HomeMy WebLinkAbout1.1-6543 PH 1 & 2 Record Drawing1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION.
2. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND
ALL UNDERGROUND UTILITIES AND PIPELINES.
3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND
COMPACTED PER CITY STANDARD DETAIL ST -22.
4. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET
RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER.
5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING
THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; 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 THE LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
6. SEE SEWER IMPROVEMENT PLANS FOR STORM DRAIN IMPROVEMENTS AND SPECIFICATIONS.
7. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS
AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD
SPECIFICATIONS.
8. PRIO't TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION
INSPECTTON DEPART�AENT SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049
9. DEWALT CORPORATION SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE
APPROVED IN WRITING BY DEWAL.T CORPORATION.
10. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/
CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY
THE CITY ENGINEER.
11. STAMF AN "S" IN CURB FACE OVER EACH SEWER LATERAL.
12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS
M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS
INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK.
13. AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN 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 RIGHT-OF-WAY AND
INSURANCE AS REQUIRED SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
14. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT EDITION, APPLY
TO THESE PLANS:
ST -1 CURB AND GUTTER ST -12 ALLEY CROSS SECTIONS
ST -3 SIDEWALK ST -13 SURVEY MONUMENT
ST -4 RESIDENTIAL DRIVEWAY ST -14 STANDARD STREET LIGHT
ST -6 PAVEMENT PATCHES T-1 STANDARD STREET SIGN (POST TYPE)
ST -9 STREET SPECIFICATIONS T-19 MISCELLANEOUS SIGN
ST -10 STREET SECTIONS CALTRANS STANDARD HANDICAP RAMPS
ST -11 STREET CROSS SECTIONS
GENERAL NOTES - ASPHALT CONCRETE
7-1. ASPHALT CONCRETE (TYPE "B"). ASPHALT CONCRETE SHALL BE TYPE "A" (MODIFIED) FOR ALL
ARTERIAL AND COLLECTOR STREETS AND TYPE "B" (MODIFIED) FOR LOCAL STREETS AND SHALL
CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE", OF THE STANDARD
SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE "A"
(MODIFIED) OR TYPE "B" (MODIFIED ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS
OF SECTION 39-2.02, "AGGREGATE , OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM,
MEDIUM GRADING.
INSTRUCTION: DELETE "A" IF PROJECT HAS NO DIKES.
BEGIN "A".
AGGREGATE FOR ASPHALT CONCRETE DIKES SHALL CONFORM TO THE REQUIREMENTS FOR 3/8" MAXIMUM
GRADING AS SPECIFIED IN SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS.
END "A".
ASPHALT BINDER FOR TYPE "A" (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY
GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR
TYPE "B" (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS
OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE
REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS", IN SECTION 92-1.02,
"GRADES", OF THE STANDARD SPECIFICATIONS.
THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE AGGREGATE SHALL BE DETERMINED
BY THE CONTRACTOR IN ACCORD. %NCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF
MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED
BY THE ENGINEER.
AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING
FOR THE ENGINEER'S REVIEW AND APPROVAL:
A. A LIST OF AGGREGATE AND ASPHALT SOURCES.
B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK
CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE STANDARD
SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND
SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL
OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR.
C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST
367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED
WITH THE MIX DESIGN, ALONG WTH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN
MIXTURES AS DETERMINED BY ASTM D-2041. THE ASPHALT CONCRETE MIX SHALL MEET THE
REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS AND
THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE
IA_LY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO
SUBSTANI
THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE
ASPHALTT CONCRETE MIX DESIGN.
WHERE NEW ASPHALT CON:,2ETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING
PAVEMENT ShALL BE SAWCUT.
A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE
PLACEMENT 07 ASPHALT CONCRETE; HOWEVER, ALL THE OTHER REQUIREMENTS OF SECTION 39-4.01,
"SUBGRADE", OF THE STANDAR- SPECIFICATIONS SHALL BE MET.
THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC.
CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT
SURFACE BEYOND THE LIMITS OF CONSTRUCTION.
PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER.
INTERSECTION AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER.
ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES,
WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF
NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS.
WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS,
PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK
SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT
LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF
NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE
TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND
RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO
PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER
THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME.
