2003-7967 G (Plans) WORK TO BE DONE SOILS ENGINEER'S CERTIFICATE LEGEND
STORMWATER POLLUTION CONTROL BMP NOTES GRADING
C. GRADING i P,14 A' ,.q. �,�G4l A REGISTERED CIVIL ENGINEER IN THE STATE OF
RE A-TIVE TO CONSTRUCTION ACTIVITIES A . CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL ITEM
STD. DWG. SYMBOL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE i. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL _
Concrete Washout CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE
DIRECTION BETWEEN THE DATES NdY- 214 Zoo3 AND NdY I� Zoo3 ONE
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STt DY, WITH MY PARCEL BOUNDARY ...... ...............................
* Contractor shall establish and use an adequately sized concrete washout area to AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION
OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
contain washout wastes on site. It is Illegal to wash concrete, slurry, mortar, THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND
WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON FURTHERMORE I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE LIMITS OF GRADING ....................
..................
stucco, plaster and the like into the stormwater conveyance system or any REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL
STATE THAT INSPECTIONS RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
receiving water Contractor shall post a sign designating the washout location AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT
IN HIS INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. EXISTING CONTOUR ..........
2. THE SOILS REPORT TITLED PRELIMINARY SOILS INVESTIGATION FOR OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN
PROPOSED BROWN RESIDENCE PREPARED BY N.C. COMPACTION ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS PROPOSED
CONTOUR ....................... • • . • .... • • • • • 390
Construction Site Access ENGINEERING DATED 11 -12 -02 SHALL BE CONSIDERED AS A PART OF AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
0-1
ACCORDANCE WITH SIGNED: � DATE: p��' !� Z or EsS
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORD GRAVEL BAGS . • ....... .
* A stabilized construction site access shall be provided for vehicles egress and ti • • • • • • • • • • •
• • • • • • • • • • • • • • • • ' •' • •'
THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES
� �� R• RF F
ingress to p revent tracking dirt off site. This shall include using material su ch as TO PROVIDE POSITIVE DRAINAGE AND PREVENT
PONDING OF WATER. HE SHALL 3 y Q` �'� SILT FENCE . , .... . • • . .. ... ............ ....... ' .. ... ....... °•ss -w "� = ° °t ° - µ-
_ a a
gravel and /or corrugated steel panels/plates. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR RCE NO.. EXP. DATE.
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO Exp.
9!30105 P.C.C. LINED DR OW DITCH .. . . . .... . ... D- 75......... .
Construction Vehicles WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME
AS NORTH COUNTY COMPACTION ENGINEERING
FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN P.O. BOX
302002 ��► Cly�►.
*
A specific area away from gutters and stormdrain shall be designated for PLANS. INSTALLED. ESCON CA 92030 Q
of � GRASS -BMP LINED DITCH . , • • • ....... ������� • ���i
4 DIDO i 1 r
760 80 fi . �� E .
.
construction vehicles parking, vehicle refueling, and routine equipmen maintenance.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
FILL JOB No. CE -6789 PROPOSED PAVEMENT . , , ...... ,
All mayor repairs shall be made off -site. SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE
RIP -RAP ENERGY DISSIPATOR ...... , . D- 40.......... .
Erosion Control PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING CONTRACTOR FROM THE SURFACE UPON WNHICH THE FILL IS TO BE
PLACED STATEMENT OF ENGINEER OF WORK DAMAGED OR DESTROYED SHALL BE REPLACE.'. OR REPAIRED TO CONDITION LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED
TO SUITABLE FIRM SLOPE STABILIZATION ....................... , ............
