HomeMy WebLinkAbout1.7-6410NEW PG&E 34" HP GAS MAIN �_ I_ ---. - - �1 I �h S89 04'14"E 1325. 3'
41"MATCH EXISTING GROUND AT PROPERTY LIN - _
x x
x .7 .c._._..,.` R, ---,__.._. ._� � �- .....r..-. �-x R,-....,.� x�1� �1�
x 3$8.40 •A x 348. k I
- ' EXIST 24" RCP ®0.21% I
340.D �L x 43. $f x ,348.40 INV END = 36.64 x 348}50 x 34t°.d0 I A x 341.20
®r, 2348.10 �>
�O 1 TEMPORARY SUMP FOR
b TR 5944 TO BE FILED !
47.1 p1 IN
51.00 LF 24" RCP 0 0.21 ° I 0
6' SLATTED CHAIN LINK NCE \� 47.4 _, __r
348."x0 x 3 x 34810 �9c x g4c3.L?0� I I X x 346.21 x 347.3fl ! 0 x 347.Fi0 Dc
As39 86.22
47.0
O I } }
5.>> TE "A" CATCH I OON=
`L 5Ap
47.2 h
CNI
� ° 6.s 29' 1 � Dh _ OD 0.20% 00
COAL ROCK COURT k -
0.20% - h >x
� f lty
47.0 t I S �� N04
6
348.40 x 3-'-7.� 0 � 4F�.00 x 347.8U I ^ 3 + r -
x 347.70 x 347,
f b
a j -It•• i 1 # �o i N I N
/46.7
j }
O ,� 6 °�s 0209 46.9 I } Rs8 0^� ��h I �,�h !
tK 339.6 TYPICTHEE 2 LOCAL STREET
a
� � � BUILDING SETBACK UNESJ. `596,
a I 50' FROM P.G.&E. GAS LINE a x �p y\ ",> 276.19 LF 27" RCP CSA 0.11% x
z 348.11? x 347,30 TO BE SHOWN ON FINAL MAP 34 ��`O �,8�/ C9TC x 7.7 1 x 34;.30 x 347.60 347.40}
w F -l'\ °
/�� �A®sro
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z I }} °IK
R }
w
fu -
II xa-1
1 5 xs x45.19 .�. :347 80 x 347.70 x 34.7 4cl h
M347.80 04 x 347.50 x 347.60 s R� 0,5 ' � T \,cl
04 N a_ 17
00
tK
W OD KEYSTONE COURT 0.20% c,
U
o ss2 �co•h 00 0.20% S�9 �. `} t ` RO04
° � N A
z 6�2 04 'O 9' I O• ° +
`�, 87.04 LF 0 RCP ®0.10%
o �6. �� c"110 I '�` o� " /' �6, DIAMOND ROCK COURT 0.20% 00
41
S '1 /uo
°S 347, 3 °'x347.7fl 0.20% °0 _x.O ��� 347, Fs0 x47,2347.90 347.313 ry °
FUTURE GRADING °
B
p i 1147.
O 4.
\ Iy
IK p1' a1 • } � � � 45.6
O I ` to O C� x 347.40 x 347.11:1
34 7.80 x €".20 �. + �qY ` ��� w0 x 34-710 I } ��
0 149.28 LF 30" RCP 0 0.1}1 % }
}
\ B I } } i } } }}
II EXISTING CAN41- TO BE FILLED & RELOC TED >to
WEST PR
OP LIN T� I I 1• 4 �2
34
} \ 15 3 8+
GRADING NOTES
x CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOILS
1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND
'-
O
STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS REPORT BY SOILS ENGINEERING
r
TRACT N0.6410
:sas=s`_ _=_ PERMIT NO.
a
~8.56 LF 18" RCP 0 2.1%
x 347.40 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING
di
1
1
a
GRADING PLAN
CIVIL s�_. ___ 813-40000044
/EENGINEERS
x 349.00-
ASIS OF BEARINGS
THF,
WITH APPENDIX J OF THE CALIFORNIA
:FouN�nzioNs ---"
>:9
4
FACILITIES, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL.
E-
5. CIVIL ENGINEER, GEOTECHNICAL ENGINEER AND BUILDING OFFICIAL WILL BE NOTIFIED
9. FACES OF ALL CUT AND FILL SLOPES SHALL IN EXCESS OF 5' BE PLANTED WITH A
Revised
DELMARTER AND ASSOC.
' QgOFESS/pH9
x 347.50 2``� gY`• DEL* �E`
DATIr
1-07-14
Date
�+I 2019 WEsrMND DRIVE STE. "C" BAKERSMELD, CA, 93301
No. 12424D
y
LEGAL DESCRIPTION
BEING A PORTON OF LOT 25 AND LOTS 26-29 PER RECORD OF SURVEY
11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES.
PHONE 327-1486 FAX 327-1452
E,N'sjjo7
DRWG J.K.
BAKERSFIELD PARK SITE PER DOC. # 0200166321 O.R. IN SECTION 35,
TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., IN THE CITY OF BAKERSFIELD,
---1A►��-PiANNINc:SURVEYORS
__=`•LAND LEVELING:
* *
COUNTY OF KERN, STATE OF CALIFORNIA, AS PER KERN COUNTY SALES MAP
EXISTING TERRAIN SLOPES TOWARD TP OF CUT.
