HomeMy WebLinkAbout1.1-6543 PH 3 Record DrawingMONO— ..
GENERAL NOTES
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. CITY F BAKERSFIELDCOUNTYOF K
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. TRACT �
3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND 6,,)4c -o)
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 CONSTT'UCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS
AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD
SPECIFICATIONS,
8. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION
INSPECTION DEPARTMENT 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 DEWALT 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. STAMP 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 PR;OR 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 REQUIREG 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 T-1 STANDARD STREET SIGN (POST TYPE)
ST -3 SIDEWALK T-19 MISCELLANEOUS SIGN
ST -4 RESIDENTIAL DRIVFWAY
ST -6 PAVEMENT PATCHES CALTRANS A88A (TRUNCATED DOMES)
ST -9 STREET SPECIFICATIONS STANDARD HANDICAP RAMPS
ST -10 STREET SECTIONS
ST -11 STREET CROSS SECTIONS
ST -12 ALLEY CROSS SECTIONS
ST -13 SURVEY MONUMENT
ST -14 STANDARD STREET LIGHT
ST -34 STANDARD STREET KNUCKLE
GENERAL NOTES - ASPHALT CONCRETE
7-1. ASPHALT CONCRETE. 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" (MODIFIEDASPHALT 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", Or THE STANDARD SPECIFICATIONS.
END "A".
ASPHALT BINDER FOR TYPE "A" (MODIFIES) ASPHALT CONCRETE `'HALL 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 L ;:Z�'TED 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 ACCORDANCE 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. LA30RATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED
WITH THE MIX DESIGN, ALONG WITH 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
SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO
THREE (3) YEARS OLD. THE DEVELOPER SHAW_ BEAR ALL COSTS ASSOCIATED WITH THE
ASPHALT C- . ;RETE MIX DESIGN.
WHERE NEW ASPHALT CON(RETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING
PAVEMENT SHALL BE SAWUUT.
A PRIME COAT WILL N01 BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE
PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL THE OTHER REQUIREMENTS OF SECTION 39-4.01,
"SUBGRADE", OF THE STANDARD SPECIFICATICAS 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 T
L CED A 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.
ASPHALT 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 _OT 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.
STREET IMPROVEMENT PLANS
GENERAL NOTES - ASPHALT CONCRETE (CONTINUED)
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, OR
(3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY
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 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
STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT
SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL EITHER BE ASPHALT
REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE c-;!GINEER.
INSTRUCTION: DELETE "C" IF YOUR PROJECT DOES NOT HAVE AC IN MEDIANS.
BEGIN "C".
THE SUBGRADE BENEATH SURFACING FOR MEDIAN ISLANDS SHALL BE CHEMICALLY TREATED
FOR WEED CONTROL. THE CHEMICAL SHALL BE 2, 6-DICHLOROBENZONITRILE, AND SHALL BE
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
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
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".
IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE
COMPA;TION 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.
GENERAL NOTES - BASE MATERIAL
13A5E MAIERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS
2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 29 OF THE STATE STANDARD SPECIFICATIONS,
LATEST EDITION; HOWEVER NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL
IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING
TO SECTION 200-2.4 OF THE "GREENBOOK."
QUANTITIES
STREETS
ITEM
PAVEMENT STREETS):
QUANTITY
(PRIVATE
0.20' AC / 0.60' AB PAVEMENT
37,527
S.F.
0.50' COMPACTED SUBGRADE
PAVEMENT ACCESS):
37,527
S.F.
(SECONDARY
0.20' AC / 0.40' AB PAVEMENT
2,204
S.F.
0.50' COMPACTED SUBGRADE
2,204
S.F.
TYPE "C" ROLL TOP CURB & GUTTER
1,800
L.F.
TYPE "M" MEDIAN CURB
42
-.F.
4.5' WIDE COMBINATION SIDEWALK (4" THICK)
4,561
S.F.
SURVEY MONUMENT ENCASEMENTS
3
EA.
5800 -LUMEN STREET LIGHT
5
EA.
SAWCUTTING
NOTE:
35
L.F.
SIGN NUMBERS ARE FEDERAL CODES UNLESS
OTHERWISE INDICATED
BY (CA).
(CA) INDICATES CALIFORNIA CODES
5 4
PAD
R
25' /W
FL
2'
1/4"
PER FT.
