HomeMy WebLinkAbout1.4-6802 Ph 1 & 2REVIEWED BY:
TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE
REVIEWED BY:
ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE
APPROVED BY:
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
NICOLAS C. FIDLER, R.C.E. 61069
DATE
BENCHMARK USED:
TOP OF BRASS CAP IN LAMPHOLE AT THE INTERSECTION OF
IDLEROCK AVENUE AND JEWELSTONE STREET PER TRACT 5944 -5
ELEVATION =343.80 (U.S.G.S. DATUM)
BENCHMARK SET:
TOP OF BRASS CAP IN LAMPHOLE AT THE INTERSECTION OF
IRONROCK AVENUE AND AKERS ROAD.
ELEVATION= 347.80 (U.S.G.S. DATUM)
McKEE ROAD
\
I
KATIE ELDER
�
OCEANROCK AV GREENROCK AV
C UR
I
If w�
OC ANROCK AV TRAILROCK AV
COGBURN
I
COURT
Izl
F-
0 IRONROCK AV
LASSO
LONEROCK AV z
COURT
I
0
1
°¢
�;
SIERRA MADRE
a
0
IDLEROCK AV W
o AVENUE
J
¢
z
J
U)
U)
m
;E
W
Y -N-
PROJECTOI/
SITE
TAFT HIGHWAY
VICINITY MAP
NO SCALE
•
PHASES 1 &2
BAKERSFIELD, CALIFORNIA
GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF
BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO.
THESE DOCUMENTS SHALL BE MADE A PART HEREOF.
2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN
ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA,
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006. THESE
STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND
THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE.
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF
CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET
RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN
APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET
RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR
PRIOR TO ISSUANCE OF A PERMIT.
4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY
CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE
SECTION MAY BE NOTIFIED AT (661) 326 -3049.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT
THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS
ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER &
ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS.
6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR
OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT
(U.S.A.: 1- 800 - 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO
ANY CONSTRUCTION OR EXCAVATION.
7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S
EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE
RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY
PRIOR TO ANY FURTHER WORK.
9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND
SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE
REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED
AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION
WILL BE ALLOWED FOR SUCH CORRECTION.
11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR
OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER
OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF
ENGINEER IN RESPONSIBLE CHARGE.
12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING
EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION
PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND
THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM
THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND
SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL
SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO
FILING HIS BID PRICE FOR THE PROJECT.
14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE
APPROVED IN WRITING BY PORTER & ASSOCIATES, INC.
15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL
RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
16. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY,
THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE
CITY PARKS DEPARTMENT 48 HOURS NOTICE.
17. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST
EDITION, AND STANDARDS PERTAINING THERETO, AND THE GEOTECHNICAL INVESTIGATION
PREPARED BY KRAZAN & ASSOCIATES, INC. KA PROJECT NO. 022 - 12119, DATED DECEMBER 21,
2012 AND ANY ADDENDA THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF.
ABBREVIATIONS TABLE
- = THIS SHEET
AP = ANGLE POINT
BC = BEGIN CURVE
CL = CENTERLINE
CONC = CONCRETE
CONST = CONSTRUCTION
EC = END CURVE
FTG = FOOTING
GB = GRADE BREAK
LS = LANDSCAPE
R/W = RIGHT OF WAY
TOF = TOP OF FOOTING
CTR = CENTER
TOW = TOP OF WALL
RETG = RETAINING
MAX = MAXIMUM
MIN = MINIMUM
CLR = CLEAR
WL = WALL STATION
HDPE = HIGH DENSITY POLYEHTYLENE
MATERIALS LIST
ESTIMATED QUANTITIES FOR PLAN
CHECK AND INSPECTION FEE CALCULATIONS.
NOT TO BE USED FOR BIDDING PURPOSES.
8' -8" WALL 12 LF
8' -0" WALL 194 LF
7' -4" WALL 613 LF
6' -8" WALL 118 LF
SHEET No. INDEX
01 TITLE SHEET
OS NOTES— TYPICAL WALL DETAILS
03 AKERS ROAD
LEGEND
QX SHEET INDEX NUMBER
PROPOSED BLOCK WALL
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
DIAL TOLL FREE 1-800- 227 -2600
AT 'EAST TWO DAYS BEFORE YOU DIG
I I
I I
COAL ROCK
I
I
- —I
I
DIAMOND ROCK
COPPERSTONE
STREET
I I I Ijl
COURT - - GABBRO COURT -
I I
12 13 14 15 �16 T171 19 F20 21 22
i
JI- - IL_ - i I
I I ! I I I I
I I I I I
I I I I I I I I I I I I
ROLLING ROCK AVENUE
rm
-"- KEY MAP-
SCALE: 1' =200'
U
'nt wOco
J
�iw 0 a ~ (� o ww ¢
zUcnw W
Uw) m W N w¢ H o
w =¢ z F z W w� 0
Q cJ) — zO� >mcQ
oW W R O
Z
wof
W 20�¢ZtnU�w
O 0 H 0 � 0 Lt
=G�Szz0,0w3:
O w L �
¢ 0 a O Q of H= z
zz��c��zo�Ow
¢ of 0 w 00 ¢ m
w w ow w m Z3: 0
z ao-zz00
2-:5 J �O
W w � j
CONSTRUCTION NOTES• LEGEND
ALL STATIONS AND OFFSETS ARE TO BACK OF WALL
(LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS
OTHERWISE NOTED.