* Erosion control must be provided for all erosive surfaces. Sloped surfaces EXISTING PRIOR TO GRADING. NATURAL GROUND. THE EXPOSED SOILS SHALL
BE SCARIFIED TO A DEPTH OF THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
especially shall be protected against 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE ENGINEER SHALL COMPLY
WITH THE GENERALLY ACCEPTED STANDARDS AND STABILIZED CONSTRUCTION ENTRANCE ...... , �p o
6 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH PRACTICES OF THE ENGINEERS TRADE or PROFESSION. THE
ENGINEER FURTHER
erosion by installing erosion resistant surfaces such as CONTRACTORS RESPONSIBILITY TO PLACE SPREAD WATER AND COMPACT THE '
erosion control mats, adequate ground cover vegetation, MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND FILL IN STRICT ACCORDANCE
WITH SPECIFICATIONS. AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH
and bonded fiber matrix. REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. THE RULES AND REGULATIONS REQUIRED
BY THE CITY OF ENCINITAS. THE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE ENGINEER
AGREES THAT ANY PLAN CHECK or RENEW PERFORMED BY THE
* No excavation and grading activities are allowed during DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES
AND UNIFORM CROSS SECTIONS. THE SLOPES CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
wet weather. TO All LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND
TRIMMED PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
AND REGULATIONS. AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY ENCINITAS OF THE TECHNICAL SUFFICIENCY
or ADEQUACY OF THE PLANS or
* Diversion dikes shall be constructed to channel runoff around the construction CONDITION. ALL STONES, ROOT'S AND OTHER WASTE MATTER
EXPOSED OR DESIGN OF IMPROVEMENTS BASED THEREON THE ENGINEER AGREES TO
NOTE:
site Contractor shall protect channels against erosion using permanent and 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF ( 1/2) MILE OF EXCAVATION
OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS
SHALL BE REMOVED AND DISPOSED 0F. THE TOE AND TOP OF ALL SLOPES
temporary erosion control measures. AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE or BODILY INJURY ARISING THIS LOT
WAS PREVIOUSLY CLEARED PURSUANT TO
• A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN
P y THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. SOLELY
FROM THE NEGLIGENT A TS, ERRORS, or OMISSIONS OF THE ENGINEER AGREEMENTS WITH LOCAL ENVIRONMENT AGENCIES &
AND CITY RECOGNIZED HOLIDAYS AND HIS/HER A TS or EMP YEES ACTING WITHIN THE COURSE AND SCOPE PER CITY
OF ENCINITAS DWG. No. 7134 -G.
* Remove existing vegetation only when absolutely 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL OF SUCH AGE
Y D EMPL YMEN T AND ARISING OUT OF THE WORK
necessary Large projects shall be conducted in phases to avoid unnecessary BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY
THE PERFORMED ENGIN �R.
removal of the natural ground cover. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADiNG MEETING CONTRACTOR SO AS TO LEAVE THE AREAS
THAT HAVE BEEN CLEARED WITH
Do not remove trees or shrubs unnecessarily; they help decrease erosion HAS BEEN HELD ON-SITE WITH THE FOLLOWING PEOPLE PRESENT: NEAT AND FINISHED
APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGlNEER,GRADING CONTRACTOR
AND PERMlTTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL � /Z D A D TE. I
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* Temporary vegetation must be planted on slopes or where construction is not CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. I)Oud
LOGAN
immediately planned for erosion control purposes. Erosion shall be prevented by
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planting fast - growing annual and perennial grasses to shield and bind the soil. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY D.
LANDSCAPING RCE NO.: 39726
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL �, s
possible, nce excavation and radio SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED
IN ACCORDANCE WITH LOGAN ENGINEERING y `=
Plant permanent vegetation as soon as gradin _ Z
activities are complete. PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS PLANS APPROVED BY THE CITY ENGINEER. PLANS
SHALL CONFORM TO THE 132 N. EL CAMINO REAL, SUITE N W c 39726 m
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND
ENCINITAS, CA. 92024 , EP. i2/3I/05 SITE Amr, f800'
HAULING OPERATION. IRRIGATION STANDARDS. (760) 510 -3152 s� c�vit
* Water usage for dust control shall be minimized. r o� MEGAN LANE
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES
of cAt %E DUSTY TRAIL
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY,
PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED , i
•, On -site Construction Material Storage AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING BETWEEN OCTOBER 1 AND APRIL 5.
UNDER PERMIT NO. 7967 -G HAS BEEN PERFORMED IN SUBSTANTIAL O WNE R 'S CERTIFICATE I \
LONE
* Stored .materials shall be contained in a secure place to prevent seepage and CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE
C��� - � HILL ..
spillage Contractor shall store these products where they will stay dry out of the ATTACHED AS- GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE E.
EROSION CONTROL I (WALE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST ±2500'
rain. Contractor shall provide secondary containment for all fuel stored on -site. DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY HOLLOW
OPERATION. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG BROWN AT AND ADVISE ON THE COMPACTION AND STABILITY OF THE
SITE. DO
* Eliminate or reduce pollution of stormwater from stockpiles kept on - site. (760) 944 - 66 11. (24 hour No.)
