HomeMy WebLinkAbout6.9-256HC COMPLIANCE
MBHCP COMPLIANCE STATEMENT:
I CERTIFY UNDER PENALTY OF LAW, BASED ON INFORMATION AND BELIEF FORMED
AFTER REASONABLE INQUIRY, THAT THE SUBMITTED DOCUMENTS ACCURATELY
DEPICT THE PROPOSED URBAN DEVELOPMENT AREA AND THAT THE STATEMENTS
AND INFORMATION CONTAINED HEREIN ARE TRUE ACCURATE AND COMPLETE
, . QROFES.IJON
No. C4f 280
F OF CA CFO
James T. Gardiner
Printed Name
Signature
10 -24 -17
Date
GRAPHIC SCALE
30 0 15 30
FEET
APN: 371- 010 -41
GRADING PERMIT NO.: 17- 40000046
SITE PLAN REVIEW NO.: 17 -0184
LEGAL DESCRIPTION: PARCEL "A" OF PARCEL
MAP NO.
4321, FILED IN BOOK 19 OF PARCEL MAPS
AT PAGE
137 IN THE OFFICE OF THE KERN COUNTY
RECORDER.
ESTIMATED CUT: 6,550 C.Y.
ESTIMATED FILL: 250 C.Y.
99
HCP FEE AREA ....................... ..........................12.64
ACRES
NOTE:
ALL CONSTRUCTION OPERATIONS TO OCCUR
WITHIN HCP
FEE AREAS OR CITY RIGHT —OF —WAY.
0
PACHECO RD
0
0
Site
Z
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N
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Z
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HARRIS RD
FAIRMEW RD
AUTO MALL DR
PANAMA LN
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99 U
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Vicinity
Map
APN: 371- 010 -41
GRADING PERMIT NO.: 17- 40000046
SITE PLAN REVIEW NO.: 17 -0184
LEGAL DESCRIPTION: PARCEL "A" OF PARCEL
MAP NO.
4321, FILED IN BOOK 19 OF PARCEL MAPS
AT PAGE
137 IN THE OFFICE OF THE KERN COUNTY
RECORDER.
ESTIMATED CUT: 6,550 C.Y.
ESTIMATED FILL: 250 C.Y.
EXPORT: 6300 C.Y.
HCP FEE AREA ....................... ..........................12.64
ACRES
NOTE:
ALL CONSTRUCTION OPERATIONS TO OCCUR
WITHIN HCP
FEE AREAS OR CITY RIGHT —OF —WAY.
HCP FEE AREA
--3:11 ACRES
--- - - - - -- —
N 00' 56'54 "E 271.30 -'
W
O U)
0
W �
Z o
z
—
COUNTRY UNTRY PLACE LANE —
HCP FEE AREA
3.76 ACRES
_ T N_00' 56'54 "E — 1761.45'
HrP FFF APFA
HCP FEE AREA
2.11 ACRES
t
o
Of
WI0
Q z
i
The GRADING PLAN as shown on tilt., drawing ,s hereby apprmled,
sub*; jtoanyn nccatecccr(cti,onsoracdi•tt�ns Ahprovalby the Public
Works, 3apart;N nt and Budciincl t: epartriel! indicates approval o y as
to design criwia used and confor nanca tc: f: ity Standards, Codes and
Ordiniuxes Encmi�e rfcrthesutxfvider orde+e;cvarshalberosponsible
for aa;uracy o cak ulations for th+:; plan and shall suttrut a catrtified "as-
' graces' afar �,hw, completion of t ie gra sir c,.
APP RC VED ElY:
F'LVIC Wotks Departrrent r Clalte
v S
Lnlding Department E ►ate
tic
11"(0'4 I ®IE
�s ♦ � i� i
ENGIN;N , W!:F
DEPARTMENT
REVISIONS:
DATE: INIT.
DDiPRD3UTI0N ❑
PUT
YAP
BHSSI'
SYSM
scinauTIc
STATION
SCBMUTIC ' I
PLAT SHEET NO.:
SCALE:
1" = 30' -0"
DRAWN BY:
VENE
DESIGNED BY:
CHECKED BY: DATE:
APPROVED BY: DATE:
Lm= ®
AECOM Water
5001 E. Commercenter Dr.
Bakersfield Ca. 93309
661.283.2323 tel
661.395.0359 fax
www.aecom.com
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DISTRICT:
BAKERSFIELD
DATE:
PROJECT ID.:
DRAWING NO.:
G -01
SHT 1 OF 8
COUNTRY UNTRY PLACE LANE —
HCP FEE AREA
3.76 ACRES
_ T N_00' 56'54 "E — 1761.45'
HrP FFF APFA
HCP FEE AREA
2.11 ACRES
t
o
Of
WI0
Q z
i
The GRADING PLAN as shown on tilt., drawing ,s hereby apprmled,
sub*; jtoanyn nccatecccr(cti,onsoracdi•tt�ns Ahprovalby the Public
Works, 3apart;N nt and Budciincl t: epartriel! indicates approval o y as
to design criwia used and confor nanca tc: f: ity Standards, Codes and
Ordiniuxes Encmi�e rfcrthesutxfvider orde+e;cvarshalberosponsible
for aa;uracy o cak ulations for th+:; plan and shall suttrut a catrtified "as-
' graces' afar �,hw, completion of t ie gra sir c,.
APP RC VED ElY:
F'LVIC Wotks Departrrent r Clalte
v S
Lnlding Department E ►ate
tic
11"(0'4 I ®IE
�s ♦ � i� i
ENGIN;N , W!:F
DEPARTMENT
REVISIONS:
DATE: INIT.
DDiPRD3UTI0N ❑
PUT
YAP
BHSSI'
SYSM
scinauTIc
STATION
SCBMUTIC ' I
PLAT SHEET NO.:
SCALE:
1" = 30' -0"
DRAWN BY:
VENE
DESIGNED BY:
CHECKED BY: DATE:
APPROVED BY: DATE:
Lm= ®
AECOM Water
5001 E. Commercenter Dr.
Bakersfield Ca. 93309
661.283.2323 tel
661.395.0359 fax
www.aecom.com
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DISTRICT:
BAKERSFIELD
DATE:
PROJECT ID.:
DRAWING NO.:
G -01
SHT 1 OF 8
PLAT SHEET NO.:
SCALE:
1" = 30' -0"
DRAWN BY:
VENE
DESIGNED BY:
CHECKED BY: DATE:
APPROVED BY: DATE:
Lm= ®
AECOM Water
5001 E. Commercenter Dr.
Bakersfield Ca. 93309
661.283.2323 tel
661.395.0359 fax
www.aecom.com
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DISTRICT:
BAKERSFIELD
DATE:
PROJECT ID.:
DRAWING NO.:
G -01
SHT 1 OF 8
DISTRICT:
BAKERSFIELD
DATE:
PROJECT ID.:
DRAWING NO.:
G -01
SHT 1 OF 8
GRADING PLAN NOTES: BUILDING CODE AND CERTIFIED BY TESTS AND REPORTS FROM SOILS ENGINEER. APN: 371- 010 -41
13. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN GRADING PERMIT NO.: 17- 40000046
1. SITE EXCAVATIONS AND GRADING SHALL BE IN COMPLIANCE WITH THE SITE AND COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY SITE PLAN REVIEW NO.: 17 -0184
GRADING NOTES AS SHOWN ON SHEET G -04. APPROVED METHOD.
2. EXCAVATE PROPOSED SUMP TO LIMITS AND ELEVATIONS INDICATED. 14. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSIUTABLE LEGAL DESCRIPTION: PARCEL "A" OF PARCEL MAP NO.
3. EXCESS MATERIAL SHALL BE COMPLETELY REMOVED FROM THE SITE AND PROPERLY MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) 4321, FILED IN BOOK 19 OF PARCEL MAPS AT PAGE
DISPOSED. INCHES. 137 IN THE OFFICE OF THE KERN COUNTY RECORDER.
4. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE GEOTECHNICAL INVESTIGATIONS 15. FACES OF ALL CUT AND FILL SLOPES TO BE PLANTED WITH A GROUND COVER
PREPARED BY SOILS ENGINEERING INC. AND DATED JULY 17, 2017. (FOR WELL SITES INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION. ESTIMATED CUT: 6,550 C.Y. - -
BK- 146 -01, 146 -02, 146 -03), AND DATED AUGUST 7, 2017 (FOR WELL SITE 16. ALL CUT AND /OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ESTIMATED FILL: 250 C.Y.
BK- 146 -05). IF ANY REQUIREMENTS ON THESE PLANS ARE IN CONFLICT WITH THE ONE (1) VERTICAL. EXPORT: 6300 C.Y.
GEOTECHNICAL INVESTIGATION, THE GEOTECHNICAL INVESTIGATION REQUIREMENTS SHALL 17. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES.
PREVAIL. 18. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1)
5. REMOVE AND REPLACE EXISTING CRACKED CONCRETE CURB, GUTTER, AND SIDEWALK FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT AND FILL SLOPES WHEN
(AS MARKED IN THE FIELD BY CITY INSPECTORS) PER COB STANDARDS. EXISTING TERRAIN SLOPES TOWARD TOP OF CUT.
6. PURPOSE OF SUMPS: 19. FILL AREA SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND
a. DISPOSAL OF FLUIDIZING WATER FROM WATER TREATMENT EQUIPMENT. BENCHED TO SUPPORT FILL. LEGEND
b. DISPOSAL OF WELL FLUSHING WATER. 20. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY OF THE GRAPHIC SCALE
c. SUMPS SHALL BE PRIVATELY OWNED AND MAINTAINED. 30 0 15 30
d. SUMPS SHALL NOT ACCEPT OR DISPOSE OF STORM WATER. TOP OF EXISTING AND /OR PLANNED SLOPES. -- -- STREET RIGHT -OF -WAY
7. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND 21. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT
STANDARDS PERTAINING THEREOF. MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN -- - -- STREET CENTERLINE FEET
8. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING SLOPES TOWARD TOP OF CUT.
GRADING AND CONSTRUTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, 22. CONTRACTOR SHALL COMPLY WITH CALTRANS CONSTRUCTION SITE BMP MANUAL DATED PROPERTY BOUNDARY
SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. MAY 2017, AS APPLICABLE. AT A MINIMUM, PROVIDE FOR STABILIZED CONSTRUCTION T_ QRoFESSI0N
9. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH ENTRANCE PER TC -1 AND A CONCRETE WASHOUT AREA PER WM -8. �° �qR q�
APPENDIX J OF THE CALIFORNIA BUILDING CODE. LIMITS OF GRADING 5 0
��``
10. SURFACE DRAINAGE SHALL BE ONE (1%) PERCENT MINIMUM TO APPROVED DRAINAGE � ' z
FACILTIES, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. No. C48 80
11. CIVIL ENGINEER, GEOTECHNICAL ENGINEER, AND BUILDING OFFICIAL WILL BE NOTIFIED
FORTY EIGHT (48) HOURS PRIOR TO PLACING OF ANY FILL MATERIAL.
12. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90 %) MAXIMUM DENSITY AS F of
DETERMINED BY APPROVED METHOD PER SECTION 3305 OF THE CURRENT CALIFORNIA
o
0
2 M
CD -13 ---- - - - PACHECO ROAD 1
0 - -"' ----- - - -
I - - - - - -
u) _ 15' WIDE STREET DEDICATION CD 13
- j BK. 5076, PG. 1078, O.R. - - -
0
J69 Fc - 36987TC 36942TC I 4
5 - 369.43TC 36981TC 69.1 L M 364 369 C - -
369.41 TC 369. TG 36 yy 0.3TC 368.5 T
F 365 24TC _ - ® 8 368.8 T
as. A _ _ 368. 4T
368. 3r
- - C� -- -
tseassa. • .7 S. .. _ �e - --= °�:�.� bi0 3 °--
_ tee... 36 . 6FS. ' . - 3r s �;C
-- - 71'_
-- OH --
OH - OH - OH - OH -
e. r
0 --- OH H- .- -�«r�E e - -- - 369.54 rC
°w•_-8F - -a�-' -- '- --BM - °- x•- --6+MA '_ w -..- - OH - OH - OH ' r-x` _ z:;> s-. ..: .•e. _ _°_3 "s-
. off � OH . • . OH FL
,.. . off � � - _ _ �-�-- '' . t14 -- <. {�,- ,.�.Y�<: °; -:' � .• '> ' .. -- - = �= �_-= ��-- ".;�- .M��...�_, -_ -
4 313TOP 69.2 - 368.95NG °H - o" - `�6 S = on - oR- oa-- -- - �oFa"' ="� =tea _.� - - off 3 �. -" .- - - -77 35;M
- 403TOP 36 .�SNG 368.51�G 40 -- - -- - _ _o..s �� z- S i" <'� �K_ °- - -- - _ r
- - t " °"�35� S 1 ak 3 i 91
-- h �x 368.4G.' 7 off + _ - b'� 75 -- -� - - -� 1H �f : 9 10'FS off off or
69.13�S 36 .5T1S87.39 --- oHx --- E oNT'• �' �= rk
.08TOE 402.41 TOP 367.J�
369 36`7.40NiS367.3 �67.37NG x 36? 2b lG t- � °" �+ 363.17 73941�t T � I ' fx 3 T6 i�7G X. �� 6 ?O;' 3689. J8
\..' 369.38TC
369.101
f6 31
t
4 36871FS
07T
x 36863NG i �; a % 1
31674
3`8.8 - -
69.07TOE x 36814A1G i x 367.03NG x - x6. '3NG ;.
366.78NG� = 6 <.79NG :. °
f x 367.81NG � 368.2 x 366.77NG x 366. 9NG � 368.19FS
x 368.30NG x 367.93NG x 367.92NG 367.94NG 'i 367.23
390, o x 368.74NG CONSTRUCTION
x 367 88NG
x 368 74NG 369.6 TOS., - I '
367.
�' 3 368.4 S
EQUIPMENT
s921ro EXISTING 24" PIPELINE Ij STAGING AREA R /�
IW - _ - - - 0.07TOS FG 368.2 FG 368.1 (CAL WATER) I /`
- k . i x:.. 7 368.73TOS 370.52NG _ - _ _ - -36
6711 TOE
;76 _ JONG'
Lij 379.83TOP 4 7� 7�" , 3_ 6� ?Sa N
IW
l
GO _ �....,
3689 ,OE x 3Gy5
I I
369.82 0
BACKFILL EXISTING
SUMP WITH NATIVE I�
MATERIAL AND
COMPACT TO 85% RC
s
x �
X
we r
Ix J68.37NG
54
0
08TOE
34 T-Off68.67NG
368.1
12'1
PROPOSED
SUMP BTM
ELEV =360.1
X 36 3NG x J67 97NG x 3678ONG x 367.
x 367.86NG
0
5' -0"
TYP
x J67.89NG
CONSTRUCTION
EQUIPMENT
STAGING AREA
x 367.89NG
x J6782FNC -W0 � x
nl i - �:� � t EXISTING DRAINAGE
X 368.47NG x • 3� SWALE (PROTECT
x 368.49 IN PLACE)
NC FG 368.2 FG 368.1 x 36 .24NG
x 368.09NG x 367.88NG
18' -0" $Q' -Q" x 36795fNC -0 x 368.21NG
BK- W- 146 -02
WELL BK- W- 146 -02
FLUIDIZING WATER DISCHARGE
367.30FS p
DISCHARGE
SUMP VOLUME
TIMING
Z
VOLUME (AF)
(AF)
ONE TO TWO
99
W
0.34
0.93
YEAR
PACHIECO RD
Site
0
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o-
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fN
W
Z
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HARRIS RD
FAIRMEW RD
AUTO MALL DR
PANAMA LN
En
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cr-
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Z
m
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Vicinity
Map
12. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90 %) MAXIMUM DENSITY AS F of
DETERMINED BY APPROVED METHOD PER SECTION 3305 OF THE CURRENT CALIFORNIA
o
0
2 M
CD -13 ---- - - - PACHECO ROAD 1
0 - -"' ----- - - -
I - - - - - -
u) _ 15' WIDE STREET DEDICATION CD 13
- j BK. 5076, PG. 1078, O.R. - - -
0
J69 Fc - 36987TC 36942TC I 4
5 - 369.43TC 36981TC 69.1 L M 364 369 C - -
369.41 TC 369. TG 36 yy 0.3TC 368.5 T
F 365 24TC _ - ® 8 368.8 T
as. A _ _ 368. 4T
368. 3r
- - C� -- -
tseassa. • .7 S. .. _ �e - --= °�:�.� bi0 3 °--
_ tee... 36 . 6FS. ' . - 3r s �;C
-- - 71'_
-- OH --
OH - OH - OH - OH -
e. r
0 --- OH H- .- -�«r�E e - -- - 369.54 rC
°w•_-8F - -a�-' -- '- --BM - °- x•- --6+MA '_ w -..- - OH - OH - OH ' r-x` _ z:;> s-. ..: .•e. _ _°_3 "s-
. off � OH . • . OH FL
,.. . off � � - _ _ �-�-- '' . t14 -- <. {�,- ,.�.Y�<: °; -:' � .• '> ' .. -- - = �= �_-= ��-- ".;�- .M��...�_, -_ -
4 313TOP 69.2 - 368.95NG °H - o" - `�6 S = on - oR- oa-- -- - �oFa"' ="� =tea _.� - - off 3 �. -" .- - - -77 35;M
- 403TOP 36 .�SNG 368.51�G 40 -- - -- - _ _o..s �� z- S i" <'� �K_ °- - -- - _ r
- - t " °"�35� S 1 ak 3 i 91
-- h �x 368.4G.' 7 off + _ - b'� 75 -- -� - - -� 1H �f : 9 10'FS off off or
69.13�S 36 .5T1S87.39 --- oHx --- E oNT'• �' �= rk
.08TOE 402.41 TOP 367.J�
369 36`7.40NiS367.3 �67.37NG x 36? 2b lG t- � °" �+ 363.17 73941�t T � I ' fx 3 T6 i�7G X. �� 6 ?O;' 3689. J8
\..' 369.38TC
369.101
f6 31
t
4 36871FS
07T
x 36863NG i �; a % 1
31674
3`8.8 - -
69.07TOE x 36814A1G i x 367.03NG x - x6. '3NG ;.
366.78NG� = 6 <.79NG :. °
f x 367.81NG � 368.2 x 366.77NG x 366. 9NG � 368.19FS
x 368.30NG x 367.93NG x 367.92NG 367.94NG 'i 367.23
390, o x 368.74NG CONSTRUCTION
x 367 88NG
x 368 74NG 369.6 TOS., - I '
367.
�' 3 368.4 S
EQUIPMENT
s921ro EXISTING 24" PIPELINE Ij STAGING AREA R /�
IW - _ - - - 0.07TOS FG 368.2 FG 368.1 (CAL WATER) I /`
- k . i x:.. 7 368.73TOS 370.52NG _ - _ _ - -36
6711 TOE
;76 _ JONG'
Lij 379.83TOP 4 7� 7�" , 3_ 6� ?Sa N
IW
l
GO _ �....,
3689 ,OE x 3Gy5
I I
369.82 0
BACKFILL EXISTING
SUMP WITH NATIVE I�
MATERIAL AND
COMPACT TO 85% RC
s
x �
X
we r
Ix J68.37NG
54
0
08TOE
34 T-Off68.67NG
368.1
12'1
PROPOSED
SUMP BTM
ELEV =360.1
X 36 3NG x J67 97NG x 3678ONG x 367.
x 367.86NG
0
5' -0"
TYP
x J67.89NG
CONSTRUCTION
EQUIPMENT
STAGING AREA
x 367.89NG
x J6782FNC -W0 � x
nl i - �:� � t EXISTING DRAINAGE
X 368.47NG x • 3� SWALE (PROTECT
x 368.49 IN PLACE)
NC FG 368.2 FG 368.1 x 36 .24NG
x 368.09NG x 367.88NG
18' -0" $Q' -Q" x 36795fNC -0 x 368.21NG
BK- W- 146 -02
WELL BK- W- 146 -02
FLUIDIZING WATER DISCHARGE
367.30FS p
DISCHARGE
SUMP VOLUME
TIMING
PEAK FLOW
VOLUME (AF)
(AF)
ONE TO TWO
DAYS PER
1100 GPM
0.34
0.93
YEAR
.. m
Ir-
681
J 367 36887NG 369. G
El
7T 368.87TOS
137,
ICI 5 8%
b x 369.12MG 69.
368.51 r0 .8
� f 3 T4
w B/,CKFILL EXISTING
SUMP WITH NATIVE
` MATERIAL AND
COMPACT TO 85% RC
I
l
ax '�•� K
i I
T67.69 TOE x J6726NG
I.
•I
3 i7.86TOE
_xJ6.7NG
E
J67.04TOE
x 366.
367.
15' -0"
BK- W- 146 -01
WELL BK- W- 146 -01
FLUIDIZING WATER DISCHARGE
367.30FS p
DISCHARGE
SUMP VOLUME
TIMING
PEAK FLOW
VOLUME (AF)
(AF)
ONE TO TWO
DAYS PER
1100 GPM
0.22
0.57
YEAR
-67. < 1,VG < X6.76A'G �� x 3 7.11NG 1 7. J67.48FS
x 366.75NG
353.fi�T 3 781T
-- FG_ -366_Z 32' -9»
NOT A PART°
3F
3t
)-_y--W6.60NG
5' -0"
PROPOSED �,P 0
SUMP BTM '
EL= 358.70 00
70' -0"
v
0
367 00t1(11 3671
�I.
I
x ,"66,4)A,G 13<SZ
t
I
",_.V 5, %'
• �I
:
e' w
C-30 W
I
` \6
I
ENGINEERING
DEPARTMENT
REVISIONS:
DATE: DW.
Dun
NAP m"willlIMON❑
PUT
SHIM
SYSTEM ❑
SCHEMATIC
STATION El SCHEMATIC
PLAT SHEET NO.:
SCALE:
1" = 30' -0"
DRAWN BY:
VENE
DESIGNED
BY:
CHECKED BY: DATE:
APPROVED BY: DATE:
'c®
AECOM Water
5001 E. Commercenter Dr.
Bakersfield Ca. 93309
661.283.2323 tel
661.395.0359 fax
www.aecom.com
y
3
b
TWA►./
L J
(D O
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a O
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DISTRICT:
BAKERSFIELD
DATE:
PROJECT ID.:
DRAWING NO.:
CD -10
SHT 2 OF 8
367.30FS p
p
. 367.60TC Q
Q! I
ENGINEERING
DEPARTMENT
REVISIONS:
DATE: DW.
