2016-13004 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO
DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN
APPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION PREPARED BY
COAST GEOTFCHNICAL DATED 08 -03 -2016 PROJECT# P- 607313 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.
S. 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 13004 -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 T-0 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.
CH
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MADELYN J. CHABER
AT 510 - 508 -6354 , 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 1N 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.
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 - ESD - 811
B. GAS & ELECTRIC - SDGE - 811
C. WATER - S.D.W.D. - 811
D. TELEPHONE - SBC BELL - 811
E. CABLE TV - COX COMMUNICATIONS - 811
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.
I
I, VITHAYA SINGHANET A REGISTERED C
CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY T
THAT A SAMPLING
AND STUDY OF THE SOIL CONDITIONS P
PREVALENT WITHIN THIS SITE WAS MADE B
BY ME OR UNDER
MY DIRECTION ON -! •4/' Z- 7 A
AND FOR AN UPDATE ON O
ONE
COMPLETE COPY OF THE OILS REPORT C
COMPILED FROM THIS STUDY, WITH MY R
RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE O
OF THE CITY ENGINEER. FURTHERMORE, I
I HAVE REVIEWED
THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN T
THE SOILS REPORT
FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
SIGNED: VLU�et
GE NO.: 782 2/v9
EXP. DATE: 12 -31 -17 9
9ROFESS /0
JOB #: P- 607313
A slNOy�
COMPANY: COAST GEOTECHNICAL w
w N
No. GE 782 2
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ADDRESS: P.O. BOX 2300163
*TC�OTECHN
ENCINITAS, CA 92023 *
PHONE: 858 - 755 -8622 q
qTF
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 OFFIC RS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR
BODILY INJURY ARISIN SOLELY F OM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE
ENGINEER AND HIS/H AGENTS 0 EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
AGENCY AND EMPLOY E T AND A I,NG OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNATURE: i DATE: �� 1
DOUr,E7AS E. LOGAN
row ROr c�a /ON COMPANY:RANCHO COASTAL ENGINEERING & SURVEYING INC. E qt ADDRESS: 310 VIA VERA CRUZ. #205 ° ko� �y PHONE NUMBER: 760 - 510 -3152 9a RCE EXPIRES: 12/31/2017 C 39726 i
NO. DESCRIPTION APPROVED ARECORD BENCHMARK
O DESCRIPTION: 2.5" BRASS DISC IN THE NE CORNER OF
DRAINAGF CURB INLET
LOCATION: EAST SIDE OF MANCHESTER AVE. 0.1 MILE SOUTH OF
INTERSECTION WITH EL CAMINO EAL.
FROM: CITY OF ENCINITAS ENC -38
SCALE
HORIZONTAL: N/A
VERTICAL: N/A
` OF CAI��V I
A
AS QUILT
,L E. LOGAN
10 -<<
'ECTOR I SENIOR ENGINEER
OWNER & PERMITTEE:
MADELYN J. CHABER
1386 TENNIS CLUB DRIVE
ENCINITAS, CA 92024
510 - 508 -6354
SITE LOCATION:
APN 262- 080 -17
1386 TENNIS CLUB DRIVE
ENCINITAS, CA 92024
LEGAL DESCRIPTION:
THE NORTHERLY 210.00 FEET OF THE SOUTHERLY 360.00 FEET OF
THE EASTERLY 210.00 FEET OF THE WESTERLY 920.00 FEET OF THE
SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 23,
TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND
MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO UNITED STATES GOVERNMENT SURVEY, APPROVED
APRIL 19, 1881.
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 ACTIVITY AND 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 OWNER OR
OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS,
OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR
CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR
INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE
PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE: DATE: .ZO
MADE N J CHABER
EARTHWORK
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 4 H: 1 V
MAXIMUM VERTICAL DEPTH OF CUT = 6 -FEET
MAXIMUM VERTICAL DEPTH OF FILL = 4-FEET
CUT = 400 C.Y. FILL = 300 C.Y.
EXPORT = 100 C.Y.
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 4.530 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 6.598 SQFT
INCREASE IN IMPERVIOUS AREA: 2.068 SQFT
IMPERVIOUS AREA REPLACED: 0 SQFT
RANCHO COASTAL
ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT.CONSULTANT
310, VIA VERA CRUZ, 42Q5
SAN MAR.COS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
FIELD OPERATIONS
;NEU. Y: UVM BY: CHECKED BY: ENGINEERING DI`
EL MW 'DEL
/PL S PREPAR UNDER SUPERVISION OF RECOMMENDED:
BATE:
R.C.E. N0. 39726 MASIH MAHER
ENGIN
4/%-7/
DOUGLAS E. LOGAN EXP. 12 -31 -17 DATE
SHEET INDEX
SHEET 1 COVER SHEET
SHEET 2 GRADING PLAN
SHEET 3 EROSION CONTROL PLAN & NOTES
PLANNING AND BUILDING
i
WORK TO BE DONE
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE
SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND
STANDARD DRAWINGS:
STANDARD SPECIFICATIONS
1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION
(2012 EDITION).