Stockpiles may include soil, paring materials, asphalt concrete, aggregate base, B. NOTIFICATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY
WORK SHALL BE MADE
etc Stockpiles shall be located away from concentrated stormwater flows • and AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY SIGNED:
DATE: Z S 3
to k Iles shall be covered or protected with soil stabilization 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
R C LO
stormdi oin inlets. S MATERIALS SHALL BE STOCKPILED TOCKPILED ON SITE AT CONVENIENT LOCATIONS TO RE Y BROWN
ORTUI�A r
m easures and p rovided with a te m p orar y sediment barrier around the perimeter at STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS =
al p P y AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO I
all times. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE EMINENT. SIGNED: DATE: 17- 3
o
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO ATHLEEN BROWN d-
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT
THE � � ROAD d �
Training N
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE APPROVAL OF THE ENGINEERING INSPEGTOR. SIGNED: DATE: 2-
C ° a N
* Contractors employees who perform construction in the City of Encinitas shaft FOLLOWING OWA+NERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WI AM A. CRA N, LQ� � ! �O FARES
RO HAI CD CD trained to be familiar with the City of Encinitas stormwater pollution WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
AFTER EACH • pollution control EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND ft
�
requirements These BMP notes shall be available to everyone working on site. The NOTIFICATION OF COMMENCEMENT OF WORK.
property owner(s) UN -OFF PRODUCING RAINFALL. SIGNED: � Z L
rs} and the prime contractor must inform subcontractors about 0
A - 760 753 -0155 - L.C.W.D. L7 GEROLD McKEDWN E� DOK�� ,
stormwater requiremen and their own respons . SEWERS ( } 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL -
Q D CAM1�p u7
B. GAS &ELECTRIC - (800) 227 -2600 - SDG &E. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED SIGNED:
DATE: 3 Z FL ►�oR Ln
Waste Management GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 1NHICH MAY ARISE. FOSTER R BROWN �
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C. WATER - (760) 753 -6466 - O.M.W.D. o U
* Contractor shall be responsible for properly disposing of all waste and unused 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
NECESSARY
i
D. TELEPHONE - 800 227 -2600 - PACIFIC BELL PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED SIGNED: DATE:
c -J" v Z Z
P products on the WATERS CREATE A HAZARDOUS CONDITION. ETTY J. BROWN
i � Z W
construction materials. Dumping of unused or waste g round,
where water can carry them into the conveyance system is strictly prohibited. E. CABLE N - (800 }' 227 -2600 - DANIELS CABLE.
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* red into HOURS 7• ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN � LNclIVITA
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No seepage from dumpsters shall be discha 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 0 SHALL BE INCORPORATED HEREON
CALIFORNIA GNATCATCHER NOTE �L S R W
s tormwater Berms /dikes shall be placed around dumpsters PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -27700
V, 2: �-
to divert the natural storm runoff Dumpsters shall be checked frequently for B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
FROM THE A� - D SANTA
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR DIEGAN COASTAL SAGE SCRUB THAT IS OCCUPIED BY THE COASTAL CALIFORNIA
GNATCATCHER W �9D VICINITY MAP 0- N
leaks Dumpster lids shall remain closed at all times Dumpsters without lids shall INSPECTION. PHONE: (760) fi33 -2770. ALL WORK PERFORMED WITHOUT FACE
OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. SHALL NOT BE REMOVED DURING THE BREEDING SEASON (FEBRUARY 15 THROUGH AUGUST 1, or
i •
be placed within structures with i mpervious roofing or covered with tarps in order BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND UNTIL
ALL NESTING IS COMPLETED }� DEMONSTRATION OF ABSENCE OF GNATCATCHERS SHALL z � T.B. PG. 1148 -83 J to avoid rain contact with any trash material.
REMOVAL. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT REQUIRE SURVEYS PURSUANT TO USFWS PROTOCOL, WITH CLEARING OF UNOCCUPIED
HABITAT Q NO SCALE
THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY 6 dB REQUIRING THE CONCURRENCE OF THE WILDLIFE AGENCIES.
