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SHEET 3 DETAILS AND SECTIONS
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Mj=r3iA AJ iSl-A PJ13 "!PORKCHOP E 'TION A EXISTING MEDIAN ISLAND SECTIO II
2 STA. 25 +24.54 TO STA. 26 +09.91 NOT TO SCALE
File Nome: Mf- Vern on- Medion
CITY OF BAKERSFIELD, CA LIFORNIA PUBLIC WORKS DEPARTMENT Job No 70K207
Dote: Moy. 27, 10
S TA. 21 +08 TO S TA. 22 +21 Nor TO SCA L E
Dro wn : SHANE L.
Engineer: SHANE L.
Checked By.-
for
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ROAPWAY SECTIONS AND DETAILS
MEDIAN CONSTRUCTION-*
MT. VERNON AVENUE, SR178 TO COLUMBUS STREET
0 1
SHEE r No.
2OF4
2 3
RpFESS
VARIES 18 to 4 Q Nq�
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REGIS TERED ENGINEER 46803
v W CON TRA C TOR SHA L L
� 1/4 •�c Exp. 6-30-11
FT. L7 CONS TRUC T TEX TUBED
PEA!
IIIIIIIIIIIIIIIII CONCRETE. SEE MEDIAN Cl T Y OF BA KER SFI EL D
413 ---� DETAIL ON SHEET 2. 1501 TR UX TUN A VENUE
B3— 6 MEDIAN CURB
BA KERSFI EL D, CA 93.30 Cg_
4 d 4
° REVISIONS
EX /STING PA VEMEN T : ° "B3— 6" MEDIAN CURB
v 'h,
No. DA TE DESCR/P TION
M
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EXISTING TING PA VEMEN T
°` h.,hnh• FZZ w CHANCED ALL REFERENCES TO TYPE M -1 AND
w^'
05/21/2010 TYPE M -2 MEDIAN CURB TO TYPE B3 -6.
CROWN OF ROADWA Y IS " �.FFSET
5' LEFT OF STREET .r ���N �
CE E,RL E.~ n ,,
CON TRACT �v SHALL pu "
BETWEEN) IQ/AN
3
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CON TRACTOR SHALL ° CON TRACTOR SHALL —
� REMOVE EXISTING `v' v CONS TRUC T TEXTURED STA. 22+16.52^o9. 00 L T ,
� � 4" %" � BEGIN TYPE "B3— 6" MEDIAN CURB PER STA. 22+ 16.48N9. DO R T
HA RDSCA PE. THICKNESS � 1 I L7 CONCRETE. SEE MEDIAN »
r R FT • '°�� Fl MAY 2006 STATE OF CA. STD. PLAN A87A BEGIN TYPE B3— 6 MEDIAN CURB PER
THEREOF IS UNKNOWN. PER 'ti DE TA IL ON SHEE T 2.
• • 1 MAY 2006 STATE OF CA. STD. PLAN A87A
LO
• • EXISTING B2 -6 CURB TO BE REMOVED - EXISTING B2 -6 CURB TO BE REMOVED E ...............................
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o "B3— 6" MEDIAN CURB "B3 -6" MEDIAN CURB
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N EXISTING PA VEMEN T EXISTING PA VEMEN T • • •• ••
SA WCUT LINE
SA WCU T LINE
nh~ STA. 22+ 09.75 9.0o R r
,� STA. 22+10.J2^-,9.00' LT I
w BEGIN TYPE — MEDIA I BEGIN TYPE "B2— 6 " MEDIAN CURB PER
x n. E B2 6 ED N CURB PER
.k� MAY .2006 STATE OF CA. STD. PLAN A87A
_ 2006 STATE T F CA.
� � ,.,�� ,. MAY E 0 STD. PLAN .A87A � 5
CONTRACTOR SPAL -L ETA. ATE
AND REMOVE EkI S TINE - A�TERIA f » »
m EXIS TING B2— 6 MEDIAN CURB
T THE TT e ( » »
0 E BO 0 ND EXISTING — MEDIAN
..........,. ........k,... � ,....�..,. � ..... G B2 6 CURB
•� WITH � I I
THEN BACKFILL CAS l
a� A GGREGA TE BA.�E. SEE EIA
DETAIL ON SHEET 2.
