2013-11650 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 INVESTICATION REPORT UPDATE PROPOESED S.F.R.
S.E. CORNER OF QUAIL DRIVE & VIA ZAMIA (APN 257 - 011 -39) PREPARED BY-EAST COUNTY SOIL
CONSULTATION & ENGINEERING, INC. DATED 03 -23 -12 , PROJECT# 12- 1147D5 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 11650 -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.
CHANGE NO.
DESCRIPTION
APPROVED I DATE
T4 _ AA 14512 7
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE JONES
AT (760)- 420 -9598 , 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.
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.
SOILS ENGINEER'S CERTIFICATE
H: 1 V
I, MAMADOU DIALLO 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 Aft 13� APIA AND FOR AN UPDATE ON JkWCH Z-3, "lZ .
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.
• IMPERVIOUS PAVEMENT AFTER CONSTRUCTION =
SIGNED: 6tllI%k04 ^�
• INCREASE IN PAVEMENT = 11,000 S.F.
RCE NO.: 54071 �d4' Li' E ,
-1
oQpOFESSIOHA`
s. o Fy
EXP. DATE: 12 -31 -13
o z
JOB #: 12- 1147C3
m EXP. 12 %31/113 vm
COMPANY: EAST COUNTY SOIL CONSULTATION
*TC�OTfCHN�GPv �r
�lF
ADDRESS: 10925 HARTLEY _RD., SUITE " I " SANTEE. CA 92071
- of cn�1FO��
PHONE: 619 - 258 -7901
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 ARISIN SOLELY FR PM 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 EMPLO T AND A ING OUT OF THE WORK PERFORMED BY THE ENGINEER.
/ Q
SIGNATURE: DATE:
COMPANY: RANCHO COASTAL ENGINEERI
ADDRESS: 310 S. TWIN OAKS VALLEY
PHONE NUMBER: 760- 510 -315
RCE EXPIRES: 12/31/2013
MARK
FROM: COUNTY OF SAN DIEGO
V: 320.417 DATUM: NAVD88
HORIZONTAL: N/A
VERTICAL: N/A
OWNER & PERMITTEE:
JONES FAMILY
2240 ENCINITAS BLVD., "D430"
ENCINITAS, CA 92024
760 - 420 -9598
SITE LOCATION:
APN: 257- 011 -39
678 QUAIL GARDENS LANE
ENCINITAS, CA 92024
LEGAL DESCRIPTION:
• PORTION OF SECTION 10, T135, R4W
• PARCEL "A" OF C.O.C. RECORDED
05 -08 -2002 AS DOC. NO.
2002 - 0389117
OWNER'S CERTIFICATE
0
EARTHWORK (ESTIMATE ONLY -FOR BONDING PURPOSES)
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 5.2
H: 1 V
MAXIMUM VERTICAL DEPTH OF CUT = 8.0 FT.
QUAIL
MAXIMUM VERTICAL DEPTH OF FILL = 4.0 FT.
od
FILL C.Y.
• CUT = C.Y. =
a
• REMEDIAL = C.Y.
a
IMPERVIOUS AREA
Or
Or
• IMPERVIOUS PAVEMENT PRIOR TO CONSTRUCTION
= 0 S.F.
• IMPERVIOUS PAVEMENT AFTER CONSTRUCTION =
11,000 S.F.
• INCREASE IN PAVEMENT = 11,000 S.F.
• OTHER IMPERVIOUS AREA PRIOR TO CONSTRUCTION = 0 S.F.
(I.E. BUILDINGS, HARDSCAPES, ETC.)
• OTHER IMPERVIOUS AREA AFTER CONSTRUCTION
= 8,000 S.F
• IMPERVIOUS AREA REPLACED = 0 S.F.
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:
SIGNATURE:
SIGNATURE:
JCAL\� 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 AP
XL NS PREP ED UNDER SUPERMSIONOF (� 3
DATE:
�'
R.C.E. N0. 39726
ENGINEER
DOUGLAS E. LOGAN EXP. 12 -31 -13
DATE: 0t:!? '1T
DATE: & - �/
DATE: to- ?,3 ^(,3
/VIA ZAMIA
ZVW
6NNjk
SITE
w
QUAIL
GARDENS
LANE
J
a
Or
Or
VICINITY MAP
PG. 1147 -D5
PUBLIC WORKS
NEERING
_,,,_
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
PROPERTY LINE: - -
EASEMENT LINE: - - - - - - - -
EX. EDGE OF PAVEMENT - -- ----- ---- -- _�Iz. -. - --
EX. WOOD FENCE X
EXISTING CONTOUR:
PROPOSED CONTOUR: ,_260.��
DRAINAGE: -i __>
BIO- RETENTION AREA (SHT. 3 FOR DETAILS)
PROPOSED DRIVEWAY (DETAIL SHEET 2) /
/ , >
SHEET INDEX
SHEET 1 COVER SHEET
SHEET 2 GRADING PLAN
SHEET 3 EROSION CONTROL PLAN & NOTES
FIRE DEPART SHALL
MENT NOTES
Q MAINTAINED AROUND THE
CIRCUMFERENCE OF THE FIRE HYDRANT. CFC 507.5.5
2. PRIOR TO DELIVERY OF COMBUSTIBLEBUILDING CONSTRUCTION
MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING
CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF
THE FIRE DEPARTMENT:
• ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND
APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT
OR AGENCY.
