2015-12410 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 SOILS INVESTIGATION PROPOSED RESIDENTIAL ADDITION
PREPARED BY COAST GEOTECHNICAL DATED 05/18/15, JOB NO. P- 639415 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 12410 -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.
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
COMITTEE (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 EFFECT
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.
EARTHWORK
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 7 H: 1 V:
MAXIMUM VERTICAL DEPTH OF CUT = 1.0 -FT.
MAXIMUM VERTICAL DEPTH OF FILL = 1.0 -FT.
CUT = 100 C.Y. FILL = 100 C. Y.
EXPORT = 0 C. Y.
• NOTE: EARTHWORK QUANTITIES ARE THEORETICAL ONLY AND DO NOT
INCLUDE SPOILS, SHRINKAGE, OR SWELLING.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1.220 SOFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 1.300 SQFT
INCREASE IN IMPERVIOUS AREA: 80 SQFT
IMPERVIOUS AREA REPLACED: 262 SQFT
TOTAL AREA OF LAND DISTURBANCE
• 2,700 S.F. / 0.06 ACRES
LEGAL DESCRIPTION:
LOT 7 OF BLOCK "B" OF THE SUBDIVISION OF EAST BLOCK 8, EAST OF
THE CALIFORNIA SOUTHERN RAILROAD, IN THE CITY OF ENCINITAS,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, MADE BY STURGES AND
RATTEN, ACCORDING TO MAP THEREOF NO. 33, FILED IN THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO COUNTY MARCH 19, 1887.
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 - LWD - (760)- 753 -0155
B. GAS & ELECTRIC - SDGE - (760)- 438 -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.
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.
SIGNATURE: ATE: '�
OSAMOND ANA SAXTEN
9
I, VITHAYA - SINGHANEF 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 /S AND FOR AN UPDATE ON PL17�6 �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 GRADING PLANS AND SPECIFICATIONS.
SIGNED:
G. E. NO.: ;�� ��,��u�
6E 7132. CE!'
EXP. DAT 5 /S111G t "�
762
JOB #: P- 639415 f A, C �(/
ADDRESS: 7709 ACADEMY DRIIVELaL01OGt5T����
SOLANA BEACH, CA 92075 GAI`F
PHONE: 858 - 755 -8622
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 ARIS G SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE
ENGINEER AND HIS/ R AGEVS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
AGENCY AND EMPL Y ENT A, 'D ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
7 1? DATE:
SIGNATURE: �
/DOUGLAZ E. LOGAN
COMPANY:
ADDRESS:
PHONE NUMBER:
RCE EXPIRES:
SHEET INDEX
760 - 510 -31
SHEET 1 COVER SHEET
SHEET 2 GRADING PLAN
SHEET 3 EROSION CONTROL PLAN & NOTES
PH / 760 - 510 -3153 FAX
15
VA
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E
N
VICINITY MAP
T.B. PG. 1147 -C7
NOT TO SCALE f n
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
PARCEL BOUNDARY ............... ............................... - -
RIGHT OF WAY ..................... ...............................
CENTERLINE....................... ............................... .
EXIST. CONTOUR. ------ 155�
EXIST. EDGE OF PAVEMENT. ......... .......... ......... h
PROP. CONTOUR ... . . . . . . . ... . . . . .. 155
PROP. BUILDING FOOTPRINT.... . ... . . . ... /
PROP. PERVIOUS PAVER DRIVEWAY . ..........................
E `
QoJG� `cZFyz OWNER & PERMITTEE:
C 39726 A ROSAMOND DANA SAXTEN
E TRUSTEE OF THE SAXTEN FAMILY,
Q TRUST DATED 07 -07 -89
'CA��FO��\ 225 W PLAZA ST. STE 300
OF
SOLANA BEACH, CA 92075
760 - 230 -6851
ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 S. TWIN OAKS VALLEY RD., #107 -297
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
SITE LOCATION:
APN: 258-212-05
850 CORNISH DRIVE
ENCINITAS, CA 92024
BMP PROJECT STATUS
STANDARD PROJECT
FIELD OPERATIONS I PLANNING AND BUILDING I PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
SIGN 1 . DATE SIGN fDATE SIGN DATE N DATE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE (,, DESIGNED Y: DRAWN BY: cHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
^� ''' � DEL BMW DEL
s i • l5 DESCRIPTION: 2.5" BRASS DISC STAMPED ENC -33 L NS PRE ARED UNDER SUPERVISION F RECOMMENDED: ,(BCD APPROV D: GRADING PLAN FOR:
LOCATION: IN CURB ON THE SOUTH SIDE OF THE PARKING fl i i
HORIZONTAL: N/A AA. M SAXTEN RESIDENCE 1241JQF3
LOT FOR THE CITY OF ENCINITAS SWAMIS PARK DATE:
IN RED CURB NORTH OF RESTROOMS A $5O CORNISH DR.