ASPHT.LT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM
THEORETICAL DENSITY AS DETERMINED BY THE ASTM D-2041. IN-PLACE DENSITY SHALL BE
DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375.
IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT, OR
GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE
ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED, AND THAT THE
MATERIALS OR PROCEDURES FOR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE
SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY
ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED
COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED
RANGE THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND
REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS.
CITY OF BAKERSFIELD COUNTY OF KERN CALIFORNIA
TRACT 6543 PFIASES 1 & 2
STREET IMPR(DVEMENT PLANS
GENERAL NOTES - ASPHALT CONCRETE (CONTINUED) i
N T
IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE
TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING
WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, ORj
(3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY ro
THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPERS EXPENSE.
IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE
TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE
GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRADING ARE AT A CONSTANT OFFSET
FROM AND ARE PARALLEL TO THE NEAREST ES LANE LINE OR PAVEMENT EDGE, AND THE
TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND
AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE.
ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH
AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION", OF THE I
STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT 2
SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL EITHER BE ASPHALT
REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER.
INSTRUCTION: DELETE "C" IF YOUR PROJECT DOES NOT HAVE AC IN MEDIANS.
BEGIN "C". 3
THE SUBGRADE BENEATH SURFACING FOR MEDIAN ISLANDS SHALL BE CHEMICALLY TREATED
FOR WEED CONTROL. THE CHEMICAL SHALL BE 2, 6-DICHLOROBENZONITRILE, AND SHALL BE cq
APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND THESE SPECIAL
PROVISIONS. THE RATE OF APPLICATION SHALL BE FOUR (4) OUNCES OF ACTIVE CHEMICAL PER
ONE HUNDRED (100) SQUARE YARDS OF SUBGRADE SURFACE ARE TO BE CHEMICALLY TREATED 4
FOR WEED CONTROL. ASPHALT CONCRETE SHALL BE PLACED OVER THE TREATED SUBGRADE
WITHIN TWO (2) HOURS OF CHEMICAL APPLICATION WHEN THE AIR TEMPERATURE IS HIGHER THAN
50' F. AT AIR TEMPERATURES LOWER THAN 50' F, ASPHALT CONCRETE SHALL BE PLACED ON -
TREATED SUBGRADE WITHIN TEN (10) HOURS OF CHEMICAL APPLICATION. SHOULD A
"WETTABLE POWDER" TYPE CHEMICAL BE USED, A SUITABLE FUGITIVE DYE SHALL BE 5
INCORPORATED IN THE MIXTURE SO THAT THE COVERAGE AND SPREAD RATE MAY BE VERIFIED.
FULL COMPENSATION FOR CHEMICALLY TREATING SOIL AS SPECIFIED IN THIS SECTION WILL BE
CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE YARD FOR PLACE �\
ASPHALT CONCRETE (MISCELLANEOUS AREAS).
END "C".
991
PANORAMA
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3,740
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' PANORAMA DRIVE
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DRIVEWAY APPROACH (6" THICK)
VICINITY
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SIGN R4-7 (KEEP RIGHT)
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M.B. 25, PGS. 9-10
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IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE 6
i
COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 967., THE ASPHALT CONCRETE �!
REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES
MEET THE IN-PLACE DENSITY REQUIREMENT. A, 0 O/ ///'
15
GENERAL NOTES - BASE MATERIAL
TOCRECORDATIONROFT
ATED DRIVE AND COLUMBUS STREET.
FINA4 MAP. ELEVATION USED = 833.885 U.S.G.S. (CITY DATUM)
.:.: I I �r�r J /' / qRy NOT A PART
MAJ T`' ���r>: 1� �(/ TRACT BOUNDARY SHEET INDEX
7 ORCAr ....._`...... \
1. COVER SHEET/GENERAL NOTES
2. PLAN & PROFILE - NORTH
ALLEY
o " 3. PLAN & PROFILE - EAST ALLEY
8 4. PLAN & PROFILE - ZAMORA STREET-_
m 5. PLAN & PROFILE PANORAMA DRIVE & CRESCENT DRIVE
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DRIVEWAY LOCATIONS
I I I ---PHASE 1
9 e y \ I BOUNpARY _. .