2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC
CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996
EDITION).
3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006.
STANDARD DRAWINGS
1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS - APRIL 2006.
2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006.
DESCRIPTION STD DWG SYMBOL
EXIST. LOT BOUNDARY ........... ............................... - -
EXIST. FENCE LINE ............... ............................... - ---------
r,
EXIST. CONTOURS ................ ............................... 190
EXIST. SEWER EASEMENT ........ ............................... - - - - -
EXIST. EDGE OF PAVEMENT ..... ............................... / h
EXIST. SEWER MAIN ............... ............................... S
EXIST. WATER MAIN ............... ............................... W
EXIST. SEWER LATERAL .......... ............................... -O
EXIST. WATER LATERAL .......... ............................... O
PROP. P.C.C. DRIVEWAY., . . . . . ... ... . . ... p o
PROP. CONTOURS._ 190
PROP. PAVER DRIVEWAY ......... ...............................
PROP. LIMITS OF GRADING ....... ............................... W W
EMERG. ACCESS ESMT ........... ............................... - - - - - -
ACCESS & UTILITY ESMT... ..............................
OPEN SPACE ESMT ............... ............................... ----- - - - - --
SANTA FE DR.
BERRYMAN
II
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VICINITY MAP
T.B. PG. 1167 -132
PARKS & RECREATION
SIGN DATE
O.M.W.D.
SITE
TENNIS CLUB
P
�G
�P
A
m
r-
0
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70
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BMP PROJECT STATUS
STANDARD PROJECT
ENCINITAS FIRE DEPARTMENT
DATE SIGN DATE SI N DATE SIGN DATE
SIG ATURE T EXPIRE 2 YEARS AFTER DATE SIGNED
3ION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DWG. N0.
APPROVED: GRADING & DRAINAGE PLAN FOR:
, f4 1386 TENNIS CLUB DRIVE, CA 92024 13004-G
EDWARD W. DEANE, It CASE NO. 14 -209 TPM /CDP
APN: 262 - 080 -17
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SHEET INDEX
SHEET 1 COVER SHEET
SHEET 2 GRADING PLAN
SHEET 3 EROSION CONTROL PLAN & NOTES
PLANNING AND BUILDING
i
WORK TO BE DONE
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE
SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND
STANDARD DRAWINGS:
STANDARD SPECIFICATIONS
1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION
(2012 EDITION).
2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC
CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996
EDITION).
3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006.
STANDARD DRAWINGS
1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS - APRIL 2006.
2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006.
DESCRIPTION STD DWG SYMBOL
EXIST. LOT BOUNDARY ........... ............................... - -
EXIST. FENCE LINE ............... ............................... - ---------
r,
EXIST. CONTOURS ................ ............................... 190
EXIST. SEWER EASEMENT ........ ............................... - - - - -
EXIST. EDGE OF PAVEMENT ..... ............................... / h
EXIST. SEWER MAIN ............... ............................... S
EXIST. WATER MAIN ............... ............................... W
EXIST. SEWER LATERAL .......... ............................... -O
EXIST. WATER LATERAL .......... ............................... O
PROP. P.C.C. DRIVEWAY., . . . . . ... ... . . ... p o
PROP. CONTOURS._ 190
PROP. PAVER DRIVEWAY ......... ...............................
PROP. LIMITS OF GRADING ....... ............................... W W
EMERG. ACCESS ESMT ........... ............................... - - - - - -
ACCESS & UTILITY ESMT... ..............................
OPEN SPACE ESMT ............... ............................... ----- - - - - --
SANTA FE DR.
BERRYMAN
II
N
VICINITY MAP
T.B. PG. 1167 -132
PARKS & RECREATION
SIGN DATE
O.M.W.D.
SITE
TENNIS CLUB
P
�G
�P
A
m
r-
0
D
z
0
70
m
D
r
BMP PROJECT STATUS
STANDARD PROJECT
ENCINITAS FIRE DEPARTMENT
DATE SIGN DATE SI N DATE SIGN DATE
SIG ATURE T EXPIRE 2 YEARS AFTER DATE SIGNED
3ION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DWG. N0.
