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REVIEWED BY.AK a a ��V,� N��;w�o�
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oLea:�= t-pQ<W owmTRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE PANAMA LANE — — — — — — — — w 0
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REVIEWED BY.
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N P LIC ORS DIRECTOR, CITY OF BAKERSFIELD DATE CO
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13 O 1 5 4 1 Q LOMICA COURT ,�I 11 LLl LLJ 2557
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APPROVEDBY. / 14 i O 1 6 3 z 19 18 17 16 15 14 i1 I III R
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PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE SELVA DRIVE L1� z C) —'� c W `1°, V U
RAUL M. ROJAS R.C.E. 39880 (EXP. 12/31/07) 17 may w
18 1g 20 21 22 32 31 30 29 28 27 261, II ; :-:F 1� �`�d�
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WMIU QAdD SERVICE ALERTL) 1 I L)
1 1
IF Sa1TIERN CALD�RIQA r� 29 28 27 26 25 24 23 33 34 35 36 37 38 39 9 1
EFORE , NOTICE: `l, _ _ 00 L1_1 '
24 HOUR NOTICE IS REQUIRED PRIOR TO START OF j MESTO DRIVE `� 1
CONSTRUCTION. CALL CITY OF BAKERSFIELD CONSTRUCTION
DEPARTMENT AT (661) 326-3049 AND CITY PARKS DIVISION 30 31 32 33 34 35P61 47 46 45 44 43 42 41 40u AT (661) 326 3117.
A Q r %�
4 ' r 111 LLl j
3 42 41 40 39 38 37 48 49 50 51 52 53 54 55
BENCH MARK USED:.�%r °°°N• tER*4'L 2- - -
SIGNAGE NOTE: - CALLADO - LANE ;� 11 1 ► z C/)
TOP OF BR. CAP IN CONCRETE. MONUMENT AT CENTERLINE PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO III 1
DIAL Ta.l FREE 1--c��-tom COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING 44 45 46 47 48 49 50 51 52 (53� (66 INTERSECTION STINE RD AND POPPYSEED DRIVE. AT LEAST THD DAYS BEFORE YDI DIG DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BAKERSFIELD MUNICIPAL PHASE 1 59 [58 57 56 I 1 I 0< �'—
CODE, SECTION 17.60 110 (N). ONE COPY OF THE SIGN PLAN SHALL ALSO i I PHASE 2 _
BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN 1 1 I t ,�'
ELEVATION = 359.19 (U.S.G.S. DATUM) PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING PHASE 31 10 9 8 7 6 5 4 3 2 1 1 2 3 4 I I T I I W
ANCHORAGE, AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY PHASE 4
PER C.O.B. BENCH MARK BOOK PAGE 26A. MATERIALS LIST THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. 5 I I 1 1
ESTIMATED QUANTITIES, NOT - �� 1 II
TO BE USED FOR BIDDING PURPOSES POMERADO ANE 6
PHASE "'I
11 12 13 14 15 16 17� 11 10 g i 00
BLOCK WALL 255 LF 8 7 W1
PHASE "2" FOOTING NOTE:
III II
FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE I III 25 24 23 22 21 20 19w 1 12 13 14 15 16 17 I I
� I I
BLOCK WALL 172 LF PLANS BY MORE THAN 2". ANY FORMWORK NECESSARY TO I I 26
MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE
PHASE "3" " 1�—� -- -- i I
FINISHED TOP OF GRADE AT LEAST 16 OR THE DEPTH OF - - - I I I ROAD �I
BLOCK WALL 942 LF THE FOOTING, WHICHEVER IS LESS. I 27 5 - - - BELLANDO STREET ,� I I I I0
PHASE "4" I I11 II
10
1 28 29 30 31 32 33 34 35 36 23 22 2118 I p
BLOCK WALL 530 LF 20 19 I i
I � III _ �Ib��
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CONSTRUCTION SEQUENCE
\� I 45 44 43 42 41 40 39 38 37 24 25 26 27 11 MiJI I J
PHASES 1 & 3 -
I
��1��PHASES 2 & 4 46 , EDERIA WAy I� III I
PLANZ 99 ROAD L� - 29
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18 � 17 16 � 15 17
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PANAMA 19 20 III II
57 56 55 54 37 38 39 40 41 42 43
24 I I I I I I
❑❑ LANE j 59
a � ARVIN EDISON - 53
30 29 28 0 27 Q 26 29
/ , PHISTO PLACE II IIII ;EM.
