HomeMy WebLinkAbout6.1-1827a
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LIST OF DRAWINGS
SHEE T I TI TL E SHEE T
SHEE T 2 SECTION DETAILS AND
TRAFFIC LOOP DETECTOR LAYOUT
SHEE T 3 COB STANDARDS
SHEET 4-6 CONS TRUC TION PLANS
SHEET 7 PHASING PLANS
THE M ON UMEN T A T THE IN TERSEC TION OF A S TREE T A ND
BRUNDA GE LANE SHALL BE USED AS THE BENCHMARK FOR
THIS PROJEC T.
THE BENCHMARK SHALL BE ES TA BL I SHED USING U. S. G. S. DATUM NA VD 83:
ELEV= 280.48'
r ;o-ya; W-9 Awl
--
THE CEN TER OF A S TREE T FROM MONUMEN T A T THE IN TERSEC TION OF .
A S TREE T AND BRUNDA GE LANE TO, THE MONUMENT AT THE IN TERSEC TION
OF A S TREE T A ND CA L I FORNI A A VENUE.
NORTH 89010'26" EAST WAS USED AS THE BASIS OF BEARING.
CITY STANDARDS
PER COB PROPOSED DESIGN MANUAL
SW -21 SW -4, SW -6., S T-1, ST -41 ST -21, T-2., T-1
STATE STANDARDS
2070 REVISED STANDARD PLANS: RSP A88A, A888
A20A, A20B, A20D, A24A, A24C, A24D
CONVENTIONAL SYMBOLS
---------------------- EASEMENT
-- -- RIGHT -OF- WA Y
CEN TERL INE
RAILROAD TRACKS
x CHAIN LINK FENCE
low "IF m 0 AD
Ap 0 1 1 0
--------- = EXIST. CURB & GUTTER
-------------------------- EXIST A.C. FLOWLINE
---'�'-------- '�'-------- EXIST. EDGE OF PAVEMENT
GUARD RAIL
IMPRO VEMEN TS
UTILITY SYMBOLS
w EXIST WA TER LINE 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
F.H.
Fo_1 MANHOLE FIRE HYDRANT
P.P.
POWER POLE ❑ W.M. WATER METER O
W.V.
� EXISTING MONUMENT WATER VALVE
G.M.
❑Q FUTURE MONUMENT 2 GAS METER
S.L. G.V.
� STREET LIGHT N GAS VALVE
STREET LIGHT W/MAST ARM BENCHMARK
C.O. CLEAN OUT Em AUTO SCOPE
TRAFFIC LOOP, TYPE D
TRAFFIC LOOP TYPE E
LOCATION MAP
NO T TO SCALE
FINAL PAY QUANTITIES
ROADWAY EXCAVATION (EARTHWORK)
6926
C
TRAFFIC STRIPE (DETAIL 22)
776
C
TRAFFIC STRIPE (DETAIL 32)
3658
SF
TRAFFIC STRIPE (DETAIL 38A)
473
LF
PAVEMENT MARKINGS - WHITE THERMOPLASTIC
7625
SF
PA t/EMENT MARKINGS - YELLOW THERMOPLASTIC
7054
SF
FIRE HYDRANT MARKERS - TYPED
70
LF
TRAFFIC DETECTOR LOOPS - TYPED
3
EA
TRAFFIC DETECTOR LOOPS - TYPE E
6
EA
*TRAFFIC STRIPE (DETAIL 39)
4724
LF
*TRAFFIC STRIPE (DETAIL 39A)
4536
LF
*PAVEMENT MARKINGS - WHITE THERMOPLASTIC
504
SF
I * DENOTES ANON -PAR TlCIPA TOR Y FINAL PAY l TEMS
Q
PRE-EMPTION DEVICE DO PEDESTRIAN PUSH BUTTON
o' R?'O S/0
o F
6 C 80507 ;u
,k
Exp. 3-31-19
sT9TF
Ivi CA1.�F���\P
PROJECT LENGTH
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LIP
FULL DEPTH RECONSTRUCT
0.67' HOT MIX ASPHALT TYPE "A'
EXISTING PA VEMEN T SURFACE
O
mom
EXISTING NATIVf GROUND J � � � NATIVE GROUND
0.67" H.M.A. 0.67" H.M.A.
FULL DEPTH RECONSTRUCT ON A STREET
STA 10 + 16 TO STA 11 + 94 "'s
EXISTING NATIVE GROUND J � � ` NATIVE GROUND
0.67' N.M.A. 0.67' N.M.A.
FULL DEPTH RECONSTRUCT ON A STREET
STA 11 + 94 TO STA 62 -F 20 ",s
NOTES:
O CROSS SLOPE SHALL BE AT LEAST 2% BUT SHALL NOT EXCEED 4%
OCONTRACTOR SHALL SUBMIT A PHASING PLAN TO BE APPROVED BY CITY OF BAKERSFIELD TRAFFIC ENGINEER PER THE CURRENT
MU TCD REQUIREMENTS FOR EACH PHASE, A MINIMUM OF ONE (1) TRAFFIC LANE, NOT LESS THE TWELVE (12) FEET IN WIDTH EACH
DIRECTION SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC WHERE CONS TRUC TION OPERATIONS ARE A C TI VEL Y IN PROGRESS.
OFINAL H.M.A. LIFT SHALL BE DONE AS THE LAST PHASE OF PA VEMEN T. ALL H.M.A. PA VEMEN T JOINTS SHALL BE PLACED ON THE
PROPOSED LANE LINES. SEE STRIPING LAYOUT ON SHEETS 4 & 5.
LEGEND:
FULL DEPTH RECONSTRUCT AREA OF 8" TYPE "A" H.M.A.
NA TURAL GROUND COMPA C TED TO 95Z MAX RELA T1 VE DENSI TY
TRAFFIC FLOW
6" (PER CALIFORNIA MU TCD 2012
FIGURE JB -102) TYP.
