HomeMy WebLinkAbout6.9-265JOEL A FARO
3135 LOTUS LANE
BAKERSFIELD, CALIFORNIA
The GRADING PLAN as shown on this drawing is hereby approved,
subject to any indicated corrections or additions. Approval by the Public
Works, Department and Budding D+apartment indicates approval only
as to dt-sign criteria use and contor,nance to Cay Standards, Codes
and Ordinances EnginF•er for the subdivider or devei, 1per shall be
responsible for act uracy ut calculations for this plan and shall submit
a certified "as -graded" plan atter completion of the grading.
APPROVEDBX.
ub s rt Int tGo
• � V
Buildr Department ate
LEGEND:
O� Q
E) �--- C4 98 CO' - FINISH TOP OF CONCRETE ELEVATION
O
Z ✓,4CQUEL/NE ,4 VENUES M bO HP - HINGE POINT
Z GND - GROUND
N89' 55' 15"W 625.50' 0'
FL -FLOW LINE
L mimm 111101M SEEM 111MM Now= 110MM MAN= MEN= mum's KAMM, almn BAN= Boom 9 W,
FG - FINISH GRADE
NORTH
PROPERTY LOCATION MAP I - 1 FOOT CONTOUR
1"=40'
ti
100'���� x� �o,`•
B TBM ELEVATION= 100.00'
0
o° A ,�0 2 0��
x�'� � 2 °° oma. x °��
xo,� x x I
� I97.5' 100'
o° TOP�� 4:1 SLOPE I o� 5' 97.5' 98.1' 10' 1 98.3'
- _ - - - - - TOP o� FL oo FL 98.5' S89- 55L 13"E 625.43'
_ » o
. ...................._........... ................. _ » -
..
T
6' _-� - _ �_ � 0.7% - LAWN AREA TC
-- 98.63' 7-7
I 97.0' HP0 fly 1
75' In
FL 98 83' ' /
SUMP, BOTTOM -2.0% ND
97.5' ELEV• = 96.0' _ PROPOSE HOUSE
97.5 ,
C I F.F. ELEV.= 99.5'
W LK W Y '
2 --- o� -- --; -- - '-97.3' -- -- -- -- -- -- --
HP -- -- -- - - - -- -- -- -- -- -- -- -
o�. \ , r
xo I �� .ti' \ GARAGE LAWN AREA
��� 98.83' 98.83' 99.90
4:1 SLOPE \\ p9 xC' TF TC 15' TC
� 41' \ -2.0%in�, ... CONCRETE
' \ 98.75' o � .. DRIVEWAY o
I.
I \
.. .. CK
Hr if
1.OaG\ x:.98.75 98.75 0 '.. ..
C 99.82
3 _ \ 98.55' N/ TC .: TC
HP ��� .98.69' 98.69' o ,�-----------
56 �'
97.5 TC TC N ,� 99.64 X
�o TOP ��,ti 53' TOP FL N, I i N HP
xo o ��' CONSTRlJ6TLON \ LIMIT OF !aa.50' 0���
o� \ I HP o x
xA 97.85' � ;' 4.2' --
HP...... x� �� \ ' �` �
' xo 98" 17'
-__ I FL -- --
98.75'
.... 97.79' - Lo
FIL - - FL
o I
98.29 - HP /
�.. t
HP &
' N
✓,4CQUEL/NE ,4 VENUE M
0
9OO
xo-\10Z
o.
oma'
I
N89' 55' 15"W 625.50' -
0
x x°A. ��° NORTH
GRADING»_�x� r,�.�,t>t�tr,�,�L � xPLAN '� p
CALF. 1 20
o
30
x o.
oo.
CONSTRUCT 15' WIDE
DRIVE APPROACH PER
o CITY OF BAKERSFIELD
DEVELOPMENT
STANDARDS ST -7
I ti
o,° °1C 5q
x CP
oo.
x
5'
(
CV
o~ o�
30'
CP
RM
JUNE
WM PL. PLANZ
'U AN
G
LN
'GNIrY
V $ NAflIPCG
AMADDR �
P¢ .
MING z
MAR
-REESE I
GATEWAY AV-
4 E BE
Cw-d,- MA MRBCHER r MC CLEA V
VICINITY MAP
NTS
_SUMP VOLUME CALC'S
Runoff Volume (cu.ft.) = 0.15 x (C x A) (24 -hr, )
�aePE �0y�
Area s.f. C C*A 0.15*C*A OOPS C.
o y:
Front Yard 5,656 0.27 1,527 229 0 33493
Back Yard 23,830 0.05 1,192 179
Roof Area 2,160 0.95 2,052 308 Exp. 6 30!
Driveways 3,320 0.95 3,154 473 cfviL �P
TOTAL 34,966 7,925 1,189 OFC
PROVIDED SUMP CAPACITY 7,950± cu. ft. (volume using Autocad Civil 3D program)
NOTE: JUL 11 20t
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS
DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS
SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR
THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO
ISSUANCE OF A PERMIT.
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM (NPDES). A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO
DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER No.2009-009-DWQ
AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-006-DWQ) MUST BE FILED WITH STATE WATER
RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY.
COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN
(SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION
DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER
HAS BEEN BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT.
THE LANDSCAPED AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE
ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%.
24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION SECTIN SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661)
326-3049.
COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /
SUBDIVIDER / CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY
THE CITY ENGINEER.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION.