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ROAD 25 OSKING RD. 60�:
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1 LEGEND == I I I I
TITLE SHEET ,. s��� CIV��- a���
DATE 06/08/;.
Q STANDARD DETAILS — GENERAL NOTES 1O SHEET INDEX NUMBER (L 1 [L'�.�o�A F I i PR JOB NO. 05-`'
WALL PLAN — PANAMA LANE
PROPOSED BLOCK WALL 5`�"'P WA- pi 1-*( SHEET
VICINITY MAP ® WALL PLAN — BERKSHIRE ROAD -" KEY MAP v--,'_
NO SCALE,._:
Q WALL PLAN — SUMP RETAINING WALL SCALE: 1'=200' i,
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PR JOB No. 05-201
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26 27
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LINE OF SIGHT=550'
.72 8 30
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PHASE 3 & 4 -"-
VERTICAL: 1"=2'
BERKSHIRE ROAD HORIZONTAL: 1 "=50'
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NOTES:
ALL STATIONS AND OFFSETS ARE TO BACK OF WALL
(LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS
OTHERWISE NOTED.
ALL PROFILE STATIONING IS BASED ON WALL DATA
UNLESS OTHERWISE NOTED.
WS = WALL STATION
LDSC = LANDSCAPE
CL = CENTERLINE
R/W = RIGHT OF WAY
GB = GRADE BREAK
CONC. = CONCRETE
TOW = TOP OF WALL
TOF = TOP OF FOOTING
FTG = FOOTING
CONST. = CONSTRUCTION
N = THIS SHEET
PT = POINT
3' LANDSCAPE
EASE EMENT
366........................................................... .............. ... .......... .......... ........ ........ ......... ........ TOW=366.00 .......366
TOW=365.34
. . . . . . TOW=•364.6 ............................
364'.........................................................: .............. ... .......... .......... ................. TOW=364.00 ... ... ............ ............... ... ......:364
T =3 34
362'... .......... ......... 62.11......... ...................... .............. ... ...... ....... .... ... ....: ....... ... ............ ............... ............
TOW=362.00 '362
•I
TOW=36144 : : : : : : : : : : : : : : : : o 00
... .......... .................... ........................... ........ ...... ... .... ... .. .... ... .... .......o..l ........... ap.............. .. .......
360.... .......... ................................................. ......... . ...... . ......... ........ ....�. i.....i� ............ /N/.SH GROUND.... ............... ... ......:360
ROF/LE STREET S/D _
00 ___
....................�............................ ..... I... to ...�... .:.... ...� .......
00
358.... ...............................�.......................... I......... R . ...... . .... ........ .... ... ......... ... ............ ......... .......358
Zo �- �. TOF=358.00
FINISH GROUND . ^ I
PROF/LE S7REEF SIDE TOF=357.34
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . y *! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-
356.... : : ............. .. ........................... ........ . ...... : . .... : TOF=356.67 .. ..................... : : : .
-- ,�� .. :356
-------------. ---- . � TOF=356.00
: TOF=355.44.
TOF=355.34
_. .......... / .......
TOF=354.77
TOF= 354.6 7
354:... :...:...:...:...:. :...:...:...:...:...:. :...........:------.: :.. :.. :.. . .DE -51 'N FL 0WLINE- Pf?OF/LE . . . . . . ............... ........ ......:354
54.11 TOF=
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N 354.00 0o ao
H 0D 00 F- H 0 p H 00 F-' cV H
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Ncn. .to
20+� o 21+00 22+00 23+00 24+00 125+001 I 26+00 27+0018+00 I 29+00 30+00 I 31+00
U
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24 LF
WALL PROFILE
244 LF
40 LF 18 LF
207 LF
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DATE 06/08/2007
PR JOB No. 05-201
SHEET
5,4/L,r' WALL oM Cr
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FENCE/RW
STREET
SUMP
WALL
NORTH SUMP WALL
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POMERADO WAY
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PHASE 3
NOTE:
WEST SUMP WALL TO BE CONSTRUCTED BY
AND IN COORDINATION WITH TRACT 6553.