Dun
NAP m"willlIMON❑
PUT
SHIM
SYSTEM ❑
SCHEMATIC
STATION El SCHEMATIC
PLAT SHEET NO.:
SCALE:
1" = 30' -0"
DRAWN BY:
VENE
DESIGNED
BY:
CHECKED BY: DATE:
APPROVED BY: DATE:
'c®
AECOM Water
5001 E. Commercenter Dr.
Bakersfield Ca. 93309
661.283.2323 tel
661.395.0359 fax
www.aecom.com
y
3
b
TWA►./
L J
(D O
cz n O
a O
r
DISTRICT:
BAKERSFIELD
DATE:
PROJECT ID.:
DRAWING NO.:
CD -10
SHT 2 OF 8
GRADING PLAN NOTES: BUILDING CODE AND CERTIFIED BY TESTS AND REPORTS FROM SOILS ENGINEER. ENGINEERING
13. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN APN: 371 - 010 -41
1. SITE EXCAVATIONS AND GRADING SHALL BE IN COMPLIANCE WITH THE SITE AND COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY GRADING PERMIT NO.: 17- 40000046 W
GRADING NOTES AS SHOWN ON SHEET G -04. APPROVED METHOD. SITE PLAN REVIEW NO.: 17 -0184 99
2. EXCAVATE PROPOSED SUMP TO LIMITS AND ELEVATIONS INDICATED. 14. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSIUTABLE PACHECO RD = '
3. EXCESS MATERIAL SHALL BE COMPLETELY REMOVED FROM THE SITE AND PROPERLY MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH CF SIX (6) LEGAL DESCRIPTION: PARCEL "A" OF PARCEL o
DISPOSED. INCHES. MAP NO. 4321, FILED IN BOOK 19 OF G
4. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE GEOTECHNICAL INVESTIGATIONS PARCEL MAPS AT PAGE 137 IN THE OFFICE _ _ Slte - _
15. FACES OF ALL CUT AND FILL SLOPES TO BE PLANTED WITH A GROUND COVER OF THE KERN COUNTY' RECORDER. `"
PREPARED BY SOILS ENGINEERING INC. AND DATED JULY 17, 2017. (FOR WELL SITES INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION. o
BK- 146 -01, 146 -02, 146 -03), AND DATED AUGUST 7, 2017 (FOR WELL SITE 16. ALL CUT AND /OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO Z
BK- 146 -05). IF ANY REQUIREMENTS ON THESE PLANS ARE IN CONFLICT WITH THE ONE (1) VERTICAL. Q Z
GEOTECHNICAL INVESTIGATION, THE GEOTECHNICAL INVESTIGATION REQUIREMENTS SHALL 17. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES.
PREVAIL. 18. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1) HARRIS RD FAIRVIEW RD
5. REMOVE AND REPLACE EXISTING CRACKED CONCRETE CURB, GUTTER, AND SIDEWALK FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT AND FILL SLOPES WHEN LEGEND DEPARTMENT
(AS MARKED IN THE FIELD BY CITY INSPECTORS) PER COB STANDARDS. EXISTING TERRAIN SLOPES TOWARD TOP OF CUT.
6. PURPOSE OF SUMPS: 19. FILL AREA SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND -- -- STREET RIGHT -OF -WAY REVISIONS:
a. DISPOSAL OF FLUIDIZING WATER FROM WATER TREATMENT EQUIPMENT. BENCHED TO SUPPORT FILL. GRAPHIC SCALE AUTO MALL DR
b. DISPOSAL OF WELL FLUSHING WATER. 20. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY OF THE -- - --- STREET CENTERLINE 30 0 15 30
c. SUMPS SHALL BE PRIVATELY OWNED AND MAINTAINED. TOP OF EXISTING AND /OR PLANNED SLOPES.
d. SUMPS SHALL NOT ACCEPT OR DISPOSE OF STORM WATER. 21. ALL SLOPES IN EXCESS OF THREE 3 FEET MINIMUM WIDTH AND ONE PROPERTY BOUNDARY
7. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND () (1) FOOT FEET
STANDARDS PERTAINING THEREOF. MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN FEET
/ ✓ LIMITS OF GRADING PANAMA LN
8. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING SLOPES TOWARD TOP OF CUT.
GRADING AND CONSTRUTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, 22• CONTRACTOR SHALL COMPLY WITH CALTRANS CONSTRUCTION SITE BMP MANUAL DATED
SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. MAY 2017, AS APPLICABLE. AT A MINIMUM, PROVIDE FOR STABILIZED CONSTRUCTION
ENTRANCE PER TC -1 AND A CONCRETE WASHOUT AREA PER WM -8. O QROF E G )C W cc: o
9. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH �a
APPENDIX J OF THE CALIFORNIA BUILDING CODE. - ��CD �RO,�� 2 N Q 99
10. SURFACE DRAINAGE SHALL BE ONE (1 %) PERCENT MINIMUM TO APPROVED DRAINAGE _ G;
FACILTIES, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. w No. C48 80
11. CIVIL ENGINEER, GEOTECHNICAL ENGINEER, AND BUILDING OFFICIAL WILL BE NOTIFIED e Vicinity Map
FORTY EIGHT (48) HOURS PRIOR TO PLACING OF ANY FILL MATERIAL.
12. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90 %) MAXIMUM DENSITY AS �qTF OF CA��F DATE: RM. DETERMINED BY APPROVED METHOD PER SECTION 3305 OF THE CURRENT CALIFORNIA lrizoN0
PUT
SHM
��. scmmlTIC
��- SfATlON
ScHfAInc
O
I
PLAT SHEET NO.:
_' -- - 3 PACHECO O n
-' ' .18FS VJ.VV /V
77 3 9.22FS 369.60TC
fZ 69.27FS J69,64 TC FL
OH
OH
-OH off -OH
OH - _ --.._. OH - OH OH __ py OH ---.__ OH - OH FS g 0ti ` • • � . < . •• .. � ,7Qf
OH 368.88NG - i°H off °H
+\ OH __ OH OH '_' OH OH OH -
402.36TOP 36`4NN °H
+\
'n 3701 x 368.28NG
\ x 368.69NG x 368.14NG
Xks) ¢ \f
6886NG
ROAD
CD-13 - - -
15' WIDE STREET DEDICATION
BK. 5076, PG. 1078, O.R.
i�
9.78TC
369.87TC 369.91 TC 369.49TC 369.97TC `t
7F�- FL - FL _ 360 OFTr TV -TC 3T017TC M
.� .;!69.77FS : .t 9.92 S . � .. �.... � : � . _ • ..
- - - -� �'� • fi9.9,9fS. .. , .
OH X 36w859NG - °H X 36447NG x 368.56NG 402.69
JOY./ L, x x 368.26NG x 368.15NG x 368.22NG
368.86NG EXISTING 24" PIPELINE
(CAL WATER)
368. FG 368.25
l ; 7
i
i
36863NG ! x 368.30NG
x 3 . 3NG x ,368
N j
6
, 2, r 368.45NG
D x
U I Q k
W j < ! �° 5' -0" PROPOSED /
W a I, N I o TYP SUMP BTM -
= I Q I r EL= 360.25
x 368.21NG x 36194 x 368.26NG
!
W 8.20 G • ! x 36
Q
W ° �' - °°-° °X x 368 47NG u- ! l
U) ! !
368 06NG
136 ..23NG !
374.02TOP
�J67 96,10 FG 368
„ � 369.29 G x 368.37NG x 368. G3,VG
" 100 -0 x 368.25Ni
I j
I (
i
I I
U �7t
d
v
i
i
x 368.14NG x 368.29NG
368.
368.4,
x 368.36NG
368.;
x 368.29NG 368. JANG
•
INV
=
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3706 T,
, JZI
368.
!kAll
x 368.29NG x 3 8.31NG x 368.38NG x 68.47NG
80' -0" 18' -0„
BK- W- 146 -03
WELL BK- W- 146 -03
� a®� 0" -
ti - - OH - OH -- OH
369.48TOE x 369.01hl� V.�
^T� 1
/lam
369.07TOE /
369 S 368.92TOE
69.58 S
x 368.83NG x X 1. 59N(
18TOE
x 368.59NG
7D. 13 I
370.22N x 36, ?.56NG x 368.66NG
G
0 - - -
I
LO
r
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_ 3 T -
� _ _ 3�0.17TC 3.?�)_957� -''�: � ;7L'!7;i7w
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70.jiFs. 11a =-
�►+- O.d 36�9.58TC 369__:�_�Sy'GF���_
370.10TOS CONSTRUCTION
Tos J EQUIPMENT
BACKFILL EXISTING STAGING AREA
901 SUMP WITH NATIVE
i MATERIAL AND
I COMPACT TO 85% RC
x 368.66NG x 368 47NG x 368.50NG
FLUIDIZING WATER DISCHARGE
TIMING
PEAK FLOW
DISCHARGE
SUMP VOLUME
VOLUME (AF)
(AF)
ONE TO TWO
DAYS PER
1100 GPM
0.34
0.93
YEAR
x 368.53NG I x 368.51 NG x 368.61NG
V
=7r- 'L _�?F.. ' fi == - uq = rte. 0A -.�_ r"- �z ciF�a-
403.18TOP .9 °H =-
369.7y __
376.17TOP 361T 369.9.` 3
G 369.E�.!C4�
x 368.63NG 3y 369.46FS r
i�
- -� I o^, •` � i � � x 363 � 8Ja
369.0J';
I 0
x 368.82NG I ' .368.6,9f -S o
369.03TC 369.28FS a ( U
w
Z 368.88 361; 3' I-
M, L� , W
g -: =' z LL--I
LL'
O
' �? I k W CO
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th
x 368.50NG
-169.17F x 368, 5,7N6-
68 _
s
9' -4" 21' -0 "]l
0' -0" 30' -0
so' o" ya
x
J68.74A G {
368.24FS 36887F t
3668.62TC 3 68. x 358.5CNG
a I `
3;4_96 1,_ _
374.55TOP NG ' 367.98FS 368.697 S-
68.42TCC 36� ITC
.g6 2 T �o %GtuZ
I
SCALE:
1" = 30' -0"
DRAWN BY:
VENE
DESIGNED BY:
CHECKED BY: DATE:
APPROVED BY: DATE:
com
AECOM Water
5001 E. Commercenter Dr.
Bakersfield Ca. 93309
661.283.2323 tel
661.395.0359 fax
www.aecom.com
DISTRICT:
BAKERSFIELD
DATE:
PROJECT ID.:
DRAWING NO.:
CD -11
SBT 3 OF 8
H
0-4
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y
y
cc
C.0
t�
cn
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DISTRICT:
BAKERSFIELD
DATE:
PROJECT ID.:
DRAWING NO.:
CD -11
SBT 3 OF 8
GRADING PLAN NOTES:
BUILDING CODE AND CERTIFIED BY TESTS AND REPORTS FROM SOILS ENGINEER.
DISCHARGE
SUMP VOLUME
13.
FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN
1.
SITE EXCAVATIONS AND GRADING SHALL BE IN COMPLIANCE WITH THE SITE AND
ONE TO TWO
COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY
99
GRADING NOTES AS SHOWN ON SHEET G -04.