(800)-612-2444)
ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE
SUBSTANDARD OR DAMAGED WILL REQUIRED RECONSTRUCTION OR REPAIR AS DETERMINED BY THE CITY
ENGINEER.
BASIS OF BEARING
ALL BEARINGS AND DISTANCES SHOWN ON THIS MAP UNLESS OTHERWISE INDICATED ARE RECORD OR
CALCULATED FROM RECORD PARCEL MAP NO. 3239 RECORDED IN BOOK 19 PAGE 79 OF PARCEL
MAPS, IN THE OFFICE OF THE COUNTY RECORDERS OF SAID COUNTY.
TEMPORARY BENCHMARK
ASSUMED ELEVATION AT THE NORTH EAST CORNER OF PROPERTY, AT THE TOP OF CURB.
ASSUMED ELEVATION = 100.00'
LEGAL DESCRIPTION:
PARCEL 4 OF PARCEL MAP NO. 3239, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN,
STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 19, PAGE 79 OF PARCEL MAPS,
IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
OWNER:
JOEL ALFARO
614 DEL MAR DRIVE
BAKERSFIELD, CALIFORNIA
APN: ACREAGE DISTURBED AREA:
170-150-10 36,008 S.F. = 0,83 ACRES
GRADING PERMIT No. 18-400000018
CITY RECORDS No.
AL 1 2 2018
1
W N
2 T� LL
U)
WHI'E'-
.N.
z
E. 'WHITE LN.
z0
i
SAN EN
i� F PCN
W
16
1
K5 �
z C¢BDU E
z
B.9D-A
ME.Y,JCD
z
JLC 'ARC
G
0
BBBC
y 3
Ld
YJ�
<
g`�
LA.
111,471
y
GLINT HELENS � M'HCA FFiS
MI
Cx-D
r
C4 A GMNDE
BAKEISf. ELO
c LL
m'II
A. -
A!RP RK
T30S/R28E
NEbA
BUFIAXKG
�
allx
SM.
"K
0
PACHECO
71 .E
_+ IIRLENI AV
E.SILENE CF �. " $ w
GLI
VA
ANC
Q
--
SITE
'a
SCHU.L ARM
-
E. P
ANZ
LO -E
AV v -'
""FAXON
MIKE NN --F91
l PLAYA '� � � KIN
3
RBALANC
E EFVCE .z.. DR
ER
BERNC c C!
BPA:;= SAYNE
E PUEBLD >
-
YMNGES'ER
XDELI EAY
NDEI g FARHUG'
w
g LA KvxER
ISA
3 c'i g CALL CE ORDY
SON
BRYAN'
CARVEfl
PINB'0.8
"' lam£
AUBEARf
BUTTERFIELD
CT
o
c
LL
_
RE XLAN
Cw-d,- MA MRBCHER r MC CLEA V
VICINITY MAP
NTS
_SUMP VOLUME CALC'S
Runoff Volume (cu.ft.) = 0.15 x (C x A) (24 -hr, )
�aePE �0y�
Area s.f. C C*A 0.15*C*A OOPS C.
o y:
Front Yard 5,656 0.27 1,527 229 0 33493
Back Yard 23,830 0.05 1,192 179
Roof Area 2,160 0.95 2,052 308 Exp. 6 30!
Driveways 3,320 0.95 3,154 473 cfviL �P
TOTAL 34,966 7,925 1,189 OFC
PROVIDED SUMP CAPACITY 7,950± cu. ft. (volume using Autocad Civil 3D program)
NOTE: JUL 11 20t
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS
DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS
SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR
THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO
ISSUANCE OF A PERMIT.
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM (NPDES). A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO
DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER No.2009-009-DWQ
AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-006-DWQ) MUST BE FILED WITH STATE WATER
RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY.
COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN
(SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION
DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER
HAS BEEN BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT.
THE LANDSCAPED AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE
ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%.
24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION SECTIN SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661)
326-3049.
COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /
SUBDIVIDER / CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY
THE CITY ENGINEER.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION.
(800)-612-2444)
ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE
SUBSTANDARD OR DAMAGED WILL REQUIRED RECONSTRUCTION OR REPAIR AS DETERMINED BY THE CITY
ENGINEER.
BASIS OF BEARING
ALL BEARINGS AND DISTANCES SHOWN ON THIS MAP UNLESS OTHERWISE INDICATED ARE RECORD OR
CALCULATED FROM RECORD PARCEL MAP NO. 3239 RECORDED IN BOOK 19 PAGE 79 OF PARCEL
MAPS, IN THE OFFICE OF THE COUNTY RECORDERS OF SAID COUNTY.
TEMPORARY BENCHMARK
ASSUMED ELEVATION AT THE NORTH EAST CORNER OF PROPERTY, AT THE TOP OF CURB.
ASSUMED ELEVATION = 100.00'
LEGAL DESCRIPTION:
PARCEL 4 OF PARCEL MAP NO. 3239, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN,
STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 19, PAGE 79 OF PARCEL MAPS,
IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
OWNER:
JOEL ALFARO
614 DEL MAR DRIVE
BAKERSFIELD, CALIFORNIA
APN: ACREAGE DISTURBED AREA:
170-150-10 36,008 S.F. = 0,83 ACRES
GRADING PERMIT No. 18-400000018
CITY RECORDS No.
