROSION AND SEDIMENT CONTROL
APPURTENANCES SHALL BE INSTALLED PER CASQA
BMP STANDARDS.
2. BIORETENTION BASINS SHALL BE EXCAVATED AND
USED AS DESILTING 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 INSPECTION.
NORTH
0' lot 20'
111=101
EROSION CONTROL PLAN
'IlIVI 81240
Exp. 9/30/17
-D
V\
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS -BUILT
"t "`' "�" tSY:
""x ° " ":
` "t` "t" �> :
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
JL
L
JLM
LIV
•/�V �.
pQ
-t-
[0 -(rl
CITY OF ENCINITAS SURVEY CONTROL STATION NO. 1032
DESCRIPTION: FD. 2" SD ENG. DEPT. BRASS DISC
LOCATION: SET IN TOP OF CURB EAST SIDE OF VULCAN
AVENUE, 200 FEET NORTH OF E STREET
ELEVATION: ON: 922..000S 18416
DATUM: NAVD88
HORIZONTAL: 1° = 10'
VERTICAL: N/A
/9// n
/ ( "/
PLANS PREPARED UNDER SUPERVISION OF
DATE: 12/7!16
• R.C.E. NO.: C 81240
JOHN MAJOC EXP.: 9130!17
O
RECOMMENDED: APPROVE �
^� _ „ _/
'r— ��'
MASIH MAHER EDWARD W. DEANE, II
4. ZO, I-7
DATE !s DATE !
GRADING PLAN FOR:
842 ARDEN DRIVE
CHRIS &LISA MARTIN
258- 232 -30 -00
PLANNING CASE NO: 16 -208 CDP
13161 -G
'As
JOHN M CHA DATE
4
EVIEWER
IN PEC�OR
y -
SENIOR ENGINEER
SHEET 3 OF 3
m
m
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C6 4
OZ 0 d%
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S Z o
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