DAYS PER
APPROVED METHOD.
2.
EXCAVATE PROPOSED SUMP TO LIMITS AND ELEVATIONS INDICATED.
14.
ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSIUTABLE
3.
EXCESS MATERIAL SHALL BE COMPLETELY REMOVED FROM THE SITE AND PROPERLY
MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6)
DISPOSED.
INCHES.
4.
ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE GEOTECHNICAL INVESTIGATIONS
15.
FACES OF ALL CUT AND FILL SLOPES TO BE PLANTED WITH A GROUND COVER
PREPARED BY SOILS ENGINEERING INC. AND DATED JULY 17, 2017. (FOR WELL SITES
O
INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION.
BK- 146 -01, 146 -02, 146 -03), AND DATED AUGUST 7, 2017 (FOR WELL SITE
16.
ALL CUT AND /OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO
BK- 146 -05). IF ANY REQUIREMENTS ON THESE PLANS ARE IN CONFLICT WITH THE
ONE (1) VERTICAL.
GEOTECHNICAL INVESTIGATION, THE GEOTECHNICAL INVESTIGATION REQUIREMENTS SHALL
17.
BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES.
PREVAIL.
18.
DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1)
5.
REMOVE AND REPLACE EXISTING CRACKED CONCRETE CURB, GUTTER, AND SIDEWALK
FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT AND FILL SLOPES WHEN
(AS MARKED IN THE FIELD BY CITY INSPECTORS) PER COB STANDARDS.
EXISTING TERRAIN SLOPES TOWARD TOP OF CUT.
6.
PURPOSE OF SUMPS:
19.
FILL AREA SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND
a. DISPOSAL OF FLUIDIZING WATER FROM WATER TREATMENT EQUIPMENT.
BENCHED TO SUPPORT FILL.
Z
b. DISPOSAL OF WELL FLUSHING WATER.
20.
ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY OF THE
C. SUMPS SHALL BE PRIVATELY OWNED AND MAINTAINED.
TOP OF EXISTING AND /OR PLANNED SLOPES.
d. SUMPS SHALL NOT ACCEPT OR DISPOSE OF STORM WATER.
21.
ALL SLOPES IN EXCESS OF THREE 3 FEET MINIMUM WIDTH AND ONE
() (1) FOOT
7.
ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND
STANDARDS PERTAINING THEREOF.
MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN
8.
THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING
SLOPES TOWARD TOP OF CUT.
FAIRVIEW RD
GRADING AND CONSTRUTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT,
22.
CONTRACTOR SHALL COMPLY WITH CALTRANS CONSTRUCTION SITE BMP MANUAL DATED
SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW.
MAY 2017, AS APPLICABLE. AT A MINIMUM, PROVIDE FOR STABILIZED CONSTRUCTION
9.
GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH
ENTRANCE PER TC -1 AND A CONCRETE WASHOUT AREA PER WM -8.
APPENDIX J OF THE CALIFORNIA BUILDING CODE.
10.
SURFACE DRAINAGE SHALL BE ONE (1%) PERCENT MINIMUM TO APPROVED DRAINAGE
FACILTIES, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL.
11.
CIVIL ENGINEER, GEOTECHNICAL ENGINEER, AND BUILDING OFFICIAL WILL BE NOTIFIED
V)
FORTY EIGHT (48) HOURS PRIOR TO PLACING OF ANY FILL MATERIAL.
12.
ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90 %) MAXIMUM DENSITY AS
DETERMINED BY APPROVED METHOD PER SECTION 3305 OF THE CURREN CALIFORNIA
z
o
- - 4
m
to
Q
Iy
W
I-
m
230.00'
APN: 371- 010 -41
GRADING PERMIT NO.: 17- 40000046
SITE PLAN REVIEW NO.: 17 -0184
LEGAL DESCRIPTION: PARCEL "A" OF PARCEL MAP
NO. 4321, FILED IN BOOK 19 OF PARCEL MAPS
AT PAGE 137 IN THE OFFICE OF THE KERN
COUNTY RECORDER.
LEGEND
-- -- STREET RIGHT-OF-WAYi
- - - - - STREET CENTERLINE
PROPERTY BOUNDARY
-7i��/ LIMITS OF GRADING
GRAPHIC SCALE
30 0 15 30
NMI
FEET
QRCFESS /0
5 GARS
QD
No. C48 80 T
OF Cq_ \F
PACHECO ROAD
CD -13 -' - - - - _ -
LO
15' WIDE STREET DEDICATION - - - -
j o BK. 5076, PG. 1078, O.R.
369.47TC 69.45T 8.99TC 369.39TC FL36'
SH
369.52NG
I
I
(
369.52NG x 36915NG
I
® I
I
i
I
�j
369.:
I
I
I
f
I
36916NG
20' -0"
x 369.28NG
369.26TOE `
X 369.12NG�
368.
369,
73TOE X 368.JONG
I
�I
I
368.7N 680E v
369.6 S
r 369.623. ,g
369.7 OS 3 99 N
366.92NG
369.93NG
70. 6uG :I
369.3 f 37027NG.' X J1 V ?
i
NV ( 369. 30.02NG
22 TOE
J69.64 TOS
369.71 TOS
x 368.56NG
x 368.58NG
369.
r• �r f
•tis�s�w�a�r�a.
x 368.24NG I x 368.12NG
x 368.21NG
x 368.07NG
368.38TOE
x 368.07NG x
J68,32 TOE
BACKFILL EXISTING
SUMP WITH NATIVE
MATERIAL AND
COMPACT TO 85% RC
x 368.07NG x 3
368.38TOE
x J67.87NG
x J67.83NG
BK- W- 146 -05
368.2
x 367.
18' -0"
x 367.87NG
1TTC 69.08TC
369 00 TC L
36"5T g...• - - - ��
' ... -T • Z 68.69FS 369.11TC
9 FS 36911FS_ =` S 369141L� - -
l� fz 369.1 :ETC
= • = off V _�� S 69.TTffFS : ► • * 880F5'� ` 369.18TC , 68.78TC g LT -off - a'wx ; 3669 x 368.47NG 368.5 + -- ow 20FS . a 8 _ 8.8 T
OH
off
I x 35836NG 3684j1NGT_" OH 368. Be93jFE_�
OH
OH ---�_ OH - 3zr•r- _,F.•-
OH ' s.�.c
to `, _ off ,+ 369.24TOS_ .z9 4 • :1 7.413 6`r >.5,ri 1,`'s ;��
x 368.00NG x 368.& VG I I t., 36 ON
-\r - - •cr _. o.;
OH, 3H Oh
368.18NG I Ix 36 . OT •2• - - - -- -
368. L 6NG ,'4,(J6, 3 TOS
x 368.39NG x 368.26NG • . \
x 368.27NG � � � � �' 3(5i).34NG
CONSTRUCTION 368.7 T E z,g ,ti1
EQUIPMENT I q I 3b�9.291rc; x 368.78NG
STAGING AREA
369.5 -5 368.86TOE 359.1 t4l;
I36.6 h,
x 367.96NG
- vim- �� 0
X 799A G 368.136JG \
x 366 22NG �'.�
x 36
x
I q I 368.37NG 8.JONG x 368.57NG 369.23 OE 3 B.TON 60TQr \,
370.69 , " " %,3c� ?G7fJ" � \�
I I x 369.9 x 3,10
FG 367.9 -,
EXISTING 24" PIPELINE 376.29TOf�E`a,)
(CAL WATER) `
�� , J ( 368 86NG
- - --
370.24 G �i
.370 n3T L V
368.9 E • � ko 3� �- 'I ^.�; 36i.9. 1� � -
I I I 370.26NG Q X65.>E rG 368tdJ
ra �70.36NG
J70.1AVG i a �
x J67 99NG V j 48TOP
rc x 367.88 ' ® --
� 368.14NG I I x 366 22NG 3701ONG V � � �� f �7 . �2 ° i
1
x 368.22NG 3 8.,3
368.6 G 36 90TOS x 370�N1,04NG
I I x 36834NG x 370.11NG - -� °° " "'''t! -
J72.65 e 368.63N6
I/ 7.95TOP •
368, 6 0 x 370.1 �>t�GZ03 3: 9., 3. r0E" i PROPOSED
�� 1 TOL"
o_ -` -_
I .370. �;- 6 z r E
36345h, CD
SUMP BTM
_ -- _w - ==� I D
__ -_-
EL =359.8 __== _� = = = = =- _; �= =sue- j U
x 3679JNG TOS J69,. 6
x 367 36797aV I I 370.00NGINV 36 . C 65.66 z� -- - - -' < _ `1 { I E -
x 366 12NG i W
368.3 368.9 G __-- W
-- _ __. ;
q I x 368. 16NG x 368.8 .7 TOP � = =T = = =`
x368.13NG x368.37NG -', _ _ - - -_� .�.° �>
EX STING STORM 368.4 '' =' °
68.09 " � 368 47A'i; Lw
I DRAIN EASEMENT NOTE: X I �
.35807,1G
NO WORK TO B c-
i X 367.76NG FG
80' -0"
x J67.79NG
- - - - -- ! - 367.97NG
369.07TC 368.92,FS" -- - - - - - -
369.05TC 73865£, w I 368.88TC OFL • 1FL
tl N 9 8 0 L -
001
_ COUNTRY PLACE LANE
s - -�
WELL BK- W- 146 -05
fl
FLUIDIZING WATER DISCHARGE
DISCHARGE
SUMP VOLUME
J
PEAK FLOW
VOLUME (AF)
(AF)
ONE TO TWO
99
DAYS PER
1100 GPM
0.34
0.93
YEAR
PACHECO RD
Site
O
W
Z
Z
0
cn
HARRIS RD
FAIRVIEW RD
AUTO MALL DR
PANAMA LN
V)
z
Q::
m
0
99
N
Q
3
Vicinity Map
369.47TC 69.45T 8.99TC 369.39TC FL36'
SH
369.52NG
I
I
(
369.52NG x 36915NG
I
® I
I
i
I
�j
369.:
I
I
I
f
I
36916NG
20' -0"
x 369.28NG
369.26TOE `
X 369.12NG�
368.
369,
73TOE X 368.JONG
I
�I
I
368.7N 680E v
369.6 S
r 369.623. ,g
369.7 OS 3 99 N
366.92NG
369.93NG
70. 6uG :I
369.3 f 37027NG.' X J1 V ?
i
NV ( 369. 30.02NG
22 TOE
J69.64 TOS
369.71 TOS
x 368.56NG
x 368.58NG
369.
r• �r f
•tis�s�w�a�r�a.
x 368.24NG I x 368.12NG
x 368.21NG
x 368.07NG
368.38TOE
x 368.07NG x
J68,32 TOE
BACKFILL EXISTING
SUMP WITH NATIVE
MATERIAL AND
COMPACT TO 85% RC
x 368.07NG x 3
368.38TOE
x J67.87NG
x J67.83NG
BK- W- 146 -05
368.2
x 367.