'PROPERTY LINE: SHEET 1- OF
x 347.50
13. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND
OF SAID COUNTY,
SUBDIVISIOdk
_3APPFb_
=-DRAFTING:
F of cn1.�ti°
AMES K. DELMARTER
140 RESIDENTIAL, LATS, 1 SUMP IAT, 1 DRILL SITE LOT, 1 PARK IAT
--
x 347.10 TOP OF EXISTING AND/OR PLANNED SLOPES.
ONE FOOT
BENCH MARK USED
R.C.E. 17564
15. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND (1)
DRAWING RLE. TR6410 GRADING
MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN
SLOPES TOWARD TOP OF CUT.
TOP OF BRASS CAP IN LAMPHOLE ® INTERSECTION OF
HOSKING AVENUE
IDLEROCK AVENUE & JEWELSTONE STREET PER C.O.B. TR. 5944-5
GRADING NOTES
x CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOILS
1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND
'-
O
STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS REPORT BY SOILS ENGINEERING
r
INC. DATED NOVEMBER 1, 2005. SEE SHEET 3.
7. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6)
a
~8.56 LF 18" RCP 0 2.1%
x 347.40 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING
di
GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT,
a
SPECIFICATIONS AND CODE WITHIN HIS PURVIEW.
^
3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE
BUILDING CODE.
ASIS OF BEARINGS
THF,
WITH APPENDIX J OF THE CALIFORNIA
W
4. SURFACE DRAINAGE TO BE ONE (17.) PERCENT MINIMUM TO APPROVED DRAINAGE
4
FACILITIES, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL.
E-
5. CIVIL ENGINEER, GEOTECHNICAL ENGINEER AND BUILDING OFFICIAL WILL BE NOTIFIED
9. FACES OF ALL CUT AND FILL SLOPES SHALL IN EXCESS OF 5' BE PLANTED WITH A
FORTY EIGHT (48) HOURS TO PLACING ANY FILL MATERIAL.
;.�
6. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (907.) PERCENT MAXIMUM
SHOWN UPON THIS MAP.
747 2fl DENSITY AS DETERMINED BY APPROVED METHOD PER APPENDIX J OF THE CURRENT
,
x X4.7.,0 10. ALL CUT AND/OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL
} } I
47.0 583 .�C2o
so a ao so 120 2+0
® MANHOLE
h DSO q1 I VERT = 35.76
1 x:34100 r x 346.70 ( IN FEET )
�h• �?� �`b O I` x 34 + O. 8 O 7.301 inch = 60 ft.
347.00 x 347.1 Og 1 a
348.40 \\\\� o I t h• �� 183.87 LF 30" RCP ®0.12% C C
N It ` 45 4 501LDIROM P.NG 6.&EK GAS LINE � E i
� 6 6�� TO BE SHOWN ON FINAL MAP '` 0 ^ 66 kha
0o PEBBLE ROCK AVENUE 20 � °�` } °6�� SEE ATTACHED EROSION CONTROL PLAN
�� ut t HOLE INVERT
1
D CHAIN LINK FENCE s> w i0. 0% X60 °` 4S S6 �� IN SE`& E35 4 34.27 � N
6' SLATTED I��
' 04 i I 00.bc 000
-
'� �G j / C, N 0.20% DIAMOND ROCK COURT
�$ x 346 6� x) Ttj x 0 h N y I + Ilk
� I �I } x 3-47, 30 \ � �� ) 34 .20 h S`L N 0.20% x 346=
� x 34 � h
h. h.
348.60 r �1 k� �1 • I o } fK1 I �i\ / oA
�li 1
�• h,� i � � � � � � � }� � � i 499.42 LF 27 RCP ®0.25% hh
1 a� MANHOLE
>xh �• 4 \ B N
N89'03'31"W 147.55' ��b 10 INVERT = 35.79
346.10 srj } o 4,! } & O `7 1$1.4` 'y- ��� X60 z
tt y1 w w
as / s oe 12 18 99
m� 20' 12 18' 18� 2' , " PHASE "A" GRADING z
Lu uj
_j ujO �, O g/�1/ �� �,� 209.49 LF 36 R" 011 % q� Q
EXIST 5'
PE
NT
Q o ��' ¢ _!L x �! _ �_ -
NZ
34,7,30- _ �_ O x b . 0 0 346.30 3 60 N a a
3 x 346,60 �S x a- 346.w x � ".7 2 � x Ai _ix 3 .6` 3 a � PER TR. 59444 GRADING PLAN a
34&.8G _ _. ._...._._ Dc N N X _.__ ^ _�_ _...� O � "`_•_'! }.-•... I 0 � ���� DOS ap°-' \ ei� o z o
NEW PAD 2,
z Q 9 o Lit a 93 �O. �h. / O }- EXISTING OR PROPOSED 2' 2
z a / Z 13- 0+ 0+ 0 ` \ N 1- N LLl DEVELOPMENT (TR 5944-5)1"" I 0.9' MAX HIGHER PAD
w i t I It ! ! TO � = 7 2.8' MAX 7
2 0 to o LI J 2, 1.8 MAX 2.