CONSTRUCTION ACTIVITIES SHALL �
* Many construction materials, including solvents, water -based paints, vehicle FORECAST EXCEEDS FORTY PERCENT (40}. SILT AND OTHER DEBRIS
SHALL NOT TAKE PLACE WITHIN 500 FEET OF AN ACTIVE GNATCATCHER NEST AND SHALL NOT EXCEED C�
fluids, broken asphalt and concrete, wood, and cleared vegetation can be recycled ENVIROMENTAL DATA BE REMOVED AFTER EACH RAINFALL. (A)
Leq A THE OUTSIDE PERIMETER OF GNATCATCHER HABITAT DURING THE BREEDING O
Non - recyclable materials
_ als must be taken to an appropriate landfill or disposed of 1 0.
SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE SEASON. W z
M
as hazardous waste. For information on disposal of hazardous material, call the 1) STEEPEST EXISTING NATURAL SLOPE ON - SITE = 12%
W Q
Hazardous Waste Hotline toll free at (800) 714 - 1195 . For information on landfills EFFECTIVE COVERAGE OF GRADED SLOPES (909 COVERAGE)
PRIOR TO
NOVEMBER 15th THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW Z U
o r dum 2) MAXIMUM VERTICAL DEPTH OF CUT = 3.5 OVMER & PERMITTEE. SITE LOCATION , . E5
J
and t o d er p sters call EDCO at 760 } 436 -4151 INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND
Civil Engineering Z W
3) MAXIMUM VERTICAL DEPTH OF FILL = 10.0' SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF 264- -- -
W
222 05 • Land Planning
* Po llutants shall be kept off exposed surfaces. Place trash cans and recycling CONSERVATION. MR. GREG BROWN ��.�.
•
receptacles around the site. _ = 1 � r 3i 28 DUSTY TRAIL a Structural
Q
rece z
P 4} AVERAGE DEPTH OF CUT -- 50D x 27 -x9,000 . 1L'� OLIVENHAIN, CA 92024 VACANT LOT AT TERMINUS OF Surveying O
N
* Portable toilets must be in good working order and checked frequently for leaks 5) AVERAGE DEPTH OF FILL = 2,500 x 27 : 19,50D = 3.5'
f 760- 944 -6611 MEGAN LANE, n/o DUSTY TRAIL Q M
Contractor shall provide secondary containment and locate portable toilets away 132 N. El Camino Real, Suite
N • Encinitas, CA 92424 `-
from stormdrain
NoText
LEGEND�
WORK TO SE DQNE �.
SOILS ENG INEER � S CERTIFICATE
MI TER POLLU33ON CONTROL eMP N.�
GRADING
STOR
+,� 1, 94X- f F' A REGISTERED CIVIL ENGINEER IN THE STATE OF
CONM UCTION A CTIMMES A. GEbIEBAL GRADING
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL ITEM STD. DWG. SYMBOL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
1. ALL WORK SHALL FEE DONE iN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
Concrete Washout STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN DIRECTION BETWEEN THE DATES No Y- el, 2003 AND
NbY /2 L' ONE
ENG INEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE ry
PARCEL BOUNDARY
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFlLLS AND
COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' "' ' ' ' ' ' ' ' '
EXC - �-
y AREA REGIONAL STAND ACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
Contractor shall establish and use an ade q uatei sized concrete washout area to STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMP RECOMMENDATION
S, ENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. LIMITS OF GRADING ....... ............................... "
contain washout wastes on site. it is illegal to wash concrete, slurry, mortar, THEREFROM SHALL BE IAPPROVE;D BY THE CITY ENGINEER PRIOR TO ANY AND
WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
stucco, plaster and the like into the stormwater conveyance system or any REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE
THAT INSPECTIONS RECOM ENDATiONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
i w Cont it post s i g n designating the washout location. AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS O RATED
IN THE GRADING PLANS AND SPECIFICATIONS. EXISTING CONTOUR ....... ...............................
rece w a ter. Con# acto she p a g g g
2. THE SOILS REPORT TITLED PRELIMINARY SOILS INVESTIGATION FOR OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN
'
Construction Site Access PROPOSED BROWN RESIDENCE PREPARED BY N.C. COMPACTION ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS
PROPOSED CONTOUR ...... ............................... 390 '
ENGINEERING DATED 11 -12 -02 SHALL BE CONSIDERED AS A PART OF AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR � ��•-' fit. !Z
t
• � DATE: ES +� F
LAN. 'ALL GRADING SHALL BE .DONE IN ACCORDANCE WITH � INTENDED USE. SIGNED. Lis. a s GRAVEL BAGS .....................
......... ...