VERTICAL: N A t• e� ��� R.C.E. N0. 39726 MASIH MAHER GLENN PRIUM
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL / � +�,�/ EN EER IO /b X15 �o �� ENCINITAS, CA 92024
ELEVATION: 82.081' DATUM: NAVD88 �(�� Y�}�Ti DOUGLAS E. LOGAN EXP. 12 -31 -15 DATE DATE PLANNING CASE NO: 14 -229 CDP APN: 258 - 212 -05 SHEET 1
��:�. �•L'�i (.��� R: \Projects \7334 - Scxten \7334- GP01.dwg 9/14/2015 1:40 PM
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UPPER FF=165.5 -- -
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1 rti PAD = 156.25 / k;
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PAD= 155.25 156 20 pl 9
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V
�SS3(9 DESILTING BASIN NOTE: APN: 258- 212 -06
• THE BIORETENTION BASINS SHALL BE
EXCAVATED AND USED AS DESILTING 8
1" BASINS DURING CONSTRUCTION. THE SILT
�h SHALL BE COMPLETELY REMOVED AND THE
I 11 BIORETENTION BASINS COMPLETED ONCE
FINAL SITE STABILIZATION IS ACHIEVED,
PRIOR TO OCCUPANCY AND /OR FINAL.
8' PERVIOUS
PAVERS
PER DETAIL
THIS SHEET.
>' 2
6 "x16" PCC FLUSH CURB OR
DEEPENED G -1 CURB
I APPROVED PERVIOUS PAVERS
W/ MIN. 3/8" VOID
r VOID FILLER - 1/8" TO 3/8"
(NO. 8) AGGREGATE IN VOIDS
N
Lo
2
7
i
NOTE:
• THE REDUCED 15 -FOOT FRONT YARD
SETBACK AREA SHALL BE PLANTED W/
LANDSCAPING ONLY, EXCEPT FOR THE
WALKWAY IDENTIFIED ON THIS SHEET. NO
OTHER LANDSCAPING SHALL BE ALLOWED.
Ljj
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�
cy-
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0
APPROXIMATE LOCATION
OF EXIST. 6" ACP WATER
I
PERVIOUS PAVER -
SECTION PER DETAIL
THIS SHEET.
R/W
3 1% (MIN)
PROPOSED AC WIDENING. EDGE AC CHOKER COURSE - 4 Q.Q / /� \ //\ GROUT`
THICK OF 3/8" TO 1/2 EDDING COURSE - 2" (Ei
HIC
TO BE 12' (MIN.) FROM CENTERLINE. v / „fr
(N0. 57) CRUSHED ROCK \�% (NO. 8) OF K AGGREGATE
WIDTH /8„
PROP. AC.
�
WIDTH VARIES
6" TYPED IE BASE CORNISH DRIVE (NO. 2) CRIUSHEED ROCK /T4 /
SOIL SUBGRADE
SAWCUT EDGE PERVIOUS PAVER DETAIL
OF A . I NOT TO SCALE
I 6 "X16" P.C.CJ NOTE:
ZERO CURB - ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.)
THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED
EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE F p TAG M p Ov M I�
NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
NOT TO SCALE
DESCRIPTION APPROVED DATE
- SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED
3'
3
a
f5%
WORK TO BE DONE
0 INSTALL PERMEABLE PAVERS FOR DRIVEWAY ACCESS, PER DETAIL
THIS SHEET.
O2 INSTALL 6' WIDE 18 PERMEABLE PAVERS PARKING
SPACE, PER DETAIL THIS SHEET.
O3 INSTALL 1.0' -2.0' CURB OR WALL, PER S.D.R.S.D. "C -9 ". (NOTE:
USE "C -4" IF PARAMETERS FOR "C -9" ARE EXCEEDED.
O4 6' HIGH WOOD FENCE PER LANDSCAPE PLANS, SEE DETAIL THIS
SHEET. THE FENCE WITHIN THE FIRST 15' OF THE PROPERTY SHALL
BE A MAXIMUM OF 4' SOLID AND CAN EXTEND AN ADDITIONAL 2'
PROVIDED IT IS 50% OPEN.
O5 FULL ALLEY IMPROVEMENTS PER CITY STANDARDS,
O6 FRONTAGE IMPROVEMENTS PER DETAIL THIS SHEET.
O7 TRANSITION PROPOSED EDGE AC TO (E) ADGE AC SMOOTHLY.
O8 APPROXIMATE LOCATION OF EXIST. 1" PLASTIC WATER SERVICE TO
BE ABANDONED BY DISTRICT AT OWNER'S EXPENSE.
O9 DISTRICT TO INSTALL 1" COPPER WATER LATERAL AND DUAL METER
PER WS -09, WC -17 AT OWNER'S EXPENSE.