ALL PROFILE STATIONING IS BASED ON CENTERLINE
DATA UNLESS OTHERWISE NOTED.
STEP IN WALL TO OCCUR AT PILASTER.
FUTURE IMPROVEMENTS
OTHERS) -
�- T 504.55'51 E
LINE OF SIGH
-- — — — — — — — — — — — — — — — — — — — — —
i
I
358......
356......,
354* ......
352:......
350.......
348.......
346:......
344:...:..
00—JeJ 00 —J
Q Q
am
d-- *3 Nit
O
O+O dam' Q ob Z
Z w
00
0
00
-J
co
co co
c
- = THIS SHEET
AP = ANGLE POINT
BC = BEGIN CURVE
CL = CENTERLINE
CONC = CONCRETE
CONST = CONSTRUCTION
EC = END CURVE
FTG = FOOTING
GB = GRADE BREAK
LS = LANDSCAPE
R/W = RIGHT OF WAY
TOF = TOP OF FOOTING
CTR = CENTER
TOW = TOP OF WALL
RETG = RETAINING
MAX = MAXIMUM
MIN = MINIMUM
CLR = CLEAR
WL = WALL STATION
HDPE = HIGH DENSITY POLYEHTYLENE
00 J 11 1- i J
ERS ROAD
PHASES 1 & 2
M "- I ...
N 3 cV 3 vi u- r- u- t\ 13 �r�j' t~i C I Q t g M co 1
I11 a � � 17 Lo -i
+o +Z +a +� +I +rZ �3 °D3 +Wa `r13 °�` NIA Lo rnlQ uil< N�
�w �IW co N �J NIT-- NN N�W N� 04 Na MF- W) K) rW +0 +Z +a
31m J 3 (n J I �W N N N(n N� cVU) Nw N� � +�J
Q J � �J I � �rij
3 � 3 ?3 Q � �I� Q cn Q (L
.... ........ Q 0- o_
.... Q
.... ...............: .................: ... ..:.� : :..
OW= 354.33 ;
TO
.: - •T4W =35 .67. . . . . . . .. . . . . . . .. _ . . . . . .
TOW= 353.00
TOW= 353.00
.
.. .. ..... : ........ ........
4
3 J
J J 1 Q --
. . . . . . . . . . . . . . .J . . . . . . . . . . . . . . . . . Q. r) i� '
J t. . . . . . . O
Co,
. ' � I • . t� . .
co
o I. eo I Co. . . . . . . . Fjw5H • GROUND PROW.
: :: �. : : : : ET :
(SIRE S /DES
... ...........
FINISH GROUi1l0 PROFILE -
(L 0T S /DES j TLY= 347.67. .
_ = . .. . . . . . . . . r -r — - -'- - - - -:f-,347.00.
_ = TOF= 346.33 f TC r�
TC = _ ==.33 TOF TOF= ,346.3;;
: T0� =345.67:
FINISH GROUND PROF/LE : 'F _ NO PR OFILE :
: (STREET SIDES (LOT SfDE %. 30t
45.00 TOF 45.00 TOF= 45.67 _ - - TOF= 5.57 DES N FLG�! PROFILE
i
30t L:F: . . . . . . . . . . . . . . . . . . - - - - -.- 30f L.F.
�- __. . . . . . .. . . . . . 2 t. F.'
-.- =----- :--- �DESIGNFLOWLINEPROFILE 30f:L.F. . • . ..:.
D B
A
. D
2 B C : __ A g
: D�S/GN aO#flNE PROF/LE 2 - - D g
2 2
....................................... ............................... .: : : : :.... 2 2 2 2 2
+00 18 +00 19 +00 20 +00 21+00 . '
22 +00 23 +00 24 +00 - 25+00
WALL PROFILE
ST LDSC
6" TYPE "B" CURB & GUTTER
W/ 5.5' WIDE SIDEWALK
T SECTION
—7'3F TO SCALE
N -JIJ OJ
�Ni< 3
c�
+ 00 Q (+� Z
N� NW
000 3
ri II�
nl P
Y mwo0z?zz�
U W ww�owz�a'
0 x 2 X 2 o K w z
�-�- oar -c�o�¢
>-
0> o
Q O
— c II
� II
3' II
to
\\
I 550'
EXISTING
CURB & GUTTER
STING CUP= GUTS
I - --
I
0J m
NI3 MIS
00 ,0 N I2- S J
W) Lo `t 3
a
`1 N cD
N Q N lZ
J �I3J
I�3
0_ N
Q
.x .............358
'356
355:00
:354
352
...... 350
__....348
TOF= 347.67
....... 346
A, �. ;
�- - -y- -- 2 -- B ....344
C - u: 2.