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0
Q) E TION F�Fm
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MEDIAN CONSTRUCT /ON NOTES:
. ° 1 CON TRA C TOR SHA L L NO T DA MA GE EXIS TING A SPHA L T
CONCRETE PA VEMEN T A T THE LlP OF EXISTING B2 6
' CURB BEING REMOVED.
V
18 E ED
1 � 2 CONTRACTOR C TOR SHALL REMOVE EXISTING MEDIAN NOSE.
v � 6.5 � 4 _
CON TRA C TOR SHALL
CON TRA C TOR SHALL z
REMO VE EX /S TING o 0 3 CONTRACTOR SHALL FINISH CONCRETE IN THIS
�4 �/� CONS TRUC T TEX TUBED
TRA NSI TION AREA TO INSURE POST . TI.VE DRAINAGE
e
� HA A THICKNESS � F T ,oE- �
PER e .�j CONCRETE. SEE MEDIAN
THEREOF /S UNKNOWN. A WA Y FROM THE FACE OF MEDIAN CURB.
DE TAIL ON SHEE T 2. _
e 6 4 •e 4
O
» 4 LL E 0 E ADDITIONAL E L
— a i CON TRACTOR SHALL R M V A / T/ NAL MAT RlA
— `
. B2 6 MEDIAN CURB - B2 6 MEDIAN CURB N A TH THE HAR
a�
a.
BEE E DSCA PE WHERE THE MEDIAN NOSE
e `� ..r'
IS BEING REMOVED, AND BA CKF/LL WITH CLASS 11
EXISTING PA VEMENT •e EXISTING PA VEMENT
A GGREGA TE BASE. SEE MEDIAN DE TAIL ON SHEE r 2,
4 AND SECTIONS E —E & F —F ON THIS SHEET.
o~" e �. e•e ^! !,x: •: m4 a°r �,,x; roved 3
5 SOUTH OF THE MEDIAN NOSE BEING REMOVED,
�y ` h h.
4'0 f// _ � i - 4:: fir/
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"
o h,� d. a CONTRACTOR MA Y NEED TO EXCA VA TE EXISTING n�t �.
VA ��.FROM �� ~ "h "� � .nk..�...�...�...�.�.� � �..H....�.....�.��..� - V S OM �� � � . �;
MA TERIAL OR BA CKF/ Wl TH A ll A R " s
, .,,.,,,�,,,,,,,,,,,,,�� L L CL SS GGREGA TE
o f t
EX /S C," �~ I NG kD TH o BASE TO ACHIEVE VE THE REQUIRED DEPTH FOR THE
N DOWN r0 DOWN T .00 NEW TEXTURED CONCRETE HAROSCAPE. SEE ..p,y
I s - SECTION A-2 AND MEDIAN DE TA lL ON SHEET 2.
a�
N AND REMO �XNG MA ER L
TO THE f
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W TION- E�E
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PE rA I L S ANO O
File Name.•Mt- Vernon - Median Drawn: SHANE L.
PUBLIC 1 1 <S DEPARTMENT Job No.: roK207 En gin ee SHANE L.
CITY OF BA
MEDIAN CONSTRUCTION. SHEET N D. -
Date: May 2 10 Checked By: MT. VERNON A VENUE, SR178 = TO COLUMBUS S TREAT �3 OF 4
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STRIPING NOTES:
1 INSTALL TYPE IV ARROWS (PAINT)
r2) INSTALL DETAIL 38 (PAINT)
• 3 CON TRA C TOR SHALL REMOVE CONFL I C TING
• PA VEMEN T MARKING /S TRIP/NG AS
�- INDI CA TED ON THE PL A NS.
