HomeMy WebLinkAbout6.1-1779SHEET
I
CO VER
SHEET
SHEET
2
BEECH
STREET DEMOLITION PLAN
SHEET
3
BEECH
STREET GRADING PLAN
SHEET
4
BEECH
STREET STRIPING PLAN
M'I'MA ,LAPL.
ELEVATIONS ARE BASED ON CALIFORNIA SPATIAL REFERENCE CENTER
SAN JOAQUIN VALLEY HEIGHT MODERNIZATIONPROJECT BENCH MARK
SURVEY
HEADWALL FOR 12 REINFORCED CONCRETE PIPES LOCATED NEAR THE
INTERSECTION OF 7TH STANDARD ROAD AND GOLDEN STATE HIGHWAY.
448.391 :l
NOTE:
LOCAL BENCHMARKS HAVE _ .a > PROVIDED AT THE NORTHEAST CURB
RETURN FOR EACH STREE IrIOWN ON PLANS.
GRID NORTH PER CALIFORNIA
STATE PLANE ZONE 5
TYPE B P.C.C.
AND
GUTTER PER
C.O.B.
CONCRETECOMBINATION - C.O.B. D.
SIDEWALK UNDERDRAIN
PER C.O.B. STD. D-10 "MODIFIED"
MEDIAN END DETAILS FOR LOCAL STREET INTERSECTIONS PER C. 0. B. ST0. -T- I
S TA TE S TA NDA RDS
NIA
g&*jqAj
"A 0 A LCM M
1. ALL GRADING DONE IN CONFORMANCEOF
STANDARDSPECIFICATIONS.
2. ANY REVISIONS MADE TO THE APPROVED GRADING AS SHOWN ON THE GRADING
PLANS MUST BE SPECIFICALLY APPROVED BY THE DESIGN CIVIL ENGINEER & SOILS
ENGINEER & CITY ENGINEER.
! .10 MMM& AM
4. FILL SLOPES SHALL BE NO STEL 2:1 AND SHALL HAVE NO LESS THAN 90%
OF M.D.D,
MAX5. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% OF MAXIMUM DRY DENSITY, 95%
OF DRY DENSITY BENEATHROADWAYS, AS r BY r
D1557A, AND CERTIFIED
6. AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED BY THE
CITY ENGINEER
• . REPRESENTATIVE
.., .-•. TO
PLACING
TRENCH7. CERTIFIEDTHE ,D D EXCAVATION CODE.
APPROVAL8. NO ROCK OR SIMILAR MATERIAL GREATER THAN 6 $) IN DIAMETER SHALL BE PLACED IN
THE FILL UNLESS FOR SUCH PLACEMENT HAS BEEN OBTAINED BY THE
CONTRACTOR • BUILDING OFFICIAL,
UNDERGROUND9. EXISTING LOCATION
UNDERGROUND PIPES,
r • , OR
STRUCTURES
r SHOWN ON
PLANS
- OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
10. THE LOCATION AND THE PROTECTION OF RESPONSIBILITY OF
THE CONTRACTOR.
11. DUST SHALL BE
CONTROLLED DURING GRADING BY WATERING OR OTHER APPROVED
12, ALL EXISTING DRAINAGE COURSES AND APPROVED PROTECTIVE MEASURES ON THE
PROJECT SITE MUST CONTINUE TO FUNCTION . ALL TIMES AND TEMPORARY
DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING
THE GRADING. THE CONTRACTOR SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO
OBSTRUCTING DRAINAGE PATTERNS,
X xl(y, XY)
XXX.XX
FL
G.B.
GTD
H.P.