U) I 1 , DRILL SITE W NEW PAD LOWER PAI
34 ,80 ` � 0 in DEVELOPMENT ADJACENT TO z REAR AND SIDE YARD
-� } I ! } Dh TYPE "A" CATCH` BASIN ll1 EXISTING DEVELOPMENT OF NEW DEVELOPMENT
° u- } ` 130ITOM=34.04 W SECTION A -A SECTION B -B
cna
1 t 06 12 18' 0
A } k^ 13D� 413 x46 x 34es.5C? x '> 6.' 0 0_
346.80 x .346.4.0 pct' x 346.4x0 Dc } Dc� x 346.40
� II � i I OU �. S1CTUR` srs
--{ 0 0 INV 36 34. 00 �� I
O \ yg st
N 1 N o �o ` o�� SIDE YARDS LEVEL BETWEEN LOTS
cV 1 N o ` PARALLEL TO STREET (TYPICAL)
I 6�� " ti SECTION C- C
0.20% APLESTONE AVENUE r o�' �.
4 0 1 D1 • a0 i 36.17 LF 3 RCP ® 0.1
�,�� oao% °`,"gig 2 �, ��'oAF� PROPERTY LINE TREATMENTS
C4 t
C4
g /
348.90 x 3$6.30 x 4£3.30 x 346.301 -- (T1346.5{? 3�t6.0 �O°\� 343.2Ci x 3?•6.10
I 943$• �ry °R-
'�e NOTES:
yy ��
0k kh;5 � ah � �D'1• � ^ \ ALL PADS SLOPE 0.5% MIN. TO STREET
9 \\
'`� \F BOTTOM OF SUMP TO BE EXCAVATED _�� ALL CURB RETURN SLOPES TO BE 0.5% MIN
12 25.5' TOP SUMP = 346.75 �\
! 1h HIGH WATER = 342.80 h`? Fy 1'0 REVEAL SOILS WITH A VINIMUM TRACT N0. 6802 TO NORTH AND EAST IS PRESENTLY BEING DESIGNED
�I. \s� PERMEABILITY OF .000443 CM/SEC AND FOR SINGLE FAMILY RESIDENTIAL SUBDIVISION BY PORTER & ASSOC.
BOTTOM SUMP = 334.00 �. /
?'7 R REQUIRED VOLUME = 6.99 AF �F,I,rBACK�ILLED WITH SOILS HAVING THE �h� PAD GRADES PER THAT GRADING PLAN ARE SHOWN AS ( ).
1 } J h a SAME MINIMUM PERMEABILITY. WORK Td THESE DEVELOPERS INTEND TO RECIPROCATE WITH RESPECT TO
f B� j PROVIDED VOLUME = 7.24 AF '$E OBSERVt BY THE SOILS ENGINEER THE COMMON LINES BETWEEN THE DEVELOPMENTS. THE HIGHER LOT WILL
/ TOB BUIL ONI PAD/ EASEMENT LINE SUMP SECTION SUMP SHALL CONFORM TO C.O.B. WHA WILL CE Y THE SUMP WILL DO IN ENCROACH INTO THE LOWER LOT BY 2' AS SHOWN ABOVE.
6' SLATTED CHAIN NK FENCE I } } } I 111 } } } 5 '� STANDARDS D-11, D-12 & D-13 N SEVEN DAYS. \\
.y � A I � x'346.70 x 3 {} � x 346.20
347.£30 �g 348.00 k93 9� 345.00 D+O a� x ;48.10 I r - -
_-. 3 } OUTLET STRUCTURE
89 4 _ INV 18" = 34.25
202.37' 68.24
Ii
TYPICALI TAFT HIGHWAY LO
l I s TYPICAL BLOCK WALL SHEET �,
TYPE "A" CATCH BASIN ° N 6�
A
W/ 4' OPENING 0 �� ��� 213.75' M 48.32 LF 18" RCP ®65.796 115.72' TYPE "A"
x CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOILS
TAFT HIGHWAY
'-
O
a
r
200' VC O g C 5 00 18" R P ® 0.11%
87 LF 18" RCP ®20.3%RCP
7. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6)
a
~8.56 LF 18" RCP 0 2.1%
INCHES IN COMPACTED THICKNESS AND COMPACTED AT A OPTIMUM MOISTURE
O O h
cs
} } I
47.0 583 .�C2o
so a ao so 120 2+0
® MANHOLE
h DSO q1 I VERT = 35.76
1 x:34100 r x 346.70 ( IN FEET )
�h• �?� �`b O I` x 34 + O. 8 O 7.301 inch = 60 ft.
347.00 x 347.1 Og 1 a
348.40 \\\\� o I t h• �� 183.87 LF 30" RCP ®0.12% C C
N It ` 45 4 501LDIROM P.NG 6.&EK GAS LINE � E i
� 6 6�� TO BE SHOWN ON FINAL MAP '` 0 ^ 66 kha
0o PEBBLE ROCK AVENUE 20 � °�` } °6�� SEE ATTACHED EROSION CONTROL PLAN
�� ut t HOLE INVERT
1
D CHAIN LINK FENCE s> w i0. 0% X60 °` 4S S6 �� IN SE`& E35 4 34.27 � N
6' SLATTED I��
' 04 i I 00.bc 000
-
'� �G j / C, N 0.20% DIAMOND ROCK COURT
�$ x 346 6� x) Ttj x 0 h N y I + Ilk
� I �I } x 3-47, 30 \ � �� ) 34 .20 h S`L N 0.20% x 346=
� x 34 � h
h. h.