AL 1 2 2018
1
W N
2 T� LL
U)
WHI'E'-
.N.
z
E. 'WHITE LN.
z0
i
SAN EN
AN
W
16
1
N0
6L
z C¢BDU E
`JO RA
IjJ I
Cu
z
II. --
00
0
BBBC
Ld
YJ�
<
g`�
LA.
111,471
V)
GLINT HELENS � M'HCA FFiS
MI
GAR
0
r
Ll
BLUE
c LL
m'II
A. -
T30S/R28E
_
BUFIAXKG
�
allx
"K
N
PACHECO
_+ IIRLENI AV
E.SILENE CF �. " $ w
GLI
'a
SCHU.L ARM
-
LO -E
AV v -'
""FAXON
MIKE NN --F91
l PLAYA '� � � KIN
3
RBALANC
E EFVCE .z.. DR
ER
BERNC c C!
BPA:;= SAYNE
E PUEBLD >
XDELI EAY
NDEI g FARHUG'
w
g LA KvxER
ISA
3 c'i g CALL CE ORDY
BRYAN'
CLA C CLAM
< RESA YfI iERE
AUBEARf
BUTTERFIELD
CT
3 ¢ i _
F ;�
cS
`
GARDEN
RE XLAN
GRLRA
AVDN Isle
ARLRA
sANruGc 0'N L.-��„,
,�
PRICE
c3
SPRIAGFIELD o
Y �
S
GM1R JM1
� JIMSDN
& c EPERRT
FAIR'.IE'N
ACRES
B
w
VALENTINE < AR CiA:R
BOY z
ApRELAH G B_
G
.' ....LCK
R3. �4 a
B'.:FCMF'ELC
RCNF,E:D
21
ARLAM
CHAS'AIN
I ;;AA
RU EL 8
SIE
m
MALIBA B AvNCN
:DV,
E PRINK
0". 'RDSS
MUWE YIALRCE
c.,. m a g illG
Cw-d,- MA MRBCHER r MC CLEA V
VICINITY MAP
NTS
_SUMP VOLUME CALC'S
Runoff Volume (cu.ft.) = 0.15 x (C x A) (24 -hr, )
�aePE �0y�
Area s.f. C C*A 0.15*C*A OOPS C.
o y:
Front Yard 5,656 0.27 1,527 229 0 33493
Back Yard 23,830 0.05 1,192 179
Roof Area 2,160 0.95 2,052 308 Exp. 6 30!
Driveways 3,320 0.95 3,154 473 cfviL �P
TOTAL 34,966 7,925 1,189 OFC
PROVIDED SUMP CAPACITY 7,950± cu. ft. (volume using Autocad Civil 3D program)
NOTE: JUL 11 20t
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS
DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS
SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR
THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO
ISSUANCE OF A PERMIT.
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM (NPDES). A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO
DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER No.2009-009-DWQ
AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-006-DWQ) MUST BE FILED WITH STATE WATER
RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY.
COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN
(SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION
DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER
HAS BEEN BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT.
THE LANDSCAPED AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE
ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%.
24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION SECTIN SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661)
326-3049.
COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /
SUBDIVIDER / CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY
THE CITY ENGINEER.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION.
(800)-612-2444)
ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE
SUBSTANDARD OR DAMAGED WILL REQUIRED RECONSTRUCTION OR REPAIR AS DETERMINED BY THE CITY
ENGINEER.
BASIS OF BEARING
ALL BEARINGS AND DISTANCES SHOWN ON THIS MAP UNLESS OTHERWISE INDICATED ARE RECORD OR
CALCULATED FROM RECORD PARCEL MAP NO. 3239 RECORDED IN BOOK 19 PAGE 79 OF PARCEL
MAPS, IN THE OFFICE OF THE COUNTY RECORDERS OF SAID COUNTY.
TEMPORARY BENCHMARK
ASSUMED ELEVATION AT THE NORTH EAST CORNER OF PROPERTY, AT THE TOP OF CURB.
ASSUMED ELEVATION = 100.00'
LEGAL DESCRIPTION:
PARCEL 4 OF PARCEL MAP NO. 3239, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN,
STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 19, PAGE 79 OF PARCEL MAPS,
IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
OWNER:
JOEL ALFARO
614 DEL MAR DRIVE
BAKERSFIELD, CALIFORNIA
APN: ACREAGE DISTURBED AREA:
170-150-10 36,008 S.F. = 0,83 ACRES
GRADING PERMIT No. 18-400000018
CITY RECORDS No.
AL 1 2 2018
1
W N
2 T� LL
U)
z
z
4�
z0
Q
®
O
0)
m
M
�0
L.L
W
N0
6L
V)
E
IjJ I
L
z
z
z0
0.
�0
L.L
Li.
YY�
LJ
0
V)
D
Cu
z
II. --
00
0
BBBC
Ld
YJ�
Li}
LA.
111,471
V)
MI
L LJ
r
V
m'II
�(D
�0
L.L
■C
LJ
0
CJ
Cu
E
0
BBBC
GRADING NOTES
1. THE ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH
THE APPROVED PLANS.
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE KERN COUNTY IMPROVEMENT STANDARDS AND THE GEOTECHNICAL ENGINEERING
REPORT PREPARED BY THE DIRT GUYS, DATED FEBRUARY 20, 2018.
3. NO WORK SHALL BE STARTED WITHOUT FIRST NOTIFYING THE GRADING INSPECTOR.
4. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, OR AS DETERMINED BY THE ENGINEER.