26+00 27+ 00 .. ..........
28 +00
� —Z —�
HORIZONTAL- 1 " =40'
VERTICAL- 1 " =2'
R/W = RIGHT OF WAY
TOF = TOP OF FOOTING
CTR = CENTER
TOW = TOP OF WALL
RETG = RETAINING
MAX = MAXIMUM
MIN = MINIMUM
CLR = CLEAR
WL = WALL STATION
HDPE = HIGH DENSITY POLYEHTYLENE
00 J 11 1- i J
ERS ROAD
PHASES 1 & 2
M "- I ...
N 3 cV 3 vi u- r- u- t\ 13 �r�j' t~i C I Q t g M co 1
I11 a � � 17 Lo -i
+o +Z +a +� +I +rZ �3 °D3 +Wa `r13 °�` NIA Lo rnlQ uil< N�
�w �IW co N �J NIT-- NN N�W N� 04 Na MF- W) K) rW +0 +Z +a
31m J 3 (n J I �W N N N(n N� cVU) Nw N� � +�J
Q J � �J I � �rij
3 � 3 ?3 Q � �I� Q cn Q (L
.... ........ Q 0- o_
.... Q
.... ...............: .................: ... ..:.� : :..
OW= 354.33 ;
TO
.: - •T4W =35 .67. . . . . . . .. . . . . . . .. _ . . . . . .
TOW= 353.00
TOW= 353.00
.
.. .. ..... : ........ ........
4
3 J
J J 1 Q --
. . . . . . . . . . . . . . .J . . . . . . . . . . . . . . . . . Q. r) i� '
J t. . . . . . . O
Co,
. ' � I • . t� . .
co
o I. eo I Co. . . . . . . . Fjw5H • GROUND PROW.
: :: �. : : : : ET :
(SIRE S /DES
... ...........
FINISH GROUi1l0 PROFILE -
(L 0T S /DES j TLY= 347.67. .
_ = . .. . . . . . . . . r -r — - -'- - - - -:f-,347.00.
_ = TOF= 346.33 f TC r�
TC = _ ==.33 TOF TOF= ,346.3;;
: T0� =345.67:
FINISH GROUND PROF/LE : 'F _ NO PR OFILE :
: (STREET SIDES (LOT SfDE %. 30t
45.00 TOF 45.00 TOF= 45.67 _ - - TOF= 5.57 DES N FLG�! PROFILE
i
30t L:F: . . . . . . . . . . . . . . . . . . - - - - -.- 30f L.F.
�- __. . . . . . .. . . . . . 2 t. F.'
-.- =----- :--- �DESIGNFLOWLINEPROFILE 30f:L.F. . • . ..:.
D B
A
. D
2 B C : __ A g
: D�S/GN aO#flNE PROF/LE 2 - - D g
2 2
....................................... ............................... .: : : : :.... 2 2 2 2 2
+00 18 +00 19 +00 20 +00 21+00 . '
22 +00 23 +00 24 +00 - 25+00
WALL PROFILE
ST LDSC
6" TYPE "B" CURB & GUTTER
W/ 5.5' WIDE SIDEWALK
T SECTION
—7'3F TO SCALE
N -JIJ OJ
�Ni< 3
c�
+ 00 Q (+� Z
N� NW
000 3
ri II�
nl P
Y mwo0z?zz�
U W ww�owz�a'
0 x 2 X 2 o K w z
�-�- oar -c�o�¢
>-
0> o
Q O
— c II
� II
3' II
to
\\
I 550'
EXISTING
CURB & GUTTER
STING CUP= GUTS
I - --
I
0J m
NI3 MIS
00 ,0 N I2- S J
W) Lo `t 3
a
`1 N cD
N Q N lZ
J �I3J
I�3
0_ N
Q
.x .............358
'356
355:00
:354
352
...... 350
__....348
TOF= 347.67
....... 346
A, �. ;
�- - -y- -- 2 -- B ....344
C - u: 2.
26+00 27+ 00 .. ..........
28 +00
� —Z —�
HORIZONTAL- 1 " =40'
VERTICAL- 1 " =2'
STING CUP= GUTS
I - --
I
0J m
NI3 MIS
00 ,0 N I2- S J
W) Lo `t 3
a
`1 N cD
N Q N lZ
J �I3J
I�3
0_ N
Q
.x .............358
'356
355:00
:354
352
...... 350
__....348
TOF= 347.67
....... 346
A, �. ;
�- - -y- -- 2 -- B ....344
C - u: 2.
26+00 27+ 00 .. ..........
28 +00
� —Z —�
HORIZONTAL- 1 " =40'
VERTICAL- 1 " =2'
'356
355:00
:354
352
...... 350
__....348
TOF= 347.67
....... 346
A, �. ;
�- - -y- -- 2 -- B ....344
C - u: 2.
26+00 27+ 00 .. ..........
28 +00
� —Z —�
HORIZONTAL- 1 " =40'
VERTICAL- 1 " =2'