348.60 r �1 k� �1 • I o } fK1 I �i\ / oA
�li 1
�• h,� i � � � � � � � }� � � i 499.42 LF 27 RCP ®0.25% hh
1 a� MANHOLE
>xh �• 4 \ B N
N89'03'31"W 147.55' ��b 10 INVERT = 35.79
346.10 srj } o 4,! } & O `7 1$1.4` 'y- ��� X60 z
tt y1 w w
as / s oe 12 18 99
m� 20' 12 18' 18� 2' , " PHASE "A" GRADING z
Lu uj
_j ujO �, O g/�1/ �� �,� 209.49 LF 36 R" 011 % q� Q
EXIST 5'
PE
NT
Q o ��' ¢ _!L x �! _ �_ -
NZ
34,7,30- _ �_ O x b . 0 0 346.30 3 60 N a a
3 x 346,60 �S x a- 346.w x � ".7 2 � x Ai _ix 3 .6` 3 a � PER TR. 59444 GRADING PLAN a
34&.8G _ _. ._...._._ Dc N N X _.__ ^ _�_ _...� O � "`_•_'! }.-•... I 0 � ���� DOS ap°-' \ ei� o z o
NEW PAD 2,
z Q 9 o Lit a 93 �O. �h. / O }- EXISTING OR PROPOSED 2' 2
z a / Z 13- 0+ 0+ 0 ` \ N 1- N LLl DEVELOPMENT (TR 5944-5)1"" I 0.9' MAX HIGHER PAD
w i t I It ! ! TO � = 7 2.8' MAX 7
2 0 to o LI J 2, 1.8 MAX 2.
U) I 1 , DRILL SITE W NEW PAD LOWER PAI
34 ,80 ` � 0 in DEVELOPMENT ADJACENT TO z REAR AND SIDE YARD
-� } I ! } Dh TYPE "A" CATCH` BASIN ll1 EXISTING DEVELOPMENT OF NEW DEVELOPMENT
° u- } ` 130ITOM=34.04 W SECTION A -A SECTION B -B
cna
1 t 06 12 18' 0
A } k^ 13D� 413 x46 x 34es.5C? x '> 6.' 0 0_
346.80 x .346.4.0 pct' x 346.4x0 Dc } Dc� x 346.40
� II � i I OU �. S1CTUR` srs
--{ 0 0 INV 36 34. 00 �� I
O \ yg st
N 1 N o �o ` o�� SIDE YARDS LEVEL BETWEEN LOTS
cV 1 N o ` PARALLEL TO STREET (TYPICAL)
I 6�� " ti SECTION C- C
0.20% APLESTONE AVENUE r o�' �.
4 0 1 D1 • a0 i 36.17 LF 3 RCP ® 0.1
�,�� oao% °`,"gig 2 �, ��'oAF� PROPERTY LINE TREATMENTS
C4 t
C4
g /
348.90 x 3$6.30 x 4£3.30 x 346.301 -- (T1346.5{? 3�t6.0 �O°\� 343.2Ci x 3?•6.10
I 943$• �ry °R-
'�e NOTES:
yy ��
0k kh;5 � ah � �D'1• � ^ \ ALL PADS SLOPE 0.5% MIN. TO STREET
9 \\
'`� \F BOTTOM OF SUMP TO BE EXCAVATED _�� ALL CURB RETURN SLOPES TO BE 0.5% MIN
12 25.5' TOP SUMP = 346.75 �\
! 1h HIGH WATER = 342.80 h`? Fy 1'0 REVEAL SOILS WITH A VINIMUM TRACT N0. 6802 TO NORTH AND EAST IS PRESENTLY BEING DESIGNED
�I. \s� PERMEABILITY OF .000443 CM/SEC AND FOR SINGLE FAMILY RESIDENTIAL SUBDIVISION BY PORTER & ASSOC.
BOTTOM SUMP = 334.00 �. /
?'7 R REQUIRED VOLUME = 6.99 AF �F,I,rBACK�ILLED WITH SOILS HAVING THE �h� PAD GRADES PER THAT GRADING PLAN ARE SHOWN AS ( ).
1 } J h a SAME MINIMUM PERMEABILITY. WORK Td THESE DEVELOPERS INTEND TO RECIPROCATE WITH RESPECT TO
f B� j PROVIDED VOLUME = 7.24 AF '$E OBSERVt BY THE SOILS ENGINEER THE COMMON LINES BETWEEN THE DEVELOPMENTS. THE HIGHER LOT WILL
/ TOB BUIL ONI PAD/ EASEMENT LINE SUMP SECTION SUMP SHALL CONFORM TO C.O.B. WHA WILL CE Y THE SUMP WILL DO IN ENCROACH INTO THE LOWER LOT BY 2' AS SHOWN ABOVE.
