HomeMy WebLinkAbout7.9-148 Parking LotMI
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LIST OF DRA WINGS
SHEE T
1
R TL E SHEE T
SHEE T
2
NO TES
CY
SHEET
3
DETAILS
AGG. BASE
SHEET
4
DETAILS
SHEET
5
GRADING
PLAN
SHEET
6
GRADING
PLAN
SHEET
7
GRADING
PLAN
SHEE T
8
POINTS
TABLE
SHEET
9
POINTS
TABLE
SHEET
10
POINTS
TABLE
BENCHMARK
43' SOU THERL Y OF THE NOR THERL Y LINE
OF SECTION 20, 0.43 MILES EASTERLY OF
THE N W CORNER OF SEC TION 20.
ELEVA TION = 598.433
BA SI S OF BEA RING
THE N. LINE OF SECTION 20 T. 29 S.. R.
29 E. MDM&B N. 89 °2851 " W. AS SHOWN
ON PARCEL MAP NO. 10182 IN BOOK 47,
PG. 120.
u
ELEVATIONS ARE BASED ON SURVEY DATA
PROVIDED BY THE CITY SURVEY
DEPARTMENT WHICH WAS OBTAINED IN
SPRING OF 2014.
CONVENTIONAL SYMBOLS
Uri OO F BA : ERSFIELD
F. H.
Fo-1 MANHOLE A. FIRE HYDRANT
P. P. W. M.
-f
POWER POLE ❑ WATER METER
W.V.
EXISTING MONUMEN T X WA TER VALVE
G. M.
❑� FU TURE MONUMEN T ® GA S ME TER
S. L. G.V.
�f
STREET LIGHT � GAS VALVE
STREET LIGHT W /MAST ARM BENCHMARK
C.O.
CLEAN OUT f AUTO SCOPE
O
PRE—EMPTION DEVICE
MESA MARIN SPORTS COMPLEX
PA RKING LOT EXPANSION
EAST OF BEDFORD GREEN DRIVE
ROUGH GRADING PLAN
LOCATION
W
W
V
MESA MARIN
SPORTS
COMPLEX
LOCATION MAP
NO T TO SCALE
�v Ill
�3
ESTIMATED QUANTITIES
EA SEMEN T
ESTIMA TED
QUANTITY
EXIST. CURB & CUTTER
EXPORT
RIGHT —OF —WAY
CY
EXIST A. C. FL0WLINE
838
CENTERLINE
AGG. BASE
EXIST EDGE OF PAVEMENT
TON
RAILROAD TRACKS
GUARD RAIL
X
CHAIN LINK FENCE
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
O
EXIST OIL LINE
FO
EXIST FIBER OPTIC LINE
F. H.
Fo-1 MANHOLE A. FIRE HYDRANT
P. P. W. M.
-f
POWER POLE ❑ WATER METER
W.V.
EXISTING MONUMEN T X WA TER VALVE
G. M.
❑� FU TURE MONUMEN T ® GA S ME TER
S. L. G.V.
�f
STREET LIGHT � GAS VALVE
STREET LIGHT W /MAST ARM BENCHMARK
C.O.
CLEAN OUT f AUTO SCOPE
O
PRE—EMPTION DEVICE
MESA MARIN SPORTS COMPLEX
PA RKING LOT EXPANSION
EAST OF BEDFORD GREEN DRIVE
ROUGH GRADING PLAN
LOCATION
W
W
V
MESA MARIN
SPORTS
COMPLEX
LOCATION MAP
NO T TO SCALE
�v Ill
�3
ESTIMATED QUANTITIES
l TEM
ESTIMA TED
QUANTITY
UNIT OF
MEASURE
EXPORT
4,649
CY
A. C.
838
TON
AGG. BASE
1,622
TON
Job No.: P4C132
File Path: S: \PR0JECTS\2013- 2014 \P4C132 - Mesa Marin Phase 11\01—Parking Lot Expansion South \02_CADD Files
File Name: 02—Parking Lot_Grading.dwg
STATE OF CALIFORNIA
NO TE:
THE CONTRACTOR MUST POSSESS THE FOL L 0 WING
VALID LICENSES:
CL,1 SS ,I
NO TE.
THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR
SERVICE 1- 800 -642 -2444, 48 HOURS PRIOR TO
EXCA VA TION.
PROJECT DESCRIPTION
THE EXISTING PARKING FACILITY, LOCATED ALONG THE EAST
SIDE OF BEDFORD GREEN DRIVE, WILL BE EXPANDED TO THE
SOUTH. A DOG PARK FACILITY IS IDENTIFIED.
S WPPP WDID N0.
5F75C3699959
O 1 2 3
GENERAL NOTES
ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION
AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREIN.
ALL CONSTRUCTION WI THIN THE CITY RIGHT —OF— WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE
WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF
IRA NSPOR TA TION
STANDARD SPECIFICATIONS, LATEST ADDITION. ALL REFERENCES TO SECTION 90 OF THE CAL TRANS
STANDARD SPECIFICA TIONS SHALL REFER TO THE CAL TRANS 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.
THE CON TRA C TOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONS TRUC TION. AN
OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE
PERFORMED IN THE EX /S TING, A CCEP TED STREET R/GH T— OF— WA Y. 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
PRIOR TO ISSUANCE OF A PERMIT.
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE S TREE T RI GH T— OF— WA Y, THE
CONTRACTOR SHALL Gl VE THE Cl T Y CONS TRUC T /ON INSPECT /ON DEPARTMENT 48 HOURS NOTICE.
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. NOTIFY THE CITY ENGINEER OF ANY
VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAW /NGS.
EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMI SIONSS THE
CONTRACTOR IS RESPONSIBLE FOR VERIFICA TION OF THE LOCH TION AND DEPTH OF ALL UTILl TIES
PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1 -800- 227 -2600)
o SHALL BE CON TA C TED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONS TRUC T /ON OR EXCA VA T/ON.
N
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.
a
ALL GRADING AND UTILITY WORK SHALL BE CONSTRUCTED PER THE CITY OF BAKERSFIELD
STANDARDS AND THE CAL TRANS SPECIFICA TIONS, LATEST EDITION.
IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, lT lS THE
o RESPONSIBILITY OF THE OWNER OR GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY
PRIOR TO ANY FURTHER WORK.
C) THE CONTRACTOR SHALL FURNISH ALL LABOR,
M
CL ' TOOLS, EQUIPMENT AND SUPERVISION
NECESSARY FOR A COMPLETE AND FUNCTIONAL T.
PRODUC
Q3) ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCT /ON OR DEFICIENT IN ANY OF THE REQUIREMENTS
13 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
CORREC TION.
a
L
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF
0
J ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE L /MI TED
TO NORMAL WORKING HOURS THE CONTRACTOR SHALL DEFEND, IDEMN/FY AND HOLD THE
c� OWNER /ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
L THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
NEGLIGENCE OF THE OWNER OR THE ENGINEER. SOLE
GRADING NOTES
ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THESE PLANS AND THE GEO TECHNICAL
IN VESTIGA TION PREPARED BY KRAZAN AND ASSOC /A TES, KA 10, 2008. THESE DOCUMENTS SHALL BE MADE A PART HERE /N. PROJEC T N0. 022 — 07192 DA TED MARCH
O THE GEOTECHNICAL (SOILS) ENGINEER AND CITY ENGINEER SHALL BE NOTIFIED AT LEAST 2 DAYS
v BEFORE THE START OF ANY WORK AND PRIOR TO PLACING ANY FILL MATERIAL.
N
THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS
A RESUL T OF HIS OPERA TIONS DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. PREVENTA T/ R VE
MEASURES SHALL BE TAKEN By THE CON TRA C TOR TO M/ T /GA TE THE IMPACT OF DUST AND PM 10
EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION
Vlll (8). IN ADDITION TO ANY DUST CONTROL PLAN, THESE MEASURES SHALL INCLUDE, BUT NOT BE
o LIMITED TO THE FOLLOWING:
A. PRE—ACTIVITY-
A. PRE— WA TER SI TE SUFFICIEN T TO LIMI T VDE TO 209 OPACI TY.
B. PHASE WORK TO REDUCE THE AMOUNT OF DISTURBED SURFACE AREA AT ANY ONE TIME.
,W
_ B. DURING ACTIVE OPERATIONS
o A. APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO LIMIT VDE TO
J 209 OPA Cl T Y
a' B. L IMI T A C Tl VI T Y TO PERIODS OR LOW OR NO WIND, OR CONSTRUCT AND MAINTAIN
.c
WIND BARRIERS SUFFICIENT TO LIMIT VDE TO 207 OPACITY.