a
CALTRANS R/W
M- CALTRANS R/W R
--- ....... DRIVEWAY DRI�EW DRIVEWAY W
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SEE DETAIL "D" ON SHEET 3 �
EX /STING CURB AND GUTTER
CON SHALL EM0VE STA. 22+ 16.529.00' L T �Ra
CO SA WCU l � ��
IN TA. 22+ 10.32N 9. DO' L T " - R BEGIN CONS TRUC TION , ~ -------------------- 1 7711 1 1 11 11 1 1 1
L771 I- I 1 11 m
ui
EX /SLING HAROSCAP WI THIN END 82 6 CURB; - LINE NEW HARDSCAPE, , EXISTING TING MEDIAN ISL D, AND �EGIN REMOVAL OF EXIS TI NG TYPE B3 - 6 MEDIA N CURB PER S TA TE SEE MEDIAN DETAIL" U.
CONS TRUC T TEX TURF CONCRETE II QED /A N CURB; BEGIN CONS TRUC TIN OF CA L I FORN /A S TA NDA RD PL A N A 8 7A.
w
,� _ RB �. OIL! .GHEE T
PER MEDIA N DE TA /L OF T4PE
OFFSE T CROWN OF ROADWA Y
ON SHEET 2.
PER STA TE OF CALIFORNIA ,
2 R4 - 7 "KEEP RIGHT " OM2 -1 H 2'4" Q
A 7A. 22 23
CEN TERL /NE OF MT. VERNON AVENUE SETA NDA RD PLAN 8 , � J
T/ N� W
CENTERLINE OF CONS TRUC 0
30 SF
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EXISTING CONCRETE BRIDGE DECK > 4 + ODNS. 00' L T 3 237 SF +
EXISTING CURB AND GU T TER , EXIS TING S TR/PING S TA. 23+ 40N9.00 R T S TA. 2 d-
AND MEDIAN ISLAND S TA. 22+ 09.73N9.00' R T �� ,� IN 14' x 60' BAY TAPER
BEGIN END BAY TAPER cv
BEGIN REMOVAL OF EXISTING
STA. 22+ 16.48 9.00 RT B
� - R GIN CONS TRUC TION
N TRUC TIN SA WCU T END B2 6 CURB; BE R T
MEDIAN CURB, BEGIN COS EXISTIN�IN lE SEC �
LINE TYPE B3- 6�DIAN B PER�A TE
- M /AN CURB T // -�
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#L
�'�«4''�'R S TA TE OF CALIFORNIA -
�� A7 ___I
- - ------------
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GENERAL NOTES
1 ALL UTILITY LOCA TIONS SHOWN ARE APPROXIMA TE
ONL Y, AND REPRESENT THE BEST INFORMA TION
SUPPLIED BY THE VARIOUS UTILITY COMPANIES.
FINAL RESPONSIBILITY FOR LOCH TING UTILITIES IN
THE FIELD IS PLACED SOLEL Y ON THE CONTRACTOR.
2 ALL STRIPING AND PA l/EMENT MARKINGS SHALL
CONFORM TO THE STA TE OF CALIFORNIA STANDARD
PLANS DATED MAY 2006.
Aoof T. VE /�/ V ON CALTRANS R/W y� SCALE: 1 ° = 20' AVENUE-
F-
CONCRE TE FINISHES SHALL CONFORM Wl rH THE
a STA TE OF CALIFORNIA STANDARD SPECIFICA TIONS
SEC TION 73.
R/W
1� PROTECT IN PLACE.
2a CONTRACTOR SHALL REMOVE EXISTING ROADSIDE SIGNS.
�3 CONTRACTOR SHALL INSTALL 2 EACH OF THE FOLLOWING
ROADSIDE SIGNS IN MEDIAN "PORKCHOP':• R6 -1, R5- 7,
and TYPE K (CA). LOCA TION & ORIENTA TION OF SAID
SIGNS SHALL BE PER CITY OF BAKERSFIELD STANDARD T -9.
�4 CONTRACTOR SHALL PAINT ALL MEDIAN NOSES WITH
REFLECTIVE YELLOW PAINT
o-- - - °fj
C - -
DRIVEWAY I
DRIVEWAY
> DRIVEWAY w
�
_ ® ��
:�i U)
- EXIS TING CURB AND GUTTER CON TRAC TOR SHALL REMOVE
_ .