5. FILL SLOPES SHALL BE NO STEEPER THAT 2 HORIZONTAL TO 1 VERTICAL, OR AS DETERMINED BY THE ENGINEER.
6. FILLS SHALL BE COMPACTED THROUGHOUT AS REQUIRED IN THE ABOVE REFERENCED GEOTECHNICAL ENGINEERING REPORT.
7. THE ENGINEER SHALL CERTIFY THAT THE REQUIRED INSPECTIONS AND TESTS HAVE BEEN PERFORMED AND THAT SUCH TESTS COMPLY
WITH THE CODE.
8. FILL AREAS SHALL BE CLEARED AS REQUIRED IN AND INSPECTED BY THE GRADING INSPECTOR AND ENGINEER PRIOR TO PLACEMENT OF
FILL.
9. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING
THE GRADING PROJECT.
10. DUST SHALL BE CONTROLLED BY WATERING TO THE SATISFACTION OF THE GRADING INSPECTOR.
11. AFTER ALL WORK, INCLUDING THE INSTALLATION OF DRAINAGE STRUCTURES AND PROTECTIVE DEVICES HAS BEEN COMPLETED AND
REQUIRED REPORTS HAVE BEEN SUBMITTED, THE PERMITTEE SHALL REQUEST A ROUGH GRADING INSPECTION FROM THE ENGINEER OF RECORD.
12. ALL PUBLIC STREETS SHALL BE MAINTAINED FREE OF DUST AND MUD CAUSED BY THE GRADING OPERATIONS.
13. ALL CESSPOOLS, SEPTIC TANKS, ETC., TO BE ABANDONED SHALL BE FILLED OR REMOVED IN ACCORDANCE WITH KERN COUNTY
STANDARDS AND CERTIFIED BY THE ENGINEER.
14. ANY EXISTING WELLS TO BE ABANDONED SHALL BE CAPPED IN ACCORDANCE WITH KERN COUNTY STANDARDS.
15. FIELD TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE ABOVE REFERENCED GEOTECHNICAL ENGINEERING REPORT UNLESS PRIOR
APPROVAL HAS BEEN OBTAINED FROM THE BUILDING OFFICIAL
16, THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE POURING.
17. THE ENGINEER MUST APPROVE ALL GRADING INCLUDING THE STABILITY OF THE SLOPES CREATED, EXISTING, OR REMAINING.
19. FINISH GRADING WILL BE COMPLETED AND APPROVED AND ANY REQUIRED SLOPE PLANTING AND IRRIGATION SYSTEMS INSTALLED BEFORE
OCCUPANCY OF BUILDINGS.
20. ESTIMATED CUT = ----350--- CY ESTIMATED FILL = --- 420---- CY VOLUME ESTIMATES ARE FOR PERMIT PURPOSES ONLY,
CONTRACATOR TO PREPARE HIS/HER OWN VOLUMES.
21. PROPOSED STARTING DATE IS 15 APRIL, 2018. PROPOSED COMPLETION DATE IS 15 AUGUST, 2015.
22. ROCK OR COBBLE USE SHALL BE AS SPECIFIED BY THE ENGINEER OF RECORD, UNLESS RECOMMENDATIONS FOR SUCH PLACEMENT HAVE
BEEN SUBMITTED BY THE ENGINEER IN ADVANCE AND APPROVED BY THE BUILDING OFFICIAL.
23. ALL PADS AND ROUGH GRADING WILL HAVE A MINIMUM SLOPE OF 1% TOWARDS THE DESIGNED DRAINAGE OUTLET.
24. ALL STORM DRAIN WORK IS TO BE DONE UNDER CONTINUOUS INSPECTION OF THE ENGINEER OF RECORD
25. CONTOURS, IF SHOWN, REPRESENT ORIGINAL GROUND ELEVATIONS.
26. THE UNDERSIGNED CIVIL ENGINEER CERTIFIES THAT THIS GRADING WORK WILL BE SUPERVISED IN ACCORDANCE WITH SECTION 7014 OF THE
BUILDING CODE.
THOMAS C. RODDY, PE, RCE NO. 33490, EXP 6/30/18 DATE
27. DUST CONTROL SHALL BE ACCOMPLISHED BY TRUCK WATERING AS REQUIRED.
28. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR UTILITY COMPANIES HAVING POSSIBLE INTEREST
IN THE WORK OR THE CONTRACTOR'S INTENTION TO EXCAVATE PROXIMATE TO EXISTING FACILITIES AND THE CONTRACTOR SHALL VERIFY THE
LOCATION OF ANY UTILITIES IN THE WORK AREA.
29. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT (USA) TWO WORKING DAYS PRIOR TO BEGINNING ANY EXCAVATIONS.