NORTH,SUMP WALL
-[-
VERTICAL: 1"=2'
HORIZONTAL: 1'=50'
aw
LOT 9 I
FENCE
PL
)mp SUN.
RETAII
JNING WAI
CL
EAST SUMP WALL
/9N TYPICAL SEQTION
5 NO SCALE
N3
WALL STATION
LDSC
Zw
CL=
CENTERLINE
R/W
= RIGHT OF WAY
GB =
W
CONC.
= CONCRETE
TOW
= TOP OF WALL
TOF = TOP OF FOOTING
FTG
�► I
CONST.
= CONSTRUCTION
W
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PHASE 3
--�_f—z—Q
11 EA,Nm,)T SUMP WALL VERTICAL: 1"=2'
HORIZONTAL: l"=50'
O N 3
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� � 3
364 364 364
364.... ... ............: ........... .. :..
6' CHAINLINK FENCE ;
WITH REDWOOD SLATS : : . : . : .I . . : : . . : . . . . : . . . . . . . . . : . .
PER C.O.B. STD. D-12 ' '
362 _. .. °Z' ...:...:.. ... ..: 362
362.... ...:362 •
Z � : ��_- FENCE AND WALL TO BE : W : : : : : : :
.. . . . . . . . z CONSTRUCTED WITH TRACT �'� w
6553 IMPROVEMENTS S' �` :
Q� �'3 :360
360:...... :360 360 .. z; ... .. .....:..
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: 358 . . . . . . . . . TOilV= 357..86. . . . . . . . . . : : cO .. :358
358 ' ...o ................ Taw = 357..86. 358
Tow, ,r••"
. . .
.. .... :.. - 3-5 6-5 3 ' ......:...:.. -�X
TOW=356.53
..:356TOW=355.86
- -- - - - - i - - 356 356356 .. .. ..
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DESIGN FL OWLINE� I I 3
PROFILE: : : : :�. . . . . . . . . *-
.... ...... o
354 - --=---r--=---=--=-=---i•N- :354
354:... ..: --- -- `� - .:. .:. _. _ 354 :...:... ........ .. .:
jy�-��-- �' - - - -
TTOF=353.86
OF=353.86
: TOF=353.1.8. : : : . . TDF=. . . . . . . . . . . . . .
353.19 PROPOSED PROf1L£ ALONG .
PROPOSED 'PROF/LE ALONG .352 352 ; SUMP SIDE OF WALL : 352
352 ... o LOTS IDE. Off' WALL. .... . .
O T,
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10 00 11 +00 � 12+00 10-1-00 11+00 12+00
C C
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WALL PROFILE WALL PROFILE
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WITH REDWOOD SLATS
PER C.O.B. STD. D-12
FENCE/PL
SOUTH SUMP WALL
n'N TYPICAL SECTIO
rJ NO SUALL
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PHASE 3
NOTES:
ALL STATIONING IS AT BACK OF WALL (SUMP SIDE)
ALONG SUMP UNLESS OTHERWISE NOTED.
ALL PROFILE STATIONING IS BASED ON WALL DATA
UNLESS OTHERWISE NOTED.
WS =
WALL STATION
LDSC
= LANDSCAPE
CL=
CENTERLINE
R/W
= RIGHT OF WAY
GB =
GRADE BREAK
CONC.
= CONCRETE
TOW
= TOP OF WALL
TOF = TOP OF FOOTING
FTG
= FOOTING
CONST.
= CONSTRUCTION
N
THIS SHEET
PT =
POINT
BGN
= BEGIN
NOTE:
WEST SUMP WALL TO BE CONSTRUCTED BY
AND IN COORDINATION WITH TRACT 6553.
\SEE DETAIL 2
0—
BELLANDO STREET
SOUTH SUMP WALL
-N-
VERTICAL: 1"=2*
HORIZONTAL: 1 "=50'
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DATE 06/08/2007
PR JOB No. 05-2015
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PROPOSED PROfXiF At (WG
:
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.: :352
. O
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350
:...:.. �
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10
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2
112 LF
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DATE 06/08/2007
PR JOB No. 05-2015
SHEET
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