6' SLATTED CHAIN NK FENCE I } } } I 111 } } } 5 '� STANDARDS D-11, D-12 & D-13 N SEVEN DAYS. \\
.y � A I � x'346.70 x 3 {} � x 346.20
347.£30 �g 348.00 k93 9� 345.00 D+O a� x ;48.10 I r - -
_-. 3 } OUTLET STRUCTURE
89 4 _ INV 18" = 34.25
202.37' 68.24
Ii
TYPICALI TAFT HIGHWAY LO
l I s TYPICAL BLOCK WALL SHEET �,
TYPE "A" CATCH BASIN ° N 6�
A
W/ 4' OPENING 0 �� ��� 213.75' M 48.32 LF 18" RCP ®65.796 115.72' TYPE "A"
x CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOILS
TAFT HIGHWAY
'-
O
ENGINEER.
41,
200' VC O g C 5 00 18" R P ® 0.11%
87 LF 18" RCP ®20.3%RCP
7. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6)
VICINITY MAP
~8.56 LF 18" RCP 0 2.1%
INCHES IN COMPACTED THICKNESS AND COMPACTED AT A OPTIMUM MOISTURE
O O h
cs
R�
s
CONTENT BY AN APPROVED METHOD.
N.T.S.
^
8. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE
ASIS OF BEARINGS
THF,
4MATERIAL
FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6)
BEARING OF S 89°03'31" E SHOWN FOR THE SOUTH LINE OF SECTION 35.
9 �`
INCHES.
T.30 S., R.27 E., M.D.M. PER RECORD OF SURVEY BOOK 17 PAGE 127 IN THE
3
9. FACES OF ALL CUT AND FILL SLOPES SHALL IN EXCESS OF 5' BE PLANTED WITH A
OFFICE OF THE KERN COUNTY RECORDER WAS USED AS THE BASIS OF BEARINGS
;.�
GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION.
SHOWN UPON THIS MAP.
o
,
x X4.7.,0 10. ALL CUT AND/OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL
s` �YC3
1x
t
0
TO ONE (1) VERTICAL.
LEGAL DESCRIPTION
BEING A PORTON OF LOT 25 AND LOTS 26-29 PER RECORD OF SURVEY
11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES.
BOOK 17 PAGE 127 EXCEPT THEREFROM PANAMA BUENA VISTA SCHOOL
DISTRICT PARCEL PER DOC # 0195002897 O.R. AND THE CITY OF
o�ry
12. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1)
SLOPES WHEN
BAKERSFIELD PARK SITE PER DOC. # 0200166321 O.R. IN SECTION 35,
TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., IN THE CITY OF BAKERSFIELD,
FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT AND FILL
COUNTY OF KERN, STATE OF CALIFORNIA, AS PER KERN COUNTY SALES MAP
EXISTING TERRAIN SLOPES TOWARD TP OF CUT.
N0. 1 RECORDED MAY 3, 1889 IN THE OFFICE OF THE COUNTY RECORDER
13. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND
OF SAID COUNTY,
BENCHED TO SUPPORT FILL.
CONTAINING 65.99 ACRES GROSS (64.08 ACRES TO BE GRADED)
14. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY OF THE
140 RESIDENTIAL, LATS, 1 SUMP IAT, 1 DRILL SITE LOT, 1 PARK IAT
ti
x 347.10 TOP OF EXISTING AND/OR PLANNED SLOPES.
ONE FOOT
BENCH MARK USED
15. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND (1)
MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN
SLOPES TOWARD TOP OF CUT.
TOP OF BRASS CAP IN LAMPHOLE ® INTERSECTION OF
16. APPROXIMATE GRADING QUANTITIES. CUT 53,200 C.Y., FILL 37,700 C.Y.
IDLEROCK AVENUE & JEWELSTONE STREET PER C.O.B. TR. 5944-5
QUANTITIES SHOWN HEREON ARE FOR PLAN CHECK PURPOSES ONLY.
ELEV. = 343.80 U.S.G.S.
NO OTHER SIGNIFICANCE IS IMPLIED OR INTENDED.
17. IF DURING CONSTRUCTION ACTIVITIES OR GROUND DISTURBANCE, CULTURAL RESOURCES ARE UNCOVERED
THE SUBDIVIDER SHALL STOP WORK AND RETAIN A QUALIFIED ARCHEOLOGIST FOR FURTHER STUDY. SUBDIVIDER SHALL
NOTIFY THE PROPER AUTHORITIES AND BE SUBJECT TO ANY MITIGATION MEASURES REQUIRED BY THE ARCHEOLOGIST.
x 346.90
TENT. TRACT NO. 6802
&*OS31"E
868.79'
X�N
°67 GRAPHIC
SCALE
} } I
47.0 583 .�C2o
so a ao so 120 2+0
® MANHOLE
h DSO q1 I VERT = 35.76
1 x:34100 r x 346.70 ( IN FEET )
�h• �?� �`b O I` x 34 + O. 8 O 7.301 inch = 60 ft.