0.50' TO GRADE -
GRADE LINE FROM It
S
STREET NAME
R-
T.I. VALUE
THICKNESS FT
AC AB NG
ZAMORA STREET
4.50 21
0.20' 0.60' 0.50'
COSTA DEL SOL LANE
4.50 21
0.20' 0.60' 0.50'
MAJORCA STREET
4.50 21
0.20' 0.60' 0.50'
S
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5 6 Py'�Sf d TOP OF MONUMENT AT THE CENTERLINE INTERSECTION OF PANORAMA
7 NOT A PART DRIVE AND COLUMBUS STREET.
TRACT E30UNDARY ELEVATION USED = 833.885 U.S.G.S. (CITY DATUM)
m :- , II >- 2 �, 8 \, SHEET INDEX
II Q 1. COVER SHEET/GENERAL NOTES
4 II 8 0 "j 2. PLAN & PROFILE - MAJORCA STREET
3. PLAN & PROFILE - COSTA DEL SOL LANE
m 27 26 25 24 �/ 9 h4' ,Q�Q 4. PLAN & PROFILE - ZAMORA STREET
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10,_- ENGINEER
DEWALT CORPORATION
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1- 21 l
BAKERSFIELD, STREET
ERSFIELD CA.93301
TRACT BOUNDARjY 2:. O 3 �
6 //� Hq / 12 (661) 323-4600
Ir /23 / TURNAROUND TO BE �Q '
VACATED NTH PHASE 1 , J Q
�� ' �� EXISTING \ R'�I O�j STREET PLANS. �O /
15 ,%; PHASE 2 4 s o' 13 OWNER / DEVELOPER
A 4200 PANORAMA LLC
,�, ^� \ 4; ' 15490 VENTURA BLVD., SUITE 210
�6 16 / %%/ `�� 20 \� 14 �,� ,`�SHERMAN OAKS, CA. 91403
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19 / (818) 905-2430
18 495
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17 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
4Ry 16 �/ L� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY r'IPES OR
$/0 �qg STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED 13Y A >EARCH OF
/ \ 70 ACS g\
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\L4�v. NOT A PART
NORTH
INDEX MAP
1 "=100'
INDEX MAP LEGEND
DIRECTION OF DRAINAGE
SHEET NUMBER
20' PRIVATE STREET 25' PRIVATE STREET /W 25' _ !
19' 19' 1 6.0'
5.5' 0.5'
* SLOPE FROM HIGHEST 2, PAD
GUTTER 1/4"
*2 % *2 % 1 PER FT.
..................
4.5' WIDE COMB/NATION TYPE SIDEWALK
LTYPE"B"'
ASPHALT CONCRETE
PER C.O.B. STD. S-3 (TYP.)
CL -2 AGGREGATE BASE CONSTRUCT TYPE "C" ROLL TOP CURB AND GUTTER PER CITY OF
NATURAL GROUND COMPACTED TO 95% MAX. DENS TY BAKERSFIELD STANDARD DETAIL ST -1 COMPACT UNDER CURB AND
GUTTER 6" MIN. TO 95% (TYP.)
NOTE: MAXIMUM CROSS FALL TO LOW GUTTER SHALL BE 0.50'
A TYPICAL SECTION - 40' R/W
1 N.T.S.
/ THE AVAILABLE RECORDS. TO THE BEST OF OUR KNONI_EDGE THERE ARE
NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MA=.
/ 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 WORKING
' 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 BELIEF
COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND
DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF
THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
pp,OEES,�/Cj }
BTO �'I�IF AN" ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES,
STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION
SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON
°C No.Cos76i�' �1i CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
Exp. =0 _ 1
cl
OFCAL�Ft�/
BERTO LOPEZ R.C.E. 67602 EXP. 06/30/07 D t. TE
REVIEWED BY:
PLAN
CORRECTIONS BY: -_--S
DATE -__S -
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CITY TRAFFIC ENGINEER DATE
ANT PUBLIC WORKS DIRECTOR
APPROVED BY:
- z /. C>6
DATE
RAUL M. ROJAS, R.C.E. 39880, EXP. 12-31-07 DATE
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
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TRACT NO. 3513,
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EAST, M.D.B.&M., IN THE CITY OF BAKERSFIELD,
COUNTY OF KERN,
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VACATED WITH PHASE 1
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5 6 Py'�Sf d TOP OF MONUMENT AT THE CENTERLINE INTERSECTION OF PANORAMA