30. IF A PROBLEM OR CONFLICT ARISES DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE OWNER AND
CONTRACTOR TO N011FY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK.
m
95
90
-0+25
100
95
105
100
95
90
0
0+00 0+50
X -SECTION A
105
100
95
SITE PREPARATION RECOMMENDATIONS (PER SOILS REPORT)
WHERE NEW FOUNDATIONS OR EMBANKMENTS ARE PROPOSED, THE NATIVE SOIL UNDER
THE BUILDING PAD SHOULD BE CVEREXCAVATED AT LEAST THREE FEET BELOW THE
EXISTING GRADE OR AT LEAST ONE FOOT BELOW THE BOTTOM OF ANY PROPOSED
FOOTINGS, WHICHEVER IS DEEPER. THE OVER -EXCAVATION SHOULD EXTEND LATERALLY
IN ALL DIRECTIONS AT LEAST FIVE: FEET OUTSIDE THE PERIMETER OF THE WALL
FOOTINGS. FOLLOWING THE REQUIRED OVER -EXCAVATION, THE EXCAVATION BOTTOM
SHOULD BE APPROVED IN WRITING BY THE DIRT GUYS PRIOR TO PLACEMENT OF
COMPACTED FILL. WHERE EXISTING UTILITIES, INLETS, OR UNDERGROUND TANKS ARE
PRESENT, THEY SHOULD BE REMOVED TO A POINT AT LEAST TWO FEET HORIZONTALLY
OUTSIDE THE PROPOSED FOUNDATION AREAS. RESULTANT CAVITIES MUST BE
BACKFILLED WITH COMPACTED ENGINEERED FILL COMPACTED IN ACCORDANCE WITH TF E
RECOMMENDATIONS PRESENTED IN THIS REPORT.
1. RESULTING VOIDS FROM THE OVER -EXCAVATION SHOULD BE REPLACED WITH
EITHER COMPACTED ENGINEERED FILL OR TWO -SACK SLURRY.
2. NATIVE SOILS MAY BE USED AS COMPACTED ENGINEERED FILL.
3. ANY PROPOSED IMPORT SOIL MUST EITHER BE CLASSIFIED AS SILTY SAND (SM)
OR SAND (SP OR SW) BASE) ON ASTM D-2487, OR HAVE AN EXPANSION INDEX
(EI) OF LESS THAN 20.
4. IMPORT SOIL IS SUBJECT TO APPROVAL BY THE ENGINEER BEFORE PLACEMENT.
SAMPLES OF PROPOSED IMPORT MATERIAL MUST BE RECEIVED BY THE DIRT GUTS
AT LEAST 2 WEEKS PRIOR TO THE PROPOSED IMPORT DATE.
5. COMPACTED ENGINEERED FILL MUST BE PLACED IN UNIFORM LAYERS NOT
EXCEEDING 8 INCHES IN LOC SE THICKNESS, MOISTURE CONDITIONED TO NEAR
OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 90 PERCENT
RELATIVE COMPACTION, BASED ON ASTM D-1557.
6. COMPACTED ENGINEERED FILL MUST BE TESTED AT A MINIMUM FREQUENCY 0- 1
TEST PER EVERY FOOT OF EVGINEERED FILL PLACED, OR EVERY 100 CUBIC
YARDS, OR MORE FREQUENTLY AS DIRECTED BY THE DIRT GUYS DURING GRADING
ACTIVITIES.
SCALE:
VERTICAL SCALE: 1'=5'
HORIZONTAL SCALE: 1"=20'
u_rju l+uu 1 +-50 2+00
105
100
95
92
2+20
X -SECTION B
105
1-00
W
cT.ju
J+uu
.3 __ _-)c
4+00
X -SECTION C
Aw or atw RC1` rates
edWMWf 1s tr
-``"``-• .rte �- _ ��
ke AWL
yy(���
4•^
of ftr r, 54s of
of ft
Std Sr&vffvf;s
9 Sets of exp &iiv g ml vw Mr mpbmw1
ba sd tt ut bite tames of fawyd as &wWAY # aty
*mw. )be =.Nw fromso" bff a ft*km arse in
wd guts sho b_f !hl d e
R*fit AWfam k we homp to t
erm#v hvnmmk wlw€t1 cam" ori fii GYt r
iaSedkos &wg r**Md may be powed apW eu&.a* mm1
1f ka pod and bw a qWv of i
f t ' bt surf a 1W.M.
Of paw of emowa or as ab ed p*v&no#1 po
to mw#wwts'of sj&wvj c; V_ it.
t1. Cwb aid got#er ard bo&f of he paararl
Apoweig not momatax
12, NO di* woda d sbwtm peat i? shw or
'y aAb fewm
f -t *ref ww*� *0 1w amA of,75'0=adfW11r
14 f a4 'f * 900d cam*mar be saw1 and rmomd
rad duf 7 to, Q=mm to amftd! r of off
wp=9* or rr of e*Ck g "mm*
c.
tC 334 n
6-30�SV« CAL IFQ���P
JUL 11 2018
LL
tL
0
x
0
E
0
z
co
Li
Qw �
0 0
Lj-j
W -
(j)
__j LA
Z_�
LJ
co
w _j
t�
0
O
Z _j
ul
04
z
co
Li
Qw �
0 0
Lj-j
W -
(j)
__j LA
Z_�
LJ
co
w _j
t�
0
O
Z _j
ul
NT
BEST- PRACTICES e - ,
ry-------- ._-_. Sandbags/Gravel** bags to Back of sidewalk
,_• r r f f overlap onto curb Catch Basin
." Cu Back of curb
.-Curb Inlet
1- Best Management Practices (BMP's) contained herein reflect the minimum requirements.-------- - -----------------/
Alternate methods providing equal or greater protection may be utilize,, €
d For in depth
information on BMP s refer to the California Storm Water BMP Handbooks, avai/ab/e at ;: ----------
www. ccbmphcndbooks. corn, California Department of Transportation Construction Site BMP
Direction
{ :,-
Fact Sheets of www.dot.ca.gov/hq/construe/stormwater/factshof floweets.htm, and/or USEPA ` '
BMP Fact sheet 9 http.//cfpub.epa,gov/npdes/stormwater.'"r.