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TURNAROUND TO BE
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IV
BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS Q� 16 / J��
2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 29 OF THE STATE STANDARD SPECIFICATIONS, r /
LATEST EDITION; HOWEVER NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL
TO LOCAL ROADS SHALL
OF BE E EITHER GCL OK /
IN B OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING , T,QgCT // \�\ 45 47
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QUANTITIES 8 (d�
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QUANTITY
ITEM
PAVEMENT:
0.20' AC / 0.33' AB PAVEMENT
17,112
S.F.
0.20' AC / 0.33' AB PAVEMENT
3,740
S.F.
0.50' COMPACTED SUBGRADE
20,852
S.F.
DRIVEWAY APPROACH (6" THICK)
719
S.F.
9500 -LUMEN STREET LIGHT
1
EA.
5800 -LUMEN STREET LIGHT
-
EA.
SAWCUTTING
298
L.F.
SIGN R4-7 (KEEP RIGHT)
-
E. A.
R/W
55'
44 f 11 f
VARIES VARIES
8.5' to 10' 34' TO 35.5'
1%�
2q 11/4 /1
- S.F.
- S.F.
- S.F.
123 S.F.
- EA.
1 EA.
110 L.F.
2 E. A.
PAD
25'
\-EXISTING 5' SIDEWALK
EXIS77NG PAVEMENT
EXISTING 8" CURB AND GUTTER
STREET TO BE RE -CONSTRUCTED WHERE
REQUIRED AS DIRECTED BY CITY ENGINEER
rATYPICAL SECTION - PANORAMA DRIVE
J STA. 16+20.25 to STA. 19+77.17
STREET NAME T.I. ALU THICKNESS FT
AC I AB I NG
PANORAMA DRIVE 18.001 21 10.45'11.05'10.50'
SEE MASONRY
WALL PLANS -
FOR WALL DETAILS
2'
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10' 10'
f
N.T.S.
SEE MASONRY
WALL PLANS
FOR WALL DETAILS
2'
FINISHED PAD
ALLEY TO BE CONSTRUCTED PER
C.O.B. DETAIL SF -7, ST -10, ST -12
B TYPICAL SECTION
RESIDENTIAL ALLEY (NORTH) N.T.S.
R- THICKNESS
STREET NAME FT
T.I. ALU AC I AB NG
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SIGN CODES
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EXIS77NG WALL TO REM ITN
(DO NOT DISTUPB) f0 15 SEE MASONRY
WALL PLANS
EX7S77NG FOR WALL DETAILS
TRACT 2'
EXIS77NG GROUI!
2: 1 MAX. SLOPE
- _
FINISHED FAD
'I
ALLEY TO BE CONSTRUCTED PER
C.O.B. DETAIL SI -7, ST -10, ST -12
C TYPICAL SECTION
1 RESIDENTIAL ALLEY (EAST) N.T.S.
STREET NAME T.I.
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ALU AC
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RESIDENTIAL ALLEY 13.001
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ALLEY TO 9E CONSTRUCTED PER
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rD TYPICAL SECTION
RESIDENTIAL ALLEY (EAST) N.T.S.
STREET NAME T.I. ALU THICKNESS FT
AC AB NG
RESIDENTIAL ALLEY 3.00 21 0.20'10.35'10.50'
DEWALT CORPORATION
1930 22nd STREET
BAKERSFIELD, CA. 93301
(661) 323-4600
OWNER / DEVELOPER
4200 PANORAMA LLC
15490 VENTURA BLVD., SUITE 210
SHERMAN OAKS, CA. 91403
(818) 905-2430
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIL;TY PIPES OR
STRUCTURES SHOWN ON THESE FLANS ARE OBTAINED BY A SEARCH OF
THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE
NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF
RECORD OR NOT SHOWN ON THIS DRAWING.
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF ANY SUCH INFORMATION OR DATA.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO `NORKING
DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER
MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND Bl -LIEF
COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND
DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQJIREMENTS OF
THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES,
STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION
SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON
CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
L.-ALBERTO LOPEZ
REVIEWED BY:
li.