� 4
� ■ 1
t �
T
— FIRE H YDRAN T
■
LANE TWO
TRAFFIC FLOW
LANE ONE
FIRE HYDRANT MARKER LOCATIONS
NOT TO SCALE
TYPE E ADVANCE
TYPE E LOOP DETECTOR
RIGH T TURN 10 LOOP DETECTOR (THRU LANES)
'
THRU LANE 10 15'
10' 15' 15' 185' BEHIND
LEFT TURN LANE THE STOP BAR
TYPE "Y' LOOP DETECTOR
BIKE LANE WIDTHS— UNLESS NOTED OTHERWISE
5' WIDE A T CURB AND GUTTER
4' A T CURB ONL Y
BEGIN DETAIL J9 A T ECR
W/ PA VEMEN T MARKING
<= a
END DETAIL J9 A T BCR WHEN DETAIL
J9A IS NOT SHOWN ON PLAN
END DETAIL J9A AT BCR
INCLUDE DETAIL J9A ONLY WHERE
SHOWN ON PLAN, OMIT DETAIL J9A
WHEN NOT SHOWN ON PLAN
50'
STOP BAR
LOOP LAYOUT
TERMINATE CENTERLINE OR CENTER LANE
LINES AND NEAR SIDE LANE LINES AT
MID—ARC POINTS OF THE CURB RETURNS
NOT TO SCALE
TERMINATE ALL LANE LINES ON
A LINE CONNECTING THE MID—ARC
POINTS OF THE CURB RETURNS
TYPICAL TERMINATION OF LANE STRIPING AT
INTERSECTIONS WITHOUT STOP BARS
NOT TO SCALE
o QRpF ESS IONS`
S I N cy
.� CO
C -D 2 r r�
RE I S TERED CI VI L EN /NEER w C 80507
* Exp. 3-31-19
CITY OF BA KER SFI EL D
C
1501 TRUXTUN AVENUE
v
F
0
BAKERSFIELD, CA 93301 OF CA
REVISIONS
No. DA TE DESCRIP TION
1 / /
271 / /
NOTE:
CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL DLC's
AND DETECTOR CARDS, AND FOR REPLACEMENT OF CONDUITS, IF NEEDED
TO MEET TRAFFIC LOOP LAYOUT AS SHOWN.
DETAILS AND SECTIONS
6.1-1827
CITY RECORD No.
File Nome: RS TP 2017-2078_ A STREET PAUMT REHAB Drown: 1A PAVEMENT REHAB/L/TAION 2097-2098 RS TP: SHEET No.
CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: r8K203 Engineer: GANrAL
Dote: Feb. 27, 18 Checked By.- A STREET FROM BRUNDAGE LANE TO CAL/FORNIA AVENUE 2 OF 7
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Flowline elevation at this point shall 5.09 maximum slope.
not be below elevation at other end
of this return. Unless otherwise approved
Curb romp at both corners by the City Engineer.
per Standard Detail ST -10, ! varies 11 Expansion joint, fyp.
(Varies'
t i
Right of way Line Street Width
vorioble
AM W
�
---- - ---.--------------
------------- - ----------
See Note 7.
Apron J A � 6.0' wide Cross Gutter Curb & Gutter
Cross Gutter Grade = 0.69 min. Expansion joint, typ.
PLAN VIEW
Cross slope not to exceed 2, 09
i U./Z�
Shelf v
v
M1E: ST-21KV
Al
T
,
Dia.
FILENAME:
See Note 11 -
See Note 3. SECTION
A -A
NOTES:
T-02.DWG
1. All workmanship and materials shall conform to
8. Expansion joint filler material shall consist of preformed
the applicable sections of the specifications entitled
strips of durable, resilient compound that conform to the
"State of California, Department of Transportation,
requirements of the Standard Specifications.
Standard Specifications", hereafter known as
9. Sections of existing cross gutter being removed for
"Standard Specifications", current City approved
replacement shall be sawcut at the limits of removal as
edition.
directed by the City Engineer. The section being removed
2. A current Street Permit issued by the City of
shall be a minimum of 5.0'in length and sowcuts shall
Bakersfield Public Works Deportment must accompany
align with existing joint or score line. Replacement shall
all work within the City right-of-way.
conform in dimension and location to the adjacent existing
3. Subgrode for cross gutter shall be constructed
improvements unless otherwise directed.
true to grade and cross section and compacted to
10. Sections being replaced may be poured against existing
95% of maximum dry density as determined by
pavement, if in good condition and with prior approval of the
ASTM D-1557 to a depth of 1.0'below top of
City Engineer. Otherwise, the existing pavement shall be sawcut
subgrade and 1.0'to each side of cross gutter.
a minimum of 2.0' from the edge of concrete or as directed
4. Concrete for cross gutter shall conform to the
by the City Engineer, Pavement patch shall conform to the
requirements of the Standard Specifications for minor
requirements of City Standard ST -11.
concrete (min. cement content 505 Ib/cu yd).
11. Rebar, #4 at 24" O.C. both ways, the entire length of
Concrete shall contain no additives unless prior
cross gutter, including apron, with 2" clearance from bottom
approval is obtained from the City Engineer.
of concrete.
5. Timber forms shall be surfaced on the side placed
12. Refer to Drainage Section 3.5.4 for allowable usage of
next to the concrete and sholl not be less than 1.5"
cross gutters.
thick after being surfaced. Forms and subgrade shall
be wetted immediately prior to placement of
3 OF 7
concrete.
Checked By Sc
6. Concrete surfaces shall be troweled smooth, edged
and then given a light broom finish. Immediately
4.0' (1.2m) Mox.I
1- --i"'11.4m Min. -t'--
) Where incoming and outgoing
1
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,n t
o � R
0
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sewers in a manhole vary in
size, extend lower halves of
sewers 8, 0" (0.2m) beyond
t inside of wall and shope
L
Shelf v
v
M1E: ST-21KV
transition Channel between
,
Dia.
FILENAME:
ends of lower halves of pipes.4.0
(1.2m)
T-02.DWG
I
Shelf
STANDARD
SURVEY
MONUMENT
DATE
GAM.
STANDARD
MANHOLE
TYPE "B"
Where incoming and outgoing
r
STANDARD
MISCELLANEOUS SIGN DETAIL
I sewers in a manhole are of
o
the some diameter, the top
DRAWN
GEG
hlf f hill l
CHECKEDBJD6.1-1827
SCALE
""1`1
removed f between walls and
I Inlet �
the broken edges shall be i
plastered smooth with
cement mortar, PLAN AT BOTTOM
PLAN A T SURFACE
P. C. C. slab not to be poured until
R=0.5" poving is in place. Slab and lid
(12mm) to be 0,125" to 0,25" (3mm to 6mm)
below new finished paving.
lin. 8.0" Min.
7) (0,2m) k
NO TES:
bo 2.• 1 Mortar, " �' 1. All work shall conform to the applicable sections of the
�- Dry Packed specifications entitled Standard Specifications, State of
2.0' Min. California, Department of Transportation'. approved
0.6m current edition.
2. All unlined manhole joints shall be filled with Kent
seal or opproved black mostic equal, Inside of manholes
must be mortared and neatly raked or wiped on inside
of pipe.
3. Pre cast reinforced manhole sections sholl be constructed
in accordance with the provisions of ASTM C-478,
current edition.
4. All sewer manholes sholl be lined with "T -Lock" or
opproved equal,
4.0' Dia.