C) C. APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAUL /ACCESS ROADS
�l AND UNPAVED VEHICLE /EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VDE TO 207
Q) OPA Cl T Y AND MEET THE CONDITIONS OF A STABILIZED UNPAVED ROAD SURFACE.
C. TEMPORARY STABILIZATION DURING PERIODS OF INACTIVITY-
A. RESTRICT VEHICULAR ACCESS TO THE AREA.
a B. APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO COMPLY WI TH THE
CONDI TIONS OF A STABILIZED SURFACE. IF ANY AREA HA VING 0.5 ACRES OR MORE OF
DISTURBED SURFACE AREA REMAINS UNUSED FOR SEVEN OR MORE DAYS, THE AREA
MUST COMPLY WITH THE CONDITIONS FOR A STABILIZED SURFACE AREA AS DEFINED
IN RULE 8011.
D. CARRYOUT AND TRACKOUT ON PUBLIC ROADS:
A. ALL VISIBLE CARRYOUT AND TRACKOUT WITHIN 50 FEET OF THE SITE SHALL BE
REMO VED A T THE END OF EA CH WORKDA Y. IRA CKOU T BE YOND 50 FEE T OR THE SI TE
SHALL BE REMOVED IMMEDIA TEL Y.
rN B. CLEANUP SHALL BE ACCOMPLISHED BY MANUAL SWEEPING OR APPROVED
EQUIPMENT AND METHOD AS SPECIFIED BY THE SJVUAPCD.
v C. THE USE OF BL 0 WER DEVICES OR DRY ROTARY BRUSHES OR BROOMS, FOR REMOVAL
OF CARRYOUT AND TRACKOUT ON PUBLIC ROADS IS EXPRESSLY PROH /BI TED.
D. ANY PERMITS REQUIRED FOR MUD AND DIRT CLEANUP SHALL BE OBTAINED BY THE
Q) CON IRA C TOR.
N
IF DURING GRADING OR CONSTRUCTION, ANY PLUGGED, ABANDONED OR UNRECORDED WELLS
ARE UNCOVERED OR DAMAGED, THE DEPARTMENT OF CONSERVATION/ DIVISION OF 0/L GAS AND
GEOTHERMAL RESOURCES SHALL BE CONTACTED TO INSPECT AND APPROVE ANY REMEDIA TION.
In
DURING GRADING, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CONCEALED
v SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE
REMOVED. IF THE TERM /NUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE
PIPING SHOULD BE REMOVED W/ THIN THE PROJEC T AND PROPERL Y CAPPED A T THE PROJEC T
a BOUNDARY.
CONTINUED TOP /RIGHT
CITY OF BAKERSFIELD, CA L IFORN
/A
CONTINUED FROM BOTTOM/LEFT
ALL ONSI TE OR OFFSITE OBSTRUCTIONS SHALL BE REMOVED BY THE CONTRACTOR.
THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION, INCLUDING ROOTS L 0
TRASH AND OTHER DELETERIOUS MATERIALS ACCORDING TO THE RECOMMENDATIONS OF LOOSE
SOILS REPORT ANY HOLE OR VOIDS LEFT AFTER THE REMOVAL OF TREES, ROOT , EpTIC TANK
ABANDONED FOUNDATIONS, PIPELINES OR THE LIKE, SHALL BE FILLED AS REQUIRED By THE SOILS
ENGINEER.
FLOODING, JETTING, OR SIMILAR CONSOLIDATION METHODS OF COMPACTION
PERMI TTED. SHALL NOT BE
THE CONTRACTOR SHALL GRADE THE PAVING AREAS W1 THIN 0.1 FOOT OF SUBGRADE. IF SUCH
AREAS SHOULD BE FOUND TO BE MORE THAN 0.1 FOOT FROM THE DESIGN SUBGRADE ELEVATION
AFTER COMPLETION OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING
A T NO COST TO THE OWNER.
FILL MATER /AL SHALL BE SUBJECT TO APPROVAL BY THE CITY ENGINEER.
ENGINEERED FILL MATERIALS SHOULD BE PLACED IN THIN LAYERS LESS THAN 6 INCHES IN
UNCOMPA C TED THICKNESS AND COMPA 0 TED A T OP T /MUM MOI S TURE CON TEN T (OR A MOIS TURE
CON TEN T COMMENSURA TE W/ TH EFFEC T/ VE COMPA C TING AND SOIL S TAB/L/ T Y).
EXPORT MA TER /AL SHALL BE DISPOSED!
INSPECTOR. , OF A T AN APPROVED SITE THA T IS COORDINA TED WI TH THE
IT IS THE RESPONSIBILITY OF THE DEVELOPER AND THE CONTRACTOR TO
(A) FAMILIARIZE THEMSELVES WITH THE !, FOREGOING RECOMMENDATIONS,
(B)NOT /FY THE ENGINEER WHEN SITE PREPARATION BEGINS AND BEFORE THE PLACEMENT OF FILLS,
(C) INFORM THE ENGINEER OF ITEMS ENCOUNTERED DURING EARTHWORK OPERATIONS WHICH
MIGHT EFFECT FOUNDA TION STABILITY SO THA T THE l TEMS MA Y BE TREA TED UNDER THE
ENGINEER'S D IRECT /ON. (THESE ITEMS MIGHT INCLUDE BURIED TRASH OR VEGETATION, PIPELINES,
ABANDONED WELLS, OLD FILLS, ETC.)
GENERAL S TREE T L I GH TING NOTES:
1. POLE: MATCH EXISTING POLES IN NORTH LOT (LSI LIGHTING
5SQBO— SO7G- 27.5 —S 1180 —BLK, PER ORIGINAL PLAN—VERIFY)
LUMINA/RE AEL A TB2 80 BLED E10 480 ML R5 BK (DISTRIBUTION PER
LIGHTING PLAN). HOLE COVER TO HAVE TWO 114 -20 STAINLESS STEEL
TAMPERPROOF HEX REJECT SCREWS. INSTALL HOT DIPPED GALVANIZED
NUTS AND LEVELING WASHERS ON TOP AND BOTTOM OF FLANGE BASE.
INSTALL GROUT UNDER BASE AFTER LEVELING. FOUR ANCHOR BOLTS
PROVIDED BY POLE MANUFACTURER. POLE BASE REINFORCEMENT
— THREE #3 TIES IN UPPER 5" AROUND ANCHOR BOL TS, FOUR #4
VER TICLE BARS AND #3 TIES A T 12" ON CENTER.
2. PULL BOX: BOX— OLDCASTLE B1017 OR APPROVED EQUAL WITH
GALVANIZED STEEL SKID RESISTANT BOLT DOWN LOCKING LID WITH LID
GASKET MARKED "ELEC TR /CAL "
LOCA TE PULL —BOX W/ THIN 3' OF POLE BASE W/ TH CON TINUOUS
CONCRETE APRON — 200' MAXIMUM DISTANCE BETWEEN PULL BOXES
INSTALL 8" MINIMUM THICKNESS OF j14 CRUSHED ROCK UNDER BOX
FOR DRAINAGE. INSTALL 2" MORTAR BED ON GRAVEL TO SEAL BOTTOM
OF BOX. INSTALL 314" PVC DRAIN PIPE TO ALLEVIATE STANDING
WATER IN PULL BOX. 2" X 8' COPPER CLAD GROUND RODS ARE
REQUIRED IN BOXES FEEDING POLES ONL Y— NOT IN INTERMED/A TE PULL
BOXES.