O
• AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL 0
BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER z
SURFACE FOR EMERGENCY VEHICLES.
• ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE Ld
AND ACCEPTED BY THE FIRE DEPARTMENT AND >
APPLICABLE WATER DISTRICT.
• 1V1T -J V
S A IT�
yva�tv�rz .
PLANNING AND BUILDING
07 O
U
O U
of
v�l�tb 9 3��3�1t61 z�
BMP PROJECT STATUS z �
O
PRIORITY SfORMWATTER1TREATMENT FACILITIES TO BE -RlvtF E)
MAINTAINED BY HOMEOWNER, IN ACCORDANCE WITH Lu J
"MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER Q
` IQOI�Q� TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES." <:2
W L'J
RECORDED ON j V, e)ni 3 Q
AS DOC. #I3 ^CXe6OaQ7 `DN
SAN DIEGUITO. WATER DISTRICT ENCINITAS FIRE DEPARTMEN o
U I'7
z I
¢o
/D.23•l3 ,e; ZZ oo /O•Z/'/3 O w o
SIGN DATE SIGN DATE SIGN DA E Q0
SIGNATURE TO EXPIRE 2 -YEARS AFTER DATE SIGNED Q
z�
APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT o
GRADING & DRAINAGE PLAN FOR: � z
h JONES RESIDENCE 11650 -G z z
M 678 QUAIL GARDENS LANE 2' °
z =
u 3 CASE NO. 12 -061 CDP ' `j a_
240, 5
X
CHANGE NO.
6" MINUS ROCK' `6" BURY
OVER MIRAFI FW 400 EACH SID
GEOTEXTILE LINING.
THICKNESS =9 "t
DRAINAGE SWALE
NOT TO SCALE
DESCRIPTION APPROVED DATE I BENCHMAR
SCALE
HORIZONTAL: 1"=20'
LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD. 141' WESTERLY
LEFT TURN ISLAND NODE QUAIL GARDEN DRIVE VERTICAL: N/A
RECORD FROW COUNTY OF SAN DIEGO
ELEVATION: 320.417 DATUM: NAVD88
NOT TO SCALE
l�
~l,
EXIST. FIRE HYDRANT. A 3 -FOOT
CLEAR SPACE SHALL BE MAINTAINED
AROUND THE CIRCUMFERENCE OF
THE FIRE HYDRANT
—� \ \�-'EXIST. 4" PVC \
E: ` SEWER LATERAL FOR l ��
IF PORTION OF FINAL `ti APN 257-011-311
DRIVEWAY EXCEEDS
15 %, PAVEMENT TO
BE P.C.C. WITH
HEAVY BROOM 23' GRADES
FINISH, OR PER FIRE '
DEPT. APPROVAL. 2' 16' A.C.
/ P'ANS PREPA D UNDER SUPERVISION OF 2 RECOMM N D
DATE: 'Z ' /
R.C.E. N0. 39726 MAST
ENGIN
DOUGLAS E. LOGAN EXP. 12 -31 -13 DATE
2 -Y2" A.C. OVER 4" CL. II BASE
OR PER SOILS ENGINEER
RECOMMENDATIONS.
NOT TO SCALE
• 2 -Y2" A.C. OVER 4" CL. II BASE OR PER
SOILS ENGINEER RECOMMENDATIONS.
MUST BE DESIGNED TO ACCOMODATE
75,000 LB. FIRE TRUCK LOAD.
• ALL FIRE APPARATUS ACCESS ROADS
SHALL HAVE AN UNOBSTRUCTED
VERTICAL CLEARANCE OF NOT LESS
THAN 13' -6 ".
,LS CITY OF ENCINITAS - ENGINEERING SERVICES D
GRADING & DRAINAGE PLAN FOR:
JONES RESIDENCE
678 QUAIL GARDENS LANE
CASE NO. 12 -061 CDP
O
� U
DRAINAGE SWALE
a53
PER DETAIL THIS
L�
SHEET
z
�Ua
BLEND TO
LLj O
EXIST. (TYP.)
z O
O
z
W J
Q
Q :�i
�w
Ln
a�
o�
U
O N
Ln
U I"1
Z I
Q O
0!
Ln
w
::E CD
Q �
Z
c O
� Z
w
11650 —G
o
Z =
W d-
STORMWATER POLLUTION CONTROL BMP NOTES
RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
• CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUA ELY SIZED CONCRETE WASHOUT AREA
TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL WASH CONCRETE, SLURRY, MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE STORMWA CONVEYCE SYSTEM OR ANY
RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNA AN
THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
• A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR V LES EGRESS AND
INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USIN TERIAL 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 F
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.
CHANGE NO.
3 BAGS HIGH (MAX.)
2 BAGS HIGH (MIN_'
NOTE: LOWER BAG TO BE I
BURIED 6" U` DER GRADE.
NO SCALE
GRAVEL BAG CHECK DAM
STORMWATER POLLUTION CONTROL POST
CONSTRUCTION BMP f 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.
NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
LESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVE SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE
ANOTHER ROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
IT TO AN AD' TE IMP /BMP.