(1.2m) 5. Concrete pad sholl be cured with a white pigmented
curing compound as per section 90-7.018 of the standard
specifications
(-Shelf slope is 8.339 6, See standard drawing SW -6 for frame, cover, and
drop manhole details
7. All channels shall be smooth finished with steel trowel,
4 n" Mie _ Shelf shall be broom finished for slip resistance.
lb
O
0
j " " FILENAME: SW-2REV
after finishing, all exposed surfaces shall receive a - " C/ass A
uniform application of white pigmented curing DATE 09/14 90 �"-''� Concrete DATE 6/2/99
compound conforming to the requirements of the STANDARD DRAWN JCU/BW (230mm) STANDARD DRAWN JCU
Standard Specifications.
j CROSS GUTTER CHECK S LESH ' CHECKED
7. Expansion oints shall be constructed at ends 4.69 (1.43m) M. SHAH
of curb returns. Weakened plane joints, 2.0"deep, SCALE --------- MANHOLE SCALE
shall be placed where apron meets the cross gutter N.T.S. TYPE "A" N.T.S.
and at 10'maximum intervals in the cross gutter or APPROVED SHEET NO. Spec/al APPROVED SHEET NO.
as directed by the City Engineer. CITY OF BAKERSFIELD Aggregate SECTIO/V CITY OF BAKERSFIELD
CALIFORNIA ST_ % (Calcareous) CALIFORNIA SW- 2
CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT
P. C, C. slob not to be poured until paving Note.- PCC Slab not to be placed until � - - - - - - - - - - - - - - - - - - - - - See standard
4%is in place. Slab and lid to be 0,125" to paving is In place. ' 4.0' (1.2m)
• drawing SII
0.25" (3mm to 7mm) below new poving 2.0 (0.6m) Square A.C. Paving for frame and
Edge Pick Hole 1.0" (25mm) Letters, Sowcuf , cover details
(Optional)
0.25 (5mm) Hign -. . . . ':.
0.5" x 0.375" Diamond Mot, N ' • .:: •: •: ' ' �, _ t _ The upper portions of incoming
(12mm x 9mm) �?, o o . •' .. : t N and outgoing sewers shall be
0.125 (3mm) Deep u, a a • ' ' • �" removed and the broken edges
6.0(0-15m)�'-Dia. 4: L-4- shall be plastered smooth with
1
M �. z cement mortar.
A MONUMEN A . ,
�•• ' °'� • � � Class "A"
Concrete i
�.' Building paper or
Top of..; .: • s4
, . • ;.: , • : � ' `'� Plastic in joints 00,00 i
Monument-
BKSF
.: .
4Q .: :d . �� +-------------------�-� 0, 0
0.5 (12mm) Hole ' . 4. Did.
10" (0,25m) :' (I. 2m)
Pipe Casing "
0.75" (20mm) Letters 12 (0,3m) Dia.
0,125" (3mm) High 2.0' (06m) Square TOPVIEW Note. • P.C.C. slab not to be
PLAN Concrete Pod poured until paving is in place i
12125" (0.3m) SECTION THRU MONUMENT o a
0.06" (2mm) 10.75" (0.27m) 0, 625" (16mm)
NOTES: o
0.375" (lOmm) 9.875" (0.25m) 0, 75 (19mm) o
1, All work shall conform to the opplicable sections of the
specificofions entitled :Standard Specifications, State of o
T1.625" 4 in -. California, Department of Transportation" opproved current
0.25 (6mm)-
(0.24m) _ a
" H Q edition, and the following general notes.-' ^� SE ION
9.5
0 2, Costings shall conform to the provisions of the specifications o
for grey -iron castings, seriol designation ASTM,' A48, class no. 30B 2.• 1 Mortar,
0.375" (lOmm) 10.125" (0.26m) 3. L2.0' Dia. c� Dry Packed
All frames and covers shall be Tough, grey cast iron, free (0, 6m)
from warps, cracks, swells, and cold sheet, and shall have a
10,875" (0.28m) workmanlike finish. `< NO TES:
SECTION A - A9� L All work sholl conform to the applicable sections
4. The seats of frames and bearing faces of the covers shall be "
Stomp Disk with RCEmachined for a smooth, non -rocking fit between the two castings of the specification entitled Standard Specifications,
State of California, Department of Transportation".
or L.S Number.
5. Costing shall be thoroughly cleaned and dipped twice in a w
Pipe
approved current edition.
Concave depression for preparation of asphalt or coal tar and oil applied at 300° F Diameter
Surveying purposes to form a firm and tenacious seal. 2, Mortar sholl consist of one port Portland Cement
Varies and two ports of clean, well graded sand.
6. Concrete shall contain no additives unless prior written approval 4.0' Dia.
is obtained from the City Engineer. (I. 2m) J Joints shall be filled with mortar and neatly cleaned
b. F 10" or wiped on inside of pipe.
7. Concrete sholl be cured with a white pigmented curing compound ( 0 im)
complying with section 90-7.018 of the Standard Specifications � � 4. Pre cast reinforced manhole sections shall be
E constructed in accordance with the provisions of
8. The surface shall be finished to grade, troweled smooth, and i ASTM C-478, current edition.
given a light broom finish.
„ 5, Eccentric side should be installed in the upstream
2.0 (50mm) 9, All concrete used shall be Class "A" direction of the main line whenever possible or as
directed by the City Engineer,
0.125" (3mm) 10• The name of the manufacturing company shall be on the ♦ o
underside of the cover, % a' N_� � 6. All transitions between pipe inverts shall be a
J L %� 4* 4f smooth wrapped surface.
Disk shall be Leitz Disk and Stem to be 11. Pipe casing shall be 10" (0,25m) 0. steel, ARS, or as " ��� 40��
No. 8134-13 or cast together of Bronze directed by the City Engineer, Class A .... -
o roved equal N Concrete
26.25" (0, 67m)
25.25" (0.64m)
1.5" (40mm)
1.375"
(35mm) See Detail "A"
2, 0' (0, 6m)
Clear Opening
32.5" (0.83m)
SECTION A -A
L 0' (0.3m)
10.5" (0.27m) "
0. 75 (20mm)
0.625" (15mm)
Al 3.0"
Emmm:)] i "` o
10" (0.25m)
Clear Opening 0.5" (13mm)
17" (0.43m)
SECTION B-,$
1.0" (25mm) pattern
letters, 0.125" (3mm) See note 11.