APPROVED: GRADING & DRAINAGE PLAN FOR:
, f4 1386 TENNIS CLUB DRIVE, CA 92024 13004-G
EDWARD W. DEANE, It CASE NO. 14 -209 TPM /CDP
APN: 262 - 080 -17
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EXIST. SEWER LATERAL .......... ............................... -O
EXIST. WATER LATERAL .......... ............................... O
PROP. P.C.C. DRIVEWAY., . . . . . ... ... . . ... p o
PROP. CONTOURS._ 190
PROP. PAVER DRIVEWAY ......... ...............................
PROP. LIMITS OF GRADING ....... ............................... W W
EMERG. ACCESS ESMT ........... ............................... - - - - - -
ACCESS & UTILITY ESMT... ..............................
OPEN SPACE ESMT ............... ............................... ----- - - - - --
SANTA FE DR.
BERRYMAN
II
N
VICINITY MAP
T.B. PG. 1167 -132
PARKS & RECREATION
SIGN DATE
O.M.W.D.
SITE
TENNIS CLUB
P
�G
�P
A
m
r-
0
D
z
0
70
m
D
r
BMP PROJECT STATUS
STANDARD PROJECT
ENCINITAS FIRE DEPARTMENT
DATE SIGN DATE SI N DATE SIGN DATE
SIG ATURE T EXPIRE 2 YEARS AFTER DATE SIGNED
3ION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DWG. N0.
APPROVED: GRADING & DRAINAGE PLAN FOR:
, f4 1386 TENNIS CLUB DRIVE, CA 92024 13004-G
EDWARD W. DEANE, It CASE NO. 14 -209 TPM /CDP
APN: 262 - 080 -17
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PROP. P.C.C. DRIVEWAY., . . . . . ... ... . . ... p o
PROP. CONTOURS._ 190
PROP. PAVER DRIVEWAY ......... ...............................
PROP. LIMITS OF GRADING ....... ............................... W W
EMERG. ACCESS ESMT ........... ............................... - - - - - -
ACCESS & UTILITY ESMT... ..............................
OPEN SPACE ESMT ............... ............................... ----- - - - - --
SANTA FE DR.
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APPROVED: GRADING & DRAINAGE PLAN FOR:
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INTERSECTION WITH EL CAMINO REAL. VERTICAL:
RECORD FROM: CITY OF ENCINITAS ENC -38
ELEVATION: 37.52' DATUM: NAVD88
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APN: 262- 080 -15
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ESIGNED BY. DRA BY: CHECKED BY: �
OVED DATE BENCHMARK pAS -BUILT APPROVALS D DEL DEL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO. o
DESCRIPTION: 2.5" BRASS DISC IN THE NE CORNER OF INT. DATE P S PREPARE NDER SUPERVISION OF Q RECOMMENDED: APPROVED: GRADING & DRAINAGE PLAN FOR: Z
DRAINAGE CURB INLET PUBLIC WORKS "l R�� �/ Lv Ld
DATE: �2 1386 TENNIS CLUB DRIVE CA 92024 z
LOCATION:EAST SIDE OF MANCHESTER AVE. 0.1 MILE DO A DATE �� G 13 0 0 4 - G z
SOUTH OF INTERSECTION WITH EL CAMINO R PLANNING
RECORD FROM: clTV OF ENCINITAS ENC -38 l�'�'� -\ REVIEWER /p ENGINEE - R.C.E. N0. 39726 JESSE OWENS C STOPHER L. MAGDOSKU CASE N0. 14 -209 TPM /CDP z O
ELEVATION: 37.52' DATUM: NAVD88 - DATE INSPECTOR DOUGLAS E. LOGAN EXP. 12 -31 -19 DATE DATE J� 2a8 APN: 262 -080 -17 SHEET 2A OF 31
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R:\Projects\7199 - Chaber \7199 -CP02 -New Driveway.dwg 6/19/2018 1:54 PM
STORMWATER POLLUTION CONTROL BMP NOTES STORMWATER POLLUTION CONTROL POST EROSION CONTROL
RELATIVE TO CONSTRUCTION ACTIVITIES CONSTRUCTION BMP /IMP NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MADELYN J. CHABER
AT (510) 508 -6354 , 24 HOURS A DAY.
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT
CONCRETE WASHOUT FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL ALL TIMES DURING THE RAINY SEASON OCTOBER 1 TO APRIL 15 ALL NECESSARY
DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO ( )
• CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE MATERIALS SHALL BE STOCKPILED - ON SITE ON OCTOBER 1 AT CONVENIENT
TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, PUBLIC STORM DRAIN SYSTEM. LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY MEASURES WHEN RAIN IS IMMINENT.
RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER
POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
CONSTRUCTION SITE ACCESS APPROVAL OF THE ENGINEERING INSPECTOR.
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND FROM THE CITY.
INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING
AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF
AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM PRODUCING RAINFALL.
CONSTRUCTION VEHICLES THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE
• A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT AREAS. BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
EROSION CONTROL 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
• EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT DISCHARGES TO AN ADEQUATE IMP /BMP. ARE POTENTIALLY UNSAFE.
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE 7• ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
BONDED FIBER MATRIX. IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM SHALL BE INCORPORATED HEREON.
• NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN
ADEQUATE IMP /BMP. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE
• DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT
TEMPORARY EROSION CONTROL MEASURES. BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 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
• REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH
BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED RAINFALL.
COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
• TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT 8• ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED 1. SET POSTS AND EXCAVATE A
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE 4 BY 4 IN (10 BY 10 CM)
PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN TRENCH UPSLOPE FROM AND
IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN ALONG THE LINE OF POSTS.
• PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE
ACTIVITIES ARE COMPLETE. LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE
INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT
• WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF
STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM
ON —SITE CONSTRUCTION MATERIAL STORAGE CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE
• STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN
THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED 4 IN (10 CM)
ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT THROUGH A CITY - APPROVED HYDROCARBON FILTER AND 111 ihlll
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO
ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, 2. ATTACH THE FILTER FABRIC TO
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING THE WIRE FENCE AND EXTEND IT 3. BACKFILL AND COMPACT THE
STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. INTO THE TRENCH. EXCAVATED SOIL.
OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY -
SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
I� 1 FABRIC—
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• CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL II -III III —I --WIRE --
BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL �_ f j� IIIIIIIIIIIIIIIII111111 =111 III =III FT
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE __�� % Ll III -III
� _ I I 1 —III III —III �l III —I 1(-
PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT (I_jl'_ ' -III III 111- III -III -III=
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. - III =III
WASTE MANAGEMENT
• CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED 7' TO EXIST. F1 SILT FENCE DETAIL
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, NOT TO SCALE
WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 16' MIN. 3' 2'
• NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES DEEP ROOTED, DENSE, DROUGHT
SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. 2
DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN TOLERANT PLANTING SUITABLE
CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES FOR WELL DRAINED SOIL
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
ANY TRASH MATERIAL. 2 -3" THICK ROCK LINED
6" PROP. OVERFLOW SPILLWAY SET RETENTION AREA SHALL BE
• MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE MAX. 4" ABOVE SURFACE OF LEVEL AND DEPRESSED A
VEHICLE (
MAX. BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE ) 4" PONDING BASIN
RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR MINIMUM OF 6" FROM THE
DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS 2% 2 -3" HARDWOOD SURROUNDING GRADE.
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR —� MULCH
760 ) 436 -41 51.
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (
• POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING PERVIOUS PAVE - -�-I III IC= III III - -III III lli III -I! =III III - II III
24" MIN. ENGINEERED SOIL
_III lil- -III III __Ill III III III III - -III III —III III III III III *sEE NOTE BELOW
RECEPTACLES AROUND THE SITE. DRIVEWAY PER \ ( ;III III III = (_ =III =Ili III' Ill= _III III =III DETAIL 111 -
SHT. 2 \ II III —_III III =III III — III III III =III III III 111_111 Ill III -III_. ;%
• PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. = III =i=i �- III = III= =III= III = =� =.= III == III =III= III =III -- III =ICI =III -- /
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS �I =I1i= III i= III �III =III III -- �I� =11i -III III - III =i- III -��= III =. 2 -3" OF
AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. 3/8" GRAVEL
12" MIN. ° °
• ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND ** SEE NOTE / a a ° a ° ° a
STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY BELOW ° ° ° ° ° ° ° ° ° 3/4" CRUSHED 20 MIN. PUBLIC
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE / / /F ROCK RIGHT -OF -WAY
_
-I = 8" MIN. -11 =11 =1 I 1=
• FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS IMPERVIOUS LINER BIORETENTION BASIN f PROFlLE
PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
NOT TO SCALE
CHANGE NO.
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*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%
TOPSOIL.
* *3/4" CRUSHED ROCK LAYER SHALL BE A 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
BASED ON CITY OF ENCINITAS BMP DESIGN MANUAL CALCULATIONS.
DESCRIPTION APPROVED DATE BENCHMARK SCALE
— DESCRIPTION: 2.5" BRASS DISC IN THE NE CORNER OF
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