::.... _....-_
'ppillwa
Z All construction activity shall be performed in accordance with a Stormwater Pollution
Prevention Plan (SWPPP) developed and imp/emented in comp/lance with the requirements..".,_.--.,_.- t $�/
_
of the National Pollutant Discharge Elimination System (NPDES) Construction Genera/ ^,
Permit Order No. 2009-009-DWQ and as amended by Order No. 2010-0014-DWQ.
�._ti
3. The SWPPP shall.- I -...-_..._-.._...._.....-.-_.,:.: ",..-.... �-
G. Identify potential pollutant sources and include the design and placement of BMP's to Plan
effectively prohibit the entry of pollutants from the construction site onto the street Sandbags/Gravel** bogs
stacked tightly
and/Or into a Storm drain system during construction. x'Gravel shall be 0.4 to a.B inch in diameter and shall be clean and
free from clay ba/Ss, organic matter, and other deleterious materials,
b. Be kept on site and amended to reflect changing conditions throughout the course of *Spillway elevation shall Curb inlet
construction. match top of curb
!"".- Sidewalk
Spillway .....-.
/
C. e kept up to dote. Any additional updates requested by agency representative are to -
be mode /mmediately.-..q._... ,. / /T"
4. Non-Stormwater discharges are prohibited from entering any storm droln system and/or D = 12" Min ` `
/..
street. �; ...
H = 8" Min.
Catch Basin
5. Discharges of pumped ground water require a discharge L = 36" Max.
q g permit from the State of ...,
California Regional Water Quality Control Board (RWOCB). ` £'` SECTION
-
6. Pollutants shall be removed from stormwater discharges to the Maximum Extent Notes:
Practicable (MEP) through design & implementation of the SWPPP. I. Catch Basin/inlet protection shall be installed wherever there is a potential of
stormwater or non-stormwater being discharged into it.
7. A standby crew for emergency work shall be available at all times during the wet weather 2• Inlet protection is required along with other pollution prevention measures such
season, which is typically Oct 1 through May 30. Necessary materials shall be avallab/e as; erosion control, soil stabilization, and measures to prevent tracking onto
on site and stockpiled at convenient locations to facilitate rapid construction of paved surfaces.
emergency devices when rain is imminent. J. Modify inlet protection as needed to avoid creating traffic hazards.
4. include inlet protection measures at hillside v -ditches and misc. drainage swales.
S. Portable sanitaryfacilities shall be located on relatively level ground away from traffic ,5. Inlet protection shall be inspected and accumulated sediments removed. Sediment
areas, drainage courses, and storm drain inlets, shall be dis used of
p properly and in a manner that assures that the sediment
9. Employees, subcontractors and suppliers shall be educated on 0/1 BMP's including concretedoes not enter the storm drain system
waste storage and disposal procedures. 6. Damaged bags shall be replaced immediately.
7. Additional sandbag sediment traps shall be placed at intervals as indicated on
10. Sediment control practices shall effective/y prevent a net increase of sediment load in site plan.
stormwater discharge.
,A� yl_�, " --- I I J_ T ? ' '
µ
", V
; :J -` w: /{ KERN
..,..,,<....
„-. _
TA€E L�= Cni_€ s( €K<A �'`<'-, '" BMP ='1..;ATE `.C. :.�t<: rs:::: r0€�i '( Of KE€O-,*
S
...................... ........... - r:
t. O „AL . v � 3iA :� ..,},�. & <s - -.. E`<,...
°•r"•
: J - I) M" L
3 {
:i}# BMD< ill 3- 4 ,.rL ,�z3
33
x')
l> `�,
CONTROL .,S ---:.._ -. ............`,.... ...... •'i'l # BMP eF 7
----------------------------- ----Slf
..--.„ .... .-. f 1, °
` s
d Stockpiled Material ----, 4- A/
------------------
v.
w
� _s `
, , .
,---------------
A1111-1 '111
h...,Y
9 - ......................
,
d .41t i .--- -.- r..,
'F
,
:
............................ ..
, f c 4
r � � it
` a, Ja^•
. r
rme
Containment/A
reay
-•y. w
`•, w' i��
,
J. --.... - ....
1' i
._.,--
\ _.
-- SANDBAGS/GRAVEL BAGS
PLACED TIGHTLY TOGETHER
" '/ -41 y w t ALL AROUND MATERIAL Notes:
/ d v 1. Excess and waste concrete shall not be washed into the street or into a
` t y �' a drainage system.
2. For washout of concrete and mortar products, a designated containment facility
of sufficient capacity to retain liquid and solid waste shall be provided on site
and disposed of properly off site,
Notes: J. Slurry from concrete and asphalt saw cutting shall be vacuumed or contained,
,
Stockpile management procedures and practices are designed to reduce or driedpicked up and disposed of properly,
eliminate air and storm water pollution from stockpiles of soil, and paving
materials such as Portland cement concrete (PCC) rubble, asphalt concrete (AC),
asphalt concrete rubble, aggregate base, aggregate subbase or pre -mixed
aggregate, asphalt binder (i.e. cold mix) and pressure treated wood.
Notes. -
1. Protection of stockpiles is a year-round requirement.
2. Locate stockpiles c minimum of 50 feet away from concentrated flows of
storm water, drainage courses, and drain inlets.
J. Implement wind erosion/transport control practices as appropriate.
4. Al! stockpiles shall be covered, stabilized, or protected with o temporary linear
barrier (ie. sandbags, etc.) prior to the onset of precipitation.
