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SEE SHEET 8
1 ri, M.H.
- '-� -- ,�: --W-.� .-- ------ --:,�-
rA O
_ 47
G TRAFFIC POLE
M.H. "
21
EXIS771IG TRAFFIC POLE
Iw I 1
SnNE ROAD
SEE SHEET 8
EXIS77NG STREET SIGNS (3) EXIST
Q
E3 for
-__ ❑ GRASS AREA ''
- -_ - -- -
t I -
L , PAVED PARKING LO k
EXIS77NG ELECTRICAL TOWER
EXIS77NG SIGN AND CONCRE7E
FOUNDA 77ON TO REMOVED FROM SI7F
WHITE LANE EXISTI G DESIGN PLAN
�W
13' 60' BAY A Q
TAPER
45
OF STREET AND
OF CONSTRUCTION 0
-IR\ rn6 1
�S)
a
N t I "N� +30.99N 2' RTC c
z Q Z o L„ I 2 BCR (370.8 FL)
°o ;o
+59.90,,92.80' RT
W + Q1 + ECR 71.21 FL)
CONSTRUCT HANDICAP
SEE 'MODIFIED RAMPS PER COB SID
FLOWLINE SEC77ON" S -41 (CAE A)
THIS SHEET
1"-40'*
S77AE ROAD
Of ESS /o
LE .,END /NOTES= Iwo Qo
O INSTALL FIRE HYDRANT MARKERS
() =� <;� .-- --.- -� �• c� �� �l Z7l � f mss-►
<> y> MEDIAN ISLAND PAVING EXCA VA 77ON REGISTERED C/ Vl L NGI NEER C 33710
O INSTALL 1 -2 ,� SCHED 40 CONDUIT AND 1 -6 SCHED. `�'
40 CONDUIT W/ PULL STRING(S) AND TYPE 5 "IRRIGATION" * Exp. 6 -30 -02
PULL BOX BEHIND CURB (SEE DIL/ SHT 2)
INSTALL 1 -4" SCHED 40 CONDUIT W PULL STRING FULL DEPTH AC SECTION CITY OF BAKERSFIELD `��'T
,3 / 1501 TRUX TUN AVENUE
'9 F1 V t \F��
O BAKERSFIELD, CA 93301 CA1-
O INSTALL TYPE 5 "TRAFFIC SIGNAL" PULL BOX /\
EXISTING "IRRIGATION � 1) RECONSTRUCTION AREA -SEE
CONTROL VALVE BOX <3> SAWCUT AND REMOVE EX. CONC SIDEWALK /C &G �J STREET RECONSTRUCTION PLAN GENERAL NOTES.
_ _
MATCH EXIS77NG /REPLACE PER COB STD S 1,S 3 SHEET 13
CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING TO BASIS OF BEARING
ORELOCATE POLE AND SIGN PER COB STD T -19. NEW FINISH GRADE ALL EXISTING MONUMENT LIDS AND THE E 14 CORNER AND THE CENTER SEC77ON OF
PADS, SEWER /STORM DRAIN MANHOLES, CLEANOUTS, SECTION 15 T.30S, R. 27E. WAS USED AS THE
+W 7 PARKING LOT LIGHT (PROTECT IN PLACE) VALVE BOXES AND CONCRETE' PADS EFFEC7ED BY COLD THE BASIS OF BEARING.
00 O PLANE AND /OR OVERLAY PROCESS BEARING = N 88'ST50 "W
Q O CONST COMBINA 77ON TYPE SIDEWALK PER COB STD S -3 ALL STRIPING SHALL CONFORM TO CAL TRANS
STANDARD PLANS DATED JULY 1992
J W Og EXIS77NG U77LI77ES- TO BE RELOCATED BY U77LI TY COMPANY BENCHMARK
int 1 ONST MODIFIED M -2 MEDIAN CURB PER COB STD S -36 INSTALL FIRE HYDRANT MARKERS AS SHOWN. RED HEAD NAIL AT THE SW RETURN OF S77NE ROAD
�. W � AND WHITE LANE . BENCHMARK ELEVATION= 371.77
Q CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL
O11 REMOVE TREES AND REPLACE PER SPECIAL PROVISIONS
OF ALL EXIS77NG MARKERS WITHIN THE RESURFACING
1 CONSTRUCT CURB AND GUTTER PER C08 STD S -1 PROJECT LIMITS PRIOR TO THE OVERLAY PROCESS
ALL STRUCTURES REQUIRING FRAMES AND
QCONSTRUCT MODIFIED MEDIAN ISLAND OPENING PER COVERS WITH THIS PROJECT SHALL BE CONSTRUCTED
COB STANDARD NOTED ON PLANS PER COB STD S -8
SEE NOTE NEW LOCA 77ON FROM ORIGINAL
BELOW CONTRACT
ADD177ONAL LANDSCAPE
EXCA VA TION
R9
CONTRACT FLOWLINE
LOCA 77ON - EXISTING PARKING
Y �. - - 1 - LOT CURB SCALE.' 1 "= 40'
I
EXIS77NG FLOWLINE
LOCA 77ON 14' f
2 LANDSCAPE AREA
NO TES.