1.5" (40mm) self high 1.0" (25mm) Did.
draining blind pick 2.0" (50mm) pattern center hole
hole letters, 0.125" (3mm)
high BB
A A 1115
SEWER
Notch lid to See note 11.
find pick hole
Gutter not shown
" LO" (25mm) pattern 0,625" (15mm) pattern SIDEWALK
1.0 (25mm) pattern " letters, 0,125 3mm
letters, 0.125 (5mm) ( )
letters, 0.125" (3mm) high. Location for high
high MANHOLE country of origin CLEANOUT
NO TES:
1. All fromes and covers shall be tested for accuracy 1/32" (lmm) A
of fit and shall be marked in sets prior to delivery. Machined 4'-2"
Surfaces
2. The seats of frames and bearing faces of the covers CASE A
shall be machined for a smooth non --rocking fit between 10,5 (0.27m)
the two castings Toper Cover A
.� 1.5z
SIDEWALK c Max
,' NOTE 9
FRONT
EDGE OF
SIDEWALK
OQRpFESSIav
1 N G/./
3 co
REGISTERED Cl V// ENGINEER C 80507
* Exp. 3-31-19
Cl TY OF BAKERSFIELD1501 s�ENUEqT C1V1�
BAKERSFIELD,,N CAV 93301 F OF CALF
REVISIONS
No. DA TE DESCRIPTION
B RETAINING CURB RETAINING CURB IF
IF NECESSARY AT C NECESSARY AT EDGE 0.45" Min AND 0.47" Max
rp i 5'-0" EDGE OF SIDEWALK OF SIDEWALK TOP DioL-I
xn� to 5-0"
Min 0.9" Min AND 0.92" Mox
1ASE Dia
.5% MaxMox O
7.5X xSIDEWALK
7,5%
ox iv ox 1,5 Max SIDEWALK O a
rkila 'a N 7.5X I MIEN 7.5%
P�
a! MaxMox Mox C
X u? ° N o
RAISED TRUNCATED DOME
c FRONT
EDGE OF FRONT SIDEWALK 0 SIDEWALK C SEE NOTE 9
CASE C 1. As site conditions dictate, Case A through Case G curb romps may be
9.0% max 9.0% Max A A used for corner installations similar to those shown in Detail A end
AT CURB NOTE 9 AT CURB 1 5% 1 5X DetoB B. The case of curb romps used in Detail A do not hove to
SIDEWALK SIDEWALK be the some. Case A through Cole G Curb romps also may be used of N
ox FRONT EDGE N ox mid block locations, as site conditions dictate. 0
N c
CASE B v OF SIDEWALK 'xn ° 9 O Max 2. If distance from curb to bock of sidewalk is too short to 0
AT CURB accommodate ramp and 4•-2" platform (lending) as shown In Case A.
-a A? FRONT the sidewalk may be depressed longitudinally as in Cosa B, or C or
_ 6" EDGE OF may be widened as in Case D. M
f Z T Z yp SIDEWALK 3, When romp is located in center of curb return, crosswalk
P r= configuroi�on must be similar to that shown for Detol B.
J. Casfln s shall be thorou hl cleaned and dipped twice N SEE NOTE 9 N = ax SIDEWALK � RETAINING =
g g y pp � I _ >K x � ° CURB {BOTH � 4. As site conditions dktote, the retointng curb side and the flared XXXIM �
SIDES OF o. ° side of the Case G romp sholl be canstructed in reversed position. M
in a quick -drying, jet-black asphaltic compound to Frame p 9.0% Max ° RAMP) o
provide a protective coating. EFRONT DGE OF AT CURB 5. If located i n o curve, the sides of the romp need not be parallel,
but the minimum width of the ramp shall be 4 -2".
SIDEWALK AT Max 4 RETAINING 4'- "Min SEE NOTE 9
,e AT CURB EE NOTE 9 CURB 6. Side slope of romp flares very uniformly from o maximum of 9.0X of --I
DETAIL A A curb to conform with longitudinal sidewalk slope adjacent to top of D
4. All frames and covers shall be gray cost iron, free aK x FRONT the ramp, except in Case C and Case F. z
PLANTING CASE F CASE G 7, Transitions from romps and landing to wolks, gutters or streets
from warps, cracks, holes, swells and cold -shot, and or. Max "' ° s.o% Max AREA ° SIDEWALK see Note 4 shall be flush (no lip) and free of abrupt changes.
shall have a workmanlike finish. Hi hwo loading should 9. The 2.0 50mm pattern letters on the manhole covers AT CURB AT CURB ( RETAINING CURS D
9 y g ( ) P GUTTER 8. Counter slopes of adjoining gutters and rood surfaces immediately �)
(BOTH SIDES OF RAMP) FLOWUNE TOP OF RAMP 4•-2" Min adjacent to and within 24 inches of the curb romp shell not be
be HS 20-44. Sha!/ have one of the following designations DRAIN or SEWER A 4 -2 SEE NOTE 9 ROUNDED steeper than 1:20 t5.09f7. Gutter pan slope shall not exceed , of
'^ � �• SEE NOTE 8 depth for each 2'- " o! width.
4 -2" F• = 1,5% Mox �� 9, Curb romps shall hove 9 detectable warning surface thot extends
5• Costing shall conform to the provisions of the specifications 10, Assembly shall be designed for highway loading of HS 20-44. �^ Typ 7.5x Max the full width and 3'-0 depth of the ramp, A 4•-0" wide detectable
warning surface may be used on a 4 -2' wide curb romp, Detectable D
for ro iron castings, serial designation ASTM. A-48 CASE D CASE E SECTION A -A Warning Surfaces shell conform to the requirements in the Standard Z
g g 9 specifications.
(latest revision), Class No. 30B, 11. 2.0 x 1.0" (50mm x 25mm) diamond mat 0.125" (5mm) deep. � WHERE A FLARED SIDE OCCURS GUTTERFLOWLINE IF
CURB
NECESSARY 1p, Sidewalk and romp thickness, "T", shall be 3L minimum. �
PROVIDE 2'-0" Min OF CURB (n
FILENAME: SW-6REV 3 TOP OF RAMP 4'- "Min it. Utility pull boxes, manholes, vaults and all other utility facilities -O
6. The name of the manufacturing company shall be o ROUNDED T-- I within the boundaries of the curb romp will be relocated or
g P y DATE 0 o adjusted to grade by the owner prior to, or in conjunction with,
6/2/99 / w curb romp construction. D
on the underside of the cover, ! G
STANDARD DRAWN a ti 50 c 7.SX Mox 1,5% Mox �T t2, Detectable warning surface may have to be cut to allow removal of Co
JCU R _T � ile maintaining full detectable warning width OO
7. Manhole frame shall weigh not less than 120 lbs FRAMES AND CHECKED aifp 'G o SECTION B -B and depth, y
(54kg) nor more than 250 lbs (113kg). The cover COVERS FOR M. SHAW SIDEWALK Depress entire sidewalk as required
shall weigh not less than 120 lbs (54kg) nor more MANHOLES & CLEAN OU TS SCALE N.T.S. q� RETAINING
GSARY B ®®
than 200 lbs (91kg). APPROVED SHEET NO. p1N0 4� 5 3 FLOWL NE SPACING AND 2.4" Mox ® ®
GLITTER CENTER TO CENTER 000
CITY OF BAKERSFIELD SIDEWALK ,���?. 51,5X Mox --- RAISED TRUNCATED DOME PATTERN (IN-LINE)
8, Manhole covers shall have a self draining blind pick CALIFORNIA SW -6 oTE B DETECTABLE WARNING SURFACE
hole unless otherwise opproved by the City Engineer. 5 „ I SECTION C -C see Note 9
CITY ENGINEER PUBLIC WORKS DEPARTMENT WHERE A FLARED t- LIMIT OF PAY
SIDE OCCURS CROSSWALK IF PROVIDED 4'- "Min STATE OF CALIFORNIA
PROVIDE 2'-0" ROUNDED DEPARTMENT OF TRANSPORTATION
CROSSWALK IF PROVIDED Min OF CURB -} CURB RAMP DETAILS
ALONARE LOCAMV W K WHEN PLACED IN EXISTING SIDEWALK, DETAIL A DETAIL 8 No SCALE
SIDEWALK SHALL BE CORE DRILLED. TYPICAL TWO -RAMP TYPICAL ONE -RAMP SEE 8 RSP A88A DATED JULY 3. 2015 SUPERSEDES RSP A88A DATED MARCH 21, 2014 ANo
�y �/y' /y#��K CORNER INSTALLATION CORNER INSTALLATION RETROFIT PAY LIMITS RSP A88A DATED E 1 1O 2013 AND STANDARD PLAN A88A DATED MAY 20, Zoii -
EXJr��f/J �'�{1w � {r{/�ip Existing curb and sidewalk PAGE 121 OF THE STANDARD PLANS BOOK GATED 2010.