7 NOT A PART DRIVE AND COLUMBUS STREET.
TRACT E30UNDARY ELEVATION USED = 833.885 U.S.G.S. (CITY DATUM)
m :- , II >- 2 �, 8 \, SHEET INDEX
II Q 1. COVER SHEET/GENERAL NOTES
4 II 8 0 "j 2. PLAN & PROFILE - MAJORCA STREET
3. PLAN & PROFILE - COSTA DEL SOL LANE
m 27 26 25 24 �/ 9 h4' ,Q�Q 4. PLAN & PROFILE - ZAMORA STREET
Q
10,_- ENGINEER
DEWALT CORPORATION
O,11 /
1- 21 l
BAKERSFIELD, STREET
ERSFIELD CA.93301
TRACT BOUNDARjY 2:. O 3 �
6 //� Hq / 12 (661) 323-4600
Ir /23 / TURNAROUND TO BE �Q '
VACATED NTH PHASE 1 , J Q
�� ' �� EXISTING \ R'�I O�j STREET PLANS. �O /
15 ,%; PHASE 2 4 s o' 13 OWNER / DEVELOPER
A 4200 PANORAMA LLC
,�, ^� \ 4; ' 15490 VENTURA BLVD., SUITE 210
�6 16 / %%/ `�� 20 \� 14 �,� ,`�SHERMAN OAKS, CA. 91403
�
19 / (818) 905-2430
18 495
4cT 15 / J4
17 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
4Ry 16 �/ L� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY r'IPES OR
$/0 �qg STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED 13Y A >EARCH OF
/ \ 70 ACS g\
\CiyjQ�s" 77 ,
\L4�v. NOT A PART
NORTH
INDEX MAP
1 "=100'
INDEX MAP LEGEND
DIRECTION OF DRAINAGE
SHEET NUMBER
20' PRIVATE STREET 25' PRIVATE STREET /W 25' _ !
19' 19' 1 6.0'
5.5' 0.5'
* SLOPE FROM HIGHEST 2, PAD
GUTTER 1/4"
*2 % *2 % 1 PER FT.
..................
4.5' WIDE COMB/NATION TYPE SIDEWALK
LTYPE"B"'
ASPHALT CONCRETE
PER C.O.B. STD. S-3 (TYP.)
CL -2 AGGREGATE BASE CONSTRUCT TYPE "C" ROLL TOP CURB AND GUTTER PER CITY OF
NATURAL GROUND COMPACTED TO 95% MAX. DENS TY BAKERSFIELD STANDARD DETAIL ST -1 COMPACT UNDER CURB AND
GUTTER 6" MIN. TO 95% (TYP.)
NOTE: MAXIMUM CROSS FALL TO LOW GUTTER SHALL BE 0.50'
A TYPICAL SECTION - 40' R/W
1 N.T.S.
/ THE AVAILABLE RECORDS. TO THE BEST OF OUR KNONI_EDGE THERE ARE
NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MA=.
/ 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 WORKING
' 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 BELIEF
COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND
DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF
THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
pp,OEES,�/Cj }
BTO �'I�IF AN" ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES,
STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION
SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON
°C No.Cos76i�' �1i CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
Exp. =0 _ 1
cl
OFCAL�Ft�/
BERTO LOPEZ R.C.E. 67602 EXP. 06/30/07 D t. TE
REVIEWED BY:
PLAN
CORRECTIONS BY: -_--S
DATE -__S -
fkz
Q
CITY TRAFFIC ENGINEER DATE
ANT PUBLIC WORKS DIRECTOR
APPROVED BY:
- z /. C>6
DATE
RAUL M. ROJAS, R.C.E. 39880, EXP. 12-31-07 DATE
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
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NOTES:
O CONSTRUCT TYPE "C" "ROLL TOP" CURB AND GUTTER PER C.O.B. STD. ST -1 1. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE
WITH 4.50' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -3. NOTED AS FLOWLINE STATIONING.