< a ryryry v3, / q r
s.!_ :S �..c , < <.,c.�f £' d< ,. ..rr/ ✓,//`, 4,x%6"�s/,u 'i
_ h f /F p s 7
�,
,
"-L '1 z
,i
::"i: L -{':S- -�.^ : rv. �" �. „.}-- s� D " , ,. E--1 PLATE : J.-/, :sE<: JP -C l „C/;1, Y ,Jf-- KERN
CC�i._,t,EO _.. €:�.€ C)- th.J€cia€ J:...' .. E' - €t
:.-.....: - frfat a i - '. :.: < �= , I' I ?' I'i
----------------- --- ----- - - pp { _...-_.
-- - i ED 3t": _ -A. E' OF CALIFO �?. ;A _,.r .
-------------------------- E EVE L ✓ Pie" E f ' �. i. s, k E. (.
AND r EROSION
--.--.---.....- Y.E<.
I f <Ep E
DMWN BY. Lo
N1, AN ER
r, ,
: t,Ft: C.,�� >3Y: € .:tip-i,t`. i i { .A' s. . ....................... ...... { t_-.<' ij P
:.. L
:.
Silt fence constructed
along level contour
Maximum
slope length Maximum tributary
area .25 acre/100ft.,12"X2"
of fence. 5....
wooden
26' " Filter fabricpost @ 10'
Typical contours o.o (maX)
(used for 0 Flow
illustration %
purposes only)
{:
"_,,,........ 24' .... -•.-.- ,"; . _ •�<:.:.. Compacted
,;,. p
x" backfill
w !:.
_.. ....22 ..
- 6' mm::'*.- Maximum '...-
:
width=500' 18"
Turn last 6' of�`
fence up-slope Filter fabric--..
Silt fence €o-sp
min:
Notes.-
I.
otes:1. Construct the silt fence along a level contour,
2. Silt fences shall remain in place until the disturbed area is permanently
stabilized.
3. Provide sufficient room for runoff to pond behind the fence and allow
sediment removal equipment to pass between the silt fence and toe of slope
or other obstructions. About 1200 sq. ft. of ponding area shall be provided
for every acre draining to the fence.
4. Turn the ends of the filter fence uphill to prevent stormwater from flowing
around the fence.
5. Leave on undisturbed or stabilized area immediately downslope from the
fence.
6. Do not place in live stream or intermittently f/owin9 channels.
7. When standard filter fabric is used, a wire mesh support fence shall be
fastened secure/y to the upslope side of the posts using heavy-duty (0.6
inch) wire staples at least 1.75 inches long, tie wires or hog rings.
8. Filter fabric shall be woven polypropylene geotextile with a minimum width of
36 inches and a minimum tensile strength of 100 Ib force.
9. Wood stakes shall be commercial quality /umber no less than 2 inch by 2
inch. Wood stakes shall be driven to a depth of no less than 18 inches from
surface.
viJUL 11 2713
BEST MANAGEMENT PRACTICES PLAN
SCALE: 1" = 10'
�H
}
a
A
,c
F-
�.
P
U
//''� /)
Of
Sl_yaroe
Fiber roll �' �,,,,
y ,'
8" min Y , �'� ���:'
y r.
r Note:
Install fiber roll
along a level contour.
Straw burner Max reach 30 ft s
/ traw barrier End
Detail
q�.
<
...,-...KERNL/`
rz£ :r>ra£:i} F"�:......
- -
STATE E:fF a. s._€F^Ri'.;€A �
"'L}L:o Bf'�E'
, ,,.
rL
K:,
A'^ f5`.':
€ , j
'CONTROL
SEDIMENT �,��i.r EROSION
.-.:................ .................
E -s;3
-J .'.'3_..--..3f .. .N
■.
#(--� 4{
BMP
......... _..:.............._.......... .-................------..-. ......
. ,
y- rr: �
-.7
. s k
Notes.-
I.
otes:1. Construct the silt fence along a level contour,
2. Silt fences shall remain in place until the disturbed area is permanently
stabilized.
3. Provide sufficient room for runoff to pond behind the fence and allow
sediment removal equipment to pass between the silt fence and toe of slope
or other obstructions. About 1200 sq. ft. of ponding area shall be provided
for every acre draining to the fence.
4. Turn the ends of the filter fence uphill to prevent stormwater from flowing
around the fence.
5. Leave on undisturbed or stabilized area immediately downslope from the
fence.
6. Do not place in live stream or intermittently f/owin9 channels.
7. When standard filter fabric is used, a wire mesh support fence shall be
fastened secure/y to the upslope side of the posts using heavy-duty (0.6
inch) wire staples at least 1.75 inches long, tie wires or hog rings.
8. Filter fabric shall be woven polypropylene geotextile with a minimum width of
36 inches and a minimum tensile strength of 100 Ib force.
9. Wood stakes shall be commercial quality /umber no less than 2 inch by 2
inch. Wood stakes shall be driven to a depth of no less than 18 inches from
surface.
viJUL 11 2713
BEST MANAGEMENT PRACTICES PLAN
a
SCALE: 1" = 10'
w
a
A
,c
F-
�.
P
U
//''� /)
Of
Sl_yaroe
Fiber roll �' �,,,,
y ,'
8" min Y , �'� ���:'
y r.
r Note:
Install fiber roll
along a level contour.
Straw burner Max reach 30 ft s
/ traw barrier End
Detail
q�.