3. CONDUI TS: CONDUITS TO BE GRA Y PVC SCHEDULE 40— 1 -112"
MINIMUM, LARGER CONDUITS TO BE USED WHERE NEEDED. INSTALL
CONDO/ TS SO THA T THEY ARE NEA TL Y ARRANGED IN CEN TER POR TION
OF BOX, ENTERING BOX PLUMB. INSTALL END BELLS ON ALL CONDUITS.
SEAL CONDUITS WITH DUCT SEAL, COMPLETELY SEALING AROUND
CONDUCTORS AND A T LEAST 1 " THICK. USE 18" RADIUS MINIMUM
SWEEPS ON ALL BENDS — EXCEPTION STANDARD SWEEPS ARE OK ON
SHORT RUNS BETWEEN PULL BOX AND POLE. RUNS SHALL HAVE NO
MORE THAN A TOTAL OF 270 DEGREES OF BENDS BETWEEN PULLING
POINTS MINIMUM CONDUIT DEPTH SHALL BE 24" BELOW GRADE
4. WIRING: MIN /MUM CONDUCTOR SIZE IS #10 THW STRANDED
COPPER, AL TERNA TE WIRE SIZES MUST BE USED IF VOL TA GE DROP
EXCEEDS 27.—CHECK AND RECHECK CALCULATIONS SUPPLY VOLTAGE
BE 480V TO MATCH NORTH LOT SPLICES IN PULL BOXES SHALL BE
MADE WITH STANDARD TIN PL A TED UNISULA TED COMPRESSION SPLICES
OR COPPER COMPRESSION PARALLEL SPLICE, INSULATE SPLICES WITH
HEAVY WALL ADHESIVE BASED HEA T SHRINK TUBING (3M 0400, 0800,
1100 OR APPROVED EQUAL), INSTALL 1.5" OF HEAT SHRINK PAST
EACH END OF SPLICE,
WHEN PARALLEL SPLICES ARE MADE — INSTALL 3" OF HEAT SHRINK
PAST EACH END OF SPLICE AND CRIMP THE SPLICE WITH NEEDLE
NOSE PLIERS UNTIL THE ADHESIVE HAS COOLED CREATING A WATER
TIGHT SEAL AROUND EACH INDIVIDUAL CONDUCTOR. USE PROPER
TOOLS TO MAKE CRIMPS PER MANUFACTURES INS TRUC TIONS GROUND
WIRE FROM POLE BASE TO GROUND ROD SHALL BE #8 MINIMUM. THE
CIRCUIT SHALL BE FUSED IN THE PULL BOX ADJACENT TO THE POLE.
FUSE HOLDERS SHALL BE FERRAZ SHAWMUT FEX -11 -11 600V 30A.
INSTALL 3M 0400 HEAT SHRINK (OR APPROVED EQUAL) OVER
TERMINA TIONS WITH A T LEAST 1 " OF HEA T SHRINK TUBING PAST
CONNECT /ON OVER CONDUCTOR INSULATION. FUSES SHALL BE 6A
RATED — BUSSMAN KTK6 —NO EXCEPTIONS
i
REGISTERED Cl VlL ENGINEER
QRpFESS /ON\
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SING c4'l
r
� r Rnr%n7 T
CITY OF BAKERSFIELD
1507 TRUXTUN AVENUE qT C /VIL
BAKERSFIELD, CA 93301 F OF
REV ISIONS
No. DA TE DESCRIP TION
171 //
271 / /
SEE PARKING LIGHT
LEGEND ON SHEETS 5-8
FOR LIGHT SPECIFICATIONS
S TAINL ESS S TEEL
TAMPERPROOF SCREW
HEX — REJECTION PIN STYLE
3 — #3 TIES IN UPPER 5"
AROUND ANCHOR BOLTS —
5. INS TALLA TION: ALL WORK SHALL BE PERFORMED BY A LICENSED
C10 ELECTRICAL CON TRA C TOR UNDER JOURNEYMAN LEVEL SUPERVISION
1/2" x 8' COPPER ,
CLAD GROUND ROD
PARKING LOT
SURFA CE SEE "PULL BOX" °
DETAIL
6'x12 DEEP" CONCRETE
2" THICK MORTAR BED APRON AROUND BOX & PARKING LOT
TO SEAL BOX BOTTOM
POLE BASE SURFACE g"
314 "CRUSHED ROCK CHR /STY B1017 BOX:. s
UNDER BOX 8" THICK (SEE NOTES)
18" MIN. RADIUS FOR CONDUITS 314" PVC DRA IN REINFORCED CONC.;
0 TING W/ 4 #4 VER T
EXTENDING TO PULL BOXES OR TO GRA VEL F0 :`v: �: • •: "g: "•:.
BARS AND #3 HORIZ.
PG&E #2 BOX
TIES C 12 0. C. MAX , ; :.
PULL BOX DETAIL "�'a . " " :,
PARKING LOT
LIGHTING.
®e
File Nome: 02— Parkin Lot_Grodin Drawn: JAF CITY R CORD N0,
PUBLIC WORKS DEPARTMENT Job No.: P4C132 Engineer: LS MESA MARIN SPORTS COMPLEX: PARKING LOT
EXPANSION EAST OF BEDFORD GREEN SHEET No.
Date: Feb. 6, 15 Checked By.- GENERAL NOTES/ PARKING LOT LIGHTING DETAIL
2 OF 10
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• d PLAN II�M1/
° .. d
° 1. All workmanship and materials shall conform to
the applicable sections of the specifications I ?0'
GUTTER ONLY entitled 'State of California, Department of a0" I. lo' do, air 12' Tronsportation, Standard Specifications, hereafter •, :a _
known as 'Standard Specifications", current • �. l tao"
o approved edition.
24' H 2. A current Street Permit issued by the City of to"
Bakersfield Public Works Deportment must °' 'a "' .' :''; •: •. ,'•;.
,. w accompany all work within the City right -of -woy. i I P£ C 3. Subgrode for Type 'A4 "curb shall be constructed
true to grade and cross section and compacted -------•-"---_.___..__.._.._________.__•---••-----
to 909 of maximum dry density as determined by See Abfe It
NOTES' 8 Expansion pint filler materio/ shall consist of preformed strips of 0'�
durable, resilient compound that conform to the requirements of ASTM D -1557 to o depth of 6.0 "below top of TYPE wM -Tw SeelMell3
the Stondord ecificotions subgrode. SEE AIOIE /1 L SECTION A -A
1. All workmanship and materials shall conform to the SP 4. Concrete for median curb shall conform to the NOTES•
applicable sections of t h e sP ec ifi coli a n s entitled 'State of requirements uirements of the Standar d Specifications for
L All workmanship and materials shall conform 8. Expansion joint filler material shall caner / preformed
o sha con or to consist o
9. Section / existing 1
P P p
Sections o e st curb and utter bein removed far 0. When sections of new T V' curb r r n
Type cub o e poured adjacent to
California, Deportment / Transportation, 9 9 9 YP P
o De art eta o s artotion Standard minor concrete min. 505 /b n r l
p p ( /cu yd). approval c vat the opplicoble sections o/ the specifications emitted strips o/ durable, resilient compound that contain to the
Specifications; hereafter known as Standard Specifications; replacement shall be sowcut of the limits o/removol as directed shall contain no additives unless prior opprovol is existing pavement, the existing pavement shall be sowcut o PP sP P
current opproved edition by the City Engineer. The section being removed shall be a obtained from the City Engineer, maximum of 6.0 "from the face of curb or as directed. 'State of California, Department of Transportation, requirements of the Standard Specifications
minimum of 50'in length and sawcuts shall align with existing pint 5. Timber forms shall be surfaced on the side Pavement patch shall conform to the requirements of City Standard Spedficotions: hereafter known as Standard 9. Sections of existing drive opproach being removed for
2 A current Street Permit issued by the City of Bakersfield or scare line Replacement shall conform in dimension and location placed next to the concrete and shall not be less Standard ST -12 Specirrcotions; current approved edition, replacement shall be sowcut of the limits of removal as
Public Works Deportment must accompany a// work within the to the adjacent existing improvements unless otherwise directed. than 1.5 "thick after being surfaced. Forms and 11. Type V -1 "and V -2 '(took on) median curbs ore only 2. A current Street Permit issued by the City of directed by the City Engineer. Are section being removed
City right -o %woy. subgrode shall be wetted immediately prior to allowed with permission of the City Engineer. Bokersrre/d Public Works Department must accompany shall be a minimum of 50'in length and sowcuts shall
10. Sections being replaced may be poured against existing placement of concrete. 12. Construction of extruded curbs shall be controlled both off work within the City right -o %woy align with existing Joint or score line. Replacement shall
pavement, i/ in good condition and with prior o rove/ o/ the City 6. Concrete surfaces shall be troweled smooth horizontally and vertically with string line. 3. Subgrode for drive approach shall be constructed con form in dimension and location to the od • cent existing
3 Subgrode far all t es o/ curb and utter shall be P 9 P PP Y 9 PP p 9
g 9 Engineer. Otherwise, the existing pavement shall be sowcut 0 and then given a light broom finish. Immediately 13, Two 14 longitudinal rebor sholl be placed within the nose true to rode and cross section and compacted to improvements unless otherwise directed.