See Note 1 see Notes 1 and 3 REVISED STANDARD PLAN RSP A88A
TO I PROPERTY LW,
PARMILARIYN C M WROAL Gutter not shown RAISED ISLAND
SLOPE PASSAGEWAY
AREAS A jam/ OF TO DRAIN 1.5X Max B
4' (12m) GY[~ IS Iff ass IF NECESSARY, CONSTRUCT RETAINING SEE NOTE 3
ArArWO fiN A0 OF A CURB AT EDGE OF SIDEWALK CURB RAMP. CURB RAMP,
S w 'V G� K 9" (1 14m) ,m) M VAN= JUL A�fir SEE NOTE 7 N c SEE NOTE 7
II TAS PIPER AW{�RWIM ��L6 I �+�GC �c
so msr. 5'-0" Min SEE NOTE 3 DETECTIF CROSSWALK WARNINGBSURFACE,
PROVIDED g SEE NOTE 2 NOTESt
,p
1.5% Max7 (SIDEWALK 1. Sidewalk, romp and passageway thickness, "T", sholl be
a
11 s U 3 6' a 3?" minimum.
Mm 3 Y 2. For details of detectable warning surfaces, see Revised
20" , 3 Standard Pion RSP A88A,
6 ���""� �' �' �$' 3. Where on island possogeway length Is greater than or equal
SA BCR c7, to 6'-0", but less than 8'-0 . each detectable warning •
(0 /1 DETECTABLE WARNING surface shall extend the full width and 2'-0" depth of the
6m) " SURFACE, SEE NOTE 2 CROSSWALK passageway length. Where on ipond possagewoy length is Q
6 x %4 Q (150mm x 6mm) R00 1 RAISED ISLAND greater than or equal to 8-0 ", each detectable warning
"� w • "` surface shall extend the full width and 3'-0` depth of the
OR BOLT CAST INTO ACAM CM CURB RAW may be used on a 4•-2" wide island passageway.
" CONCRETE passageway length. A 4'-0" wide detectable warning surface
TYPE A PASSAGEWAY 4. Transitions from romps to woks,
p gutters or streets shall
be flush (no lip) and free of abrupt changes. (f)
1 1 H aA •�• *a" P�G` RAISED ISLAND RAISED ISLAND M
�,. 4'-2" 5. Utilit pull boxes, manholes, vaults and all other utility
1 1 SEE NOTE 3 y
LuJ SLOPE PASSAGEWAY Min focili les within the boundaries of the curb romp will be
TO DRAIN 1.5% Max DETECTABLE relocated or adjusted to grade by the owner prior to,
DETECTABLE WARNING or in conjunction with, curb romp construction. (J)
WARNING CURB RAMP SURFACE, B 6. Detectable warning surface may hove to be cut to allow >
8-(202m)MN CURB RAMP, SURFACE, SEE NOTE 2 9 y D
SEE NOTE 7 SEE NOTE 2 f' SEE NOTE 7 � removal of utility covers while maintaining full detectable
>blamd
warning width andepth. Z
SEE NOTE 3 7. For additional curb romp details, see Revised Standard
SEE NOTE 3 Pion RSP A88A, D
e
ROD OR BOLT SEE NOTE 3 `� �o SEE NOTE 3
THRU DRILLED HOLED" z
y CURB RAMP, a SLOPE PASSAGEWAY
9 OF O PAWS
Wc Ar AS c)AWAN "MD N TW� 3 SEE NOTE 7 � � o TO GRAIN 1.5
Mox �
CAL AW MM MAWALS WES$ OUR SW /S SKffC EISENF�7Qf. THRU BOL T DETAIL W � �o o � SEE NRAMP.
P
90 PAAIR RMECTMI Y CRAWS
Stop SIM & ALL O)WR ROADSW 9W -- 1AGN N&&1Y MIX
Mi WfW RE HRS
SOV PAACLS 9HA1 BE MOiANIED INIH M41111126 M2C SMS 81sT AMD
VAAOAL PRff Mir ASM Y W APA700 EQUAL. SIM MOWED
ON StICIVAI GMP ODER PGCES WU 8E ATTAGP'D WN STMMESS SIEE[
STRAPS Allo HANKNS MSC SEAWS 81a I Ally VAAVAL PROOF Mir AS•ZM %Y
GMP APAV I 0 EQUAL. MI ED HW SHALL AfOT EXCEED ORWIER OF 6Gr T
MCK X4N IA16" (1.50=1 TOP OF POST IS 10 BE KZOW 1W OF 90 PA*[
BY Ann MiOPE THAN I.5" X18 eml
TYPE B PASSAGEWAY
RETAINING CURB GUTTER
IF NECESSARY FLOWLINE
X: 1,5% Max
SEE NOTE 7
SECTION A -A
TYPE C PASSAGEWAY
CLEAR PASSAGEWAY
4'-2" 6" SURFACE OF
j Min Typ RAISED ISLAND
RETAINING CURB
SECTION B -B
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
CURB RAMP AND
ISLAND PASSAGEWAY DETAILS
NO SCALE
RSP A88B DATED JULY 3, 2015 SUPERSEDES RSP A888 DATED MARCH 21, 2014
RSP ABBB DATED JULY 19, 2013 AND STANDARD PLAN ABBB DATED MAY 20, 2(
PAGE 122 OF THE STANDARD PLANS BOOK DATED 2010.