347.00 x 347.1 Og 1 a
348.40 \\\\� o I t h• �� 183.87 LF 30" RCP ®0.12% C C
N It ` 45 4 501LDIROM P.NG 6.&EK GAS LINE � E i
� 6 6�� TO BE SHOWN ON FINAL MAP '` 0 ^ 66 kha
0o PEBBLE ROCK AVENUE 20 � °�` } °6�� SEE ATTACHED EROSION CONTROL PLAN
�� ut t HOLE INVERT
1
D CHAIN LINK FENCE s> w i0. 0% X60 °` 4S S6 �� IN SE`& E35 4 34.27 � N
6' SLATTED I��
' 04 i I 00.bc 000
-
'� �G j / C, N 0.20% DIAMOND ROCK COURT
�$ x 346 6� x) Ttj x 0 h N y I + Ilk
� I �I } x 3-47, 30 \ � �� ) 34 .20 h S`L N 0.20% x 346=
� x 34 � h
h. h.
348.60 r �1 k� �1 • I o } fK1 I �i\ / oA
�li 1
�• h,� i � � � � � � � }� � � i 499.42 LF 27 RCP ®0.25% hh
1 a� MANHOLE
>xh �• 4 \ B N
N89'03'31"W 147.55' ��b 10 INVERT = 35.79
346.10 srj } o 4,! } & O `7 1$1.4` 'y- ��� X60 z
tt y1 w w
as / s oe 12 18 99
m� 20' 12 18' 18� 2' , " PHASE "A" GRADING z
Lu uj
_j ujO �, O g/�1/ �� �,� 209.49 LF 36 R" 011 % q� Q
EXIST 5'
PE
NT
Q o ��' ¢ _!L x �! _ �_ -
NZ
34,7,30- _ �_ O x b . 0 0 346.30 3 60 N a a
3 x 346,60 �S x a- 346.w x � ".7 2 � x Ai _ix 3 .6` 3 a � PER TR. 59444 GRADING PLAN a
34&.8G _ _. ._...._._ Dc N N X _.__ ^ _�_ _...� O � "`_•_'! }.-•... I 0 � ���� DOS ap°-' \ ei� o z o
NEW PAD 2,
z Q 9 o Lit a 93 �O. �h. / O }- EXISTING OR PROPOSED 2' 2
z a / Z 13- 0+ 0+ 0 ` \ N 1- N LLl DEVELOPMENT (TR 5944-5)1"" I 0.9' MAX HIGHER PAD
w i t I It ! ! TO � = 7 2.8' MAX 7
2 0 to o LI J 2, 1.8 MAX 2.
U) I 1 , DRILL SITE W NEW PAD LOWER PAI
34 ,80 ` � 0 in DEVELOPMENT ADJACENT TO z REAR AND SIDE YARD
-� } I ! } Dh TYPE "A" CATCH` BASIN ll1 EXISTING DEVELOPMENT OF NEW DEVELOPMENT
° u- } ` 130ITOM=34.04 W SECTION A -A SECTION B -B
cna
1 t 06 12 18' 0
A } k^ 13D� 413 x46 x 34es.5C? x '> 6.' 0 0_
346.80 x .346.4.0 pct' x 346.4x0 Dc } Dc� x 346.40
� II � i I OU �. S1CTUR` srs
--{ 0 0 INV 36 34. 00 �� I
O \ yg st
N 1 N o �o ` o�� SIDE YARDS LEVEL BETWEEN LOTS
cV 1 N o ` PARALLEL TO STREET (TYPICAL)
I 6�� " ti SECTION C- C
0.20% APLESTONE AVENUE r o�' �.
4 0 1 D1 • a0 i 36.17 LF 3 RCP ® 0.1
�,�� oao% °`,"gig 2 �, ��'oAF� PROPERTY LINE TREATMENTS
C4 t
C4
g /
348.90 x 3$6.30 x 4£3.30 x 346.301 -- (T1346.5{? 3�t6.0 �O°\� 343.2Ci x 3?•6.10
I 943$• �ry °R-
'�e NOTES:
yy ��
0k kh;5 � ah � �D'1• � ^ \ ALL PADS SLOPE 0.5% MIN. TO STREET
9 \\
'`� \F BOTTOM OF SUMP TO BE EXCAVATED _�� ALL CURB RETURN SLOPES TO BE 0.5% MIN
12 25.5' TOP SUMP = 346.75 �\
! 1h HIGH WATER = 342.80 h`? Fy 1'0 REVEAL SOILS WITH A VINIMUM TRACT N0. 6802 TO NORTH AND EAST IS PRESENTLY BEING DESIGNED
�I. \s� PERMEABILITY OF .000443 CM/SEC AND FOR SINGLE FAMILY RESIDENTIAL SUBDIVISION BY PORTER & ASSOC.
BOTTOM SUMP = 334.00 �. /
?'7 R REQUIRED VOLUME = 6.99 AF �F,I,rBACK�ILLED WITH SOILS HAVING THE �h� PAD GRADES PER THAT GRADING PLAN ARE SHOWN AS ( ).
1 } J h a SAME MINIMUM PERMEABILITY. WORK Td THESE DEVELOPERS INTEND TO RECIPROCATE WITH RESPECT TO
f B� j PROVIDED VOLUME = 7.24 AF '$E OBSERVt BY THE SOILS ENGINEER THE COMMON LINES BETWEEN THE DEVELOPMENTS. THE HIGHER LOT WILL
/ TOB BUIL ONI PAD/ EASEMENT LINE SUMP SECTION SUMP SHALL CONFORM TO C.O.B. WHA WILL CE Y THE SUMP WILL DO IN ENCROACH INTO THE LOWER LOT BY 2' AS SHOWN ABOVE.