6. ALL STORMWATER IM MP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
WITHOUT A PERMIT FIR E CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
REQUIRE THAT THIS PLAN BE REVISE OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH E SURES SHALL BE FITTED TO COMPLY WITH STORM
WATER BEST' MANAGEMENT PRACTICE Q
RE UI - NTS. THE TRASH ENCLOSURES SHALL HAVE AN
IMPERVIOUS NON-COMBUSTIBLE ROOF THAT NOT ALLOW RAIN WATER TO ENTER THE
NON M LE
ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABL NO LOCKED WHEN NOT IN USE. A BERM
SHALL BE INSTALLED AT ALL OPENINGS TO HOLD I ANY LIQUIDS THAT ESCAPE FROM THE
DUMPSTER AND TO PREVENT ANY FLOW OF STORM WA ERR 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 -,Op MAY HAVE A DRAIN THAT
DISCHARGES THRO UG H AN ADEQUATELY SIZED OIL / GREASE SEPARATOR AND IS THEN FILTERED
THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHA GED INTO THE PUBLIC
SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN `'= STEM. A SEPARATE
BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO
4 BY 4 IN (10 BY 10 CM) THE POSTS.
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS. �� ■�����������.
111 ='
II IIII 4 IN (10 CM)
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT TH
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
INTO THE TRENCH.
FILTER FABRIC
I III) I - - - lu _
- - E -
III III PT =1 WIRE J
�j� I III —I (I III III III III —ITF
II III1 I I III — III —I11-11 1- '
I -1 I III I I III I— III —I I
'' -1 , IL- I III -1 -1 1-
C RIGHT -OF -WAY
qDm>
,�� SST. 3A
APPROPRIATE TRANSITION
ttL 11NLLN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT -OF -WAY
STABILIZED CONSTRUCTION ENTRANCE
NO SCALE
E. 2�
z
i r
� C 39726 �
it tz
sr clvl�,
qrE OF CAL \F
N
N
m
12" THICK SECTON OF
6" MINUS ROCK OVER
MIRAFI FW400
GEOTEXTILE LINING
I.C.C.
BROW DITCH
24'
DESCRIPTION
APPROVED
DATE
BENCHMARK
r
SPECIAL DISTRICT APPROVA
utsD UlUT: uBMwNry tsr: cHtcDEL t'
ENGI EERING DEPI
a
3/8" GRAVEL
a a o a a a a a a a
$
DESCRIPTION: 2" DISC PT. NO. 1023
HORIZONTAL: 1" = 30'�
VERTICAL: N/A
PLANS PRE AIRED UNDER SUPERVISION OF
DATE: Ip!(
R.C.E. N0. 39726
NGW EER
DOUGLAS E. LOGAN EXP. 12 -31 -13
RECD E
i�
SCALE:
HORIZONTAL: NO SCALE
VERTICAL: 1"=2'
*BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM
\
SLOPE
CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND,
LOCATION:.MEDIAN ISLAND OF LEUCADIA BLVD. 141' WESTERLY
20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30%
TOPSOIL.
LEFT TURN ISLAND NODE QUAIL GARDEN DRIVE
RECORD FROWCOUNTY OF SAN DIEGO
ELEVATION: 320.417 DATUM: NAVD88
PLANTING
SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL
CALCULATIONS.
hATF
j
i dl
I
I
I
i
P .
o� a
P
1 —
I
(
1
a
4
o
eX
ov
r
: 3
14
SILT FENCE
(
i
v
t J
i
?.
S
W _.
%r
N 88 °5,
'26" W 408
- a— ""�- - --
--- - -
- -�—
�.._ —
12" THICK SECTON OF
6" MINUS ROCK OVER
MIRAFI FW400
GEOTEXTILE LINING
I.C.C.
BROW DITCH
24'
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
SPECIAL DISTRICT APPROVA
utsD UlUT: uBMwNry tsr: cHtcDEL t'
ENGI EERING DEPI
a
3/8" GRAVEL
a a o a a a a a a a
$
DESCRIPTION: 2" DISC PT. NO. 1023
HORIZONTAL: 1" = 30'�
VERTICAL: N/A
PLANS PRE AIRED UNDER SUPERVISION OF
DATE: Ip!(
R.C.E. N0. 39726
NGW EER
DOUGLAS E. LOGAN EXP. 12 -31 -13
RECD E
i�
SCALE:
HORIZONTAL: NO SCALE
VERTICAL: 1"=2'
*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,
LOCATION:.MEDIAN ISLAND OF LEUCADIA BLVD. 141' WESTERLY
20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30%
TOPSOIL.
LEFT TURN ISLAND NODE QUAIL GARDEN DRIVE
RECORD FROWCOUNTY OF SAN DIEGO
ELEVATION: 320.417 DATUM: NAVD88
MA R
/I_as_ 13
SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL
CALCULATIONS.
hATF
GLENN PRU
l _ I�a
i t ,
N O /
\ z
--r
f
L i r
_ ° e9 ,tom.- .n. -... .- �s...{� ,:.. • f ..,. ,
i (
W
ro
N
t t
!Q \
1 \ + O
\� LIT E '
t`
I
l
N 4� �
,I I
t F
�T
3
l CONSTRUCTION
\. ENTRANCE..