constructed true to grade and cross section and compacted g 9 P sections of median islands. The bars shall run continuous 9 P P
minimum o/ 2.0'trom the edge of concrete or as directed. after finishing, all exposed surfaces shall receive o 95X of maximum dry density as determined b 10. Sections being replaced may be poured against existing
to 155 o/ maximum dry density as determined by ASTM 9 uniform application of white pigmented curio through the nose and be embedded o minimum of 2.0'into the Y Y Y 9 eP Y P 9 9
D -1557 to o depth o/ 6.0 'be %w to o/ subgrode. ST- 12. patch shall con /am to the requirements o/ City Standard p pp g p gQ g ad • c ASTM D -1557 to a depth of LO'be%w top o/ pavement, i/ in good condition and with prig opprovol of the
eP P 9 compound conforming to the requirements of the adjacent curb. Nose sections with radii of 1.0'or less shall be
ST -i2. solid concrete. subgrode and LO'to each side o/ approach. City Engineer. Otherwise, the existing pavement shall be sowcut
Standard Specifications. 4. Concrete for drive opproach shall conform to a minimum of 2.0' from the edge of concrete or as directed b
4. Concrete /a curb and gutter shall conform to the 7. Expansion joints stroll be constructed of 60' 14. Drill and set in epoxy 8.0 "long ;�4 rebor at 4.0'intervo /s. A PPr 9 Y
requirements o/ the Standard Specifications for minor concrete 11. Type 8 °curb and gutter is required on all types o/ streets maximum intervals. Weakened plane pints, 20" continuous longitudinal 14 rebor shall be tied to each vertical the requirements of the Standard Specifications the City Engineer. Pavement patch shalt conform to the
(min. 505 lb /cu )d). Concrete shall contain no additives unless another type is expressly permitted by the City Engineer. deep, shall be placed of 10'maximum intervals. bar. Epoxy shall meet the requirements of Section 95 of the for minor concrete (min. 505 /b /cu yd). Concrete requirements of City Standard ST -11.
unless prior approval is obtained from the City Engineer. Expansion pints may be eliminated for extruded Standard Specifications, shall contain no additives un less prior opprovol 11. Six (6) - 14 rebor, evenly spaced, continuous the entire
12. Type 'A 'curb and gutter is permitted only where approved or curb. 15. A 9.0 "wide continuous, uniform layer of epoxy adhesive shall is obtained from the City Engineer length of drive opproach, induding opron.
5 Amber forms shall be surfaced on the side placed next to required by the City Engineer. 8. Expansion joint filler material shall consist of be applied to the existing pavement immediately prior to 5 Amber forms shall be surfoced on the side 12. The minimum slope on oil drive opproach cross gutters
preformed strips of durable, resilient compound concrete placement. Epoxy adhesive shall meet the
the concrete and shall not be less than 1.5 °thick after being placed next to the concrete and shall not be shall be 0.6 %unless otherwise approved by the City Engineer.
sur /aced. Forms and subgrode shall be wetted immediately 11 Type 'C"curb and gutter may be permitted by the City Engineer that conform to the requirements of the Standard requirements of Section 95 of the Standard Specifications, less than 1.5 "thick after being surfaced. 13. For major retail commercial centers, the 12'wide cross
prior to placement of concrete. only in Mobile Home Parks and R- S -2.5A Residential Suburban 1 Specifications.
Y (Residential Forms and subgrode shall be wetted immediately gutter may be eliminated with the provision of other drainage
Acre Min. Lot Size Zones 9. Sections of existing median curb being removed
prior to placement of concrete. facilities and with the opprovol of the City Engineer.
for replacement h ll w h
shall be so cut at the limits of
6. Concrete surfaces shall be troweled smooth and then given raewvtl[. Sr -ratty removal as directed b the City Engineer. The 6. Concrete surfaces shall be troweled smooth
o light broom finish. Immediate/ after finishin , oll exposed y y 9 0 Sr- ra,E!wlt'c ST -34ty
9 Y 9 P 0wR �„ section being removed shall be o minimum of 5.0 MR and then given a light broom finish, lmmediate/y
surfaces shall receive a uniform application of white 12/13 in length and sowcuts shall align with existing 12/13 after finishing, all exposed surfaces shall receive 0419 X2/13
pigmented curing compound conforming to the requirements STANDARD 01111011111111 JCU joint or score line. Replacement shall conform in STANDARD awl.11� a uniform application at white pigmented curing STANDARD a111.0
of the Standard Specifications CURB & GUTTER Clem dimension and location to the adjacent existing MEDIAN CURBS compound con forming to the requirements of the COMMERCIAL DRIVE oltol ,
i improvements unless otherwise directed. I'M" S S>. Standard Specifications LM
7 Expansion pints shall be constructed of each side o/ TYPES sew,t TYPE M suu 7. Expansion joints shall be constructed at ends APPROACH rftc
structures, at ends of curb returns and at 60'maximum "A ", "B ", & "C" kt "M -1" & "M -2" kr, p TYPE "A" Kr
.1111�or.a X1110 ■1111wOr<0 s11a1 rQ o/ curb returns, Weakened plane joints 2.0 "deep, swam seal re
intervals Weakened plane pints, 2.0 °deep, shall be placed of shall be placed where apron meets the cross gutter
10'moximum intervals and at both ends and center of drive CITY OF BAKERSFIELD ST -11 CITY OF BAKERSFIELD ST -2 and of 10'moximum intervals in the cross gutter or CITY OF BAKERSFIELD ST -3
opproach depressions Expansion pints may be eliminated for CALIFORNIA CALIFORNIA as directed by the City Engineer. CALIFORNIA
extruded curb and gutter
*"*01111111011 PUBLIC WORKS DEPARTMENT Oft 0101M PUBLIC WORKS DEPARTMENT OW 01101180 PUBLIC WORKS DEPARTMENT
Romps and Driveway shall be constructed lull width to the Right -ol-Way
l' 10' h•h • l S S t• A A
QRo ESS /pN
q
N Gby
Cl)
c�
REGISTERED CIVIL ENGINEER w C80507
* Exp. 3 -31 -15
CITY OF BAKERSFIELD J�
r �„•lweetrsoand:/ 1501 TRUX TUN AVENUE 9F C/V��'Fp�
.rr:solrwrae PbNawpweait BAKERSFIELD, CA 93301 T QF CA��
• .rid r , Pffloir t
r !et Par :ft � R■a2s• (f�t11)
REV ISIONS
as- � b �►
"`'� e ` '�.� No. DA TE DESCRIP TION
A4l
IN �'l are enllar
/N -Jwl N* S Mars or few
A A
�- -- FRAME & - --' �r��■'- -''�YY 4 . .jY rw.r� =J' °'
' C
COVER eV oft d
(
1r.
•
as as
� (11...J sa1MV �.t3• (ipw.) b
If a Ir (J%ww * Sal)
.. �.� .� wr.a d Zo� 2
.l. Erpollra/ wo/one►
Gutter !► 20• M /biM
r ors ew eaa OeNew aw Ono
e0/ i11eema ih r
so If (04 /lR PLAN 2.0: - 5ftm STEEL PLATE DETAIL
ANAro �'l Pk tiDSir t 4.0" = 100mm
COW N A13A M* 213" (MAW) 1
s1o�4AO tkM erNef Aerl so!
xrr+s (er/ gpaeli! oU GIyUl1 See &W NO TES:
Ad ?� PWO OW 1. All concrete shall be doss A' and shall be within 2.5" (65mm) to 55"
- T (0.14 -) slump.