THIS GRADING P ��, � R F
* vehicles egress and r ... ' . , „
P THE RECOMMENDA11ONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
y ��, RFC ti� " ,
A stabilized construction site access shall be provided for veh cle
C 3 � SILT FENCE .. .
ingress to prevent tracking dirt off site. This shall include using material such as PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER.
HE SHALL �i • •
EXP. DATE: o < � ............................... v ,..
gravel and /or corrugated steel panels /plates. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, CONTROL SURFACE WATER AND AVOID DAMAGE
TO ADJOINING PROPERTIES OR RICE NO.: W rn
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO Exp.
9130/05 ' P.C.C. LINED DROW DITCH ............. D- 75..........
Construction Vehicles WITHIN STREET" RIGHT�OF -WAYS. SEPARATE APPROVALS AND PERMITS PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME
E AS COUNTY ENGINEERING �
FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN P.O. BOX
302002 sr c1Y1 Z_� ESCONDIDO, CA 92030 °GRASS -BMP LINED DITCH ............................
* A specific area away from gutters and stormdrain shall be designated for PLANS. INSTALLED. o cA , ...
, , ... , ... • , : ,
760 -4110 -1116 .
i vehic r e fu eling , and routine e quip ment maintenance. =
PROPOSED PAVEMENT .. , . , . , , ..
construction vehicles parking, v�eh c e efu g, JOB No. CE - 6789
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
FILL
All major repairs shall be made off -site. SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL
RiP -•RAP ENERGY DISSIPATOR ........ D- 40..........
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE
Erosion Control PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE
PLACED STATEMENT OF ENGINEER OF WORK SL OPE STABILIZATION ..... ............................... W
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
* Erosion control must be provided for all erosive surfaces. Sloped .surfaces EXISTING PRIOR TO GRADING. NATURAL GROUND. THE EXPOSED SOILS SHALL
BE SCARIFI ED TO A DEPTH OF THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
especially shall be protected against
6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS
AND STABILIZED CONSTRUCTION ENTRANCE ............... o e o
erosion by installing erosion resistant surfaces such as 6. THE DEVELOPER SHAALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH CONTRACTOR'S RESPONSIBILITY
TO PLACE, SPREAD, WATER AND COMPACT THE PRACTICES OF THE ENGINEERS TRADE or PROFESSION. THE ENGINEER FURTHER
erosion control mats, adequate ground cover vegetation, MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND FILL IN STRICT ACCORDANCE
WITH SPECIFICATIONS. AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH
and bonded fiber matrix. REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.. THE RULES AND REGULATIONS REQUIRED BY THE
CITY OF ENCINITAS. THE
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE ENGINEER AGREES THAT ANY PLAN CHECK or REVIEW PERFORMED
BY THE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
* x activities are allowed Burin INCLUDING S AND SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS
SECTIONS. THE SLOPES CITY OF ENCINITAS IN CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
No excavation vation and grading g 9 DEVICES, INCLUD SHORING, OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED
wet weather. TO ALL LOCAL, STATE I PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS
AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY ENCINITAS OF THE TECHNICAL SUFFICIENCY or ADEQUACY OF
THE PLANS or
AND REGULATIONS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR DESIGN OF IMPROVEMENTS BASED THEREON. THE
ENGINEER AGREES TO NOTE:
* Diversion dikes shall be constructed to channel runoff around the construction EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME
LOOSENED INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
site. Contractor shall protect channels against erosion using permanent and S. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF SHALL BE
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE or BODILY INJURY ARISING THIS LOT WAS PREVIOUSLY
CLEARED PURSUANT TO
8'F'i'ip arosian control measures A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING
ORDINANCE. SOLELY FROM THE NEGLIGENT A TS, ERRORS, or OMISSIONS OF THE ENGINEER AGREEMENTS WITH LOCAL ENVIRONMENT AGENCIES &
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON 'SATURDAYS, SUNDAYS AND HIS/HER A TS or EMP PEES ACTING WITHIN THE COURSE
AND SCOPE PER CITY OF ENCINITAS DWG. No. 7134 -G.
* Remove existing vegetation only when absolutely AND CITY RECOGNIZED HOLIDAYS 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL
SHALL OF SUCH AGE Y D EMP ENT AND ARISING OUT OF THE WORK
O
necessary. Large projects shall be conducted In phases to avoid unnecessary g, NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING C
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE PERFORMED ENGIN R.
removal of the natural ground cover. HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE PRESENT: CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE
BEEN CLEARED WITH A
NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL DATE:
Do not remove trees or shrubs unnecessarily; they help decrease erosion CITY INSPECTOR, CIViL ENGINEER, SOILS ENGINEER,GRADING CONTRACTOR A OF LOCATION
OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER
AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. SIGNED.