NOTE:
ALL SLOPES TO BE
HYDROSEEDED OR i
PLANTED & IRRIGATED
PRIOR TO SIGN - OFF.
DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
RETENTION AREA SHALL BE LEVEL
AND DEPRESSED A MINIMUM OF 10"
FROM THE SURROUNDING GRADE
SURFACE
AREA =2400 S.F.
FS =232.5
SCALE IN FEET
SCALE: 1" = 30'
2 -3" HARDWOOD
MULCH
LS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
6R981019 6ODIPo, WBEARLAORFOR:
JONES RESIDENCE
678 QUAIL GARDENS LANE
CASE NO. 12 -061 CDP
0
O,
1 t S
�5
t t i1
i
� 1
=)0
U
O w
Z U
tY
Ld CD
w =
Z O
Z
W J
�a
a:�i
~ L LI
Q �
O�
U
O Ln
Ln
S
U ro
Z I
Q O
Ln
-
:2i U
Q co
Z
� O
w Z
11650 -G
Z =
18 MIN.
III III III III) VIII
\ ENGINEERED SOIL
—III
\ *SEE NOTE BELOW
2 " -3" OF
3/8" GRAVEL
a a o a a a a a a a
\
3/4" CRUSHED
a a a a a a o a a
'ROCK
BIORETENTION BASIN DETAIL
SCALE:
HORIZONTAL: NO SCALE
VERTICAL: 1"=2'
*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.
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND
SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL
CALCULATIONS.
LS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT
6R981019 6ODIPo, WBEARLAORFOR:
JONES RESIDENCE
678 QUAIL GARDENS LANE
CASE NO. 12 -061 CDP
0
O,
1 t S
�5
t t i1
i
� 1
=)0
U
O w
Z U
tY
Ld CD
w =
Z O
Z
W J
�a
a:�i
~ L LI
Q �
O�
U
O Ln
Ln
S
U ro
Z I
Q O
Ln
-
:2i U
Q co
Z
� O
w Z
11650 -G
Z =
MU ST BE PRO DED F R A EROS I E S RF A CES
S
�
0 00
• I OPED SURFACES 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE - - --
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND IT TO AN ADEQUATE IMP /BMP.
BONDED FIBER MATRIX. r f I - SE -2
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
• NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. WITHOUT A PERMIT FROM THE CITY.
f
• DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION 7, THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY jj j'1L j i
SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. f j li
TEMPORARY EROSION CONTROL MEASURES. l'
!
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM I II ii
• REMOVE EXISTING VEGETATION ONLY WHEN, ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN
BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND IMPERVIOUS, NON— COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE
COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM i
SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE i .I
• TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT i ? A
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY 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 I ; I i'! SIL
PLANTING FAST — GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. 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 I '
• PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING '
THROUGH A CITY — APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC I k
ACTIVITIES ARE COMPLETE. SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE
BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. J
• WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. i I CHECK DAM
PER SE -4
ON -SITE CONSTRUCTION MATERIAL STORAGE _
• STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND 1. SET POSTS AND EXCAVATE A i
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF 4 BY 4 IN (10 BY 10 CM) iI i
THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED TRENCH UPSLOPE FROM AND ! ! I
ON —SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ALONG THE LINE OF POSTS. y I I
ON —SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, 10' MAX. -4 -'
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED I trr I 1 f 7,
OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY
SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
i
TRAINING ��� � -1i1_
• CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL 4 IN (10 CM)
/ I Ll ll1 -III ) f f !
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT 2. ATTACH THE FILTER FABRIC TO 3. BACKFILL AND COMPACT THE I
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. THE POSTS & EXTEND INTO EXCAVATED SOIL.
TRENCH I I !
WASTE MANAGEMENT
• CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED III I I QI
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND,
WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. �� I II Ipl FILTER FABRIC " ""
=11= III = III= > > > >:> I11= 1I1 =1I1 =1
• NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES /�— I �� III II1 =11I —III " II —III —III;
SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. J =III= III = III —III =1 = III — III =III=
=1 i' 1 =1 1 =1 1 =1 1 =1 1 =1 1 =
DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN —I' =11- III_ III_ III- IIII =1 1III ='
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 = III� -`IIII
ANY TRASH MATERIAL. JILT FENCE
• MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER —BASED PAINTS, VEHICLE
FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE SE -1
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
BURIED 6" UNDER GRADE.
NO SCALE
GRAVEL BAG CHECK C
SE -4 / SE -6
CHANGE NO. DESCRIPTION APPROVED DATE
Q1 ADD GRADING FOR UPPER PAD 5/27/14
Io
.•
I
BMP LEGENG
• EC -4 HYDROSEEDING
• SE -1 SILT FENCE
• SE -2 SEDIMENT BASIN
• SE -4 GRAVEL BAG CHECK DAM
• SE -5 FIBER ROLLS
• SE -6 GRAVEL BAG BERM
• SS -7 STRAW BLANKETS
• SS -8 MULCH ON PAD
HORIZONTAL: 1" = 30'
:MEDIAN ISLAND OF LEUCADIA BLVD, 141' WESTERLY
LEFT TURN ISLAND NODE QUAIL GARDEN DRIVE VERTICAL: N/A
FROM: COUNTY OF SAN DIEGO
E.