Q2 CONSTRUCT TYPE "C" "ROLL TOP" CURB AND GUTTER PER C.O.B. STD. ST -1
CONSTRUCT STD. SURVEY MONUMENT ENCASEMENTEl RE
PER C.O.B. STD. ST -13. ,�, w
O EXISTING SURVEY MONUMENT ENCASEMENT N o ,, + u 7
INSTALL STREET NAME SIGN PER C.O.B. STD. T-1 °O °p J FLOWLfNE CURVE DATA _
METRO" 'I + o J n oma, t Q N Cl C2 C3 C4 C5 C6 C7 C8 CS
INSTALL "METRO STREET NAME SIGN PER C.O.B. STD. T-1 �� Q o- $ v, 66 A=2721650' A=4350'25' A=•48:39'45' A=087752' 6=1241101" A=2351'16' A=128'75'10' A--103'O3'O1' A=26'O3'50'
VE
%% II II c j ri II kph STA.= 12+62.72 E. R=42.00' R=33.00' R=33.00' R=664.00' R=626.00' R=36.00' R=82.00' R=32.00' R=36.00'
INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19 (TYPE AS NOTED)Q d R/IV T=40.48' T=13.28' T=14.92' T=49.14' T=69.57' T=7.60' T=168.45' T=40.27 T=6.33'
STA.= 13+64.58 N. ,
-� INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14. SSP MAJORCA COURT L=199.47' L=25.25 L=28.03' L=98.09 L=138.58' L=14.99 L=183.31' L=57.55' L=16.38'
STA.= 10+00.00
-<E>-INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14. MAJORCA COURT 1 C4 _ C6 �` &COSTA DEL SOL LANE
-6"S- PROPOSED SEWER LINE (SIZE AS NOTED) C2 N
� 11+00 X2370'15' i R=645' 12+00 8
OS PROPOSED SEWER MANHOLE - -4- T=133.21 L=262.72'+� -
DRAINAGE FLOW DIRECTION R� - 2 /
Q
" C5
PROPOSED FIRE HYDRANT LOCATION SL31466
EXISTING PAVEMENT STA•= 9+26.08 2 G� R/W w 9
FL )G8 EXIST ELEVATION � � '' '� D i EMERGENCY ACCESS WITH
PROPOSED MASONRY WALL �� + CA TES SEE DETAIL Co
12" LIMIT LINE USING THERMOPLASTIC PAINT PER CAL TRANS a �� 2 4 �,' Q DIIRGENCY ACCESS TO BE
STANDARD SPECIFICATION 8010-21C-19 oho �� v m d G� D!'L1/CA IED TO CITY OF BAKERSfTEUJ„h� cn ^_ m `� 2. p,� O(UI ON FINAL MAP RECORDATION
to M
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1' ��,' 1 BLOCK WALL QG�`� z
3210
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EMERGENCY ACCESS TO BE �F pq Y BLOCK WALL
ti Q Vo' R/W (� UPON RNALT MAP RECORDA AON ELD BLOCK WALL SS cq S
91 19, 10
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0.20' TYPE "B" ASPHALT CONCRETE OVER �'v SF
0.60' BASE MATERIAL OVER 4 0 20 40 80
0.50' NATIVE AT 95% MAX. REL. DENSITY 0 20 40 80 S
A EMERGENCY Akl,'CESS ( W FEET )
ORACOURT IN N.T.S. _C FEET
( ) Q2� Horz. 1 inch - 40 ft.
(PRIVATE STREET) Horz. 1 inch = 40 ft. Vert. 1 inch = 4 ft.
pert. 1 inch = 4 ft.
8 9 10 11 12 13 14
EXIS 7NG GROUND 0 NORTH FLOKIN�
840 '
840
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828 L=15.97 L=2525' L=95 9' 828
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PROPOSED NORTH FLOKIN PROF/LE
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Q2 CONSTRUCT TYPE "C" "ROLL TOP" CURB AND GUTTER PER C.O.B. STI). ST -1 5.0 20' 20'
r-1 CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT 1 19'.1 19'
PER C.O.B. STD. ST -13.
m
O EXISTING SURVEY MONUMENT ENCASEMENT
0
+ INSTALL STREET NAME SIGN PER C.O.B. STI). T-1 o
METRO l INSTALL "METRO" STREET NAME SIGN PER C.O.B. STD. T-1
INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19 (TYPE AS NOTED)O8 L3
1 1 N� 2 L ^
-- INSTALL 5800 LUMEN STREET LIGHT PER C.O.B. STD. ST -14. V Rey, g J
-(S>- INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -14. g
3 II pi
-6"S- PROPOSED SEWER UNE (SIZE AS NOTED)
OO PROPOSED SEWER MANHOLE
� DRAINAGE FLOW DIRECTION
PROPOSED FIRE HYDRANT LOCATION 17
SL/31464 Rnv
EXISTING PAVEMENT k1 _ 11+00
( ) EXIST ELEVATION ca, - - i N29:JI'35"E -
PROPOSED MASONRY WALL
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STANDARD SPECIFICATION 8010-21C-19 q
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ZAMORA STREET
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12
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SHEET 2RT NOTES:
SEE COUR,d 1. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE
A JCRCA 20 NOTED AS FLOWLINE STATIONING.