2. 9bb to be poured monolithic with sidewalk where sidewalk is required
b (jSws11) LS. or needs replacing. Surfaces of all exposed concrete shall match slam,
( %nnish, color, and scoring of adjacent concrete.
Sir A* N � '� 3 Woll thickness T =6.0' (0. ism) except when H>8' (2.4m), T =8.0" (0.2m)
Rounded R-
or 08'(2.4m), T =80" (0.2m). Catch bosin wdls shall be increased
P4+e
m minimum in hi i/ r on natural ground
b 2.0" SLYn thickness eel against o al
wall thickness Y ( ) Pen o9 911
I ick ess
� 5 in lieu of outside /ace forms,
Aloe h am
i+ow or �17w 4. Poll rein /acing not required when H =8.0' (2.4m) or less and L =7.0' (2.1m)
d' a0• or less Wolls exceeding these limits shall be reinforced with Na 4 bars
Tp (vii �• at L5' (0.45 -) O.0 both ways All rein forcing shell be No. 4 bars L5"
�4" (4Anm) clear of inside face unless otherwise shown.
5. All exposed metal ports shall be galvanized alter lobnool/on.
33' 6. Support bolls shall be installed when length of opening exceeds 50' (LSm)
and shall be spaced between 10' (0.9m) to 50' (1.5m) 0..0
awl Atta 7. When curb opening exceeds 5.5' (al4m), o plain round steel protection bar
i�Ne/ swe L0" (15mm) M dia shall be installed. Bar shall be knbedded 5.0' (1. in)
a pbs* of each end
Pon
SECTION A -A 8 Pipe shall be as specified or as directed by the City Engineer. The
angular cut our the pipe shall be mode as directed by the City fnginer.
d'• . ° ° 9. All work shall con form to the opplicoble sections of the specifications
d• ° .:4 d • "° ° entitled "Standard Specifications, State of Coli/omie, Deportment of
° N � - few Of a Tronsportation ; trpprov id current edition.
•' ao"(a1 o) lot
° ° 1 ■•- -I ° OwR
GAIN
STANDARD a... Allrywel
� ;O • . '. ° ' ' OIt040 9uw �f aM0 a0" � 6tf7• � �e a�" � .��•
.�to•(ati�)Ait CATCH BASIN -w
d TYPE "A" '�•`R sr rs
• ' sKF;I 110. -. „
REINFORCING AROUND PIPE rsw�o11la dtkr Valle,✓ "' PorJ� Gll/d VolieX • .. <..,•.�%
CITY OF BAKERSFIELD D-14
CALIFORNIA PLAN PLAN
OHIOIO11t01 PUBLIC WORKS DEPARTMENT
Tree A & A -1 Catch Basin Grade Soo T1r2e A & A -1 Catch Basin on Grade
trio or w rc ever rs ess I ec ion - and notes) A „��
9b1eniDrl I fis$e GDeti
•42' Max. / 25' Min. A E•• ; 3 I l/7" (t311f wi <!r (t.inJ.il Abner are tMorwM are A •t' Ab►w1p1
v„ fro• aI/A6b 161 of sr air AIW* die of . air Amt l0' �o. CerO 10. t0' t elht air are are
• Depth varies depending on the (a/31i pAM on to' (a.M) (Q/3w) tdkw) alt Pier LO" (a3y
street's Traffic Index (T.l.). See Stondord curb & gutter l i7• (a911w) wit t/i (0961) wit
' Upon approval of the City Engineer, I,O• Stare IAain/
BackM/ compacted to 95X relative
Table B" below Ilpe 3 AVW1 Coernfe
maximum driveway dimension may be ;ice !/ eon/erillt of din! I
increased to 50' far M -1 and M -2 compaction in roadway areas from I •Street TABLE B" " y
E'�'IfIp1 3.0 beyond bock o/ curb, excluding I Zone °' ° ••- <.•`'� L `•
uses where high volume of semitruck fipaltia► f11 i TRAFRC INDEX DEPAI n , b ° d " • all but the outer 1.0' o/ the adfa adk►
_ 3.0 - 5.0 1.2' ,a Aggngele �! eg
and trailer warrants 11biN w1 T1
median areas, and in alleys within 5.5 - 6.5 LS' e' ' ° ° ° d _ _ - - _ _ _ - ao„ l� A .F� ■ dP•
to" I x - -~t� A -F•
,° . .
the existing, accepted roadway i
MEN ..• _ ��� ��� ���_��1_1I�_��I_�11_���_��� 1 coo•ao' Sgpe6Mrt+e
-�- 7.0-90 2.0' _ _ _ _ - !
See right 18' Max. with 8' curb Rom 4" von Fa 8' Curb improvements 8.5 OR MORE 2.5' -1- /' / / // / / / / / / / / / / / / / / /// =1 =� =� 1 M 1I1�s of y w�._l I �_l I F_l I EJ .��� 13Q� PLAN PLAN
P BackMl compacted to 90X relative _ ,fit \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ I I I 1 I I 1 I I I I
for dims 32' Max. with 6" curb Min For 6 "Curb compaction in all other areas. I zl .1//j// j / / \ / /j / /j / /j / /j / /j / / % / /j / /j //\ =1 1 =1 1 =1 I -1 �_011J00Ct�_a =1I I- III -I I =1I I -� I -I I 1 V
: P \ \ \ \ \ \ \ \ \ \ , , , -, , , -_ _ _ _ = A �D O A Tree GO & GDO Inlet in Grade Soo Tyne COL Inlet on Crode
I _ \y p
Bockfill compacted to 90X \ \ \ \\ \\ \� * O �(3 1313 ,t^l d /3 N ao• (12JW aC OEM rota fbsise 6110 N are
A �- relative compaction / / /\ \ / \ / \ / \ / \ / \ / \ / \,s o - - - -�
arl(N PLAN L� I / /.. /.. /. /. /,l/, /,. /, /� /� / / / .
Bockfiyl in pipe zone compacted j \ \/ \jam \j� \j�\ `O GS S/a'°b1 adNr Slo/ab►d
PP P Llmlis d 9Gx nllot6le /\ /\ / . Liniis d 9Gt nlb/i11r CpADOtlip►/\ / / t� tMuwO► Gllhr �a Cr/ t Nr
ar to 90% re%tive compaction. m I Upper limit o/ rezone shall be L O' above 1/ \ \/\ \ \ / \ \ / \ \/ \� \� \.�1���� a� A�� �' l� ��"�' l�' 1 fb iwe A~ CWW
P Soo Mfe Ser Mfr i PP X11(\° ...���iti� /!i of or■ r • 1 e /brae col
10' Min. W Alt Bockfill material within the pipe v I top of pipe bell or the outside diameter L3' aC ,a d
zone to conform to notes 1, 2 ,� I - of plain end pipe. riodrgAeoe
and 3.