18' -0"
x 367.87NG
1TTC 69.08TC
369 00 TC L
36"5T g...• - - - ��
' ... -T • Z 68.69FS 369.11TC
9 FS 36911FS_ =` S 369141L� - -
l� fz 369.1 :ETC
= • = off V _�� S 69.TTffFS : ► • * 880F5'� ` 369.18TC , 68.78TC g LT -off - a'wx ; 3669 x 368.47NG 368.5 + -- ow 20FS . a 8 _ 8.8 T
OH
off
I x 35836NG 3684j1NGT_" OH 368. Be93jFE_�
OH
OH ---�_ OH - 3zr•r- _,F.•-
OH ' s.�.c
to `, _ off ,+ 369.24TOS_ .z9 4 • :1 7.413 6`r >.5,ri 1,`'s ;��
x 368.00NG x 368.& VG I I t., 36 ON
-\r - - •cr _. o.;
OH, 3H Oh
368.18NG I Ix 36 . OT •2• - - - -- -
368. L 6NG ,'4,(J6, 3 TOS
x 368.39NG x 368.26NG • . \
x 368.27NG � � � � �' 3(5i).34NG
CONSTRUCTION 368.7 T E z,g ,ti1
EQUIPMENT I q I 3b�9.291rc; x 368.78NG
STAGING AREA
369.5 -5 368.86TOE 359.1 t4l;
I36.6 h,
x 367.96NG
- vim- �� 0
X 799A G 368.136JG \
x 366 22NG �'.�
x 36
x
I q I 368.37NG 8.JONG x 368.57NG 369.23 OE 3 B.TON 60TQr \,
370.69 , " " %,3c� ?G7fJ" � \�
I I x 369.9 x 3,10
FG 367.9 -,
EXISTING 24" PIPELINE 376.29TOf�E`a,)
(CAL WATER) `
�� , J ( 368 86NG
- - --
370.24 G �i
.370 n3T L V
368.9 E • � ko 3� �- 'I ^.�; 36i.9. 1� � -
I I I 370.26NG Q X65.>E rG 368tdJ
ra �70.36NG
J70.1AVG i a �
x J67 99NG V j 48TOP
rc x 367.88 ' ® --
� 368.14NG I I x 366 22NG 3701ONG V � � �� f �7 . �2 ° i
1
x 368.22NG 3 8.,3
368.6 G 36 90TOS x 370�N1,04NG
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o_ -` -_
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36345h, CD
SUMP BTM
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__ -_-
EL =359.8 __== _� = = = = =- _; �= =sue- j U
x 3679JNG TOS J69,. 6
x 367 36797aV I I 370.00NGINV 36 . C 65.66 z� -- - - -' < _ `1 { I E -
x 366 12NG i W
368.3 368.9 G __-- W
-- _ __. ;
q I x 368. 16NG x 368.8 .7 TOP � = =T = = =`
x368.13NG x368.37NG -', _ _ - - -_� .�.° �>
EX STING STORM 368.4 '' =' °
68.09 " � 368 47A'i; Lw
I DRAIN EASEMENT NOTE: X I �
.35807,1G
NO WORK TO B c-
i X 367.76NG FG
80' -0"
x J67.79NG
- - - - -- ! - 367.97NG
369.07TC 368.92,FS" -- - - - - - -
369.05TC 73865£, w I 368.88TC OFL • 1FL
tl N 9 8 0 L -
001
_ COUNTRY PLACE LANE
s - -�
WELL BK- W- 146 -05
fl
FLUIDIZING WATER DISCHARGE
DISCHARGE
SUMP VOLUME
TIMING
PEAK FLOW
VOLUME (AF)
(AF)
ONE TO TWO
DAYS PER
1100 GPM
0.34
0.93
YEAR
0
I PERFORMED AT
\ BK- W- 146 -04 36 3.2,
x 36 . 06NG q
368.03NG
II x ;67 92A
x � -e8. L1t�irG �
36798NG x 368.08G x 368.07A r-
x 36790G x 368.03NG _ 367-96NG
II \� 368.96W �
x 367., 37NG 368.06A(G x 367.74A' \
x 367 6.
7. 7.99NG
_.o
_ 374.11 TOP
1 9 � ?jT� 367. % F z - Qzn - � TT
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367 367 70TC
J
LE
ENGINEERING
DEPARTMENT
REVISIONS:
DATE: Darr.
DD3rR MMON❑
NAP
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eyffm
ec 11 eau nc
STATION ❑
ScHmunc
PLAT SHEET NO.:
SCALE:
1" = 30' -0"
DRAWN BY:
VENE
DESIGNED BY:
CHECKED BY: DATE:
APPROVED BY: DATE:
AECOM Water
5001 E. Commercenter. Dr.
Bakersfield Ca. 93309
661.283.2323 tel
661.395.0359 fax
www.aecom.com
3
3
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(D p,, C)
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DISTRICT:
BAKERSFIELD
DATE:
PROJECT ID.:
DRAWING NO.:
CD -12
SHT 4 OF 8
GENERAL NOTES:
1.
ALL
NATURAL AND EXISTING GROUND OR PAVEMENT ELEVATIONS ARE APPROXIMATE ONLY.
2.
ALL
PIPE DIMENSIONS AND ELEVATIONS ARE TO
CENTERLINE OF PIPE UNLESS NOTED OTHERWISE.
3.
MINIMUM
COVER OVER TOP OF PIPE SHALL BE
36- INCHES UNLESS NOTED OTHERWISE.
4.
THE
INDICATED LOCATIONS OF EXISTING UNDERGROUND FACILITIES ARE FROM AVAILABLE SOURCES, BUT MAY NOT NECESSARILY EXIST
SURFACE DRAINAGE TO AVOID DRAINAGE TO THE ADJACENT PROPERTIES.
AS
SHOWN ON THESE DRAWINGS. EXPOSE ALL
POTENTIAL INTERFERENCES PRIOR TO ORDERING MATERIALS AND IMMEDIATELY INFORM
CUTS AND FILLS.
THE
AGENCY'S REPRESENTATIVE IF THERE IS A
CONFLICT. VERIFY LOCATION PRIOR TO PIPELINE INSTALLATION.
5.
IF FENCES ARE REMOVED FOR CONSTRUCTION,
REPLACE WITH EQUAL OR BETTER FENCING MATERIAL UNLESS OTHERWISE NOTED IN
THE
DRAWINGS.
6. PRIOR TO THE FILLING OF THE PIPELINE, ALL COMBINATION AIR RELEASE VALVES SHALL BE IN THE OPEN POSITION.
7. COMPLY WITH REQUIREMENTS OF THE PERMITS ISSUED BY THE GOVERNING MUNICIPALITY.
8. CONTACT UTILITY COMPANIES WITH SERVICES IN THE AREA FOR LOCATING UNDERGROUND LINES AND CABLES, AND COORDINATE WITH
THE UTILITY FACILITIES AFFECTED BY THE PIPELINE CONSTRUCTION. PRIOR TO ANY EXCAVATION NEAR EXISTING FACILITIES, CONTACT
UNDERGROUND SERVICE ALERT.
9. FILE A CORNER RECORD IN THE OFFICE OF THE GOVERNING MUNICIPALITY SURVEYOR FOR EACH EXISTING SURVEY MONUMENT WITHIN
PROJECT LIMITS PRIOR TO START OF CONSTRUCTION. REPLACE ANY SURVEY MONUMENTS IF DAMAGED OR DISTURBED. ALL SURVEY
WORK SHALL BE DONE BY A CALIFORNIA LICENSED LAND SURVEYOR.
10. REPLACE SIGNS AND POSTS REMOVED OR DAMAGED DURING CONSTRUCTION TO THE ORIGINAL LOCATION AND IN NEW CONDITION.
11. VERIFY THE SIZE, TYPE, CLASS, PROTECTIVE LINING AND COATING, LOCATION AND DEPTH OF THE EXISTING WATER MAINS AT
CONNECTION POINTS PRIOR TO ORDERING MATERIALS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THE PROPER CONNECTIONS.
12. THE MINIMUM SEPARATION (VERTICAL) BETWEEN WATER MAIN AND CROSSING UTILITIES OR IMPROVEMENTS IS ONE FOOT (1').
13. IF CHANGES TO THESE CONSTRUCTION PLANS ARE REQUIRED DUE TO FIELD CONDITIONS WHICH ARE NOT SHOWN ON THE PLANS,
SUCH PROPOSED CHANGES SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW BY THE OWNER PRIOR TO
CONSTRUCTION.
14. SUBMIT RECORD DRAWINGS TO THE OWNER'S REPRESENTATIVE PRIOR TO ACCEPTANCE OF WORK.
15. PRESERVE IN PLACE ALL EXISTING DRAINAGE DITCHES, DRAINAGE PIPES, FLOW LINES, RUNNING ALONG OR CROSSING THE PIPELINE
ALIGNMENT.
16. OVERHEAD ELECTRICAL EXISTS THROUGHOUT THE WORK AREA. COMPLY WITH UTILITY REQUIREMENTS WHEN WORKING AROUND
OVERHEAD LINES AND POLES. PROTECT POLES IN PLACE AS REQUIRED.
17. RESTORATION OF PAVEMENT IN AREA OF CONSTRUCTION INCLUDING TRENCH AND STREET ZONES SHALL BE PERFORMED IN
ACCORDANCE WITH THE MOST STRINGENT REQUIREMENTS OF ENCROACHMENT PERMIT REQUIREMENTS ISSUED BY THE GOVERNING
MUNICIPALITY OR THE REQUIREMENTS CONTAINED IN THESE DRAWINGS AND CONTRACT SPECIFICATION SECTION 312316.
PIPELINE NOTES:
1. STATIONING AND DISTANCES SHOWN ON THE DRAWINGS ARE BASED ON HORIZONTAL MEASUREMENTS PROJECTED FROM THE PIPE
CENTERLINE UNLESS NOTED OTHERWISE.
2. TAKE PRECAUTIONARY MEASURES TO PROTECT UTILITIES AND STRUCTURES SHOWN AS WELL AS ANY AND ALL OTHERS NOT OF RECORD
OR NOT SHOWN ON THESE PLANS. ALL SUCH IMPROVEMENTS OR STRUCTURES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE
REPAIRED OR RECONSTRUCTED TO ORIGINAL DESIGN CONDITION AND /OR THE APPLICABLE REQUIREMENTS OF THE AFFECTED UTILITY AT
THE CONTRACTOR'S EXPENSE. APPROVAL BY THE GOVERNING MUNICIPALITY SHALL ALSO BE REQUIRED.
3. USE EXTREME CAUTION WHEN WORKING NEAR OVERHEAD OR UNDERGROUND POWER, GAS, OR OTHER UTILITIES SO AS TO PROTECT ALL
PERSONNEL AND EQUIPMENT. PROTECT FROM DAMAGE INCURRED DURING CONSTRUCTION ALL OVERHEAD UTILITY LINES WHETHER SHOWN
OR NOT SHOWN ON THESE PLANS. NOTIFY UTILITY COMPANIES PRIOR TO ANY WORK IN OVERHEAD LOCATIONS. CONTRACTOR SHALL BE
RESPONSIBLE FOR COST INCURRED.
4. COMPACTION OF BACKFILL MATERIALS SHALL BE BY MECHANICAL EQUIPMENT IN ACCORDANCE WITH SPECIFICATION SECTION 312316. NO
FLOODING OR JETTING WILL BE ALLOWED.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE PIPE INCURRED CONSTRUCTION OPERATIONS. REQUIRED
REPAIRS AND OR REPLACEMENT SHALL BE AT THE CONTRACTOR'S EXPENSE.
