HomeMy WebLinkAbout6.1-1726LIST OF DRA WINGS
SHEET I T1 TL E SHEET
SHEET 2 MEDIAN DETAILS
SHEET 3 MEDIAN PLAN & P
SHEET 4 STRIPING AND SIGIVING�OF/LE
PLAN
BENCHMARK
MONUMENT ON CLAY PATRICK FARR WAY AT
GRANITE FALLS DRIVE (STA. 32+14., 1)
EL E V = 372.827
BASIS OF BEARING
CEN TERL INE OF CL A Y PATRICK FARR WAY BETWEEN
ROSEDALE HIGHWAY AND GRANITE F. 4LL DRIVE
NORTH 00* 27' 01" EAST WAS USED AS THE
BASIS OF BEARING
CITY STANDARDS
T- 1, r-2
STATE STANDA14DS
A20D, A24A
CONVENTIONAL SYMBOLS
CITY
IF BA ; ERSFIELD
MEDIANCONSTRUCT/ON:
CLAY PATR/CK FARR WAY
ROSEDALE HIGHWAY NORTH TO SECOND SET OF DRIVEWAYS
—EASEMENT EXIST CURB & GUTTER
RICH T- OF- WA Y --------------- EXIST A. C. FL 0 WL INE
CEN TERL INE EXIST EDGE OF PA VEMEN T
RAILROAD TRACKS GUARD RAIL
X_ CHAIN LINK FENCE IMPRO VEMEN TS
FO FU TURF MONUMEN T GAS METER
S.L. G.V.
STREET LIGHT GAS VALVE
o--. STREET LIGHT WIMAST ARM BENCHMARK
®C.0.
CLEAN our NNW- A U TO SCOPE
PRE-EMPTION DEVICE
A 17 16
"k, HMEMAN
IK
N
20 P RO.E CT
1-OCATION
15
ROAD
22
X
23
45RIMHA L L ROAD__'.
r
0
32
34
5
HIGHWAY i.
4,
5 3 NLE
LOCATION MAP
NOT TO SCALE
I FINAL PAY QUANTITIES I
I TEM
REMOVE TRAFFIC STRIPES
AND PAVEMENT MARKINGS
MINOR CONCRETE (DECORATIVE RIVER ROCK
TRAFFIC STRIPE (DETAIL 38 "PAINT"
PAVEMENT MARKINGS (TYPE IV ARROWS "PAINT)
ES TIMA TED I UNI T OF
QUANTITY MEASURE
1, 090
UTILITY
SYMBOLS
SF
150
w
EXIST WATER LINE
SF
s
EXIST
SEWER LINE
G
EXIST GAS LINE
SD
EXIST
STORM DRAIN
OH
EXIST AERIAL
E
EXIST
UNDERGROUND
LINES
POWER LINE
- TV
EXIST UNDERGROUND
T
EXIST
UNDERGROUND
TV CABLES
PHONE LINE
- 0
EXIST OIL LINE
FO
EXIST
FIBER OPTIC LINE,
DOMANHOLE
F.H.
FIRE HYDRANT
P.P.
WM.
POWER POLE
WA TER
ME TER
W.V.
EXIS TING MONUMEN T
WATER
VALVE
FO FU TURF MONUMEN T GAS METER
S.L. G.V.
STREET LIGHT GAS VALVE
o--. STREET LIGHT WIMAST ARM BENCHMARK
®C.0.
CLEAN our NNW- A U TO SCOPE
PRE-EMPTION DEVICE
A 17 16
"k, HMEMAN
IK
N
20 P RO.E CT
1-OCATION
15
ROAD
22
X
23
45RIMHA L L ROAD__'.
r
0
32
34
5
HIGHWAY i.