� a
C 39726
sryr civo-
F OF' MIJ
ENGINEER
DOUGLAS E. LOGA
GRAVEL BAG
BERM PER SE -6
rj
SLOPE
PLANTING
I v �
( v
� 9
L`
v
ov
FIBER ROLLS ON
SLOPES AS ° r
REQUIRED.
PER SE -5
C S'A.r) -7, O00
�o
`ROCK —LINE 10 —FIBER ROLLS
STRAW BLANKET SWALE TQ ACT AS
PER SS -7 CHEVRONS.
PER SE -5
1
12" THICK SECTION OF
6" MINUS ROCK OVER
MIRAFI FW400
GEOTEXTILE LINING
'. C. C.
BROW DITCH
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
SLOPE
'LANTING
Ld
I
if
CD
o I j
0
PROPOSED BUILDING
ENVELOPE
MULCH ON PAD
PER SS -8
o�
�f
N�
0
a
i 7
Nj
N
N
co
Lo
o O
i
N
w
=z
STRAW BLANKET
PER SS -7
I
I
NOTE:
ALL SLOPES TO BE
HYDROSEEDED OR
PLANTED & IRRIGATED
PRIOR TO SIGN —OFF. �
PER EC -4
1
DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
RETENTION AREA SHALL BE LEVEL
AND DEPRESSED A MINIMUM OF 10"
FROM THE SURROUNDING GRADE
SURFACE
AREA =2400 S.F.
FS =232.5
N
30 15 0 30 60
SCALE IN FEET
SCALE: 1" = 30'
HARDWOOD
MULCH
IN�iN�. ���i���i�h��i�I��i��I���I�ui���n���i����Ny��i�yNiHI�N�i, I���L����nl��� °I� \�i�I� \�iH�� °I��`•irNV•���I
!i!�!�.:!:_! Lei!+ ��ri +�i►!!l�i!irR�fE�!�!!i'_�:!!�ti
r��• • •l1 i, ,� • �I1 �I1 ••i •11 •I1 �%1 •
i.•1 r, r.•1 r.•1 • r.•1 r.•1 r.• r•• r•• r.•♦ r.•1 r.• ♦.•
CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND,
20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30%
TOPSOIL.
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND
SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL
CALCULATIONS.
®NEW SHEET
w BY: CHECKED BY: ENGINEERING DE Al TMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTM
UNDER SUPERVISION F RECOMMENDED: APPROVED: EROSION CONTROL PLAN FOR: tq DATE: 10417- �/y -/V1,l JONES RESIDENCE
R.C.E. N0. 39726 MASIH MAHER r o,GLENN PRUIM 678 QUAIL GARDENS LANE
N EXP. 12 -31 -13 DATE DA1114114 CASE NO. 12 -061 CDP
0
Lr �
O
C)
p
V)
O w
z O
E tJ
W CD
w =D
Z O
O
Z
W J
J Q
Q :2
~ Lil
Q �
O
O
O N
Ln
U �
Q O
Ln
Ld
:�E O
Q�
z�
� O
O Z
11650 -G
z=
-- W Q_
\\Rem ote\rces\Projects\71 56 — Talbot Quail Gardens \Jones— GP03.dwg 10/27/2014 3:13 PM
I � 1
STORMWATER POLLUTION CONTROL BMP NOTES S
STORMWATER POLLUTION CONTROL POST
1
RELATIVE TO CONSTRUCTION ACTIVITIES C
CONSTRUCTION BMP /IMP NOTES j
j
CONCRETE WASHOUT l
li
• 1
1. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERVIOUS
TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, S
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS f
f I
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY P
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET Al INTO THE PUBLIC STORM
RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. D
DRAIN SYSTEM.
CONSTRUCTION SITE ACCESS 2
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT «
«G I
• A STABILIZED - CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND B
BE MODIFIED WITHOUT A PERMIT FROM THE CITY. d
d
INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH ;
;?!
AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. 3
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 !
!Ivt
CONSTRUCTION VEHICLES F
FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP !
• A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR F
FACILITY AND /OR THE TURF /LANDSCAPED AREAS. `
!!!j
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT j
j
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF —SITE. 4
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.
EROSION CONTROL
EROSION CONTRO M
S
�
0 00
• I OPED SURFACES 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE - - --
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND IT TO AN ADEQUATE IMP /BMP.
BONDED FIBER MATRIX. r f I - SE -2
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
• NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. WITHOUT A PERMIT FROM THE CITY.
f
• DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION 7, THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY jj j'1L j i
SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. f j li
TEMPORARY EROSION CONTROL MEASURES. l'
!