EXISTING HARDSCAPE WITHIN
�- S TA. 25+ 75.11 7.00 L T NEW HARDSCAPE, MEDIAN ISLAND, AND
E,
o CEN TER 2 RADIUS SEE "MEDIAN DETAIL A VENUE
CEN TERL /NE OF M T. VERNON CONS TRUC l TEXTURED CONCRETE
ON SHEET 2. CONSTRUCTION PER !LIS T ING MEDIAN DETAIL "
= 4 � 00 L T CENTERLINE l NE OF CONS TRUC 0
� (D S TA. 25 +22.5 FFSE T. LEOWN OE -ROAD
S TA. 26+ 09.91 N8.00 L T ON SHEET 2.
CEN TER 1 RADIO 1 R2 -1
EXISTING MEDIAN ISLAND R6 -1 (R) cE N T E R 1 ' RADIUS
2 �
o W 28
9
26 -
2� END B3 6 CURB �,. r..�......w.,,.... .�.,. ..�.. .�,.�. �.
o > 3 25 SF Cl �. �. �..
0 1 15 SF
,------- --
_ 27 --
------------ -
---------- --------- - - - ----------
W A;,eR NORTH DO° 17' 3EAST
—i
W C2 C2` 1 30 SF�
9A� I I I I o 2 35 LF Lf 7_77 I I I E=[CD_- ----- --- - - --
C � � � � � � � � � NEW HARDSCAPE,
o C 1 STA. 25 +59.34N7. DO RT 1 R6 -1 R
a� 3 76 SF () "MEDIAN DETAIL
> m + 4.54 8. oD R T CENTER TER 2 RADIUS 2 R4 - 7 TYPE N(CA)
SEE E
STA.
ON SHEET 2. �
CENTER 1" RADIUS
Q
TA. 25 +22.54N 7.00' L T EXIS TING IN TERCONNEC T
0 W�F --�A a GNU T
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Q
DRIVEWAY-- -- --
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ry z
11 1 �'
�'"
w SCALE 1 20
for
Li
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V
z
Li
0
0
MEDIAN ISLAND CURVE DATA TABLE
CURVE No.
RADIUS
DELTA
LENGTH
TANGENT
DESCRIPTION
Cl
2.00'
42 °06'12"
1.47
0.77'
E.& W. MEDIAN FL
C2
60.00'
42 °06'12"
44.09'
23.09'
E.& W. MEDIAN FL
e-y-_?,cjF E S S /pN
DEAN
�� G�./I' �
F
R GlS RED`-Ef -b�fL. ENGINEER � C 46803
*
Exp. 6-30-11
Cl TY OF BAKERSFIELD
1501 TRUX TUN AVENUE 9T civo'
BAKERSFIELD., CA 93307 F OF
REVISIONS
No. DATE I DESCRIPTION
05/21/2010 CHANGED ALL REFERENCES TO TYPE M -1 AND
TYPE M -2 MEDIAN CURB TO TYPE B3 -6.
271 / /
371 / /
471 / /
ME D I AN
14'
BAY TAP E R
x 60'
STA TION
OFFSET
23 +40
9.00'
RT
23 +45
8.78'
RT
23 +50
8.12'
RT
23 +55
7.03'
RT
23 +60
5. 50 '
RT
23 +65
3.75'
RT
23 +70
2.00'
RT
23 +75
0.25'
RT
23 +80
1.50'
LT
23 +85
3.03'
LT
23 +90
4.13'
LT
23 +95
4.78'
LT
24 +00
5.00'
LT
MAIN
IVY
,,,
Flip
7
MEDIAN CONSTRUCT /ON PLAN
File Nome: M t - Vernon -Me dicn Drawn: SHANE LOWS MEDIAN CONSTRUCTION-
CITY sHEEr No.
OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 70K207 Engineer: SHANE LaWE
Date: May. 21, 10 checked By 0;000-, MT. VERNON AVENUE, SR178 TO COLUMBUS STREET lov- � 4o7 4 OF 4
0
1 2 3