P,R.0
A,C
A,B
R
MUTCD
± X.XX%
s
—
r_
IS yO
O
M
goo
r-
0
— EXISTING GRADE
— DESIGN GRADE
— FLOWLINE
— GRADE BREAK
— GRADE TO DRAIN
— HIGH POINT
— POINT OF REVERSE CURVATURE
— ASPHALTIC CONCRETE
— AGGREGATE BASE
— RADIUS
— MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
— DIRECTION % SLOPE OF DRAINAGE
— FINISH GROUND CONTOUR
— EXISTING CONTOUR
— BENCHMARK
— FIRE HYDRANT
— POWER POLE
— LIGHT POLE TO BE RELOCATED
— SIGN (SINGLE POLE)
— SANITARY SEWER MANHOLE
— STORM DRAIN MANHOLE
— TELEPHONE PEDESTAL
— WATER VALVE
— VEGETATION
— SURVEY NAIL
— WALL
— LIP, CURB & GUTTER
— SAWCUT LINE
— LIMITS OF DEMOLITION
IMPROVEMENTS TO BE REMOVED
CITY OF BAKERSFIELD
mom
STA TE OF CALIFORNIA
NOTE:
THE CITY SHALL CONTACT THE USA LOCATOR
SERVICE 1-800-642-2444, 48 HOURS PRIOR TO
EXCAVATION.
Job No.: 239-16-01
File Path: J: \Projects\239 City of Bakersfield\239-1-01 Tree Street Improvements\dwgCOVER SHEET
01 604 on ON!
6.1-1779
ff
r , r HIM a
STREET IMPROVEMENTS: TREE STREET CUL-DE-SACS: PHASE III
BEECH
STREET
DATE
FEss1p� jq
W HI
c�
C-051930
No.
Exp. ..��
g`
l LIF Vt+,'
2/4/15
DER L G. W N, J
DATE
R.C.E. C-51930
CORNERSTONE ENGINEERING
IMPR 0 VEME Q UA N T1 TIES
A PPRO VED
QUANTITY
ITEM
75 CY —
50 Cy —
EXCAVATION (UNADJUSTED)
AC DEMO &HAUL (.33' ASSUMED DEPTH)
NICDLAS FIDLER, R.C.E. C61069, EXPIRES
12-31-16 DATE
65 TONS —
TYPE "B" ASPHAL TIC CONCRETE
PUBLIC WORKS DIRECTOR
50 CY —
CLASS # AGGREGA TE BASE
"B"
APPROVAL RECOMMENDED BY:
193 LF —
TYPE (8") P.C.C. CURB & GUTTER PER C.O.B.
STDT�-1
820 SF —
COMBINA LION CONCRETE SIDEWALK PER C.O.B. STD ST -3
t
2 EA —
55 LF —
SIDEWALK UNDERDRAINS PER C.O.B. STD. Q�2
PORTABLE CONCRETE BARRIERS — "K—RAIL"
\
r� l
C.^
ASSISTANT PUBLIC WORKS DIRECTOR
DATE
Job No.: 239-16-01
File Path: J: \Projects\239 City of Bakersfield\239-1-01 Tree Street Improvements\dwgCOVER SHEET
01 604 on ON!
6.1-1779
ff
r , r HIM a
STREET IMPROVEMENTS: TREE STREET CUL-DE-SACS: PHASE III
BEECH
STREET
DATE
9-
INSTALL
2 20' AND
1 —15 "K—RAIL"
BARRIERS AS SHOWN,
0
FURNISH & INSTALL —
R:3-1 "NO RIGHT TURN"
IN ACCORDANCE WITH
MtilCL) STANDARDS
(402-5,2)
FURNISH & INSTALL R3-1 -
"NO RIGHT TURN" MINIMUM
5' EAST OF ALLEY IN
ACCORDANCE WITH MUTCD
STANDARDS. SEE SHEET 4
T_
RECONSTRUCT SIDEWALK
WITH LIKE MATERIALS.
SLOPES NOT TO EXCEED
5% LONGITUDINAL & 1,5%
TRANSVERSE.
EXISTING STOP SIGN
TO BE REMOVED AND
RETURNED TO OWNER
474747 C13
Z7Z7Z7,47 STA: 11+36,09 —32,3L PRC
FL 400.84
GTD STA: 10+82.95 —24.8L
PROVIDE SMOOTH INSTALL 3' SIDEWALK UNDERDRAIN
PROVIDE SMOOTH TRANSITION FROM
TRANSITION AND
POSITIVE DRAINAGE 'dA TYPICAL CURB & GUTTER TO DRAIN.