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM I II ii
• REMOVE EXISTING VEGETATION ONLY WHEN, ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN
BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND IMPERVIOUS, NON— COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE
COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM i
SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE i .I
• TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT i ? A
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY 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 I ; I i'! SIL
PLANTING FAST — GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. 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 I '
• PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING '
THROUGH A CITY — APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC I k
ACTIVITIES ARE COMPLETE. SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE
BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. J
• WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. i I CHECK DAM
PER SE -4
ON -SITE CONSTRUCTION MATERIAL STORAGE _
• STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND 1. SET POSTS AND EXCAVATE A i
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF 4 BY 4 IN (10 BY 10 CM) iI i
THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED TRENCH UPSLOPE FROM AND ! ! I
ON —SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ALONG THE LINE OF POSTS. y I I
ON —SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, 10' MAX. -4 -'
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED I trr I 1 f 7,
OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY
SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
i
TRAINING ��� � -1i1_
• CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL 4 IN (10 CM)
/ I Ll ll1 -III ) f f !
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT 2. ATTACH THE FILTER FABRIC TO 3. BACKFILL AND COMPACT THE I
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. THE POSTS & EXTEND INTO EXCAVATED SOIL.
TRENCH I I !
WASTE MANAGEMENT
• CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED III I I QI
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND,
WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. �� I II Ipl FILTER FABRIC " ""
=11= III = III= > > > >:> I11= 1I1 =1I1 =1
• NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES /�— I �� III II1 =11I —III " II —III —III;
SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. J =III= III = III —III =1 = III — III =III=
=1 i' 1 =1 1 =1 1 =1 1 =1 1 =1 1 =
DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN —I' =11- III_ III_ III- IIII =1 1III ='
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 = III� -`IIII
ANY TRASH MATERIAL. JILT FENCE
• MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER —BASED PAINTS, VEHICLE
FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE SE -1
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
BURIED 6" UNDER GRADE.
NO SCALE
GRAVEL BAG CHECK C
SE -4 / SE -6
CHANGE NO. DESCRIPTION APPROVED DATE
Q1 ADD GRADING FOR UPPER PAD 5/27/14
Io
.•
I
BMP LEGENG
• EC -4 HYDROSEEDING
• SE -1 SILT FENCE
• SE -2 SEDIMENT BASIN
• SE -4 GRAVEL BAG CHECK DAM
• SE -5 FIBER ROLLS
• SE -6 GRAVEL BAG BERM
• SS -7 STRAW BLANKETS
• SS -8 MULCH ON PAD
HORIZONTAL: 1" = 30'
:MEDIAN ISLAND OF LEUCADIA BLVD, 141' WESTERLY
LEFT TURN ISLAND NODE QUAIL GARDEN DRIVE VERTICAL: N/A
FROM: COUNTY OF SAN DIEGO
E.
� a
C 39726
sryr civo-
F OF' MIJ
ENGINEER
DOUGLAS E. LOGA
GRAVEL BAG
BERM PER SE -6
rj
SLOPE
PLANTING
I v �
( v
� 9
L`
v
ov
FIBER ROLLS ON
SLOPES AS ° r
REQUIRED.
PER SE -5
C S'A.r) -7, O00
�o
`ROCK —LINE 10 —FIBER ROLLS
STRAW BLANKET SWALE TQ ACT AS
PER SS -7 CHEVRONS.
PER SE -5
1
12" THICK SECTION OF
6" MINUS ROCK OVER
MIRAFI FW400
GEOTEXTILE LINING
'. C. C.
BROW DITCH
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
SLOPE
'LANTING
Ld
I
if
CD
o I j
0
PROPOSED BUILDING
ENVELOPE
MULCH ON PAD
PER SS -8
o�
�f
N�
0
a
i 7
Nj
N
N
co
Lo
o O
i
N
w
=z
STRAW BLANKET
PER SS -7
I
I
NOTE:
ALL SLOPES TO BE
HYDROSEEDED OR
PLANTED & IRRIGATED
PRIOR TO SIGN —OFF. �
PER EC -4
1
DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
RETENTION AREA SHALL BE LEVEL
AND DEPRESSED A MINIMUM OF 10"
FROM THE SURROUNDING GRADE
SURFACE
AREA =2400 S.F.
FS =232.5
N
30 15 0 30 60
SCALE IN FEET
SCALE: 1" = 30'
HARDWOOD
MULCH
IN�iN�. ���i���i�h��i�I��i��I���I�ui���n���i����Ny��i�yNiHI�N�i, I���L����nl��� °I� \�i�I� \�iH�� °I��`•irNV•���I
!i!�!�.:!:_! Lei!+ ��ri +�i►!!l�i!irR�fE�!�!!i'_�:!!�ti
r��• • •l1 i, ,� • �I1 �I1 ••i •11 •I1 �%1 •
i.•1 r, r.•1 r.•1 • r.•1 r.•1 r.• r•• r•• r.•♦ r.•1 r.• ♦.•
CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND,
20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30%
TOPSOIL.
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND
SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL
CALCULATIONS.