R.C.E. 67 EXP. 06/30/07 DATE
$TANT PUBLIC WORKS DIRECTOR
APPROVED BY:
DATE
RAUL M. ROJAS, F'..C.E. 39880, EXP. 12-31-07 DATE
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
RF -WED BY:
CITY TRAFFIC EWGINEER D E
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O CONSTRUCT TYPE "C" "ROLL TOP" CURB AND GUTTER PER C.O.B. STD. ST -1
WITH 4.50' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3
0 CONSTRUCT TYPE "C" "ROLL TOP" CURB AND GUTTER PER C.O.B. STD. ST -1
Q3 CONSTRUCT RESIDENTIAL ALLEY PER C.O.B. STD. ST -10, AND ST -12
® CONSTRUCT HANDICAP RAMPS PER CALTRANS STD. RSP A88A
O CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. ST -13
® EXISTING SURVEY MONUMENT ENCASEMENT
-D— INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14
-o— INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14
a INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19 (TYPE AS NOTED)
INSTALL STREET NAME SIGN PER C.O.B. STD. T-1
f�?�l TEMPORARY TURNAROUND TO BE VACATED CONCURRENT
TO RECORDATION OF FINAL MAP
SAWCUT, REMOVE, AND REPLACE EXISTING PAVEMENT AS
DIRECTED BY CITY ENGINEER.
EXISTING PAVEMENT
—6"S— PROPOSED SEWER LINE (SIZE AS NOTED)
OO PROPOSED SEWER MANHOLE
DRAINAGE FLOW DIRECTION
( ) EXIST ELEVATION
PROPOSED MASONRY WALL
EXISTING FINCE
APPROVED BY:
11 [,14 / I
DATE
D-4 L-4 V09
APPROVED BY: DANIEL PADILLA RCE 67008 (EXP 9/30/2018)
REVISED ALLEY STREET IMPROVEMENTS
DATE
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EXISTING IM, 8, 5- Prs, JJ 10
CRESCENT DRIVE
i 5 I I 4 3
10 l I I I
Mill
I II I I
' I I EXIS77NG PAVEMENT TO BE REMOVED AND
In ( REPLACED AS REQUIRED BY CITY ENGINEER. EXIS G FAN
III—III—I
C2
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R=500.00'
WE MASONRY
T=96.96'
T=11.37'
MOTES:
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I0 2. 1 MAX. SLOPE—III—I — RESIDENTIAL ALLEY (NORTH) N.T`.;.
L------------------ J
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STREET NAME T.I. VALUE THICKNESS
AC I AB I NGG
RESIDENTIAL ALLEY 13,001 21 10.20'1035'1090'
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t 50.00' VC I 50.00' VC
PW STA = 15+78 ; PW STA = 16+83.08
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-=TTI ; I ISI I I I i Ti=1 11=1 i =1 I I_I I L -I I IJ I �I I HT_ I� n -I n -I I I — -
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F111=II.I=_ � III=
WALL NOTE: G TYPII�AL SECTI01� I o.20' T"!K. AC PAVING
ANY COVERED WEEP HOLES CAUSED — RESIDENTIAL ALLEY (EAST) N.T.S. I I—III-02.•1 MAX. SLOPE
BY NEW ALLEY PAVING SHALL BE STA. 18+77.55 19-+-53.75 L— — — — — — — — — — — — — — — — —
REPLACED AS DIRECTED BY THE CITY R_ THICKNESS (FT)
INSPECTOR IN THE FIELD. STREET NAME T. 1. VALUE Ac AB I NG
RESIDENT AL ALLEY 13.001 21 10.20'1015'1050'
0.20' TYPE "B" ASPHALT CONCRETE OVER
0.33' BASE MATERIAL OVER
0.50' NATIVE AT 95% MAX. REL. DENSITY
EAS T ALLEN
PILk'T I
TURNAROUND TO BE VACATED
EXISTING PAVEMENT
TO BE REMOVED WI771
GRADING OPERA7701VS
EMERGENCY ACCESS
t l ,d W1 TH GA IES
IDEN nCAL POR ®
STA' /
SEE 5� 16+83 08
O
' EXIST.
OCK WALL
NOTES:
1. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE
NOTED AS FLOWLINE STATIONING.