6.0" Mm •• For public utilities , construction I vee : 'd , I qa, I pa 3 p'
Ifs air- wL4 wl.4 welded wire fdric +.:. requirements as per the Public _ - ao' ao' a0
/ To have tt m of c clearance r e Utilities Commission General Orders
2 - 14 Reba Full Width of opproach from bottom o/ concrete I Poe pr oenm • anksk b /l/0 A R A -1
NO TES: SECTION A -A 60" • INWi fe b floe A t A -L
Bedding Moterial /o• AS N air to&* ac .bs PROFILE PRL�ILf
1. All work shown shall conform to the opplicable sections 7. Use of T e B" diva ouch is only allowed b Flexnb/e P• os per 4• Testing of beckon/ materials shall be in accordance with the yr tfd *0* i- tea' d D�
1P �M Y Y �6 IN eosle a ZS'(a11iw) a grwfil. Tree GO � i DO Inlet. True A /A- l Catch Basin Grade Inlet and Catch Bosin on Grade
o/ the specifications entitled *Standard Specificoliams, permission o/ the City Engineer. ASTM D 321 tests listed in Section 6 -3.01 0/ the State Standard Specifications, NO TES: !cover dNeEr PLAN SECl/ON B -B in Grade Soo
State o/ Coli/anio, Department o/ Tronspartation ; (or ASTM Df557, Method C f for trench width greater than t o,
approved current edition. 8 Permit for driveway construction shall accompany NO TES• if trench width is less than to: backMl with 2 sock slurry. t Pavement shall be Type 3 aspha lt concrete (A. C.) meeting 8 A compaction of 90% shall be obtained for o minimum
actual works the requirements of Section 39 of the State of California, of 610" below the Grading Plane. Depth "T" shall be in K �' �' NO TES: aF w tow c
2. Where drimiroy is to be constructed for o portion of f Backfill for Rigid Pipe. 5. Compaction tests wl be required and shall be the respons- D P1ehd Std out Oos1e oM cow► l0' A>r /toe co
sidewalk width (Section A -A), sidewalk shall be removed 9. A minimum of 22' o/ full height curb shall separate Department Of Transportation, Standard Specifications ; conlamonce with the following Coble: 50' (L5m) Max. rnKar L All workmanship and materials shall contain to the opplicoble
divewo except Bockn/ moteriol within the pipe zone shall be free of ibility of the Developer / Subdivider / Contractor. The number pp eq Y sections o/ the specifications entitled 'State o/ Cali /omio, Dept.
on each side o/ driveway /a romp construction. Subgrode ys, crop os noted on Tid/ric Standard T -111, a os 0 roved current editia, unless otherwise r uured b
preparation stroll be constructed true to grade and cross opproved by the City Engineer. deleterious materio/ and shall have a Send Equivalent of not and location of the tests shall be determined by the City the City Engineer. Tro/fic Index " T " 73• Pa )w (extension rings required) sP
less than 20 and shall con form to the following radio Engineer. The tests shall be in accordance with the tests 3.0 - 5.0 1.1' NOTES: of Transportation, Standard Specifications' hereafter known as Ab!u/ 10•�
section, with compaction of 95X to o depth of 6.0� 9 9 9� 9• � Stondord Specificofions, current opprov>°d edition. ON ��,
10. No driveway construction is permitted b the street or Sieve Size Percentage passing listed in Section 6 -101 of the Stale Standard Specifications, 2. Aggregate base shall be Class ll ogregole base 5.5 - 6.5 L5' d • 1. Ali work shall conform to the applicable sections of the
J Concrete /a driveways shall be Class 1; and in of %y returns 3/4" i(XJ (a ASTM D1557, Method "C ". ° standard specifications entitled 'Standard Specifications, 2 D = gutter depression, it shall be 2.0" for Type A and A -1 Sipe
con forming to Section 26 of the Slate Standard Specifications 7.0 - 8.0 2.0' a ' State o/ Coli/oniq Deportment of Transportation*
catch bosons and 3.0" /a all other inlet types, un less otherwise shown.
shall be within 2.5" and 4.5' slump, No. 4 35 -100 °
6.0' thick and with light broom finish. 11. No 8.5 a more 2.5' roved current edition. 3. Concrete far utter depressions shall conform to the requirements
b•
9 portion o/ the dri elvoy a romp is to be on adjacent No. 30 20 -100 6. Each layer o/ backnil moteriol shall meet the compactoor, 3. Structural sections for all streets shall be designed ° ' t o' (ate) g eP q
property frontage without prior opproval of the City Engineer. This bocknl moteriol shall be laced in not to exceed one sand equivalent and gradation requirements before the next of the Standard Specifications for manor concrete (min. 505 lb /cu yd).
4. Exponsion pints shall be installed as shown. P is 9 09 using traffic indexes in accordance with the provisions of kl � d f0„� 2. All concrete shell be doss A" unless otherwise Concrete shall contain no odditiws unless prior approval is obtained
loot (1.0' /Dose) !o}er; simultaneously on each side o/ the /o}er is placed. Section 5.3.1.2 of the Subdivision and Engineering 9. For Asphalt Paving Noted see Standard Special Provisions
12. All divswoy locallons ore subject to opprova/ by the ° improved by the City Engineer from the City Engineer
pipe in such o manner as not to damage or disturb the pipe on Design Monuo% located in the Subdividision Design Manual. Zo•(al�)IAic (a/eA%
5 All existing concrete curb, gutter, and sidewalk City Engineer. 9 4. Concrete surfaces shall be trawled smooth, edged and then given
shall be sow cut at o right ongle to the Bow line. its alignment and grade. Each layer shall be thoroughly Comp - 7. For pavement patches within pored areas, see standard 3 All reinforcing steel shall be of 15 round bars and bent a light brown finish. lmmed;otely after finishing, all exposed surfaces
13 Concrete shall contain no additives unless prior opprova/ acted by mechanical tamping. BockMl material shall be drawing ST -12 in this design manual. 4. Soil test date used in the design ca/cu/otion shall be as shown shall receive o uniform opplicotion of white pigmented curing compound Section A -A
6. Total maximum allowable driveway width shall not is obtained tram the City Engineer. properly compacted to springline prior to proceeding. furnished by a soil testing laboratory report to be signed conforming to the requirements at the Standard Specifrcotions.
exceed 60X of commercial property homage airs- 0 and sealed by o licensed engineer. ° /3 M t3' (Q4Swf aC � 4. Manhole costing shall be to specifications of SW -6. 5. boa G0, and GOL inlets may only be used with opproval of the
way dimension as defined on plan shall be the basis �J JO0 14. Concrete shall be cured with o white pigmented curing 2. BackMl /a flexible pipe. TABLE wA w i� Manhole cove olnal/ hove cost thereon in roiled letters City Engineer. GDO, CO, and CGY inlets stroll be constructed in
of such determnol on. ^ o� $� compound complying to Section 90 -7.018 0/ the Pipe and Fittings shall be installed in accordance with the °
/ \ C F F Standard Spedricotions current ASTM speciricotion D -1311 N1v Goss / and It
1-
501.4
s
`SxMgx
y ra.
OR�pc`
embedment materials within the pipe zone will be considered
P a�qx suitable. l4thin the pipe zone, water flooding and jetting shall
not be used for bockfrll compaction for flexible pipe. The
?�q bedding and hounching shall be hand placed to the Spring line
k of the pipe and properly compacted. For sewer mains; Gass l
bedding is required for bedding and hounching. Core shall be
taken not to dislocate the pipe. The remaining backrill in the
pipe zone shall be hand placed and compacted in lifts not to
exceed 6.0" thickness Bockrill material shall be properly
compacted to springline prior to proceeding.
The
shop VAWY for
IMO widths:
I PRA /N lettering to be 10 (75mm) m height and raised
in conformance to the Standard Speaficotions See Plans D72
Minimum Aggregate Bose is to be 0.4:
NV GREATEST
TAURNG
CLASS I tE001N1fG
DAWNSM
6. A solely loofa o/ 0.2 shell be applied in povernent
OR &LONY
1,0' or less
I,0 wider
!.0 wader
calculations
both Ban
both SkIft
LO' up to 10'
LO' Wider
a0" wldler
B
A sbft
I both Sims
2.0' or more
L3 wader
1 I.0' wider
?
both sides
both sides
5. Minimum A•C. thickness is to be 0.2' Type 3
r4owIR: Sr -12W
3. BackfAl material above the pipe zone shall be free sow
of deleterious moteriol and lumps or stones exceeding 12/13
4.0" in greatest dimension and shall be placed in not STANDARD XUA W
to exceed one foot (LO' loose) layers and each /o)w TRENCH BACKFILL oltoxo
shall be thoroughly compacted by mechanical tamping. AND COMPACTION , St
veer e REQUIREMENTS 901 'S
CITY OF BAKERSFIELD $T
CALIFORNIA - 2
Olt 0010111101 PUBLIC WORKS DEPARTMENT
r*,DWAK. Sr -1214v
are 12/13
STANDARD sow XUAW
STRUCTURAL a111oltn
PAVEMENT earlsus,1
SECTION galore
CITY OF BAKERSFIELD
CALIFORNIA $T -13
01+0p11Kp1 PUBLIC WORKS DEPARTMENT
I PRA /N lettering to be 10 (75mm) m height and raised
in conformance to the Standard Speaficotions See Plans D72
Minimum Aggregate Bose is to be 0.4:
0110111111 i
°� y,ntw
I 0.125" (5-m).