REVISED STANDARD PLAN RSP A88B
DETAILS AND SECTIONS
PP I-
0.438" x 2.0" Shank w_I
(llmm x 50mm)
0. 4.38"
(limm)
DOME HEAD DISK DETAIL
fte
M1E: ST-21KV
f
5. 67 (1.7m)
MANHOLE SECTION
FILENAME:
SW-4REV
T-02.DWG
I
STANDARD
SURVEY
MONUMENT
DATE
GAM.
STANDARD
MANHOLE
TYPE "B"
DAM 6/2/99
STANDARD
MISCELLANEOUS SIGN DETAIL
DATE 07/97
DRAWN
DRAWNCU
DRAWN
GEG
CHECKED SwMANHOLE
M. SHAW (�'Ep`
CHECKEDBJD6.1-1827
SCALE
""1`1
SCALE
N.T.S.
SCALE NTS
APPROVED
CITY OF BAKERSFIELD
CALIFORNIA
PUBLIC WORKS DEPARTMENT
SHEET NO.
ST -21
APPROVED
CITY OF BAKERSFIELD
CALIFORNIA
PUBLIC WORKS DEPARTMENT
SHEET N0.
SW_ 4,
APPROVED
CITY OF BAKERSFIELD
CALIFORNIA
PUBLIC WORKS DEPARTMENT I
SHEET N0.
T-2
[CITY RECORD No.
CITY ENGINEER
CITY ENGINEER
CITY ENGINEER
CITY DF BAKERSFIELD., CALIFORNIA
PUBLIC WORKS DEPARTMENT
File Name: RS TP 2017-2018- A STREET PA VMT REHAB
Drawn: TAG
PA VEMT NT REHABIL I TAION 2017-2018 RSTP:
SHEET NO.
Job No.: T8K203
Engineer: G ANTAL
A STREET FROM BRU/VDAGE LANE TO CALIFORNIA AVENUE
3 OF 7
Date: Feb. 27, I8
Checked By Sc
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GENERAL NO TES:
1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY
COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR.
2. ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DATED 2010.
3. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALKS, CURBS & GUTTERS, AND ALL STREET
IMPROVEMENTS DURING CONSTRUCTION.
4. CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCATIONS AND DEPTH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS,
INTERCONNECT AND IRRIGATION LINES.
5. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED STREET IMPROVEMENTS AND TRAFFIC SIGNAL
EQUIPMENT DUE TO CONTRACTOR'S CONSTRUCTION OPERATIONS.
6. CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE
PROJECT.
7. CONTRACTOR SHALL PROTECT IN PLACE ALL CHISELED 'X' WITHIN THE PROJECT LIMITS.
44
W
CONSTRUCTION NOTES:
a
CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON
ng
MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS.
THE PLANS.
Fo
CONTRACTOR SHALL MATCH EXISTING PAVEMENT GRADE AND CURB
2
CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB
REVEAL. TIE IN SHALL HAVE A 100 FEET TRANSITION TO NEW PAVEMENT
STANDARD SW -2 OR SW -4.
ELEVATION AND CURB REVEAL.
DCONTRACTOR
SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB
El
CONTRACTOR SHALL RELOCATE ROADSIDE SIGN TO A LOCATION
STANDARD ST -21.
OUTSIDE OF THE PROPOSED ACCESS RAMP CONSTRUCTION.
Q
FOUND CHISELED "X", CONTRACTOR TO PROTECT IN PLACE.
rl 2
CONTRACTOR SHALL INSTALL CASE F PEDESTRIAN ACCESS RAMP PER
F51
CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF
STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A.
CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A.
n13
ADJUST PULL BOX TO NEW GRADE.
nCONTRACTOR
SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF
CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A.
n14
INSTALL R81 (CA) SIGN (18" X 24") PER COB STANDARD T-2.
Q
CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF
n15
CONSTRUCT TYPE "A"/"B" CURB AND GUTTER PER COB STANDARD PLAN
CALIFORNIA 2015 REVISED STANDARD PLAN RSP A88A.
ST -1 . MATCH EXISTING CURB AND GUTTER.
F81
CONTRACTOR SHALL INSTALL CROSS GUTTER PER COB STANDARD ST -7
AND 5' WIDE CONCRETE PAD.
IF If
REGISTERED CIVIL ENGINEER
o QRpF E SS / pN�C
I N Gy
�
C 80507 �
*
Exp. 3-31-19
CITY OF BAKERSFIELD JT
1501 TRUXTUN AVENUE qTF C/V�\-
BAKERSFIELD, CA 93301 OF CA1-\F
REVISIONS
No. DATE DESCRIPTION
271 / /
SCALE I "=40'
IST STREET VERDE STREET
rpm
'm IV ja)j MIMI
LEGEND.-
FULL
EGEND:
FULL DEPTH RECONSTRUCT
0.67' TYPE "A" H.M.A.
MINOR CONCRETE CONSTRUCTION
CURBS AND GUTTERS, ACCESS RAMPS,
a, r' CROSS GUTTER, AND SIDEWALK.
BANK STREET BUENA VISTA
STREET
SYMBOLS:
❑D ADJUST MONUMENT FRAME AND COVER
DO ADJUST MANHOLE FRAME AND COVER
W.V.
m WATER VALVE TO BE ADJUSTED BY OTHERS
G.V.
M GAS VALVE TO BE ADJUSTED BY OTHERS
STRIPING AND MARKING NOTES:
O1 INSTALL V WIDE (WHITE) STOP O INSTALL PAVEMENT MARKING WORD "SLOW", 23SF. 10 INSTALL DETAIL 22
BAR/PEDESTRIAN CROSSWALK MARKING
OINSTALL 1' WIDE (YELLOW) STOP O INSTALL PAVEMENT MARKING WORD "SCHOOL", 35SF. 11 INSTALL DETAIL 32
BAR/PEDESTRIAN CROSSWALK MARKING
O INSTALL PAVEMENT MARKING WORD, "XING", 21SF. 12 INSTALL DETAIL 38A
O3 INSTALL TYPE IV ARROW (L), 15SF.
8 INSTALL PAVEMENT MARKING WORD "STOP", 22SF. 13 INSTALL DETAIL 39A
OINSTALL TYPE 110'0" ARROW AND
BIKE LANE SYMBOL WITH PERSON, 21SF.0 INSTALL PAVEMENT MARKING WORD "AHEAD", 31SF. 14 INSTALL DETAIL 39
6.1-1827
CITY RECORD No.
File Nome: RS TP 2017-2018_ A STREET PAl/MT REHAB Drown: 1A PAVEMENT REHABILITAION 2017-2018 RS TP: SHEET No.
CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: r8K203 Engineer: G. ANrAL
Date: Feb. 27, 18 Checked ey.A STREET FROM BRUNDAGE LANE TO CALIFORNIA AVENUE 4 OF 7
J
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GENERAL NO TES.-
1.
ES:1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY
COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR.
2. ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DATED 2010.
3. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALKS, CURBS & GUTTERS, AND ALL STREET
IMPROVEMENTS DURING CONSTRUCTION.
4. CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCATIONS AND DEPTH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS,
INTERCONNECT AND IRRIGATION LINES.
5. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED STREET IMPROVEMENTS AND TRAFFIC SIGNAL
EQUIPMENT DUE TO CONTRACTOR'S CONSTRUCTION OPERATIONS.
6. CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE
PROJECT.
7. CONTRACTOR SHALL PROTECT IN PLACE ALL CHISELED 'X' WITHIN THE PROJECT LIMITS.
CONSTRUCTION NOTES:
Fil
CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON
I
MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS.
THE PLANS.
Ro
CONTRACTOR SHALL MATCH EXISTING PAVEMENT GRADE AND CURB
aCONTRACTOR
SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB
REVEAL. TIE IN SHALL HAVE A 100 FEET TRANSITION TO NEW PAVEMENT
STANDARD SW -2 OR SW -4.
ELEVATION AND CURB REVEAL.
0
CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB
F 11
CONTRACTOR SHALL RELOCATE ROADSIDE SIGN TO A LOCATION
STANDARD ST -21.
OUTSIDE OF THE PROPOSED ACCESS RAMP CONSTRUCTION.
El
FOUND CHISELED "X", CONTRACTOR TO PROTECT IN PLACE.
rl 2
CONTRACTOR SHALL INSTALL CASE F PEDESTRIAN ACCESS RAMP PER
Q
CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF
STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A.
CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A.
rl 3
ADJUST PULL BOX TO NEW GRADE.
r'6-1
CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF
INSTALL R81 (CA) SIGN (18" X 24") PER COB STANDARD T-2.
CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A.
R14
E
CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF
n15
CONSTRUCT TYPE "A"/"B" CURB AND GUTTER PER COB STANDARD PLAN
CALIFORNIA 2015 REVISED STANDARD PLAN RSP A88A.
ST -1 . MATCH EXISTING CURB AND GUTTER.
F8�
CONTRACTOR SHALL INSTALL CROSS GUTTER PER COB STANDARD ST -7
AND 5' WIDE CONCRETE PAD.
PALM STREET
REGISTERED Cl1/lL EN l EER
O QRpFESS/e/v
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C 80507
,k Exp. 3-31-19
CITY OF BAKERSFIELD1501 ENUEy], C1v1�
BAKER AFIELD N CAV 93301 F OP CAk\F
RHVISIONS
No. DA TE DESCRIP TION
271
SCA LE.• 1 "=40'
CHESTER LANE
LEGEND:
FULL DEPTH RECONSTRUCT
0.67' TYPE "A" H.M.A.
MINOR CONCRETE CONSTRUCTION
CURBS AND GUTTERS, ACCESS RAMPS,
®. •' CROSS GUTTER, AND SIDEWALK.
SYMBOLS:
Ff ADJUST MONUMENT FRAME AND COVER
DO ADJUST MANHOLE FRAME AND COVER
W.V.
m WATER VALVE TO BE ADJUSTED BY OTHERS
G.V.
M GAS VALVE TO BE ADJUSTED BY OTHERS
STRIPING AND MARKING NOTES:
O1 INSTALL 1' WIDE (WHITE) STOP O INSTALL PAVEMENT MARKING WORD "SLOW", 23SF. 10 INSTALL DETAIL 22
BAR/PEDESTRIAN CROSSWALK MARKING
OINSTALL 1' WIDE (YELLOW) STOP 6O INSTALL PAVEMENT MARKING WORD "SCHOOL", 35SF. 11 INSTALL DETAIL 32
BAR/PEDESTRIAN CROSSWALK MARKING
O7 INSTALL PAVEMENT MARKING WORD, "XING", 21SF. 12 INSTALL DETAIL 38A
O3 INSTALL TYPE IV ARROW (L), 15SF.
O8 INSTALL PAVEMENT MARKING WORD "STOP", 22SF. 13 INSTALL DETAIL 39A
O4 INSTALL TYPE 110'0" ARROW AND
BIKE LANE SYMBOL WITH PERSON 21SF.OIN TALL PAVEMENT MARKING WORD "AHEAD" 1 F 9 S , 3 S 14 INSTALL DETAIL 39
SAN EMIDIO
STREET
ti,
6.1-1827
i
-A
CITY RECORD No.
File Name.- RS TP 2017-2018_ A STREET PAl/MT REHAB Drown: 1A PAVEMENT REHAB/L/TAION 207-2078 RS TP.- SHEET No.
CITY OF BAKERSF/ELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ✓ob No.: r8K203 Engineer: G. ANTAL
Dote: Feb. 27, 18 Checked By.- kA STREET FROM BRUNDAGE LANE TO CALIFORNIA AVENUE 5 OF 7
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GENERAL NOTES:
1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY
COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR.
2. ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DATED 2010.
3. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALKS, CURBS & GUTTERS, AND ALL STREET
IMPROVEMENTS DURING CONSTRUCTION.
4. CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCATIONS AND DEPTH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS,
INTERCONNECT AND IRRIGATION LINES.
5. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED STREET IMPROVEMENTS AND TRAFFIC SIGNAL
EQUIPMENT DUE TO CONTRACTOR'S CONSTRUCTION OPERATIONS.
6. CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE
PROJECT.
7. CONTRACTOR SHALL PROTECT IN PLACE ALL CHISELED'X' WITHIN THE PROJECT LIMITS.
LEGEND.
FULL DEPTH RECONSTRUCT
0.67' TYPE "A” H.M.A.
—� MINOR CONCRETE CONSTRUCTION
CURBS AND GUTTERS, ACCESS RAMPS,
a. +: CROSS GUTTER, AND SIDEWALK.
,,W l ,,. F, T Q VF W I F,
SYMBOLS.
Ff ADJUST MONUMENT FRAME AND COVER
�O ADJUST MANHOLE FRAME AND COVER
W.V.
m WATER VALVE TO BE ADJUSTED BY OTHERS
G.V.
m GAS VALVE TO BE ADJUSTED BY OTHERS
STRIPING AND MARKING NOTES:
O QRpF E 3s )f o 9C
I NG/-/
CIO
REGISTERED Cl VI L EN GI NEER
C 80507
w ��
* Exp. 3-31-19
CITY OF BAKERSFIELD1501 T
BAKERSFIIELD N CAV 93,301 F OF CA��F��
REVISIONS
No. DA TE DESCRIP TION
2
CALIFORNIA A VENUE
lz,
i
O1 INSTALL V WIDE (WHITE) STOP O INSTALL PAVEMENT MARKING WORD "SLOW", 23SF. 10 INSTALL DETAIL 22
BAR/PEDESTRIAN CROSSWALK MARKING
OINSTALL 1' WIDE (YELLOW) STOP 6O INSTALL PAVEMENT MARKING WORD "SCHOOL", 35SF. 11 INSTALL DETAIL 32
BAR/PEDESTRIAN CROSSWALK MARKING
7O INSTALL PAVEMENT MARKING WORD, "XING", 21 SF. 12 INSTALL DETAIL 38A
O3 INSTALL TYPE IV ARROW (L), 15SF.