®NEW SHEET
w BY: CHECKED BY: ENGINEERING DE Al TMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTM
UNDER SUPERVISION F RECOMMENDED: APPROVED: EROSION CONTROL PLAN FOR: tq DATE: 10417- �/y -/V1,l JONES RESIDENCE
R.C.E. N0. 39726 MASIH MAHER r o,GLENN PRUIM 678 QUAIL GARDENS LANE
N EXP. 12 -31 -13 DATE DA1114114 CASE NO. 12 -061 CDP
0
Lr �
O
C)
p
V)
O w
z O
E tJ
W CD
w =D
Z O
O
Z
W J
J Q
Q :2
~ Lil
Q �
O
O
O N
Ln
U �
Q O
Ln
Ld
:�E O
Q�
z�
� O
O Z
11650 -G
z=
-- W Q_
\\Rem ote\rces\Projects\71 56 — Talbot Quail Gardens \Jones— GP03.dwg 10/27/2014 3:13 PM
BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND IMPERVIOUS, NON— COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE
COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM i
SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE i .I
• TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT i ? A
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY 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 I ; I i'! SIL
PLANTING FAST — GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. 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 I '
• PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING '
THROUGH A CITY — APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC I k
ACTIVITIES ARE COMPLETE. SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE
BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. J
• WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. i I CHECK DAM
PER SE -4
ON -SITE CONSTRUCTION MATERIAL STORAGE _
• STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND 1. SET POSTS AND EXCAVATE A i
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF 4 BY 4 IN (10 BY 10 CM) iI i
THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED TRENCH UPSLOPE FROM AND ! ! I
ON —SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ALONG THE LINE OF POSTS. y I I
ON —SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, 10' MAX. -4 -'
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED I trr I 1 f 7,
OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY
SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
i
TRAINING ��� � -1i1_
• CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL 4 IN (10 CM)
/ I Ll ll1 -III ) f f !
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT 2. ATTACH THE FILTER FABRIC TO 3. BACKFILL AND COMPACT THE I
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. THE POSTS & EXTEND INTO EXCAVATED SOIL.
TRENCH I I !
WASTE MANAGEMENT
• CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED III I I QI
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND,
WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. �� I II Ipl FILTER FABRIC " ""
=11= III = III= > > > >:> I11= 1I1 =1I1 =1
• NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES /�— I �� III II1 =11I —III " II —III —III;
SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. J =III= III = III —III =1 = III — III =III=
=1 i' 1 =1 1 =1 1 =1 1 =1 1 =1 1 =
DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN —I' =11- III_ III_ III- IIII =1 1III ='
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 = III� -`IIII
ANY TRASH MATERIAL. JILT FENCE
• MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER —BASED PAINTS, VEHICLE
FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE SE -1
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
BURIED 6" UNDER GRADE.
NO SCALE
GRAVEL BAG CHECK C
SE -4 / SE -6
CHANGE NO. DESCRIPTION APPROVED DATE
Q1 ADD GRADING FOR UPPER PAD 5/27/14
Io
.•
I
BMP LEGENG
• EC -4 HYDROSEEDING
• SE -1 SILT FENCE
• SE -2 SEDIMENT BASIN
• SE -4 GRAVEL BAG CHECK DAM
• SE -5 FIBER ROLLS
• SE -6 GRAVEL BAG BERM
• SS -7 STRAW BLANKETS
• SS -8 MULCH ON PAD
HORIZONTAL: 1" = 30'
:MEDIAN ISLAND OF LEUCADIA BLVD, 141' WESTERLY
LEFT TURN ISLAND NODE QUAIL GARDEN DRIVE VERTICAL: N/A
FROM: COUNTY OF SAN DIEGO
E.
� a
C 39726
sryr civo-
F OF' MIJ
ENGINEER
DOUGLAS E. LOGA
GRAVEL BAG
BERM PER SE -6
rj
SLOPE
PLANTING
I v �
( v
� 9
L`
v
ov
FIBER ROLLS ON
SLOPES AS ° r
REQUIRED.
PER SE -5
C S'A.r) -7, O00
�o
`ROCK —LINE 10 —FIBER ROLLS
STRAW BLANKET SWALE TQ ACT AS
PER SS -7 CHEVRONS.
PER SE -5
1
12" THICK SECTION OF
6" MINUS ROCK OVER
MIRAFI FW400
GEOTEXTILE LINING
'. C. C.
BROW DITCH
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
SLOPE
'LANTING
Ld
I
if
CD
o I j
0
PROPOSED BUILDING
ENVELOPE
MULCH ON PAD
PER SS -8
o�
�f
N�
0
a
i 7
Nj
N
N
co
Lo
o O
i
N
w
=z
STRAW BLANKET
PER SS -7
I
I
NOTE:
ALL SLOPES TO BE
HYDROSEEDED OR
PLANTED & IRRIGATED
PRIOR TO SIGN —OFF. �
PER EC -4
1
DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
RETENTION AREA SHALL BE LEVEL
AND DEPRESSED A MINIMUM OF 10"
FROM THE SURROUNDING GRADE
SURFACE
AREA =2400 S.F.
FS =232.5
N
30 15 0 30 60
SCALE IN FEET
SCALE: 1" = 30'
HARDWOOD
MULCH
IN�iN�. ���i���i�h��i�I��i��I���I�ui���n���i����Ny��i�yNiHI�N�i, I���L����nl��� °I� \�i�I� \�iH�� °I��`•irNV•���I
!i!�!�.:!:_! Lei!+ ��ri +�i►!!l�i!irR�fE�!�!!i'_�:!!�ti
r��• • •l1 i, ,� • �I1 �I1 ••i •11 •I1 �%1 •
i.•1 r, r.•1 r.•1 • r.•1 r.•1 r.• r•• r•• r.•♦ r.•1 r.• ♦.•
CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND,
20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30%
TOPSOIL.