6. AT THE CLOSE OF EACH WORKING SHIFT, WHERE A NEXT SHIFT WILL NOT IMMEDIATELY FOLLOW, CONSTRUCT PIPE END CAPS AND
TRENCH RAMPS AT THE END OF THE EXCAVATION. PREVENT UNAUTHORIZED ENTRY INTO THE OPEN PIPE AND TRENCH. PROVIDE
SECURITY FENCING AT ALL TIMES AROUND WORK AREA.
7. UPON LEARNING OF THE EXISTENCE AND LOCATIONS OF ANY UNDERGROUND FACILITIES NOT SHOWN OR SHOWN INACCURATELY ON
THESE PLANS OR NOT PROPERLY MARKED BY THE UTILITY OWNER, IMMEDIATELY NOTIFY THE OWNER AND THE OWNER'S REPRESENTATIVE
BY TELEPHONE AND IN WRITING.
8. MAINTAIN THE WORK AREA IN A NEAT, CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE OWNER, AND
THE OWNER'S REPRESENTATIVE. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT
ALL TIMES.
9. MAINTAIN A COMPLETE AND ACCURATE RECORD OF ALL CHANGES IN CONSTRUCTION FROM THAT SHOWN IN THESE PLANS AND
SPECIFICATIONS FOR THE PURPOSE OF PROVIDING A BASIS FOR RECORD DRAWINGS. CONTRACTOR SHALL NOTE DEVIATION'S FROM THE
PLANS ON A SET OF PLANS SPECIFICALLY SET ASIDE FOR THIS PURPOSE. ANY CHANGES SHALL BE MADE ON THE ORIGINALS OF THE
PLANS. NO CHANGES FROM THAT SHOWN ON THESE PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL
OF THE OWNER'S REPRESENTATIVE.
10. ALL BURIED PIPING SHALL BE INSTALLED WITH FACILITY IDENTIFICATION WARNING TAPE.
11. PIPE ADAPTERS AT CONNECTION POINTS SHALL BE AS REVIEWED AND ACCEPTED BY THE OWNER'S REPRESENTATIVE.
12. ALL BURIED PRESSURE PIPE SHALL BE RESTRAINED JOINT ,DUCTILE IRON PIPE.
13. ALL ABOVE GRADE VALVES LABELED AS "NC" (NORMALLY CLOSED) SHALL BE EQUIPPED WITH A LOCKING DEVICE. ALL BURIED VALVES
LABELED "NC" (NORMALLY CLOSED) SHALL HAVE A VALVE BOX SEE (CW- 14 -R6) EQUIPPED WITH SW SERVICES LOCKOUT DEBRIS CAP.
SITE & GRADING NOTES:
1. LOCATIONS AS NOTED ON INDIVIDUAL SITE PLANS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO AND COMPLYING WITH LOCAL GOVERNING AGENCY PERMIT RESTRICTIONS,
WHICH MAY AFFECT ALLOWABLE WORKING HOURS AND NOISE LEVELS.
3. CONTRACTOR SHALL BECOME FAMILIAR WITH PROJECT SURROUNDINGS, WORKING CONDITIONS, AND SITE LIMITATIONS AND WILL INCLUDE
ALLOWANCES IN THEIR BID TO COVER ANY PROJECT CONSTRAINTS.
4. CONTRACTOR SHALL APPLY CALIFORNIA STORMWATER QUALITY ASSOCIATION ( CASQA) BEST MANAGEMENT PRACTICES TO PREVENT WATER
AND SEDIMENT FROM ENTERING NAVIGABLE WATERWAYS. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND INSTALLING THE
APPLICABLE AND APPROPRIATE BMP's IDENTIFIED IN THE CASQA - STORMWATER BEST MANAGEMENT PRACTICES HANDBOOK AVAILABLE
ONLINE AT WWW.CABMPHANDBOOKS.COM. SOME OF THE REQUIRED PRACTICES MAY OR MAY NOT BE SHOWN ON THIS SITE PLAN. SEE
NOTES 15 AND 16.
5. CONTRACTOR TO CONTACT "UNDERGROUND SERVICES ALERT" 48 HOURS PRIOR TO ANY EXCAVATION.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES.
7. THE LIST OF MATERIALS FOR THIS PROJECT IS FOR REFERENCE PURPOSES ONLY, AND IS NOT INTENDED AS A FULL TAKE -OFF OF
ALL MATERIALS REQUIRED TO COMPLETE THE PROJECT AS PER CWS CO. STANDARD SPECIFICATIONS.
8. ASPHALT CONCRETE TO BE TYPE III, CLASS C2, GRADE PG 64 -10 PER PWSI (PUBLIC WORKS STANDARDS, INC.) STANDARD
SPECIFICATIONS (THE "GRE= NBOOK "). PLACE ASPHALT ON CLASS 2 AGGREGATE BASE (AB) COMPACTED TO 95% RELATIVE COMPACTION.
9. THERE SHALL BE MINIMUM OF 8" OF CLASS 2 AGGREGATE BASE (AB) UNDER ANY PROPOSED FOUNDATION OR PAVEMENT COMPACTED
TO 95% RELATIVE COMPACTION.
10. MAINTENANCE
AREA SHALL BE GRADED TO 4" BELOW PROPOSED FINAL
ELEVATIONS AND THEN SCARIFIED, WATERED AND COMPACTED
TO 85% RELATIVE COMPACTION PER ASTM D1557. PLACE 4" OF CLASS
2 A.B. COMPACTED
TO 90% RELATIVE COMPACTION. THE ENTIRE
SITE, EXCEPT
STEEP SLOPES AND EQUIPMENT AREAS, IS TO BE CONSIDERED
MAINTENANCE
AREA.
11. CONTRACTOR
SHALL GRADE THE SITE TO FINAL ELEVATIONS SHOWN FOR
PROPER SURFACE
DRAINAGE. FINAL GRADING SHALL ALLOW
SURFACE DRAINAGE TO AVOID DRAINAGE TO THE ADJACENT PROPERTIES.
FINAL GRADES MAY
BE ADJUSTED AS NEEDED IN THE FIELD
TO BALANCE
CUTS AND FILLS.
12. IMPORT FILL:
A) IMPORTED FILL MATERIAL FOR BUILDING AND DRIVEWAY SHALL CONSIST OF ESSENTIALLY GRANULAR, SILTY SANDS WITH LOW
EXPANSION POTENTIAL AND FREE OF GRASSES, WEEDS, ROCKS, DEBRIS AND SOLUBLE SULFATES IN EXCESS OF 1,000 PARTS PER
MILLION. IMPORT SOIL SHALL MEET THE FOLLOWING CRITERIA:
MAXIMUM % PASSING #200 SIEVE 50
MAXIMUM LIQUID LIMIT 14
MINIMUM R -VALUE 50
MAXIMUM EXPANSION PRESSURE 1OPSF
(TEST METHOD: CALIFORNIA TEST 301)
B) IMPORT FILL FOR REMAINING PORTION OF SITE SHALL BE SANDY LOAM SUITABLE FOR PLANTING.
C) IMPORTED FILL SHOULD BE FREE OF ORGANIC MATERIAL AND IT SHOULD CONTAIN NO MATERIAL LARGER THAN 4 INCHES AND
HAVE A PLASTICITY INDEX OF LESS THAN 16.
13. THE EXCAVATED ON -SITE MATERIAL IS SUITABLE AS COMPACTED FILL PROVIDED IT IS FREE OF ORGANIC MATTER AND MATERIAL LARGER
THAN 4 INCHES IN DIAMETER.
14. FILL SHOULD BE PLACED IN HORIZONTAL LIFTS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS, MOISTURE CONDITIONED TO AT LEAST
OPTIMUM CONTENT, AND COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTION BENEATH ALL STRUCTURES, AND 90 PERCENT
RELATIVE COMPACTION ELSEWHERE. A SITE SPECIFIC GEOTECHINCAL REPORT, IF AVAILABLE SHALL OVERRIDE /AMEND SUCH
REQUIREMENTS.
15. CONSTRUCTION OPERATIONS DUST SHALL BE CONTROLLED. WASTEWATER GENERATED DURING CONSTRUCTION SHALL NOT BE DISCHARGED
TO THE STORM DRAIN SYSTEM. THIS INCLUDES WASTE FROM PAINTING, SAW CUTTING, CONCRETE WORK ETC. THE CONTRACTOR SHALL
MAKE ARRANGEMENTS TO ELIMINATE DISCHARGES TO THE STORM DRAIN SYSTEM AND THE EXISTING SUMP, IF NECESSARY PROVIDE AN
AREA FOR ON -SITE WASHING ACTIVITIES DURING CONSTRUCTIONS. MATERIALS THAT COULD CONTAMINATE STORM RUNOFF SHALL BE
STORED IN AREAS WHICH ARE DESIGNATED TO PREVENT EXPOSURE TO RAINFALL AND TO NOT ALLOW STORM WATER TO RUN ONTO THE
AREA.
16. PAVEMENT CLEANING - FLUSHING OF STREETS /PARKING LOTS TO REMOVE DIRT AND CONSTRUCTION DEBRIS IS PROHIBITED UNLESS
SEDIMENT CONTROLS ARE USED. PREFERABLY, AREAS REQUIRED CLEANING SHOULD BE SWEPT.
17. SPOILS SHALL NOT REMAIN ON -SITE. DISPOSAL OF ALL PROJECT GENERATED SPOILS SHALL BE AT A FACILITY LICENSED AND
CLASSIFIED TO ACCEPT THE MATERIALS. CONTRACTOR TO PROVIDE OWNER WITH A FORMAL RECEIPT FROM THE ACCEPTING FACILITY. ALL
MATERIALS THAT WILL REQUIRE TESTING PRIOR TO DISPOSAL SHALL BE SAMPLED AND TESTED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE DISPOSAL FACILITY IN ADVANCE OF THE NEED FOR DISPOSAL.
18. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH 2016 C.B.C., 2016 C.F.C., AND MOST CURRENT NFPA AND NEC AWWA E101 & C600.
19. SITE CONTRACTOR MUST SHARE THE SITE WITH OWNER'S OTHER CONTRACTORS.
20. OPEN STORAGE OF MATERIALS AND EQUIPMENT SHALL BE SURROUNDED AND SCREENED WITH A SOLID WALL OR FENCE (SCREENING
ALSO APPLIES TO GATES.) THIS FENCE SHALL BE AT LEAST 6 FEET IN HEIGHT AND MATERIALS SHALL NOT BE STACKED ABOVE THE
HEIGHT OF THE FENCE.
21. THE OWNER SHALL BE NOTIFIED IF PALEONTOLOGICAL RESOURCES ARE ENCOUNTERED DURING CONSTRUCTION.
22. THE DEVELOPER SHALL MEET ALL REGULATIONS OF THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (REGULATION VIII)
CONCERNING DUST SUPPRESSION DURING CONSTRUCTION OF THE PROJECT. METHODS INCLUDE, BUT ARE NOT LIMITED TO; USE OF
WATER OR CHEMICAL STABILIZER/ SUPPRESSANTS TO CONTROL DUST EMISSION FROM DISTURBED AREA, STOCK PILES, AND ACCESS
WAYS; COVERING OR WETTING MATERIALS THAT ARE TRANSPORTED OFF -SITE; LIMIT CONSTRUCTION - RELATED SPEED TO 15 MPH ON ALL
UNPAVED AREAS /WASHING OF CONSTRUCTION VEHICLES BEFORE THEY ENTER PUBLIC STREETS TO MINIMIZE CARRYOUT /TRACK OUT; AND
CEASE GRADING AND EARTH MOVING DURING PERIODS OF HIGH WINDS (20 MPH OR MORE.)