•
MOD /FICA 77ONS TO SEC 77ON 'F4-
0.98' TYPE 'B' ASPHALT 2' -19' STA 44 +71 TO STA 45 +29
19' STA 45 +29 TO STA 46 +30.99 STRIPING TO MATCH NEW
CROSSWALK PLACEMENT
M. H. K N "--2.5' COMPAC77ON TO 959
L Z REL COMPACTION _ _ _ _ ____ — —
oo V EXIS77NG IRRIGA 77ON
'+ CONTROL VALVE BOX MOD /RED FLOWLINE SECTION STA 44 +71 TO STA 46 +31 — — — — — — — —
�a
1 BERM AREA —
r-:::' NTS
(L /S)
BERM AREA ob �
(GRASS)
-+-_ 47 48 �� — — - - --
M.H. W CURB RETURN DATA __ __ __ _ D7L 39 (100 LF)
WHITE LANE FLOWLINE AL/GNME!
1"-40 J*
CITY OF B,4I��H'3Fl�l�D, CALIFG��tN /A
C9 R= R =30.x'
L= L— 46.01'
T 2 1 T= 28. 91'
88104 d = 875227 "r '
LEA AWNEER'S ES77MATE
BID
I7EM
DESCRIP77ON
UNIT
QTY
INCREASE
DECREASE
ON Z
2 O
z
9
rn
��
Q
23
10
�W
13' 60' BAY A Q
TAPER
45
OF STREET AND
OF CONSTRUCTION 0
-IR\ rn6 1
�S)
a
N t I "N� +30.99N 2' RTC c
z Q Z o L„ I 2 BCR (370.8 FL)
°o ;o
+59.90,,92.80' RT
W + Q1 + ECR 71.21 FL)
CONSTRUCT HANDICAP
SEE 'MODIFIED RAMPS PER COB SID
FLOWLINE SEC77ON" S -41 (CAE A)
THIS SHEET
1"-40'*
S77AE ROAD
Of ESS /o
LE .,END /NOTES= Iwo Qo
O INSTALL FIRE HYDRANT MARKERS
() =� <;� .-- --.- -� �• c� �� �l Z7l � f mss-►
<> y> MEDIAN ISLAND PAVING EXCA VA 77ON REGISTERED C/ Vl L NGI NEER C 33710
O INSTALL 1 -2 ,� SCHED 40 CONDUIT AND 1 -6 SCHED. `�'
40 CONDUIT W/ PULL STRING(S) AND TYPE 5 "IRRIGATION" * Exp. 6 -30 -02
PULL BOX BEHIND CURB (SEE DIL/ SHT 2)
INSTALL 1 -4" SCHED 40 CONDUIT W PULL STRING FULL DEPTH AC SECTION CITY OF BAKERSFIELD `��'T
,3 / 1501 TRUX TUN AVENUE
'9 F1 V t \F��
O BAKERSFIELD, CA 93301 CA1-
O INSTALL TYPE 5 "TRAFFIC SIGNAL" PULL BOX /\
EXISTING "IRRIGATION � 1) RECONSTRUCTION AREA -SEE
CONTROL VALVE BOX <3> SAWCUT AND REMOVE EX. CONC SIDEWALK /C &G �J STREET RECONSTRUCTION PLAN GENERAL NOTES.
_ _
MATCH EXIS77NG /REPLACE PER COB STD S 1,S 3 SHEET 13
CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING TO BASIS OF BEARING
ORELOCATE POLE AND SIGN PER COB STD T -19. NEW FINISH GRADE ALL EXISTING MONUMENT LIDS AND THE E 14 CORNER AND THE CENTER SEC77ON OF
PADS, SEWER /STORM DRAIN MANHOLES, CLEANOUTS, SECTION 15 T.30S, R. 27E. WAS USED AS THE
+W 7 PARKING LOT LIGHT (PROTECT IN PLACE) VALVE BOXES AND CONCRETE' PADS EFFEC7ED BY COLD THE BASIS OF BEARING.