4,
5 3 NLE
LOCATION MAP
NOT TO SCALE
I FINAL PAY QUANTITIES I
I TEM
REMOVE TRAFFIC STRIPES
AND PAVEMENT MARKINGS
MINOR CONCRETE (DECORATIVE RIVER ROCK
TRAFFIC STRIPE (DETAIL 38 "PAINT"
PAVEMENT MARKINGS (TYPE IV ARROWS "PAINT)
ES TIMA TED I UNI T OF
QUANTITY MEASURE
1, 090
SF
444
SF
150
LF
45
SF
I
24
/0
"4TH
178
J �Lulul 25
1p,
Job No.: T21<214
File Path: K: \LDD — ENGINEER NG\2011— 2012\T2K214— Main Plaza Medion\dwg
File Name: Main —Plaza— Median —Base.dwg
M
STATE OF CALIFORNIA
NO TE:
THE CONTRACTOR MUST POSSESS THE FOLLOWING
VALID LICENSES:
NO TE:
THE CONTRACTOR SHALL CONTACT THE USA LOCATOR
SERVICE 1-800-642-2444, 48 HOURS PRIOR TO
EXCA VA TION.
PROJECT LENGTH
10 AN
co
w
cr_ C 46803
Exp. 6-30-15
Nz-
OF c
478.25 FEETI0-091 MILES
APPROVER BY.
RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12-31-13 DATE
PUBLIC WORKS DIRECTOR
APPROVAL RECOMMENDED BY:
ASSISTANT PUBLIC WORKS DIRECTOR
DATE I
�'211 U!"
CIVIL ENGINEER IV — DESIGN ENGINEERING 'DATE
17
7/ 7T RECORD No. TRAFFIC ENGINEERING DATE
MEDIAN CONSTRUCTION: N O
CLA Y PATRICK FARR WA Y, ROSEDALE HIGHWA Y OF
NORTH TO SECOND SET OF DRIVEWA YS 4
SHEETS
0 9 2
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w
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0
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J
/
Y
4 " THICK SL URR Y
WITH 4" to 8" MAX
DECORA TI VE RIVER
ROCK TYPICAL —
TEXTURED PA V/NG SHALL
BE THE "ASHLER" PA TTERN
AND THE COLOR SHALL BE
DA VIS COLOR "BAJA RED 160"
4" THICK CONCRETE
"TEXTURED PAVING"
TYPE "M-1 "MEDIAN CURB
SEE SHEET 3 FOR LIMI TS OF DECORA TI VE RI VER ROCK
VARIES 2' to 12.79'
VARIES 0.50' to 11.29'
1.5' VAR/ES 2' to 8.29' 1.5'
MIN. MIN.
DECORA T/VE RIVER
ROCK EMBEDDED IN
1 " 3 SACK SLURRY
d
4" THICK CONCRETE \ \ \ \ \
"TEXTURED PA WNG"
EXISTING A.C. PA VEMENT I -,---
TYPE "M-1 " (FORMED) MEDIAN CURB
(SEE DETAIL ON THIS SHEET)
I
Z
1.5' MIN.
C
W�
Q O
1.5' MIN.
TYPE "M-1 "MEDIAN CURB
4" THICK CONCRETE
"TEXTURED PAVING"
4" CONCRETE
7" AGGREGA TE BASE (CLASS ll)
TYPE "M-1" (FORMED) MEDIAN CURB
(SEE DETAIL ON THIS SHEET)
TYPICAL MEDIA /BLAND SEC TION
WITH DECORATIVE RIVER ROCK
* * - EXPOSURE SHALL BE AS FOLL
4" ROCK 1-5/8" MAX/MUM
6" ROCK 2-3/8" MAXIMUM
8" ROCK 3-3/16" MAXIMUM
SLURRY SHALL
BE DA VIS COLOR
"BAJA RED 160"
NOT TO SCALE
RIVER ROCK EMBEDDED IN SLURRY
FINISHED GRADE OF SLURRY SHALL BE
109 MINIMUM ABOVE EQUA TOR OF ROCK,
LEAVING 409' EXPOSED ABOVE SLURRY
CENTERLINE AXIS (EQUATOR) OF RIVER ROCK
RIVER ROCK EMBEDDED /N SLURRY
**
j
• 4
TYPICAL DETAIL SHOW/NG RIVER
ROCK EMBEDDED /N SL URR Y
NOT TO SCALE
C/7 Y OF BA KERSF/E
LD► CALIF
ORNIA Pt1O3LIC WORKS DEPARTMENT
i'
14 LONGITUDINAL
REBAR
4
V-
O
a -
TOP OF EXISTING
PA VEMENT GRADE
�,.