STORMWATER NOTE:
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 (S`.VRCB ORDER NO. 2009 - 009 -DWQ AS AMENDED BY ORDER 2010 - 0014 -DWQ AND ORDER
2012 - 0006 -DWQ) MUST BE FILED WITH THE 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.
��20FESS /0�,
Plo. C48 80 m
OF CAOA
ENGINEERING
DEPARTMENT
REVISIONS:
PLAT SHEET NO.:
SCALE:
NO SCALE
DRAWN BY:
DTG
DESIGNED BY:
CHECKED BY: DATE:
APPROVED BY: DATE:
AECOM Water
5001 E. Commercenter Dr.
Bakersfield Ca. 93309
661.283.2323 tel
661.395.0359 fax
www.aecom.com
DATE: RM.
DMTHMMON❑
m"
PLAT
BHSET
SCHMUTIO
STATION
SCMMATIC
PLAT SHEET NO.:
SCALE:
NO SCALE
DRAWN BY:
DTG
DESIGNED BY:
CHECKED BY: DATE:
APPROVED BY: DATE:
AECOM Water
5001 E. Commercenter Dr.
Bakersfield Ca. 93309
661.283.2323 tel
661.395.0359 fax
www.aecom.com
DISTRICT:
BAKERSFIELD
DATE:
PROJECT ID.:
DRAWING NO.:
G -04
SHT 5 OF 8
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DATE:
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G -04
SHT 5 OF 8
`1
OH —
EXISTING ELECTRICAL PULL BOX
REPLACE WITH H -20 TRAFFIC 369.94 *
RATED BOX AND COVER, SLOPE 369.44FL* 369.48FL 8TC 369.*
COVER TO MATCH FINISH GRADE 369.92TC*
368.90TC* — __ — — — 20' -0" DRIVEWAY 370.01 TC*
* 368.40FL* 368.89TC* -
- — — _ 20 -0 DRIVEWAY
369.90TC* 369.88TC*
369.48FL*
--- - - - --- -
OH OH — OH
X
PEDESTRIAN EASEMENT
PER DOC. NO.
—OH —
OH -OH -OH --
X
EXISTING FENCING TO
BE REMOVED AND
RELOCATED, SEE NOTES
ON THIS DWG., TYP
v X EXISTING GATE x I �p(7-3 r,,Mrj U/4SC -/1 C-A i�-
x
EXISTING GATE ' TO REMAIN S•jtAI-L 176 R CC0 rr>E7,>
TO REMAIN
FR./vjz ro Fly Al- IAI.;
1 BK- 146 -01 DRIVEWAY NOTE: 3 BK- 146 -03 DRIVEWAY
SCALE: 1" = 5' -0" * MATCH EXISTING ELEVATION
SCALE: 1 = 5'-0"
20' -0" DRIVEWAY
369.32FL*
369.45TC* - -
* 368.95FL* 20' -0" DRIVEWAY 369.40TC* 369.36TC
-AFa A7rrr* 368.91 FL *
1 : ' GENERAL NOTES: '
1. SAWCUT AND REMOVE EXISTING CONCRETE CRIVEWAY, 1
x SIDEWALK, CURB AND GUTTER AS INDICATED. x
1 Q 2. INSTALL NEW CONCRETE DRIVEWAY, SIDEWALK, CURB AND
I EXISTI G GATE GUTTER TO LIMITS SHOWN HEREON PER PER COB p x
TO EMAIN p
2 EK- 146 -02 DRIVEWAY
SCALE: 1 " = 5' -0"
STANDARD DETAIL ST -4. p EXISTI G GATE
TO REMAIN
3. EXISTING = ENCING TO BE SALVAGED AND REUSED IN NEW
LOCATION. EXISTING FENCING DAMAGED DURING
CONSTRUCTION SHALL BE REPLACED WITH NEW TO
MATCH. SEE DWG CD -09 FOR FENCING DETAILS.
4 BK- 146 -05 DRIVEWAY
SCALE: 1 " = 5' -0"
ENGINEERING
DEPARTMENT
REVISIONS:
vp
.............
.....
.. .... ....... . .. . . .....
. .. '
.. ....
PUT
F-1
p -
Q
(� ......... ...............................
....... ...............................
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.........................
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-
:•:.:.::.:••• :.:.:.::.::::.:•:.:.:.:
.::.:.:.:•:•:•:.:•:•:.:•:•:•:::
.......................................................
:::: :::: :::::::::: ::::::::::::::::::::::::::::::. ::
:::. :::::::::::: ::::::::::::...::::::::
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:::: ::..:............................::::...:.::.::...:...:...
.........:.:....:....:.:...:. .....:.:.....:.....
• :. :....:.�.:......:.............
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...... .. .....................
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369.97FS .......................
. ' ' ' ' . ' ... ' . ' ' . • ' .:. .:. .. .: .:.
..
':':• :• :•:•:•:•. .:•:•:•:.:.:.:.:.:•:•:•:-: •:• :•:.:•:•:•:•......:.:.:.:.:• :•:. :.:•:•:.:•:•:•:::..::.:• :......
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:::::::::::::... .
............................
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369.89FS
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•'OH'.° ON.•.•-^-•C1H•.- .. -.Ofi.
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-
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..
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. . . . .. .. . .
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.
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...............
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370.05FS
x`X
— �—
— — —
EXISTING FENCING TO
�`x
BE REMOVED AND
X
+/`
RELOCATED, SEE NOTES
370.11 FS
X --o
ON THIS DWG., TYP
MATCHM � � �
�
EXISTING
369.98FS
1 Q
370.04FS
x
PEDESTRIAN EASEMENT
PER DOC. NO.
ti p i
1 : ' GENERAL NOTES: '
1. SAWCUT AND REMOVE EXISTING CONCRETE CRIVEWAY, 1
x SIDEWALK, CURB AND GUTTER AS INDICATED. x
1 Q 2. INSTALL NEW CONCRETE DRIVEWAY, SIDEWALK, CURB AND
I EXISTI G GATE GUTTER TO LIMITS SHOWN HEREON PER PER COB p x
TO EMAIN p
2 EK- 146 -02 DRIVEWAY
SCALE: 1 " = 5' -0"
STANDARD DETAIL ST -4. p EXISTI G GATE
TO REMAIN
3. EXISTING = ENCING TO BE SALVAGED AND REUSED IN NEW
LOCATION. EXISTING FENCING DAMAGED DURING
CONSTRUCTION SHALL BE REPLACED WITH NEW TO
MATCH. SEE DWG CD -09 FOR FENCING DETAILS.
4 BK- 146 -05 DRIVEWAY
SCALE: 1 " = 5' -0"
ENGINEERING
DEPARTMENT
REVISIONS:
PLAT SHEET NO.:
SCALE:
1" = 30' -0"
DRAWN BY:
VENE
DESIGNED BY:
CHECKED BY: DATE:
APPROVED BY: DATE:
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AECOM Water
5001 E. Commercenter Dr.
Bakersfield Ca. 93309
661.283.2323 tel
661.395.0359 fax
www.aecom.com
DATE: DW.
DISTRMu"ON
YAP
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PUT
F-1
sYsm
SCMUTIC
STATION
SCROUTIC
►-3
PLAT SHEET NO.:
SCALE:
1" = 30' -0"
DRAWN BY:
VENE
DESIGNED BY:
CHECKED BY: DATE:
APPROVED BY: DATE:
mw
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AECOM Water
5001 E. Commercenter Dr.
Bakersfield Ca. 93309
661.283.2323 tel
661.395.0359 fax
www.aecom.com
DISTRICT:
BAKERSFIELD
DATE:
PROJECT ID.:
DRAWING NO.:
CD -13
SHT 6 OF 8
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CD -13
SHT 6 OF 8
PL
EXISTING FENCE 16'
SUMP FENCE
2:1 MAX
SLOPE, TYP
PL
EXISTING FENCE SUMP FENCE
16'
2:1 MAX
SLOPE, TYP
PL
SUMP FENCE
EXISTING FENCE
FINISH
SURFACE
2:1 MAX
SLOPE, TYP
PL
EXISTING FENCE
SUMP FENCE
2:1 MAX
SLOPE, TYP
16'
..
..
1+00
53'
EXISTING
GRADE
SUMP
/FINISH GRA
EL= 358.70
16' SUMP FENCE
�-3 ELECTRICAL
CONDUIT
A SITE PROFILE BK- 146 -01
1+00 SCALE: HORIZ. 1" = 20' -0"
1 VERT. 1 " = 10' -0"
78'
EXISTING
GRADE
SUMP
FINISH GRADE
—EL= 360.10
B SITE PROFILE BK- 146 -02
SCALE: HORIZ. 1" = 20' -0"
1+00 VERT. 1 " = 10' -0"
- EXISTING
GRADE
SUMP
FINISH GRADE
m =ARn 9R
C I SITE PROFILE BK- 146 -03
SCALE: HORIZ. 1" = 20' -0"
1+00 VERT. 1 " = 10' -0"
16' 78'
EXISTING
GRADE
� SUMP FINISH GRADE
/—EL= 359.80
D SITE PROFILE BK- 146 -05
SCALE: HORIZ. 1" = 20' -0"
VERT. 1" = 10' -0"
1 TYPICAL SUMP INLET
SCALE: 1" = 10' -0"
2 +00
EXISTING 24"
WATER LINE
2 +00
16' __,'�__ UMP FENCE
2 +00
16 �i _.'—S MP FENCE
16'
EXISTING 24"
WATER LINE
2 +00
:1 FENCE
ISTING 24"
TER LINE
EXISTING CONCRETE
R/W 3 +00 CURB, GUTTER, AND
SIDEWALK
EXISTING CHAIN PACHECO
LINK FENCE----,,., EXISTING AC ROAD
PAVEMENT --
EXISTING CHAIN
LINK FENCE-
R/W
1 3 +00
ITEXISTING CONCRETE
CURB, GUTTER AND
SIDEWALK
PACHECO
EXISTING AC ROAD
PAVEMENT—\
EXISTING CONCRETE
R/W CURB, GUTTER AND
3 +/EXISTING SIDEWALK
PACHECO
AC ROAD
EMENT
EXISTING CONCRETE
R/W CURB, GUTTER AND
3 +00 SIDEWALK
q
EXISTIN CHAIN PACHECO
LINK FE CE ROAD
EXISTING AC
PAVEMENT —\
18" PVC DRAIN
18" CSP
OUTLET PI
SEE
FINISH PLAI
GRADE--\
;r —Rvv+ 1 �v —n»
CITY OF BAKERSFIELD STANDARD NOTES:
1. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661)
326 -3049.
2. 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.
3. 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 THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO
ISSUANCE OF A PERMIT.
4. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT
FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2 %. ALTERNATIVELY, THE CITY
ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO
THE SIDEWALK.
5. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION.
(1- 800 - 612 -2444)
6. ANY PUBLIC FACILITIES IN THE STREET RIGHT -OF -WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE
SUBSTANDARD OR DAMAGED WILL REQUIRE CONSTRUCTION OR REPAIRED AS DETERMINED BY THE CITY
ENGINEER.