M 2� 19
19 fL STA. 15+08.66, EC
ti
fl STA. 14+93.67, PRC
R/W ilOWUNE CURVE DATA
CIO
2 611 C2 0 C4 C5 C6 C7
r
p +54.9 d=2351r16w �128V51r0• X103173r01• �26i7350w X2717154r• X11417347r' X90170,00w
/ o %\ 1 STA...:: 14 f'=36.00' R=82.00' R=32.00' R=36.00' R=36.00' R=83.00' R=32.00'
m 41=7.60' T=168.45' T=40.27' T=8.33' T=8.65' T=255.93' T=32.00'
2L=14.99'
L=14.99' L=225.52' L=57.55' L=16.38' L=16.98' L=208.69' L=50.27'
g SL131466
G� fL STA.= 14+15.68
12+00 13+00 I
364.58' FL STA.= 13+32.06 ACCESS
FL STA.= 13+11.60 ACCESS
s
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N N 4
9
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10 0.20' AC/0.40' AB/0.50 NG STA.- 12+62.72 E.
BLOCK WALL Z MAJORCA COURT
& COSTA DEL SOL LANE
EMERGENCY ACCESS TO BE
DEDICA TED TO Cl TY OF BAKER5f7ELD
UPON RNAL MAP RECORDA TION
0.20' TYPE "B" ASPHALT CONCRETE OVER
0.60' BASE MATERIAL OVER
0.50' NATIVE AT 95% MAX. REL. DENSITY
COST'A DEL SOL LANE
WRNATE STREET)
0 20 40 80
( IN FEET )
Horz. 1 inch = 40 ft.
Vert. 1 inch = 4 ft.
9 10 11 12 13 14 15
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:
EXIS77NG GROUND ® NORTH FLOKINE
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O CONSTRUCT TYPE "C" "ROLL TOP" CURB AND GUTTER PER C.O.B. STD. ST -1
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PER C.O.B. STD. ST -13.
® EXISTING SURVEY MONUMENT ENCASEMENT
INSTALL STREET NAME SIGN PER C.O.B. STD. T-1
METRO INSTALL "METRO" STREET NAME SIGN PER C.O.B. STD. T-1
-U- INSTALL TRAFFIC CONTROL SIGN PER C.O.B. STD. T-19 (TYPE AS NOTED)
<:�- 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.
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0 PROPOSED SEWER MANHOLE
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PROPOSED FIRE HYDRANT LOCATION
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PROPOSED MASONRY WALL
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STANDARD SPECIFICATION-
8010 21C - 19
FL STA = 10+88.14 EC
3.37 LT
FL STA = 10+68.13 EC
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3.37 LT
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3.37 RT.
JI J7
STA = 11+25.85 POC
3.37 RT.
FL STA= 11+11.51 EC
337 RT
STA.= 10+48.06 E.
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9 10 11
SEE SHEET 3
COSTA DEL SOL LANE
20' 20' 5.0'
19' 19'
j
R STA.= 14+94.79 EC, 68 I 13
i
FL STA = 14+77.81, PRC
0
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SEE SHEET 3
COSTA DEL SOL LANE
20' 20' 5.0'
19' 19'
j
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i
FL STA = 14+77.81, PRC
0
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C2
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m
C5
C6
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N
A=114173'47' A=90120'00"
J
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1'=36.00'
R=83 00'
R=32.00'
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�
R=307.35'
1=8.65'
II
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231.38'
N
C,y
13+00
0.20' TYPE "B" ASPHALT CONCRETE OVER
0.60' BASE MATERIAL OVER
0.50' NATIVE AT 95% MAX. REL. DENSITY
D.LMORN STREET
MWATE STREET)
FL STA.= 14+65.99
14
z
S=f 19.15
15
x��
N�
1 G STA.= 13+57.23 E.
V STA.= 10+00.00 N.
t C ZAMORA STREET
N & COSTA DEL SOL LANE
17
12 13 14 15
NOTES:
1. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE
NOTED AS FLOWLINE STATIONING.
110KINE CURVE DATA
G1
C2
0
C4
C5
C6
C7
C3
6=27*01'54'
A=114173'47' A=90120'00"
A=062753'
A=35173'57'
A=88'17643'
A=41;3578'
b-fJ338:30'
1'=36.00'
R=83 00'
R=32.00'
R=321.37'
R=25.00'
R=34.00'
R=25.00'
R=307.35'
1=8.65'
T=255.93'
T=32.00'
T=1815'
T=7.90'
T=32.90'
T=9.49'
T 36.76'
L =16.98'
L=208.69'
L=50.27'
L=36.26'
L=15.30'
L=52.29'
L=18.15'
L-= 73.18'
(:ENTERLINE CURVE DATA
(:9
[=1451'27'
I ?=300.00'
I =39.12'
1.=77.79'
110WUNE LINE DATA
m LENG BEARING
L 1 65.91' N58 4722'W
0 20 40 80
( IN FEET )
Horz. 1 inch 40 ft.
Vert. 1 inch - 4 ft.
I
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