14 REBAR, 8" LONG,
SPACED AT 4' INTERVALS
r.4SETIN
1:1 P C. AND
SAND MORTAR.
TYPE "M- l " MED/A N CURB_
NOT TO SCALE
. .. � m i in I_IJir�i♦ liV�\V
PLAN VIEW
T YPE "M-1 " MEDIA CURB
\ 1 2'
T
MEDIAN NOSE
#4 REBAR
2-#4 REBAR
- MEDIAN NOSE
2" MIN/MUM
TOP OF EXISTING
PAVEMENT GRADE
JOINT
2" MINIMUM
PROFILE VIEW
MED/A N NOSE REBAR DETAIL
NOT TO SCALE
QRpFESS/k
F� pEAN ��
REGISTERED CI VIL -•F—N INFERC 46803
* Exp. 6-30-"5
CITY OF BAKERSFIELD �� l
CI
1501 TRUXTUN AVENUE 9TF VIC-
BAKERSFIELD, CA 93301 OF CA�-�F
REVISIONS
No. DA TE I DESCRIP TION
1
2 i
�\I
3
A
I
MEDIAN CONS TRUC TION NOTES:
1. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE
"STANDARD SPEC/FICA TIONS, STA TE of CALIFORNIA, DEPARTMENT
OF TRANSPOR TA TION'', APPROVED CURRENT EDITION, AND THE
FOLLOWING GENERAL NOTES:
2. CONCRETE SHALL BE CLASS 3 AND SHALL BE WITHIN 2.5"
TD 5.5" SLUMP.
3. TIMBER FORMS SHALL BE SURFACED ON THE SIDE PLACED
NEXT TO THE CONCRETE AND SHALL BE LESS THAN 1.5"
THICK AFTER BEING SURFACED.
4. TOP AND FACE SHALL BE TROWELED SMOOTH, THEN GIVEN A
FINAL FINE BRUSH FINISH.
5. CONCRETE SHALL CONTAIN NO ADDI TI VES UNLESS PRIOR APPROVAL
IS OBTAINED FROM THE CITY ENGINEER.
6. CONCRETE SHALL BE CURED WITH A WHITE PIGMENTED CURING
COMPOUND COMPLYING TO SECTION 90-7.OIB OF THE
STANDARD SPECIFICA TIONS.
7. MEDIAN CURB TO BE CONSTRUCTED WITH FORMS OR BE CONTROLLED
HORIZON TALL Y AND VER TICALL Y WI TH STRINGLINE.
MEDIAN JOINTS NOTES:
(o) FORMED CURBS. EXPANSION JOINTS SHALL BE CONSTRUCTED
EVERY 30' WNTH WEAKENED PLANE JOINTS AT 15'
(b) EXTRUDED CURBS. WEAKENED PLANE JOINTS SHALL BE
CONSTRUCTED A T 15' INTERVALS.
(c) TWO 14 LONGITUDINAL REBARS SHALL BE PLACED BETWEEN
THE CURB AND THE NOSE SECTION. BARS SHALL HAVE A 2.0"
MINIMUM VERTICAL CLEARANCE AND SHALL BE EMBEDDED 2.0'
INTO THE CURB AND NOSE SECTION.