* Temporary vegetation must be planted on slopes or where construction Is not CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
DOUGLA LOGAN
Immediately planned for erosion control purposes. Erosion shall be prevented by of ESS r
b ind the soil. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY D. LANDSCAPING RICE NO.: 39726 ��° �
E.
planting fast growing annual and perennial grasses to shield and b D LA ;
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL h s�
* s s p ossible, once excavation and g rading SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. ALL SLOPES SHALL BE PLANTED
AND IRRIGATED IN ACCORDANCE WiTH LOGAN ENGINEERING
Plant permanent vegetation as s o on a p g PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS PLANS APPROVED BY THE CITY
ENGINEER. PLANS SHALL CONFORM TO THE
r t I ORDINANCE AND ALL ADOPTED LANDSCAPE AND 132 N. EL CAMINO REAL, SUITE N C 39726
activities a .
e complete. AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE CITY OF ENCINITAS GRADING 0 ENCINITAS, CA.
92024 Ems. �2/s� /oa
SITE faoo' '
* IRRIGATION STANDARDS. (7fi0) 510 -3152 r,� civ1ti o���� MEGAN LANE ,
Water usage for dust control shall be min
RATION., - _
HAULING OPE RATION.
t
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 2. FINISH GRADING AND PLANTING SHALL BE AC60MPUSHED ON ALL SLOPES
of c�+►.�� g DUSTY TRAIL
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED
/
On -site Construction Material Storag AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: THE GRADING BETWEEN OCTOBER 1 AND APRIL 15.
' w
.., �< .._ ... � � � �.� � t `'� LONE HILL A
g � OWNERS CERTIFICATE t -. - _
UNDER PERMIT NO. � 5Q........_ HAS BEEN PERFORMED IN SUBSTANTIAL ? CR£
* Stored materials shall be contained in a secure place to prevent seepage and CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE
r the will stay d out of the ATTACHED AS- GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE E. EROSION CONTROL - I
(WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST a t25�'
H W
Contractor shall store these p roducts where y y y y . ,
sp illage.
P
rain. Contractor shall provide secondary containment for all fuel stored on -site. DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG BROWN AT HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY OPERATION.
AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. ` x
(760) 944 -6611. (24 hour No.)
* Eliminate or reduce potlution of stormwater from stockpiles kept on -site. CN
Stockpiles may include soil, paring materials, asphalt concrete, aggregate base, R. NOTIFICATIONS 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK
SHALL BE MADE
SEASON: ALL NECESSARY SiGNED: DATE: i TUNA RA
etc. Stockpiles shall be located away from concentrated stormwater flows and AVAILABLE AT ALL TIMES DURING THE R AIN Y
stormdrain inlets. Stockpiles shall be covered or protected with soil stabilization 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND MATERIALS
SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO LAREWAY BROWN
3
measures and provided with a temporary sediment barrier around the perimeter at STR UCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF FACILITATE
RAPID CONSTRUCTION OF TEMPORARY, DEVICES WHEN RAIN IS '
all times AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EMINENT SIGNED: �t� DATE: /Z� i�` Zo
3
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. THE;
LO
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO & DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT THE r
ATHLEEN BROWN A l ROAD
Training PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK APPROVAL OF THE ENGINEERING INSPECTOR.
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE SIGNED: ATE: �'�.� Q� C 'g1�i�, Ol.1N
�'p�
* Contractors' employees who perform construction in the City of Encinitas shall FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 4. THE
CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO W AM A. CRA FARMMS S RO
RO
be trained to be familiar with the City of Encinitas stormwater pollution control EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND WORKING
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
requirements. These BMP notes shall be available to everyone working on site The NOTIFICATION r OF COMMENCEMENT OF WORK. RUN -OFF PRODUCING RAINFALL. S
IGNED: 'i 7 L
700, Sy 1,
property owner(s) and the prime contractor must Inform subcontractors about GEROL.D McKEOWN EL
stormwater requirements and their own responsibilities.