6' SLATTED CHAIN NK FENCE I } } } I 111 } } } 5 '� STANDARDS D-11, D-12 & D-13 N SEVEN DAYS. \\
.y � A I � x'346.70 x 3 {} � x 346.20
347.£30 �g 348.00 k93 9� 345.00 D+O a� x ;48.10 I r - -
_-. 3 } OUTLET STRUCTURE
89 4 _ INV 18" = 34.25
202.37' 68.24
Ii
TYPICALI TAFT HIGHWAY LO
l I s TYPICAL BLOCK WALL SHEET �,
TYPE "A" CATCH BASIN ° N 6�
A
W/ 4' OPENING 0 �� ��� 213.75' M 48.32 LF 18" RCP ®65.796 115.72' TYPE "A"
BOTTOM = 40.00
'-
O
1
41,
200' VC O g C 5 00 18" R P ® 0.11%
87 LF 18" RCP ®20.3%RCP
+
+
BOTTOM = 40.00
'-
O
BOTTOM = 37.00
200' VC O g C 5 00 18" R P ® 0.11%
87 LF 18" RCP ®20.3%RCP
~8.56 LF 18" RCP 0 2.1%
0.20% p, p, 3 84 D+h�
h
O O h
cs
h
st
555.00 IF 18" RCP -0-0.117- R` �•
a 0.60% ,�' il
�
�'
h
h. 4"
y pQ
e 0.20% o`P
1krO O sr
9 �`
0.80% h
+)'
+
LO
MANHOLES
+
+ J
�Ci *�
MANHOLE
'�
x 34.5,74 U
, `
Cj MANHOLE �3
{ c3 a` p�'
AFT HIGHWAY A � INVERT = 37.79
h
Cry
s` �YC3
1x
t
INVERT = 37.18
ro
h
--
� INVERT = 38.4 ,tib �tk ��` T ' - _
-----+ ------ -+- - +----------------}--------+-----------------+-----------------+-- N89.03'31"W 2703.67'
1X MIN-- -----
Z 1R MIN
x
HOUSE TYPICAL
SWALE TO
BACK SIDEWALK
Z
`s ix MIN
x
1R MIN
TYPICAL LO'
DETAIL
R4A 01!5 %d ,ds Fn�aG�;"p��"``�
SEE SHEET 1
r
SS 4 �9 0.20%
TI 1G. EER TE)NE LANE
+ }7 —x — x OD x 0.277. x m
u' 6 cl
,161
_ N N
0 o ra ca
a
m
0 63'
w
j
N
v
O
w
O
I 1 63
+ Q
�S ` SS0
as',
71'
6�
1rS srS' 16 sr3,9 9� � = SSS,
40
8 m
As Asa 20' 1 20'
20' 8 18' 18 8 20' \T6'
20' 1
z
x
rn
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s
J
to
Rs
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(
w
3
S
v
1 20'
R6'
W ¢
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i¢
00
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VARIES 57'-71'
ao
10
m
6+
•�
10-12'
o
w
6'12'
10'
w
z
z
j
z ¢
J
z
(
w
3
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v
o
v
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i¢
w
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VARIES 57'-71'
w
10
m
10-12'
6'12'
10'
VARIES
2% t
---_-___
-
-EXI
SEMAIN TA FT HIGHWAY
TO
w
z
LdJ
J
-'
z_
vii
3
0
UO
V
z
m
m
v
VARIES
a
34-50'
11'
6.12'
8'
2%
SLOPE VARIES 2% - 4:1 MAX
x*A /A LMS ROAD — HALF SECTION
x x � D
m 05
tj3
' TENT. TRACT NO. 6802 0 ---I
ca a
O
RS o o v z 40' CURB — CURB STREETS 36' CURB — CURB STREETS z ; I Z (n
J J
3 W z0
O ,p
aY a4 aS SIS >zs z o z (f) 0: i I n •p
___�9 S 9 1p o S aa- Y 3 ' 3 Y a i
O O — _...�. _ —r _ T N N I N — — �.. 20' ¢ QJ W OJ ¢
AS X� Ln Q Q R 0_ m Li C) Li m a -
I
� D 3 sr `4 'q "g SS D� 10' 20' 18' 12' � j
o (n 4.5' Z
O I 2%2%. 1 I m
rn PHASE "A' IGRADING
mss/ 0 LOCAL STREET ,
Rss
0
Kz:
D I I
20' 8 18' 18' 8 20'
O
I I I
x
Nr-
x x x n x x
c a t,t 7z taa t o
p Ash Al 41 A k >tS 41a
m - — _ - _ S ____ ? ___ 6 xS c
O -C R R C fri
ca srpG p m �, cSp 6'/Z7 Q _ XS �m I
D O gyp4 OOi --i
I rn Qm \ N �' m T5 BJ > � {