88 INSTALL PAVEMENT MARKING WORD "STOP", 22SF. 13 INSTALL DETAIL 39A
OINSTALL TYPE 110'0" ARROW AND
BIKE LANE SYMBOL WITH PERSON, 21SF. Og INSTALL PAVEMENT MARKING WORD "AHEAD", 31SF. 14 INSTALL DETAIL 39
C�:..............w......„.,.....,.......,..........,�.
50 LF STA: 62+20
150 LF
m mmwm�
SCALE I "=40'
6.1-1827
CITY RECORD No.
File Name: RS TP 2017-2018_ A STREET PAl/MT REHAB Drawn: 1A PAVEMENT REHAB/L/TAION 2017-2018 RS TP: SHEET No.
CITY OF BAKERSF/ELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 78K203 Engineer: G. ANTAL
Dote: Feb. 27, 18 Checked By- A STREET FROM BRUNDAGE LANE TO CALIFORNIA AVENUE 6 OF 7
I
CONSTRUCTION NOTES.-
OTES:1Q
0
CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON
ng
MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS.
THE .PLANS.
10
CONTRACTOR SHALL MATCH EXISTING PAVEMENT GRADE AND CURB
QCONTRACTOR
SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB
REVEAL. TIE IN SHALL HAVE A 100 FEET TRANSITION TO NEW PAVEMENT
STANDARD SW -2 OR SW -4.
ELEVATION AND CURB REVEAL.
IDCONTRACTOR
SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB
11
CONTRACTOR SHALL RELOCATE ROADSIDE SIGN TO A LOCATION
STANDARD ST -21.
OUTSIDE OF THE PROPOSED ACCESS RAMP CONSTRUCTION.
El
FOUND CHISELED "X", CONTRACTOR TO PROTECT IN PLACE.
12
CONTRACTOR SHALL INSTALL CASE F PEDESTRIAN ACCESS RAMP PER
Q
CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF
STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A.
CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A.
n13
ADJUST PULL BOX TO NEW GRADE.
0
CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF
INSTALL R81 (CA) SIGN (18" X 24") PER COB STANDARD T-2.
CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A.
n14
CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF
n15
CONSTRUCT TYPE "A"/"B" CURB AND GUTTER PER COB STANDARD PLAN
CALIFORNIA 2015 REVISED STANDARD PLAN RSP A88A.
ST -1 . MATCH EXISTING CURB AND GUTTER.
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CONTRACTOR SHALL INSTALL CROSS GUTTER PER COB STANDARD ST -7
AND 5' WIDE CONCRETE PAD.
Ff ADJUST MONUMENT FRAME AND COVER
�O ADJUST MANHOLE FRAME AND COVER
W.V.
m WATER VALVE TO BE ADJUSTED BY OTHERS
G.V.
m GAS VALVE TO BE ADJUSTED BY OTHERS
STRIPING AND MARKING NOTES:
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REGISTERED Cl VI L EN GI NEER
C 80507
w ��
* Exp. 3-31-19
CITY OF BAKERSFIELD1501 T
BAKERSFIIELD N CAV 93,301 F OF CA��F��
REVISIONS
No. DA TE DESCRIP TION
2
CALIFORNIA A VENUE
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i
O1 INSTALL V WIDE (WHITE) STOP O INSTALL PAVEMENT MARKING WORD "SLOW", 23SF. 10 INSTALL DETAIL 22
BAR/PEDESTRIAN CROSSWALK MARKING
OINSTALL 1' WIDE (YELLOW) STOP 6O INSTALL PAVEMENT MARKING WORD "SCHOOL", 35SF. 11 INSTALL DETAIL 32
BAR/PEDESTRIAN CROSSWALK MARKING
7O INSTALL PAVEMENT MARKING WORD, "XING", 21 SF. 12 INSTALL DETAIL 38A
O3 INSTALL TYPE IV ARROW (L), 15SF.
88 INSTALL PAVEMENT MARKING WORD "STOP", 22SF. 13 INSTALL DETAIL 39A
OINSTALL TYPE 110'0" ARROW AND
BIKE LANE SYMBOL WITH PERSON, 21SF. Og INSTALL PAVEMENT MARKING WORD "AHEAD", 31SF. 14 INSTALL DETAIL 39
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50 LF STA: 62+20
150 LF
m mmwm�
SCALE I "=40'
6.1-1827
CITY RECORD No.
File Name: RS TP 2017-2018_ A STREET PAl/MT REHAB Drawn: 1A PAVEMENT REHAB/L/TAION 2017-2018 RS TP: SHEET No.
CITY OF BAKERSF/ELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 78K203 Engineer: G. ANTAL
Dote: Feb. 27, 18 Checked By- A STREET FROM BRUNDAGE LANE TO CALIFORNIA AVENUE 6 OF 7
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.NOTES:
1. ALL TRAFFIC STRIPING AND PA VEMEN T MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CON TRA C TOR TO MEET CON TRA C TORS
TRAFFIC CONTROL AND DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC.
2. CON TRA C TOR SHALL MAINTAIN A C CESS TO ALL LOCAL S TREE TS AND DRI VE WA YS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER.
EGl TERED CIVIL ENGINEER
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� C 80507
* Exp. 3-31-19
CITY OF BAKERSFIELDq�, cm1501
BAKERSFIELD, DN CAVENUE 93301 F �F M-�F��
REV/S/4NS
No. DA TE 1 DESCRIP TION
3. CON TRA C TOR SHALL COORDINATE WITH CITY OF BA KERSFIEL D TRAFFIC ENGINEERING TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO START OF CONSTRUCTION
OPERA TIONS. 1
4. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL AND DETOUR PLANS TO BAKERSFIELD TRAFFIC ENGINEERING FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL TRAFFIC
CONTROL AND DETOUR PLANS ARE APPROVED.
5. CON TRA C TOR SHALL SUBMIT WRITTEN REQUEST AND OBTAIN CITY A PPR 0 VA L TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME.
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PHASE NO. I STA 70+76 TO STA 62+20
NOT TO scatE
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F
PHASE NO. 2 STA 10+76 TO STA 62+20
Nor TO scacE
6.1-1827
CITY RECORD No.
File Name.- RS TP 2077-2018_ A STREET PAV1WT REHAB oroW,,: qac PAVEMENT REHAB/L/TAION 2017-2018 RS TP: SHEET No.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T8K203 Engineer: G ANTAL
Date: Feb. 27, 18 Checked By. SC L j A STREET FROM BRUNDAGE LANE TO CALIFORNIA AVENUE 70F 7