A - (760) 753 -0155 L.C.W.D. 5• THE CONTRACTOR SHALL INSTALL ADDITIO EROSION CONTROL z 1) PAM/No
P
8. GAS & ELECTRIC - 800 227 -2600 - SDG&E. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED SIGNED:
DATES -. f 5 3 E � of? 7E 1 =
Waste Management'+ ( ) GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. vJ
C. WATER - (760) 753 -6466 - O.M.W.D.
h FOSTER .BROWN O Z
. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY �, Cj �� 2 Z W
6
* of all waste and unused IMPOU
SIGNED. .DATE. 1 � c� Z
Contractor shall be responsible for properly disposing D. TELEPHONE - (800) 227 -2600 - PACIFIC BELL PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AREAS WHEN IMPOU D
construction materials. Dumping of unused or waste products on the ground, WATERS CREATE A HAZARDOUS CONDITION. ETTY J. BROWN
them into the conveyance system s strictly p. E. CABLE - (. a
y I tlrohibited TV 800)' 227 -2500 - DANIELS CABLE
� Z
where water can carry
* red Into 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS SHALL BE I HEREON. FRONDED PER THE APPROVED GRADING PLAN
CALIFORNIA GNATCATCHER NOTE: eL�' ,� 0
No seepage from dumpsters shall be discharged -
stormwater. Berms /dikes shall be placed around dumpsters PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE-.(760) 633 -2770.
ntl for & GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE DIEGAN COASTAL SAGE SCRUB THAT IS OCCUPIED
BY THE COASTAL CALIFORNIA GNATCATCHER „ R O,q� SANTA FE VIC MAP CL Ln
to divert the natural storm runoff. Dumpsters shall be checked freque y 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
leaks. Dumpster lids shall remain dosed at all times. Dumpsters without lids shall INSPECTION. PHONE: (760) 833 -2770. ALL WORK PERFORMED WITHOUT FACE
OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. SHALL NOT BE REMOVED DURING THE BREEDING SEASON (FEBRUARY 15 THROUGH AUGUST 1, or
be placed within structures with impervious roofing or covered with tarps In order BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND 9• ALL
REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
UNTiL ALL NESTING 15 COMPLETED }> DEMONSTRATION OF ABSENCE OF GNATCATIvHERS SHALL z ¢ T.B. PG. 1148 -83
J
to avoid rain contact with any trash material. REMOVAL. THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY REQUIRE
SURVEYS PURSUANT TO USFWS PROTOCOL, WITH CLEARING OF UNOCCUPIED HABITAT NO SCALE
FORECAST EXCEEDS FORTY PERCENT (40R). SILT AND OTHER DEBRIS SHALL REQUIRING THE CONCURRENCE OF THE WILDLIFE AGENCIES. CONSTRUCTION
ACTIVITIES SHALL
* Many construction materials, including solvents, water -based paints, vehicle NOT TAKE PLACE WITHIN 500 FEET OF AN ACTIVE
GNATCATCHER NEST AND SHALL NOT EXCEED p
BE REMOVED AFTER EACH RAINFALL.
fluids broken asphalt and concrete wood and cleared vegetation can be recycled ENVIROMENTAL DATA eo d8 (A) i eq A THE OUTSIDE
PERIMETER OF GNATCAT( •IER HABITAT DURING THE BREEDING
Non- recyclable ma #erials must be token to an appropriate landfill or disposed of N -SITE 127r 10. SHOULD GERMINATION OF HYDROSEEDED
SLOPES FAIL SEASON.
as hazardous waste. For Information on disposal of hazardous material, call the 1) STEEPEST EXISTING NATURAL SLOPE O T PROVIDE
EFFECTIVE COVERAGE OF GRADED SLOPES (9076 COVERAGE) PRIOR TO U
Hazardous Waste Hotline toll free at (800) 714 -1195. For information on landfills 2) MAXIMUM VE RTICAL OVEMBER 15th THE SLOPES SHALL BE STABILIZED
WITH PUNCHED STRAW OWNER & FOERMITTEE: SITE LOCATION
RTICAL DEPTH OF CUT = 3.5' • Civil Engineering
and to order dumpsters call EDCO at (760) 436 -4151. INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND
• Land Planning
= 10.0' SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF 26 4- 222 - 05
* e trash cans and recyclin 3) MAXIMUM VERTICAL DEPTH OF FILL CONSERVATION. � MR. GREG BROWN
ycl g • Structural Q Z
Pollutants shall be kept off exposed surfaces. Plac
receptacles around the site. 3128 DUSTY TRAIL • Surveying N
p 4) AVERAGE DEPTH OF CUT =
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