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND
SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL
CALCULATIONS.
®NEW SHEET
w BY: CHECKED BY: ENGINEERING DE Al TMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTM
UNDER SUPERVISION F RECOMMENDED: APPROVED: EROSION CONTROL PLAN FOR: tq DATE: 10417- �/y -/V1,l JONES RESIDENCE
R.C.E. N0. 39726 MASIH MAHER r o,GLENN PRUIM 678 QUAIL GARDENS LANE
N EXP. 12 -31 -13 DATE DA1114114 CASE NO. 12 -061 CDP
0
Lr �
O
C)
p
V)
O w
z O
E tJ
W CD
w =D
Z O
O
Z
W J
J Q
Q :2
~ Lil
Q �
O
O
O N
Ln
U �
Q O
Ln
Ld
:�E O
Q�
z�
� O
O Z
11650 -G
z=
-- W Q_
\\Rem ote\rces\Projects\71 56 — Talbot Quail Gardens \Jones— GP03.dwg 10/27/2014 3:13 PM
HORIZONTAL: 1" = 30'
:MEDIAN ISLAND OF LEUCADIA BLVD, 141' WESTERLY
LEFT TURN ISLAND NODE QUAIL GARDEN DRIVE VERTICAL: N/A
FROM: COUNTY OF SAN DIEGO
E.
� a
C 39726
sryr civo-
F OF' MIJ
ENGINEER
DOUGLAS E. LOGA
GRAVEL BAG
BERM PER SE -6
rj
SLOPE
PLANTING
I v �
( v
� 9
L`
v
ov
FIBER ROLLS ON
SLOPES AS ° r
REQUIRED.
PER SE -5
C S'A.r) -7, O00
�o
`ROCK —LINE 10 —FIBER ROLLS
STRAW BLANKET SWALE TQ ACT AS
PER SS -7 CHEVRONS.
PER SE -5
1
12" THICK SECTION OF
6" MINUS ROCK OVER
MIRAFI FW400
GEOTEXTILE LINING
'. C. C.
BROW DITCH
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
SLOPE
'LANTING
Ld
I
if
CD
o I j
0
PROPOSED BUILDING
ENVELOPE
MULCH ON PAD
PER SS -8
o�
�f
N�
0
a
i 7
Nj
N
N
co
Lo
o O
i
N
w
=z
STRAW BLANKET
PER SS -7
I
I
NOTE:
ALL SLOPES TO BE
HYDROSEEDED OR
PLANTED & IRRIGATED
PRIOR TO SIGN —OFF. �
PER EC -4
1
DEEP ROOTED, DENSE, DROUGHT
TOLERANT PLANTING SUITABLE
FOR WELL DRAINED SOIL
RETENTION AREA SHALL BE LEVEL
AND DEPRESSED A MINIMUM OF 10"
FROM THE SURROUNDING GRADE
SURFACE
AREA =2400 S.F.
FS =232.5
N
30 15 0 30 60
SCALE IN FEET
SCALE: 1" = 30'
HARDWOOD
MULCH
IN�iN�. ���i���i�h��i�I��i��I���I�ui���n���i����Ny��i�yNiHI�N�i, I���L����nl��� °I� \�i�I� \�iH�� °I��`•irNV•���I
!i!�!�.:!:_! Lei!+ ��ri +�i►!!l�i!irR�fE�!�!!i'_�:!!�ti
r��• • •l1 i, ,� • �I1 �I1 ••i •11 •I1 �%1 •
i.•1 r, r.•1 r.•1 • r.•1 r.•1 r.• r•• r•• r.•♦ r.•1 r.• ♦.•
CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND,
20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30%
TOPSOIL.
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND
SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL
CALCULATIONS.
®NEW SHEET
w BY: CHECKED BY: ENGINEERING DE Al TMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTM
UNDER SUPERVISION F RECOMMENDED: APPROVED: EROSION CONTROL PLAN FOR: tq DATE: 10417- �/y -/V1,l JONES RESIDENCE
R.C.E. N0. 39726 MASIH MAHER r o,GLENN PRUIM 678 QUAIL GARDENS LANE
N EXP. 12 -31 -13 DATE DA1114114 CASE NO. 12 -061 CDP
0
Lr �
O
C)
p
V)
O w
z O
E tJ
W CD
w =D
Z O
O
Z
W J
J Q
Q :2
~ Lil
Q �
O
O
O N
Ln
U �
Q O
Ln
Ld
:�E O
Q�
z�
� O
O Z
11650 -G
z=
-- W Q_
\\Rem ote\rces\Projects\71 56 — Talbot Quail Gardens \Jones— GP03.dwg 10/27/2014 3:13 PM
0
Lr �
O
C)
p
V)
O w
z O
E tJ
W CD
w =D
Z O
O
Z
W J
J Q
Q :2
~ Lil
Q �
O
O
O N
Ln
U �
Q O
Ln
Ld
:�E O
Q�
z�
� O
O Z
11650 -G
z=
-- W Q_
\\Rem ote\rces\Projects\71 56 — Talbot Quail Gardens \Jones— GP03.dwg 10/27/2014 3:13 PM