FOR THIS AREAS SEE DETAIL D, THIS SHEET, RP T 11±13,18 —2.7L
FL 401.50 G8 AC 402.56
A
5JA: 10+75.68 —2.7L
FL 401,68 GB
11+00
STA: 10+86.86 24.1R
SEE PROPOSED
INSTALL 3' SIDEWALK UNDERDRAIN
PAVING SECTION,
PROVIDE SMOOTH TRANSITION FROM
DETAIL C, THIS SHEET
TYPICAL CURB & GUTTER TO DRAIN®
SEE DETAIL D, THIS SHEET,
Ya FL 401.50 GB
PROVIDE SMOOTH
TRANSITION AND A
POSITIVE DRAINAGE GTD x STA: 11+31.33 30.2-R, PR
!W1 4-2 "NO OUTLET" SIGN TO BE INSTALLED AT
ENTRANCE TO MYRTLE ST. SEE DETAIL A SHE I'll E 11 1 111.11.111., A
if t`40(). `b
0ROM•
FL 400,67 MATCH
q STA: 11+47.39
END CONSTRUCTION
MATCH EXITING
401.62
UK THIS AREAS.:d n'+UU I ZI r—J SI A: I I + 4,).14,Z
FL 400.83 MATCH
N.T.S.
21' COMPACTED
YPE 'B' HMAC
133' CLASS 11
'?-GREGATE BASE
M
x:(400. o_;)
. . 112+00 BEET.
CH 16
LI O
I1 40a.81)
WEST
GRAPHIC SCALE
10, 51 ow 51 10,
(IN FEET)
1 inch= 10 ft.
0.83% 1,
LONGITUDINAL
EXISTING GRADE
XXX.XX
A
E
— FLOWLINE
G. B.
— GRADE BREAK
GTD
— GRADE TO DRAIN
28*5622"•
— HIGH POINT
P.R.0
— POINT OF REVERSE CURVATURE
A.0
— ASPHALTIC CONCRETE
24635 47
— AGGREGATE BASE
R
— RADIUS
MUTCD
— MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
37*39'23"
— DIRECTION 7o SLOPE OF DRAINAGE
N.T.S.
21' COMPACTED
YPE 'B' HMAC
133' CLASS 11
'?-GREGATE BASE
M
x:(400. o_;)
. . 112+00 BEET.
CH 16
LI O
I1 40a.81)
WEST
GRAPHIC SCALE
10, 51 ow 51 10,
(IN FEET)
1 inch= 10 ft.
0.83% 1,
LONGITUDINAL
Alhambra Fewdry Ompany
Na A Mgt®
2 1/2-x n2l 2Fx0"1/4 GWV=Ized
flow Lkw
rl
GENERAL NOTES:
1. All work shown shall conform to the
applicable sections of the specifications
0
entitled, Standard Specifications, State
r TV. of California, Department of Transport -
61 41 _A141
ig
—V--' . k.,PV_,f
FIVIRLI
%6 On, %1"11V11 on.
cob Fow I All concrete shall be Close *A* and
shall be within 2-1/2* to 5-1/20
slump.
3. Subgrade prepamflon shall be const—
ructed true to grade and cross section,
with compaction of 9OX to a depth of
0.50 feet.
4. Existing sidewalk shall be sawcut and
removed at the first scoring line at or
beyond the planned joint. All exposed
surfaces of the sidewalk underdrain
shall match the existing curb, gutter,
and sidewalk surfaces.
5. Expansion joint filler material shall
consist of preformed of a durable,
resilient compound.
6. Dimensions:
I *: go: 5.3*
b— variable
e_ 90*
All dimensions to be approved
A by the engineer.
7. All Inlet modifications shall be
subject to the approval of the City
Engineer.