r 3m ?D 11 ��� �D if > 'r1 M � .gin `a N --14 -rl ,•"lig
W D O� 9:z •PD 'r- om W � 'YI -q Kam I
W �I
/ SO. PD m= DD�tDj �n O 17 €t n L Co jp tl > C7 i1 D 1
m Np J= n > Z .p —i 0 f. —�
° +� 0 \srS 0 s z
d6, ;u ate, D r ® \ \� 0 o s \A� r'a ca co cOsa o7
oi'� RR8 cn f" f+�z . rJ ! f �'
3 q c� \ a_ /
t9g b z j \�� � ", FUTURE 237.58 LF 18" RCF' a 0.11%
21.17 LF 18" RCP -@ 0.11% Q " -'"" " "' A
' � � � \i'L X1':_FUTURE 204.48 LF 181 €�P t� 0.24% \ f107,82' VC0.20% 3>r 396pS0.209 RS �,� sr� sr —__�' sFUTURE 277,93 LF 18" RCP C�? 0.11% p. srS _ .__ _ _ . _ - _— 8p
20.42 LF 18" RCP ® 0.11 % ~- - — '- -'" y j s
S S,�`� cp_ _ \ �,
64.52 LF 18" RCP 0 0.11
282.01 LF 18" RCP 0.38% 0.20q ecn \ 0.20% O \ \ 2.50% \ p \ 0.227%
+ + Z� + + + + + �E + + + � + Zc
+ 3�S +,)v m z +v� +4 5 z ii D z D n1 + z ro v �sr NOO'35'06"E 624.21' v' � c? -I
+ ±%� .> + + iT <? + Y� -t +> + k j +,. O "'I i''`f + G' J S� iTf �- 6A
s r AKERS ROAD' s P Q I dk s st 8
(A uA i3 S$.. p i1 m HCl "� 6C) o u m N —I o s +�G ® %� � p If _ W usr D u' �Q sr Ii A uH cn (0.23%) Ap a ?' , 2 { °) RJ
Oo S fa _ 6 6 !J m �i ii a > {, > y ^� P '6'j ° sz 0.23%
p , r cn o x o >z sr t D 3 s r S S 2.50% ' n J J
2 , cn _ 6' 0.20%
G C Z O ° fi 8 z R ti S o
srsr�srp �`�.9 w 0� 20% SO n z c� �� X40 c a . 0.20% . _ z� -
0.20%
? cn w n C o ,_ 100' VC r 100' VC . is k
21.17 LF 18" RCP ® 0.11 % - t° '�+ I ------- - S00'35'06"W 418.33' m �
0
m Ss ti9�7q�, I s p
o D rn I AKERS ROAD �,,V� o -I m o !�
y o m o m o n 1 THIS SHEET D
D D r D�
0 D �ZD r 11 O W
TI
o—Di It -0 > W I o—Di O ow
n o D r
y 1v W .0
to m D u' cP D � _ — ,I z
W_.... X _—_____ —._..r .—.—., X .___.___ —_____ _______ _. Z X� Y m
SS G3 — 20' 12 18'18' 2' 20' s
XR I D
'9s
20' 8 18' 18' 8 20' C
x j
x x
346.70
A-
0
3r 00
r- O (V
C7 O O
0 (� / IIIIj 1.14 o$
B
O B
D
r ,r& �L7 Ire
As I As Fs�
o o •� 'S
n 00
W
iT rrj DELWXR 6 ASIC.
>ts 20' 8 18' 18' 8 20' s Rs e ",o � GRAPHIC SCALE
—3 20' 12 18' 18' 2' 20' _ _ _ _ •._ _ _ co
60 0 30 60 120 240
\O• x x
x x x x r•
-r' Z t�1I
991 S isi 9, ( }�' ., O NJ { IN FEET )
`a o 1 inch = 60 it~
I 0�
X) O
5TH S7S R� xss
m
MOONROCK SWAY
0.207. 9S 0.20% > — p
sr
0.20 °`s.9 Oo 0.20% s �� m
I III . *40woHA PILO*O ��Jjl
N 0
A s :saiss�=�=_:
TRACT NO. SAN;TAoN PERMIT NO.
TYPICAL TAFT HIGHWAY � I 6, R'9 R��
Q THIS SHEET \
O I HYDRAULJCS B13— 0000044
I GRADING PLAN CIVIL :S1fiuCruRAL_.��j �}(JVV(J
ENGINEERS F- N_DA_noNS-
TYPICAL LOC4L STREET o QROFESSSlpN9! Revised DELMARTER AND ASSOC.
a>y THIS SHEET �SK' E�yq,��<^y� DATES 1-07-14Da#e By 2019 KSTWIND DRIVE STE. "C" SAKERSFIEW, CA. 93301
PHONE_327-1486 FAX 327-1452 No. 12424D \ >, a Exp. 6/ /07
R, R, R, A �, A� * * DRWG BY- J.K.D 564
LAND
rr urNiE SURVEYORS
2 x J,T \Q Ai �OPERT LINE
SHEET �_ OF �—
'h qp Civi �� ORAFfING;
soo•35'17"W 880.02' 41 � `mss' F or. CpI�F� � J ES K. DELMARTER ==-_=
rn 4-- as a a
R.C.E. 17564 DRAWWG FLE, TR6410 GRADING
4.