and D74. notes shall be Type 24 as per Plan D77 -8. rXIDIM119: D -17mv
6. A solely loofa o/ 0.2 shell be applied in povernent
- --
+
°
d
SN Mks b
- - - - - -, 5. Pipe shot be specified as directed by the aly Engineer
- •- • -I -� -� +
6. Expansion joint a 2.0" deep weakened plane pint shot/ be oAS e/2/se
placed between gutter depressions and standard curb anal gutter. STANDARD sr�
calculations
1
;
of awl Am T
Expansion pint filler material shalt consist of pie /armed strips icu
B
B
of durable, resilient compound that con form to the requirements olio �v
Cosrt
?
d s_1�
of the Standard Specifcotions GUTTER DEPRESSIONS sur/
, (
. d • 4- (ley On)
k 1•S
w11+rto11ts gal 110:
a0•
* da ofof 0•
1--w6ikW
CITY OF BAKERSFIELD
CALIFORNIA D-17
(ai1,Jw)�
ilr(a9JY ark
raplwc, sr -sw I
r4owIR: Sr -12W
3. BackfAl material above the pipe zone shall be free sow
of deleterious moteriol and lumps or stones exceeding 12/13
4.0" in greatest dimension and shall be placed in not STANDARD XUA W
to exceed one foot (LO' loose) layers and each /o)w TRENCH BACKFILL oltoxo
shall be thoroughly compacted by mechanical tamping. AND COMPACTION , St
veer e REQUIREMENTS 901 'S
CITY OF BAKERSFIELD $T
CALIFORNIA - 2
Olt 0010111101 PUBLIC WORKS DEPARTMENT
r*,DWAK. Sr -1214v
are 12/13
STANDARD sow XUAW
STRUCTURAL a111oltn
PAVEMENT earlsus,1
SECTION galore
CITY OF BAKERSFIELD
CALIFORNIA $T -13
01+0p11Kp1 PUBLIC WORKS DEPARTMENT
COMBINATION
COMMERCIAL DRIVE
APPROACH
TYPE AC
w COMBINATION SIDEWALK
aw
900
0110111111 i
°� y,ntw
sage
APNION1n
1�tet
ST-5
CITY OF BAKERSFIELD
CALIFORNIA
PUBLIC WORKS DEPARTMENT
On 0110M
File Nome: 02_Porkin Lot- Grodin
Drawn: JAF
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P4C132 Engineer: LS
Dote: Feb. 6, 15 Checked By
01+0101100! PUBLIC WORKS DEPARTMENT
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STANDARD a...6icu
SEC170V A -A °"1O �
JUNCTION BOX
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CITY OF BAKERSFIELD -1
CALIFORNIA s - 2
Of 01011tu PUBLIC WORKS DEPARTMENT Cl T Y RECORD No.
MESA MARIN SPORTS COMPLEX: PARKING LOT EXPANSION EAST OF BEDFORD GREEN
DETAILS
SHEET N0.
3 OF 10
O 1 2 3
GENERAL NOTES: QRpFESS /ON
I?' l ?' ca�cne/e cobr q
(6 ao/ Imled llffpnoo/ nut SkW owy k" A# Bar MATCH F� S 1 N Gy �
,r,,rol;,o„ lop 1. POLE: EXISTING POLES /N NORTH LOT (LS/ LIGHTING �`�e
In. 5SQBO -SO7G- 27.5 -S /180 -BLK, PER ORIGINAL PLAN VERIFY) Z T" 20� - - - - - - - - - - - -
jai s
Pok a0t III -III -III- 111 =III -III.. II C /ear opening to Gote to open o LUMINA /RE AEL ATB2 80 BLED E10 480 ML R5 BK (DISTRIBUTION PER R GISTERED CIVIL ENGINEER C 80507
GIGI6?5' °' a•
line up with buffer minimum of 120• LIGHTING PLAN). HOLE COVER TO HAVE TWO 114 -20 STAINLESS STEEL * Exp. 3 -31 -15
ba/ crone TAMPERPROOF HEX REJECT SCREWS. INSTALL HOT DIPPED GAL VAN /ZED
_ II b NUTS AND LEVELING WASHERS ON TOP AND BOTTOM OF FLANGE BASE. CITY OF BAKERSFIELD s�yT CIVIL ��\P
11- III -III -III :;':1 =1I1- 111 -1I1= h SEEST -27FOR INSTALL GROUT UNDER BASE AFTER LEVELING. FOUR ANCHOR BOLTS 1501 TRUX TUN AVENUE F OF
11.5' IOWC Shoal S
bat arck /,l //? (a) � ' ?.o' (RASH AND GREASE BARREL BAKERSFIELD, CA 93-301 CAS
pYe -cost concrde Cone bolt & hole in paving PROVIDED BY POLE MANUFACTURER. POLE BASE REINFORCEMENT
BASE PLATE (PLAN BASE PLATE 6PROFILE) ENCLOSURE DETAILS to hold ate in closed and »
par 009 O O O O 0C open position. -THREE #3 TIES IN UPPER 5 AROUND ANCHOR BOLTS, FOUR #4
0 O 0 0 0 0 0 0 Hole to be 1.5 diameter of VERT/CLE BARS AND #3 TIES AT 12" ON CENTER. REVISIONS
�'{ cone bolt. No. DA TE DESCRI P TION
Al d SW Al 0 0 0 0 0 0 0 0
2. PULL BOX: BOX- OLDCASTLE B1017 OR APPROVED EQUAL WITH
Scheoide IO - IS' �- 3" square metal tube GALVANIZED STEEL SKID RESISTANT BOLT DOWN LOCKING LlD WI TH LID
ekCl/iC Q73'�x set in concrete (not attached) „ »
s►n� (3 ' min. size) GASKET MARKED ELECTRICAL
LOCATE PULL-BOX WITHIN 3 OF POLE BASE WITH CONTINUOUS
CONCRETE APRON - 200' MAX /MUM DISTANCE BETWEEN PULL BOXES.
•
It 16ir, Abdus
2
G;y,,l � •':°; : ��� � INSTALL 8" MINIMUM THICKNESS OF 314" CRUSHED ROCK UNDER BOX
rbr
see .j�` t0U /i7rSenice ---•- PLAN FOR DRAINAGE. INSTALL 2" MORTAR BED ON GRAVEL TO SEAL BOTTOM
sra,rlordsr - ?� ?s• 'F- 1o�aot OF BOX. INSTALL 3/4" PVC DRA /N PIPE TO ALLEV /ATE STAND /NG
0.5" or 0.625" %'
Grounding Rod (at street WA TER IN PULL BOX." X 8' COPPER CLAD GROUND RODS ARE
light pull box on /y)
REQUIRED IN BOXES FEEDING POLES ONLY -NOT IN INTERMEDIATE PULL
TYPICAL STREET LIGHT do I " ?• BOXES.
PULL BOX DETAIL
PULL BOX LOCATION DETAIL S
Cal Qo Aidars OW secwe AM AIAW J. CONDUITS: CONDUITS TO BE GRAY PVC SCHEDULE 40- 1 -1 /2 "
WWrM of lea Of Pa b" w7h MINIMUM, LARGER CONDUITS TO BE USED WHERE NEEDED. INSTALL
Gighl Pak Not -d- � tin ob1ap�h"� ets'nucon concrete (nto�eotfached) CONDUI TS SO THAT THEY ARE NEA TL Y ARRANGED IN CEN TER POR TION
_..,_._....,...,,., ,..,,.._,.,..._..,..._..,..._.__..._ ._._..,_..,,..__..,,.._,.,,.,_.
.........__......_...\._..1 ...... L3' - ?o' 1ip�" ( °l sliest Agrrl puroar °drj (3" min. size) OF BOX, ENTERING BOX PLUMB. INSTALL END BELLS ON ALL CONDUITS.