7. ALL GRADING SHALL CONFORM WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE AND STANDARDS
PERTAINING THEREOF AND PRELIMINARY SOILS REPORTS BY SOILS ENGINEERING, INC.
a. BK -W 146 -01, DATED JULY 17, 2017
b. BK -W 146 -02, DATED JULY 20, 2017
c. BK -W- 146 -03, DATED JULY 20, 2017
d. BK -W- 146 -05, DATED AUGUST 7, 2017
8. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND
CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, SPECIFICATIONS, AND CODE
WITHIN HIS PURVIEW.
2 TYPICAL SUMP INLET PLAN
SCALE: 1 " = 5' -0"
2
NP 18" FLAP GATE, AGRI SUMP
1 DRAIN FIG 12 OR EQUAL.
INV EL, SEE PLAN
RIP —RAP PER SPEC.
18" PVD DRAIN 'r SECTION 313716
/BTM EL SEE PLAN
18" COUPLING, TRANSITION
FROM PVC (BURIED) TO
CSP (EXPOSED) CUTLET
8' -0"
3 TYPICAL SUMP INLET SECTION
SCALE: 1" =5' -0"
0
ENGINEERING
DEPARTMENT
REVISIONS:
DATE: RM.
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PLAT ❑
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PLAT SHEET NO.:
SCALE:
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DRAWN BY:
VENE
DESIGNED BY:
CHECKED BY: DATE:
APPROVED BY: DATE:
DISTRICT:
BAKERSFIELD
DATE:
PROJECT ID.:
DRAWING NO.:
CD -14
SHT 7 OF 8
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5001 E. Commercenter
Bakersfield Ca. 93309
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CD -14
SHT 7 OF 8
2- 7/8 "O.D. 4 PT. 4" q BARBED 1 -7/8 "- SCH. 40 O.D.
SCH. 40 GATE WIRE, GALVANIZED GATE FRAME
POSTS 5.79# AFTER WEAVING
UPPER HINGE UPPER HINGE 2- 7 /8 "0•D• ENGINEERING
CLAMPS 40 GATE
CLAMPS TO POST POSTS 5.79# RUN
HROUGH TENSION OP AND BRACE CUP •
HOG RINGS SPACED TIE TO TOP MALLEABLE IRON
4" O.D. PIPE- SCH.40 24" O.C. TENSION WIRE CORNER CLAMP l ,
GATE POSTS 1 -1/4" WIDE 1-
2" 3
T
1 -1/4" SCH. 40 UPPER HINGE 1 -1/4" SCH. 40 = /I
BRACE RAIL (TYP.) BRACE RAIL (TYP.) o = A?
FORK LATCH BRACE CLAMP
AND PADLOCK
FORK LATCH ATTACHMENT FORK LATCH 2" WIDE
AND PADLOCK AND PADLOCK 72" #9 GA. 2" MESH
ATTACHMENT o CHAIN -LINK FABRIC
ATTACHMENT
(GALVANIZED AFTER WEAVING) LINE POST
TYPE 3 DEPARTMENT
STRETCHER BAR
1/4"x3/4" REVISIONS:
1"
RUN TENSION WIRE
THROUGH TOP AND
TIE TO TOP
STRETCHER BAR BANDS
BALL &SOCKET LOWER HINGE BARBED (TYPE 1 1" WIDE
HINGE 180' BALL AND SOCKET 180' BALL &SOCKET TENSION WIRE HOG RINGS SPACED AND TYPE 3
HINGE 180' 24 O.C. )
0
5 SACK
D p CONCRETE TYP, D 1
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W W W � TRUSS BAND
GATE OPENING GATE OPENING
GATE OPENING BRACE CLAMP 1 -1/4" WIDE DATE: mT•
3' -0"
3' -0" 3' _0" DD3fR®UTlON ❑
FABRIC BAND P
SINGLE GATE SINGLE GATE SINGLE GATE TRUSS TIGHTENER SPACED 14' CORNER POST END AND GATE POST srsr�
TYPE 1 TYPE 2 TYPE 3 �nc
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"H" POST 2.8# SCEMAnC
1 -7/8 "- SCH. 40 O.D. (OR TUBULAR SECTION)
GATE FRAME
TOP OF GATE VARIES ® PLAT SHEET NO.:
SEE SINGLE GATE DETAILS
TYPE 1 OR TYPE 3 UPPER HINGE
CLAMPS TO POST �o SCALE:
UPPER HINGE � = e\
TYPE 1 -60° 1 -7/8" O.D. -40 SCH.
AS NOTED
TYPE 3 -72"
FRAME 2.27 TENSION WIRE 0
DRAWN BY:
#9 GA. 2" LOCK KEEPER GUIDE
LATCH FOR VENE
CHAIN -LINK FINISH GRADE LATCH FORK
FABRIC i
FORK BRACE "RAIL SCH.
(TYP.) 4" O.D. PIPE- SCH.40 BARBED BOTTOM (TYPE 1) OR DESIGNED BY:
O.D. 40 SCH. DOUBLE ATTACHMENT HOG RINGS KNUCKLE BOTTOM (TYPE 3)
GATE POSTS 9.11# PADLOCK GATE POSTS
SPACED 24" O.C. O CHECKED BY: DATE:
LINE POST
TYPE 1 AND TYPE 3 APPROVED BY: DATE:
FORK
I
BALL AND SOCKET 1so• LOCK KEEPER LOCK KEEPER GUIDE
3/8-0 TRUSS LOCK WIRE KEY
STR. BAR BANDS RODS
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PLUNGER ROD D SEE NOTE 7 'F
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LINE POST TOP 45'
DOUBLE GATE DOUBLE GATE
(TYPE 1 AND TYPE 3) TYPE 2 CATCH FOR o
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(TYPE 1 AND TYPE 3) 1 -5/8" O.D. SCH. 40 TOP RAIL W /CUPS COLORED VINYL LATHS. WRAP &TIE TENSION cz
9 GA. ALUMINUM �� 3/16 "x3/4 "x70" FLAT RIVETED EACH END CENTERED AT 4-1/2 LATHS REQ. G1
TIE WIRES 0 24 APPROX. BOTTOM OF FIRST FULL DIAMOND / WIRE TO POST
STRETCHER BAR (TYP.) PER LINEAL FOOT 2-7/8" PRESSED STEEL MM
7 GA. SPRING -STEEL TOP OF FENCE VARIES, SEE POST CAP N
GALVANIZED TENSION WIRE TYPE 1 OR TYPE 3 DETAILS LINE POST 9 GA. ALUMINUM re
2 -3/8" O.D. SCH. 40 TIES 024" UPPER HINGE ASSY a
PINNED
2 -1/2" O.D. POST ON GATE U1
FABRIC WRAPPED AT i i TENSION WIRE (7 GA.)
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TYPE 1 &TYPE 3 WITH TIE WIRES LINE POST li! ! '!!
(1- 5/8 "x1 -1/4" SCH. 40 2 -3/8" O.D. SCH. 40
TOP AND BRACE RAIL OPTIONAL) BARBED WIRE ARM END 45' BARBED WIRE ARM CORNER 45' END POST
rte'
TYPE 1 OPTION
3/8 "0 TRUSS ROD 3/8 "0 TRUSS ROD
AT EA. CORNER AT EA. CORNER
STRETCHER AND GATES BAR BANDS AND GATES FENCE TYPE: (CHECK ONE
BAR BANDS M
TYPE 11 -60" N
TYPE 3 -72" O TYPE 1
#9 GA. -2" Q T(PE 3 y H
CHAIN —LINK
CORNER POST
FABRIC CORNER POST 9 GA. 3- 1/2 "x5 -1/2" TENSION WIRE DETAIL BALL OWER HINGE
2 -7/8" O.D. 2 -7/8" O.D. SCH. 40 MESH CHAIN -LINK, TOP NOTES: AND SOCKET
SCH. 40 AND BOTTOM SELVAGE
IN KNUCKLED FINISH 1. BARBED WIRE AND FABRIC MAY BE HOT- DIPPED GALVANIZED OR ALUMINUM
1 " CLEARANCE CQATED. ALL OTHER MATERIALS TO BE HOT- DIPPED GALVANIZED. COMMON DETAILS ►�
2. PULL POSTS ARE REQUIRED AT ALL ABRUPT CHANGES OF GROUND SLOPE AND
/ / \ \ / / \ \ / / \ \ / / \ // \ \ / / \ \ / / \ \ / / \ \ / / \ \ / / \ \ / / \ \ /� \ \� / AT A MAXIMUM OF 300' SPACING ON STRAIGHT RUNS OR UNIFORM SLOPES.
GRAD GRADE /` \� \ \� \ \; \ \�`��� 5 SACK 3. GA -E HINGES ARE TO BE HEAVY, STRONG, MALLEABLE IRON. FENCE FOOTING SCHEDULE
7 GA. SPRING -STEEL GALVANIZED CONCRETE TYP.
TENSION WIRE 4. ALL GATES ARE TO BE EQUIPPED WITH CATCH POSTS AND GATE STOPS TO HEIGHT GATE OPENING/
` 7 GA. SPRING -STEEL % % DEPTH "D" WIDTH "W"
GALVANIZED HOLD GATE IN OPEN POSITION. POST SPACING
DISTRICT:
D TENSION WIRE p D D 5. EXTENSION ARMS SHALL BE MALLEABLE IRON OR 14GA. MIN. THICKNESS 6' -O" 3' -0" 2' -0" 12"
LINE POST LINE POST PRESSED STEEL. BAKERSFIELD
AT TERMINALS AT TERMINALS 6' -0" 10' -0° 3' -0" 12"
(NP) (NP•) 6. THESE STANDARDS ARE INTENDED TO ESTABLISH A MINIMUM QUALITY 6' -0" 16' -0'" 3' -0" 12"
REQUIREMENT. SUITABLE EQUIVALENTS MAY BE ACCEPTED BY THE ENGINEER.
END POST 8' -0" 3' -0" 12"
END POST i (TYP.) 3' -C"
DATE:
(TYP.) - .
7. END, CORNER, ANGLE AND PULL POSTS TO BE 2 -7/8" O.D., SCH. 40 8' -0" 10' -0 "' 3' -3" 12"
W W W W 8. DOUBLE DRIVE GATES ARE TO HAVE PLUNGER TYPE LATCH AND PADLOCK 8' -0" 16' -0 3' -3" 16"
ATTACHMENT. FLUSH PLATE AND ANCHOR TO RECEIVE PLUNGER BAR TO BE PROJECT ID.:
10 -0 MAX.) O.C. 10' -0" (MAX.) O.C. SET IN CONCRETE.
FENCE ASSEMBLY (TYPE 1 AND TYPE 3) FENCE ASSY TYPE 2 9. DIAGONAL BRACE OF 3/8" TRUSS ROD WITH TURN BUCKLE TO BE INSTALLED DRAWING NO.:
1. ALL PIPE SIZES ARE OUTSIDE DIAMETER AT END, GATE, CORNER, ANGLE AND PULL POSTS. e
-- C> ' CD -09
2. ALL BOLTS ARE 3/8 "0x1 -1/4" CARRIAGE BOLTS
CITY RECORDS NO. SHT 8 OF 8