10 DEPRESSED BIO- RETENTION BASIN, PER DETAIL SHEET 3. (20 -S.F±)
11 10' SECTION TO BE USED TO BLEND ALLEY IMPROVEMENTS INTO (E)
ALLEY CONDITIONS.
12 ROOF DRAINAGE TO COLLECT INTO DOWNSPOUT AND CONNECT INTO
AREA DRAIN SYSTEM, & ULTIMATELY DISCHARGE INTO
BIO- RETENTION BASIN.
LANDSCAPE NOTES
LANDSCAPED AREA: 20 S.F. (BMP AREA)
MAWA CALCULATION:
MAWA = (ETo)(0.62)[0.55 x 20 + 0.45 x SLA]
MAWA = (42.9)(0.62)[0.55 x 20 + 0.45 x 0]
MAWA = 292
BEST LANDSCAPE
PRACTICES CHECKLIST
1. HOMEOWNER SHALL IMPLEMENT USE OF AUTOMATIC IRRIGATION
CONTROLLER USING EITHER ETo OR MOISTURE SENSOR DATA.
2. HOMEOWNER SHALL USE NATIVE PLANTS.
3. HOMEOWNER SHALL IMPLEMENT LOW VOLUME IRRIGATION
WHERE APPLICABLE.
4. HOMEOWNER SHALL MINIMIZE LOW HEAD DRAINAGE.
5. HOMEOWNER SHALL AVOID OVERSPRAY OF PLANTER AREAS.
6. RUN OFF SHALL BE DIRECTED TO BIO- RETENTION AREA
SHOWN ON SITE PLAN.
7. ANY SLOPE GREATER THAN 25% WILL BE IRRIGATED WITH AN
IRRIGATION SYSTEM WITH A PRECIPITATION RATE OF .75
INCHES PER HOUR OR LESS.
\ 8. ALL IMPERMEABLE SURFACES SHALL BE CONSTRUCTED TO
DRAIN ENTIRELY INTO A LANDSCAPED AREA.
9. IRRIGATION SYSTEM SHALL BE DESIGNED WITH THE EFFICIENCY
NECESSARY TO MEET THE MAWA.
10. GRADING SHALL BE DESIGNED FOR THE EFFICIENT USE OF
WATER BY MINIMIZING SOIL EROSION, RUNOFF, AND WATER
R/W WASTE.
I,
`-4" A. C. OV{EF
6" CL II
BASE MIN.
ALLEY CROSS SECTION
PLANNING AND BUILDING
iAllo[
SIGN DATE
WEEP SCREED NOTE
• BOTTOM OF WEEP SCREED TO BE A
MINIMUM OF 8" ABOVE FINISHED
LANDSCAPE AREAS & 2" ABOVE
HARDSCAPE AREAS. THIS NOTE TO
SUPERCEDE ELEVATIONS SHOWN ON PLANS
SHOULD THERE BE ANY CONFLICT.
NOTE:
ALL EXISTING STRUCTURES AND
HARDSCAPE TO BE REMOVED,
EXCEPT WHERE NOTED.
UTILITY NOTE:
ALL PROPOSED & EXISTING
UTILITIES TO BE INSTALLED
UNDERCROUND
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11. ONLY LOW VOLUME OR SUBSURFACE IRRIGATION SHALL BE Z �
USED FOR TURF IN A LANDSCAPED AREA: ENCROACHMENT MAI�II+ENANC AND REMOVAL
ON A SLOPE GREATER THAN 25% GRADE WHERE THE TOE AGREEMENT RECD ��%T(�t 2015 AS Ld
OF THE SLOPE IS ADJACENT TO AN IMPERMEABLE LIJ
HARDSCAPE WHERE ANY DIMENSION OF THE LANDSCAPED DOC. NO. 2015- 0. R. z O
AREA IS LESS THAN 6' -0" WIDE. C�
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BENCHMARK
SCALE
SPECIAL DISTRICT APPROVAL
DESIGNED Br DRAWN BY: CHECKED BY:
ENGINEERING DIVISION APPROV
DEL BMW I DEL
1ON: 2.5" BRASS DISC STAMPED ENC -33
HORIZONTAL:
VERTICAL: N A
PLANS PRE:ARED UNDER SUPERVISION OF •� A
Yr DATE: d
- R.C.E. NO. 39726
ENGI EER
DOUGLAS E. LOGAN EXP. 12 -31 -15
RECOMMENDED: jQ0 APPROV D:
�. M
MASIH MAHER GLENN PRIUM
1016115 �p b
DATE DATE
I: IN CURB ON THE SOUTH SIDE OF THE PARKING
LOT FOR THE CITY OF ENCINITAS SWAMIS PARK
IN RED CURB NORTH OF RESTROOMS.
FROM: CITY OF ENCINITAS SURVEY CONTROL.