00 O PLANE AND /OR OVERLAY PROCESS BEARING = N 88'ST50 "W
Q O CONST COMBINA 77ON TYPE SIDEWALK PER COB STD S -3 ALL STRIPING SHALL CONFORM TO CAL TRANS
STANDARD PLANS DATED JULY 1992
J W Og EXIS77NG U77LI77ES- TO BE RELOCATED BY U77LI TY COMPANY BENCHMARK
int 1 ONST MODIFIED M -2 MEDIAN CURB PER COB STD S -36 INSTALL FIRE HYDRANT MARKERS AS SHOWN. RED HEAD NAIL AT THE SW RETURN OF S77NE ROAD
�. W � AND WHITE LANE . BENCHMARK ELEVATION= 371.77
Q CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL
O11 REMOVE TREES AND REPLACE PER SPECIAL PROVISIONS
OF ALL EXIS77NG MARKERS WITHIN THE RESURFACING
1 CONSTRUCT CURB AND GUTTER PER C08 STD S -1 PROJECT LIMITS PRIOR TO THE OVERLAY PROCESS
ALL STRUCTURES REQUIRING FRAMES AND
QCONSTRUCT MODIFIED MEDIAN ISLAND OPENING PER COVERS WITH THIS PROJECT SHALL BE CONSTRUCTED
COB STANDARD NOTED ON PLANS PER COB STD S -8
SEE NOTE NEW LOCA 77ON FROM ORIGINAL
BELOW CONTRACT
ADD177ONAL LANDSCAPE
EXCA VA TION
R9
CONTRACT FLOWLINE
LOCA 77ON - EXISTING PARKING
Y �. - - 1 - LOT CURB SCALE.' 1 "= 40'
I
EXIS77NG FLOWLINE
LOCA 77ON 14' f
2 LANDSCAPE AREA
NO TES.
•
MOD /FICA 77ONS TO SEC 77ON 'F4-
0.98' TYPE 'B' ASPHALT 2' -19' STA 44 +71 TO STA 45 +29
19' STA 45 +29 TO STA 46 +30.99 STRIPING TO MATCH NEW
CROSSWALK PLACEMENT
M. H. K N "--2.5' COMPAC77ON TO 959
L Z REL COMPACTION _ _ _ _ ____ — —
oo V EXIS77NG IRRIGA 77ON
'+ CONTROL VALVE BOX MOD /RED FLOWLINE SECTION STA 44 +71 TO STA 46 +31 — — — — — — — —
�a
1 BERM AREA —
r-:::' NTS
(L /S)
BERM AREA ob �
(GRASS)
-+-_ 47 48 �� — — - - --
M.H. W CURB RETURN DATA __ __ __ _ D7L 39 (100 LF)
WHITE LANE FLOWLINE AL/GNME!
1"-40 J*
CITY OF B,4I��H'3Fl�l�D, CALIFG��tN /A
C9 R= R =30.x'
L= L— 46.01'
T 2 1 T= 28. 91'
88104 d = 875227 "r '
LEA AWNEER'S ES77MATE
BID
I7EM
DESCRIP77ON
UNIT
QTY
INCREASE
DECREASE
6
EXCA VA 77ON
CY
98
9
TYPE 'A' AC
TON
23
10
TYPE 'B' AC
TON
171
12
MEDIAN CURB
LF
28
13
I CROSSWALK STRIPING
SF
1 22
13
TYPE IV ARROWS
SF
30
14
DETAIL 9
LF
46
17
DETAIL 38
LF
100
19
DETAIL 39
LF
100
28
EXCA VA TION
CY
98
48
RELOCATE SIGNS
EA
3
NEW
RAISE WA TER VAL VES
(WEST OF S77NE ROAD)
EA
X
PUBLIC WORKS DEPARTMENT
Nome: TOKO11 -3- WH Drown: J4
No.: TOK011 Engineer JAF
09128100 Checked By.
I I
1 �
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M.H. I
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1
LLD -1
t I I I
WHITE LANE STRIPING ALIGNMENT
1 40'
CONSTRUC77ON NOTES:
CHANGES SHOWN ON THIS SHEET ARE TO BE A PART OF THE CONTRACT DOCUMENTS
OF 77-IE "WH17E LANE RESURFACING/ S7RET WDEING CONSTRUCTION PLANS (WILSON RD
TO DOVEWOOD ST) 7.
THESE CHANGES ARE SHOWN ON A SEPARA IF SHEET FOR CLARITY PURPOSES.
TRAFFIC SIGNAL POLES TO BE LOCA7FD BEHIND NEW FLOWLINE ALIGNMENT.
REPLACEMENT OF LANDSCAPE FINISH SURFACE SHALL CONFORM TO SPECIAL PROVISIONS.
i
I
L
DESCRIP77ON DA IF
OMODIFIED CURB AND GUT7FR JUNE 2001
WHITE LANE RESURFACING /STREET WIDENING CONSTRUCTION SHEET NO.
RIGHT 7VRN ADDITION AT KI/TE LN/ S77NE RD 1 OF 1