CENTERLINE CURVE DATA
Cl C2 C3
X3939'37' b-4B*54 45' 6--4,154,58-
R=25.00' R=2500' R=25 00'
T=9.10' T=11.37' T=11.,f7'
L=17.54' L=21.34' L=2'.34'
ii
NORM ALLEY
SEE SHEET 2A
.>v9s�`9 s $mss
T TA.,. 19+50.57
V
STA.= 19+5J.75, FL -PW
x�� �•
STA.= 19+32.40, BC -FL
'rs TRACT — -
\s BOUNDARY
STA.= 18+75.00, FL -GB
TRACT \
MWARY ,l1
/ FIA, R 1
EX. BLOCK
WALL
L 1 lmv ESS/ON9
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T. l Fti
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0_1� C64410
* Exp. 6-30-19
JJ r /n_ \�
qlF CAO
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20 40 80
( IN FEET )
Harz. 1 inch = 410 ft.
Vert. 1 inch = 4 ft.
10 11 12 13 14 15 16 17 18 19 20
VER C �i TO BE ". - r V VER URS T Y — f
L CUR L 0 BE
.,STAKED AT 1250' INTERVALS STAKED AT 1 .50' INTERVAL
50. ob' VC 50. , VC €
PVI STA 'r-- 17+50 PVI STA = 19+53.75
PW ,, ' _..__.-W.�.................. ........_..._.. _ W. ....._......- . PN„ELEV f- B35 47 ............... -- m®�ivvv4-��-L/ �-- _-5.17X� .
EL-
' n POVC ELEVf = 8.35.37 - POVV _. V _ 8,38 93 V `i1 J4/ 1 8 A.D. = 1.55 A.D.
APPROVED BY: DATELQ
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W 0.l 's
II EXISRING PAVEMENT TO BE ", OWED AND _ PROPOSED FLOWL/NE PROFILE
4.1 O r) W REPLACED AS REQUIRED BY CITY ENGINEER. MATCI
t
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1832 ExisnipG 832
...................... 3
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PROPOSED NORM ALLEY
I Q FLOWLiNE PROFILE
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INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19 (TYPE AS NOTED)
STA. 16+29.05
TO 18+77.55
-�
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SEE MASONRY
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r I FINISHED PAD
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- el4.0.1' MAX. I I I 4.O.X MAX. 1 11 1 4' MIN. FOOnNG COVER I I ---
FlNlSHEG PAD = -1I I II SEE DETAIL I 20,t MIN.
-=TTI ; I ISI I I I i Ti=1 11=1 i =1 I I_I I L -I I IJ I �I I HT_ I� n -I n -I I I — -
L- _ - _J 4.OX MAX. I =
ALLEY TO BE CONSIRUCTEO PER — -
C.O.B.DETAIL ST -7, 54,=10, ST -12 _ -
F111=II.I=_ � III=
WALL NOTE: G TYPII�AL SECTI01� I o.20' T"!K. AC PAVING
ANY COVERED WEEP HOLES CAUSED — RESIDENTIAL ALLEY (EAST) N.T.S. I I—III-02.•1 MAX. SLOPE
BY NEW ALLEY PAVING SHALL BE STA. 18+77.55 19-+-53.75 L— — — — — — — — — — — — — — — — —
REPLACED AS DIRECTED BY THE CITY R_ THICKNESS (FT)
INSPECTOR IN THE FIELD. STREET NAME T. 1. VALUE Ac AB I NG
RESIDENT AL ALLEY 13.001 21 10.20'1015'1050'
0.20' TYPE "B" ASPHALT CONCRETE OVER
0.33' BASE MATERIAL OVER
0.50' NATIVE AT 95% MAX. REL. DENSITY
EAS T ALLEN
PILk'T I
TURNAROUND TO BE VACATED
EXISTING PAVEMENT
TO BE REMOVED WI771
GRADING OPERA7701VS
EMERGENCY ACCESS
t l ,d W1 TH GA IES
IDEN nCAL POR ®
STA' /
SEE 5� 16+83 08
O
' EXIST.
OCK WALL
NOTES:
1. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE
NOTED AS FLOWLINE STATIONING.
CENTERLINE CURVE DATA
Cl C2 C3
X3939'37' b-4B*54 45' 6--4,154,58-
R=25.00' R=2500' R=25 00'
T=9.10' T=11.37' T=11.,f7'
L=17.54' L=21.34' L=2'.34'
ii
NORM ALLEY
SEE SHEET 2A
.>v9s�`9 s $mss
T TA.,. 19+50.57
V
STA.= 19+5J.75, FL -PW
x�� �•
STA.= 19+32.40, BC -FL
'rs TRACT — -
\s BOUNDARY
STA.= 18+75.00, FL -GB
TRACT \
MWARY ,l1
/ FIA, R 1
EX. BLOCK
WALL
L 1 lmv ESS/ON9
� PEI_
T. l Fti
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0_1� C64410
* Exp. 6-30-19
JJ r /n_ \�
qlF CAO
�s j /
20 40 80
( IN FEET )
Harz. 1 inch = 410 ft.