N: 82.081' DATUM: NAVD 88
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SCALE IN FEET 9TF OF CA0
SCALE: 1" = 5'
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kLS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. cn o
GRADING PLAN FOR: � Z
SAXTEN RESIDENCE z z
850 CORNISH DR. 12410 -G
ENCINITAS, CA 92024 w
PLANNING CASE N0: 14 -229 CDP APN: 258 - 212 -05 SHEET 2 OF 3
R:\Projects\7334 - Saxten \7334- GP02.dwg 9/14/2015 1:40 PM
CH
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 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) 436 -4151.
• 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 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 ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS
PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
3 BAGS HIGH (MAX.)
2 BAGS HIGH (MIN.)
NOTE: LOWER BAG ROW TO BE I
BURIED 6" UNDER GRADE.
NO SCALE
GRAVEL BAG CHECK DAM
NO SCALE
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 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 SYSTEM, NOT TO
PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING
PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
M
Lo
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DANA SAXTEN
AT (760) 230 -6851 , 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.
FROM: CITY OF ENCINITAS SURVEY CONTROL.
N: 82.081' DATUM: NAVD 88
EXISTING
GROUND
I
20'MIN.
8" MIN.j
PROFILE
1-1/2"
CRUSHED
ROCK
BLIC RIGHT -
OF -WAY
RIGHT —OF —WAY
PLAN L-PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT -OF -WAY
STABILIZED CONSTRUCTION ENTRANCE
NO SCALE
SCALE
HORIZONTAL:
VERTICAL: N/A
SILT FENCE
(TYP. )
TR
DESILTING BASIN NOTE:
• THE 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.
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
"� 1- ITI= iIIITI �Li-
3. ATTACH THE FILTER FABRIC
TO POSTS AND EXTEND IT
INTO THE TRENCH.
BIO —BASIN TO
BE USED AS
DESILTING BASI
a
4
a
a
S 83°19'57" W
4 IN (10 CM)
3. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
iili +I FILTER FABRIC- -
-
D
= 111 = 111 =1 E
� - I I � I I 1 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11 =1
SILT FENCE
NO SCALE
PLANNING AND BUILDING
g�_ hA V/l�
SIGN DATE
cn
f�
51.70'
OVERFLOW BERM
ALONG WEST EDGE
OF BASIN, LINED
W /N0. 2 BACKING
RIP -RAP.
RETENTION AREA\\/ / \\
SHALL BE LEVEL /\ /�
11
III
GRAVEL BAGS
CHECK DAM
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(TYP.) rn
N.
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o-
d-
0
DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL 4" PVC DRAIN LINE
OUTLET W/ MODIFIED
6 "f WALL & NO. 2
2 -3" �j /\ 'KING & RIP -RAP.
HARDWOOD
( MULCH
AND DEPRESSED \ / \ \j \111= III = III = III = III =II= III = III =111` . 18" MIN.
FROM THE
SURROUN DING / \ \ % / \ \ /I= III = III = III = III =I= III = III =II ENGINEERED SOIL
GRADE SEE NOTE BELOW
2"-S' OF
** MIN. / \ /�ao Oda �o �� �3/8" GRAVEL
SEE NOTE
BELOW 3/4" CRUSHED z
ROCK
NO LINER O
BIORETENTION BASIN DETAIL w
NOT TO SCALE 0 0
* BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 12 " -18" DEEP O
"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, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND O U
ALSO FREE OF NOXIOUS WEEDS.
* *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE W �
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL. z
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ENGINEERING & SURVEYING
SINGLE SOURCE DEVELOPMENT CONSULTANT
310 S. TWIN OAKS VALLEY RD., #107 -297
SAN MARCOS, CA. 92078
(760) 510 -3152 Ph / (760) 510 -3153 Fax
SPECIAL DISTRICT APPROVAL DESIGNED ay.. DRAWN BY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS
DEL l I BMW I DEL
klS PRE ARED UNDER SUPERVISION OF RECOMMENDED: ,II APPRO D: DATE: ��'l °� /�/�. /1/� a�ii "�+�• V`
R.C.E. NO. 39726 MASIH MAHER GLENN PRIUM
ENGI ER 10/6/15
DOUGLAS E. LOGAN EXP. 12 -31 -15 DATE DATE
O�
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Lf)
STgTF OF1CA0F SCALE IN FEET L.Lj
SCALE: 1" = 5' :2 CD
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CITY OF ENCINITAS — PUBLIC WORKS DEPARTMENT DRAWING NO. n o
GRADING PLAN FOR: � z
SAXTEN RESIDENCE 12410 —G z z
850 CORNISH DR.
ENCINITAS, CA 92024 z
PLANNING CASE NO: 14 -229 CDP APN: 258 - 212 -05 SHEET 3 OF 3
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31