PL"
3"
F2 1/2" for 6" Curb 2 3f8 x 2 3/8 x,3/8 GaIv. Steel Angle W/ Anchor
4 1/2 - * for 8* Curb Curb Face
Inlet 1/2* Outlet L I
-t
A I N I M U M 6-4 4*xel ex4* Welded Wire Fabric
Is SLOPE SECTION A- A
STANDARD
SIDEWALK
UNDERDRAIN
CITY OF BAKERSFIELD:l
CALIFORNIA
PIONEMNIG
0 it
"MODIFIED" SID-EWALK UNDERDRAIN
STREET IMPROVEMENTS: TREE STREET CUL-DE-SACS:
File Name: Beoch St Final.dwg Drown: LRR 6.1-1779 PHASE III BEECH STREET
PUBLIC WORKS DEPARTMENT Job No.: 239-16-01 Design: LRR
Date: 214115 Checked 6 DGW IMPROVEMENT PLANS
N.T.S.
N
o. 3
OF
4
SHEETS
EXISTING GRADE
XXX.XX
— DESIGN GRADE
E
— FLOWLINE
G. B.
— GRADE BREAK
GTD
— GRADE TO DRAIN
H. P,
— HIGH POINT
P.R.0
— POINT OF REVERSE CURVATURE
A.0
— ASPHALTIC CONCRETE
A,B
— AGGREGATE BASE
R
— RADIUS
MUTCD
— MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
+ X.XX%
— DIRECTION 7o SLOPE OF DRAINAGE
— FINISH GROUND CONTOUR
— EXISTING CONTOUR
— BENCHMARK
— FIRE HYDRANT
o
— POWER POLE
— LIGHT POLE TO BE RELOCATED
— SIGN (SINGLE POLE)
Us
— SANITARY SEWER MANHOLE
— STORM DRAIN MANHOLE
IM
— TELEPHONE PEDESTAL
4&
— WATER VALVE
— VEGETATION
SURVEY NAIL
— WALL
— LIP, CURB & GUTTER
— SAWCUT LINE
— LIMITS OF DEMOLITION
IMPROVEMENTS TO BE REMOVED
PROPOSED A.C. TO BE .20' A.C/0.5' COMP. NATIVE
Alhambra Fewdry Ompany
Na A Mgt®
2 1/2-x n2l 2Fx0"1/4 GWV=Ized
flow Lkw
rl
GENERAL NOTES:
1. All work shown shall conform to the
applicable sections of the specifications
0
entitled, Standard Specifications, State
r TV. of California, Department of Transport -
61 41 _A141
ig
—V--' . k.,PV_,f
FIVIRLI
%6 On, %1"11V11 on.
cob Fow I All concrete shall be Close *A* and
shall be within 2-1/2* to 5-1/20
slump.
3. Subgrade prepamflon shall be const—
ructed true to grade and cross section,
with compaction of 9OX to a depth of
0.50 feet.
4. Existing sidewalk shall be sawcut and
removed at the first scoring line at or
beyond the planned joint. All exposed
surfaces of the sidewalk underdrain
shall match the existing curb, gutter,
and sidewalk surfaces.
5. Expansion joint filler material shall
consist of preformed of a durable,
resilient compound.
6. Dimensions:
I *: go: 5.3*
b— variable
e_ 90*
All dimensions to be approved
A by the engineer.
7. All Inlet modifications shall be
subject to the approval of the City
Engineer.
PL"
3"
F2 1/2" for 6" Curb 2 3f8 x 2 3/8 x,3/8 GaIv. Steel Angle W/ Anchor
4 1/2 - * for 8* Curb Curb Face
Inlet 1/2* Outlet L I
-t
A I N I M U M 6-4 4*xel ex4* Welded Wire Fabric
Is SLOPE SECTION A- A
STANDARD
SIDEWALK
UNDERDRAIN
CITY OF BAKERSFIELD:l
CALIFORNIA
PIONEMNIG
0 it
"MODIFIED" SID-EWALK UNDERDRAIN
STREET IMPROVEMENTS: TREE STREET CUL-DE-SACS:
File Name: Beoch St Final.dwg Drown: LRR 6.1-1779 PHASE III BEECH STREET
PUBLIC WORKS DEPARTMENT Job No.: 239-16-01 Design: LRR
Date: 214115 Checked 6 DGW IMPROVEMENT PLANS
N.T.S.
N
o. 3
OF
4
SHEETS
ti