Vert. 1 inch = 4 ft.
10 11 12 13 14 15 16 17 18 19 20
VER C �i TO BE ". - r V VER URS T Y — f
L CUR L 0 BE
.,STAKED AT 1250' INTERVALS STAKED AT 1 .50' INTERVAL
50. ob' VC 50. , VC €
PVI STA 'r-- 17+50 PVI STA = 19+53.75
PW ,, ' _..__.-W.�.................. ........_..._.. _ W. ....._......- . PN„ELEV f- B35 47 ............... -- m®�ivvv4-��-L/ �-- _-5.17X� .
EL-
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II EXISRING PAVEMENT TO BE ", OWED AND _ PROPOSED FLOWL/NE PROFILE
4.1 O r) W REPLACED AS REQUIRED BY CITY ENGINEER. MATCI
t
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1832 ExisnipG 832
...................... 3
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Q2 CONSTRUCT TYPE "C" "ROLL TOP" CURB AND GUTTER PER C.O.B. STD. ST -1
03 CONSTRUCT RESIDENTIAL ALLEY PER C.O.B. STD. ST -10, AND ST -12
® CONSTRUCT HANDICAP RAMP PER CALTRANS STD. RSP A88A, SAWCUT, REMOVE,
AND REPLACE EXISTING CONCRETE AS DIRECTED BY CITY ENGINEER.
I] CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. ST -13
O EXISTING SURVEY MONUMENT ENCASEMENT
-<Z)- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14
=
INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19 (TYPE AS NOTED)
C3
C4
+
INSTALL STREET NAME SIGN PER C.O.B. STD. T-1
A=3517357'
A=88'0643'
A=4135'18'
TEMPORARY TURNAROUND TO BE VACATED CONCURRENT
R=321.37'
R=25.00'
R=34.00'
TO RECORDATION OF FINAL MAP
R=307.35'
T=9.96'
T=7.90'
T=32.90'
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L=19.91'
SAWCUT, REMOVE, AND REPLACE EXISTING PAVEMENT AS
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L=73.18'
DIRECTED BY CITY ENGINEER.
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DRAINAGE FLOW DIRECTION
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EXIST ELEVATION
LSA
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� ZAMORA STREET
& CRESCENT DRIVE
CTA — 1 (li A Q (la C
Snl�:`�
STA.= 11+25.85 E.
EC
FUT JRr L OTS
r R Frlr': S E
BOUNDARY
FUTUML LOTS
CRESCSHEET 5
SEE
0.20' TYPE "B" ASPHALT CONCRETE OVER
0.60' BASE MATERIAL OVER
0.50' NATIVE AT 95% MAX. REL. DENSITY
Z"ORA STREET
FI. STA = 10+88.14 EC
3.37 LT
FL STA 10+68.13 EC
3.37 LT.
FL STA = 10+68.13 EC
J37 RT.
FL STA = 10+88..4 EC/
FL. STA = 11+11.51 EC
3.37 L T.
FL STA = 11+2585 EC
3.37 LT
11+00
t4-7 FL STA = 11+2585 EC
.i 37 RT.
FL STA = 11+11.51 EC
3.37 RT. 37 RT.
MEDIAN DETAIL
SCALE. 1" = 40'
FLOW -INE CURVE DATA
Cl
C2
C3
C4
C5
A=03;33'02'
A=3517357'
A=88'0643'
A=4135'18'
A=1338:30'
R=321.37'
R=25.00'
R=34.00'
R=25.00'
R=307.35'
T=9.96'
T=7.90'
T=32.90'
T=9.49'
T=36.76'
L=19.91'
L=15.30'
L=52.29'
L=18.15'
L=73.18'
CENTF_RUNE CURVE DATA
C6
A=1451'27'
R=300.00'
T=39.12'
L=77.79'
NOTES.
1. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE
NOTED AS FLOWLINE STATIONING.
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