<
\s/-
�n■
_V
!J/
did■ n
J
W
■.
-.7
L1J
y Fiber rolls LL,
- .....".".... -.,. .",.-. _".._.-..---.. -
'
y y
.,.,
Toe of sl ope
Cross barrier `
.E
i"x i" wood y L�' '
t
y h
stakes max
4 ft spacing
PLAN
Vertical spacing „J,r,�,r y „
measured along the y
" "
��; '
bedbock varies NTS Slope
2'X 2" Wood stake
face of the slope r y
ft y
ENTRENCHMENT DETAIL varies between 10 Install a fiber roll near
and 20 ft
/.. _ Strawl on outside
Straw bail barrier
.. Straw bail on inside
N,T-S. slope where it transitions
into a steeper slope
Toe of
slope
_...,.,."..,,
l/
Straw bail on outside
\ ,
4...
...
- ...
E
TYPICAL FIBER ROLL INSTALLATION
18"
M END D E TA L
Notes: N.T.S.
NTS
Straw bail barrier
I.
Place along the toe, top, face, and at grade breaks of exposed and erodible
A- A
slopes.
NTS
2,
Place on the down-slope of exposed soil areas.
J.
PICC6 around temporary stockplles.
4.
Place along the perimeter of a project.
A straw bale barrier is a temporary linear sediment barrier consisting of straw bales, designed to
5.
Slopesgreater than 1:5 may require the use of 20 inch diameter fiber ro//S pt
intercept and slow sediment laden sheet flow runoff. Straw bale barriers allow sedimer't to settle from
the top of slopes.
runoff before water leaves the construction site.
6.
F1't er rolls shall be either prefabricated or rolled tubes of erosion control
Notes:
7.
blankets with a minimum 8 inch diameter.
Slopes 1:4 flotter
I. Place along the perimeter of o site, streams and channels, and/or around stockpiles.
or require fiber rolls to be placed no more than 20 feet
2• Place below the toe of exposed and erodible slopes.
apart.
J. Place down slope of exposed soil areas.
8,
Slopes 1:4 to 1.2 require fiber rolls to be placed no more than 15 feet apart.
p
4. Place parallel to roadway to keep sediment off paved areas.
5. Do not use for drain inlet protection or in areas of flows.
9.
Slopes 1:2 or greater require fiber rolls to be placed no more than 10 feet
concentrated
6. Straw bale to be a minimum of 14 inches wide, 78 inches in height and 36 inches in length.
apart.
7. Shall be composed entirely of vegetative material, except for the binding material,
10.
Fiber rolls sha// be placed in o 2 to 4 inch dee trench.
p
8. Bale bindings shall be either steel wire, nylon or polypropylene string placed horizontally.
9. Commercial quality /umber shall be used for 2 inch by 2 inch
11.
Wooden commercial grade stakes, J " X J " shall be used to secure the fiber
wood stakes of oc'equcte length.
10. Limit the drainage area upstream of the barrier to 0.25ac/100 ft.
rol,' to the ground surface. Stakes shall be a minimum length of 24 inches and
11. Limit the slope length draining to the straw bale barrier to 100ft.
driven a minimum of 12 inches.
12. Slopes of 29' or flatter are preferred.
12.
A single-stoke installation requires the stakes to be placed no more than 2
13- ff slope exceeds 10.x; the length of the slope upstream of the barrier must be less than 50 ft.
feet apart.
14. Instar straw barrier along o /eve/ contour in a trench and tightly abut adjacent bales.
15. Last straw bale on end needs to be turned up slope.
13.
/f more than one fiber roll is placed in a row, the rolls shall be overlapped,
16. Inspect straw bale barriers before and after each rain event.
nor abutted,a minimum of 1 foot.
17. Inspect straw bale barriers for sediment accumulations and remove sediment when, depth reaches one
third of the barrier height.
18. Replace or repair damaged bales as needed.
k"'e..1f ti .,rY,/.:.t£ --�
CS'.
€
3 :�..�
..
^3r:L/20t2 3l KE'RN
1.{'�l• lta' ..L-, fi.
7 ��� 4{ , f
CES:•�t 11 �: €"i I•F U` L�At '�' 1Rt::A '�3" _., `..-, t.t l~di i�' 1..: •i�L. €�...
,.. .. „ i F-
:4 :
: v
3 'ii -
r ,:
E�:%ie �esc-.-....". t .:.. ,. :...,. rys��
_ L:� �i
•
:c}}
s a,�i �'
ty>rvrf e
cY�,
�;4��1�"I..OPMEf'�T SLJf}�w'J-� 1:���; E�f•�0=.t3
s
(j
$9•E ..%
3
a
- [
F
v. t i
-1 t
5
-.i.
J. a ^a --/ 1
� -
<.,F:ECKEC 3Y �• FLS' Lir:E ` '+f^. ;- ;3: �: . e :
:3
--- ------------------- -- s BMP ,
E.t
OF
,.
a
s
w
a
A
,c
F-
�.
P
U
//''� /)
Of
0■u
.._j
w
V)
D
O
Ld
0
w
4 v
,c
�.
LL.
//''� /)
Of
0■u
.._j
w
M�
f.�
<
\s/-
�n■
did■ n
J
W
■.
-.7
L1J
Z
V)
D
O
Ld
w
4 v
,c
i 1J•
I I�
u._
U
>1
r.�
M�
f.�
III)
1. 13
i.w