(SEE MEDIAN NOSE REBAR DETAIL ON THIS SHEET)
, i' - / 7 �2
File Nome.•Moin-P/aza-Medion-B ®yawn: ???? MEDIAN DETA IL SCl T Y RECORD No.
Job No.: ???? Engineer: ???? MEDIAN CONSTRUCTION- CLA Y PA TRICK FARR WA Y
Date: Dec. 11, 13 Checked By 9f ROSEDALE HIGHWAY NORTH TO SECOND SET OF DRIVEWAYS
SHEET NO.
2 OF 4
1
2
3
w
0
J
W
z
Q
z
cn
m
0
w
0
J
n
0
u
Q
N
in
N
0
N
a�
0
a
Cn
C
m
c
a
a�
i
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a
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0
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n
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a
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i
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0
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Z
w
w
z
CDz
W
0
0
J
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s
i
370
374
372
370
368
500
364
376
374
372
370
300
366
304
MEDIAN BA Y TAPER
20'x 90'
STATION
OFFSET
22+90.00
10.00' RT
22+97.50
9.69 RT
23+05.00
8.75 RT
23+ 12.50
7.19 RT
23+20.00
5.00 RT
23+50. DO
5.00 L T
23+57.50
7.19 L T
23+65.00
8.75 L T
23+ 72.50
9.69 L T
23+80.00
10.00' L T
( END CONSTRUCT/ON
i �- S i, P. {. STA. 23+80N 10.00' L T STA. 25+63.25-7.43' L T
..���� _END APER CENTER 1 RADIUS; END
....MEDIAN. ,CURB
_® w
ww� _ _
2+90-10.00' RT 8" R VC STA. 23+90-10.00' L T
' PER _ _ ANGLE POINT =
- _ 6, P, V a
Or2 _ _.._... _ -
_..
28
....._
--- -- - END TAPER CENTERLINE CL Y PA TRICK FARR WA Y
_ _-
*AND CENTERLINE OF CONSTRUCTION`
EGHV-CONSTRZTCT/O _ _ ,..... .. ... ..�........
STA. 20FO
+85-11.00 RT F0 �� F€ �-c�
...........................
CENTER 1' RADIUS; BEGIN .�
TYPE "M-1 " MEDIAN CURB STA. 18.4 J 23-12.00 9 -
PER MEDIAN DETAILS ON BEGIN 18.43' x 90' TAPER
SHEETf-2. --- -
r 1
taju
L PA TKICK
1
-A-
E
T.
E
A
0
MEDIAN BAY TAPER
18.43'x 90'
STAT/ON
OFFSET
23+23.23
12.00
RT
23+30.73
11.71'
RT
23+38.23
10.85
RT
23+45.73
9.41
RT
23+53.23
7.39
RT
23+83.23
1.82
L T
23+90.73
3.83
L T
23+98.23
5.27
L T
24+05.73
6.14'
L T
24+ 13.23
6.43
L T
PLAN VIEW
CITY OF BAKERSFIELD CALIFORNIA ORNIA PUBLIC WORKS DEPARTMENT
II
U
1-- ......._... _.. t .......__.
- _W..___....._._ ?T,q,.. _ 4 f.4 yr,
9.55.
L.., s ...
T C ELt V. - 371.95
... _.......... _ _ .._ .. ....... ._
J71. 8'6 .....f._......__._..._.......... _... ....
f
,
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...
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i
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i
MAl PLAZI Dl?lV `
-1 _..
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._......... ..
........
. ...........
File Nome: Main -Plaza -Median -Bose Drawn: S. LOWS
Job No.: T2K214 Engineer: S. LOWE
Date: Dec. 11, 13 Checked By
370
374
372
370
:376
374
372
370
368
North
H OR IZ. 1" = 40' �,.,.
VERT. 1" = 4'
QRpFESS/ON \
- .► +�-^ ���F, �O
OF -AN Rq� Fac
REGISTERED,_ Cl L ENGINEER C 46803
* Exp. 6-30-1
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE qTF C/VEL
BAKERSFIELD, CA 93301 OF CA��F
REVISIONS
No, DA TE DESCRIPTION
GENERAL NOTES :
1 ALL UNUSED, SAL VA GED MA TERIAL SHALL BE DELI VEREO, BY
THE CONTRACTOR, TO THE WASTEWATER PLANT #2 AT MT.
VERNON AVENUE SOUTH OF HIGHWAY 58. CONTACT THE
CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO
DELIVERY AT (661) 326-3152.
2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND
REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS
UTILITY COMPANIES. CONTRACTOR BEARS FULL RESPONSIBILITY
FOR L OCA TING U TIL I TIES /N THE FIELD PRIOR TO BEGINNING WORK.
CONSTRUCT/ON NOTES:
1I CONTRACTOR SHALL INSTALL MEDIAN HAROSCAPE (TEXTURED PA VING) PER THE MEDIAN DETAILS ON SHEET 2 AND THE SPECIAL PROVISIONS
F2 CONTRACTOR SHALL INSTALL DECORATIVE RIVER ROCK PER THE MEDIAN DETAILS ON SHEET 2 AND THE SPECIAL PROVISIONS
TO - - ON
PLANS. MEDIAN D• ON
AND THE SPECIAL PROVISIONS FOR DETAILS.
(17, /- /�O� �
MEDIAN PLAN AND PROFILE circ RECORD No.
MEDIAN CONSTRUCTIONS CLAY PATRICK FARR WAY
ROSEDALE HIGHWAY NORTH TO SECOND SET OF DRIVEWAYS
0 1
SHEET NC'
3 OF 4
2
3
w
O
J
w
z
Q
V)
m
0
w
F-
0
m
0
I I
CITY OF BAKERSF/EL
23 � --�-
+ _ 1 197 SF(GORE AREA)27
28
210 SF
CLAY i —PA 7—KICK FAKK WAY
� nae IST��p�NG REMOVAL
LJ---ZJ
North
SCALE: 1" = 40'
STRIPING AND SIGNING NOTES
1O CONTRACTOR SHALL REMOVE CONFLICTING PA VEMENT MARKING/STRIPING AS
INDICATED ON THE PLANS.
2O CONTRACTOR SHALL INSTALL TYPE IV ARROWS.
O3 CONTRACTOR SHALL INSTALL DETAIL 38.
4O CONTRACTOR SHALL INSTALL R3-2 PER CITY OF BAKERSFIELD STANDARD T-2.
23 24 25
+ 000a o 26 27 — 28
..—
22 45 SF ...._ _ .
3 150' -LF
ru-
CL &IPA PA Tg1CK
FA99 WA Y
�TIf 1 G �n�af SIGN
IN
_ 7—,ALLA-r/Otq
Q ! CALIFORNIA
i
QRpFESS/ON
� OF -AN R F
�c, O •9 � 7iC,
rcLvl5 /LHLU CIVIL E GINEER L
_ Q C 46803 z
* Exp.6-30-15
Cl TY OF BAKERSFIELD
1501 TRUX TUN AVENUE qTF C/VIL 0�
BAKERSFIELD, CA 93301 OF CALIF
REVISIONS
No.
DA TE
DESCRIP TION
i
2
/ /
i
3
/ /
4
File Nome. Main -Plozo-Median-Base Drawn: S. LOWS S7 PIPING ANO SIGNING PLAN CITY RECORD No.
PUBLIC WORKS DEPARTMENT Job No.: T2K214 Engineer: S. LOWE MEDIAN CONSTRUCTION. CLA Y PA TRICK FARR WA Y
SHEET No.
Date: Dec. 11, 13 Checked By.- ROSEDALE HIGHWAY NORTH TO SECOND SET OF DRIVEWAYS 4 of 4
0 1 2 3