Scat rrebel.een SEAL CONDUITS WITH DUCT SEAL, COMPLETELY SEALING AROUND
comeclanS
CONDUCTORS AND AT LEAST I" THICK. USE 18 RADIUS MINIMUM
Ln N SWEEPS ON ALL BENDS - EXCEPTION STANDARD SWEEPS ARE OK ON
f00AW �. SHORT RUNS BETWEEN PULL BOX AND POLE. RUNS SHALL HAVE NO
o�ab�`►dSI 24 o +I/,3heighl o/posl MORE THAN A TOTAL OF 270 DEGREES OF BENDS BETWEEN PULLING SEE PARKING LIGHT
Lc� lrollic POINTS. MINIMUM CONDUIT DEPTH SHALL BE 24 BELOW GRADE
`" � FOR ELI �T SPECIFICA TIONS
o COVER DETAIL SIDE W W 4. WIRING: MINIMUM CONDUCTOR SIZE IS #10 THW STRANDED
law COPPER, AL TERNA TE WIRE SIZES MUST BE USED IF VOL TA GE DROP
Q) crmw amp
`` STREET LIGHT do NOTES: EXCEEDS 2% -CHECK AND RECHECK CALCULATIONS. SUPPLY VOLTAGE
PULL BOX LOCATION 1. Locate street light pull box in sidewalk within INNER BOX DETAIL BE 480V TO MATCH NORTH LOT SPLICES IN PULL BOXES SHALL BE
U, AT DRIVEWAYS 5.0' o/ street light standard. MADE WITH STANDARD TIN PLATED UNISULA TED COMPRESSION SPLICES
OR COPPER COMPRESSION PARALLEL SPLICE, INSULA TE SPLICES WITH
IMEN A: ST-1 24Kw 2. Remove cover before placing concrete for sidewalk $�- � ' ST-26
a, a1< s/i�99 or collar. Keep inside of box free of overspill. «; 11/19/10
HEAVY WALL ADHESIVE BASED HEAT SHRINK TUBING (3M 0400, 0800,
STANDARD Oft" STANDARD
� °'�"• ,,a, J. Pull box shall be size 3 1/2 and shall be located STANDARD �a 1101111111 1111111 1100 OR APPROVED EQUAL), INSTALL 1.5" OF HEAT SHRINK PAST
a STREET LIGHT aso within 5.0'of the street light and installed STREET LIGHT aso �� GATE DETAILS �u EACH END OF SPLICE,
BASE PLATE DETAILS WAX /lush with the sidewalk. Grovel (0.75* max) PULL BOX su11R FOR REFUSE >� ILM WHEN PARALLEL SPLICES ARE MADE - INSTALL 3" OF HEAT SHRINK
I LOCATION DETAILS w"'S' shall be placed under the pull box for DETAILS erS CONTAINER
---• ,,,.,,o„ �9
OUT 10� drainage. Pull box cover sholl be marked to ...1111m ' ' "0'` ...�oKn " "°` PAST EACH END OF SPLICE AND CRIMP THE SPLICE WITH NEEDLE
0
-1 CITY OF BAKERSFIELD 24 id entify it as street lighting. Pull box shall be CITY OF BAKERSFIELD $T -2S CITY OF BAKERSFIELD $T -2$ NOSE PLIERS UNTIL THE ADHESIVE HAS COOLED CREATING A WATER
a, CALIFORNIA pre -cost concrete. CALIFORNIA CALIFORNIA
TIGHT SEAL AROUND EACH INDIVIDUAL CONDUCTOR. USE PROPER
C C-1Y PUBLIC BLIC WORKS DEPARTMENT
Ori pOMf![f PUBLIC WORKS DEPARTMENT d PUBLIC WORKS DEPARTMENT
TOOLS TO MAKE CRIMPS PER MANUFACTURES INSTRUCTIONS. GROUND
�- WIRE FROM POLE BASE TO GROUND ROD SHALL BE #8 MINIMUM. THE
fir NOTES: CIRCUIT SHALL BE FUSED IN THE PULL BOX ADJACENT TO THE POLE. STAINLESS STEEL
cV L All work shall con form to the sections of the standard
o FUSE HOLDERS SHALL BE FERRAZ SHAWMUT FEX -11 -11 600V 30A. TAMPERPROOF SCREW
spec /ficot/ons entitled "Standard Specilicotion� State of
California, Deportment of Transportation , approved current INSTALL 3M 0400 HE,4 T SHRINK (OR APPROVED EQUAL) OVER HEX - REJECTION P/N STYLE
so, edition and the following general notes: 'DRA /NA GE CHANNEL TERMINA TIONS WI TH A T LEAST 1 " OF HEAT SHRINK` TUBING PAST J - #,3 TIES IN UPPER 5"
STD SSW AREA CONNECTION OVER CONDUCTOR INSULATION. FUSES SHALL BE 6A
Buller boots as requrad 2. Subgrode preparation shall be constructed true to grade PARKING L 0 T FINISH SURFA CE AROUND ANCHOR BOLTS
Dr sad not and cross section, with compaction of 90% to a depth of 2 RATED - BUSSMAN KTK6 -NO EXCEPT IONS
Q attached w7h ggorwad 6.0'
U e ua�ae/e s J TRUNCA TED
NI aGIS?5'/► o' tin
J. Concrete shat! be Class 3 and have o slump between <: f DOME AREA 5. /NS TA L L A TION: ALL WORK SHALL BE PERFORMED BY A LICENSED 1/2 " x 8' COPPER
2.5" and 5.5 ". The surface shall be f L C 10 ELECTRICAL CON TRA C TOR UNDER JOURNEYMAN LEVEL SUPERVISION
% �i QI?S%10'MOa< rnished to grade and cross section with a /loot, troweled i • f PA VING SECTION CLAD GROUND ROD
io $ smooth, and finished with o broom.'
&AW AID w7h Paved < f`
� GIs rocbs corners Surface � � ''� / ,�'' HINGE POI N T
p 4. Concrete sholl be cured with a white - pigmented curing
Un 4D'QO1 compound complying to Section 90 -7.018 of the standard ` `' ``` °° '` �� '' ' CLEARANCE FOR PARKING LOT SEE "PULL BOX"
specifications ``�
o ° �., ' \. p U rill TIES (IRRIGATION,
SURFACE DETAIL
V) 5. Concrete sholl contain no additives unless prior written
Grease Barrel Enclosure approval is obtained from the City Engineer `'`� `, a;° nl ELECTRICAL, WA TER, 6'x12 DEEP" CONCRETE 30"
o Optional unless required °° APRON AROUND BOX & PARKING LOT
by City Engineer. 6. if any place, premises or use of property accumulates -.Q" E TC) CONS TRUC T 2" THICK MORTAR TAR BED POLE BASE SURFACE
w �o• or generates sufficient refuse to require more than four SIDEWALK AND
standard contoiner4 the City Engineer may require ro SEAL eox BOTTOM
0 occupant to provide and install a detachable bin -box of CURB PER COB
STORM DRAIN SYSTEM-
sufficient capacity to hold accumulated refuse. SDR 35 PIPE STANDARDS CHRISTY 81017 BOX
PLAN
SINGLE BIN ENCLOSURE 7. Detachable bin refuse containers shall be placed ono 3/4 CRUSHED ROCK
r / container pod at rode level. UNDER BOX 8" THICK (SEE NOTES)
concrete refuse canto p g
Be ovbsu►e
See mle Abt d 8. Me City Engineer may require on enclosed structure
I Qo" 3/4 " PVC DRAIN REINFORCED C N
around detachable bin refuse containers if they determine
0 61Mq�+' Curb �o on unenc %sed bin to be unsightly.
18" MIN. RADIUS FOR CONDUITS TO GRAVEL
FOOTING W 4 #4 VER T
EXTENDING TO PULL BOXES OR BARS AND #3 HO I .
• p ow Surlae 9. The bin enclosure may be constructed of concrete PG &E 2 BOX TIES @ 12 " O. C. MAX
N 8o block, per detail on this standard, chain -link fence per SECTION ALONG DRAINAGE
#
`n TYPICAL TRENCH SECTION ,Q
� standard D -11 or other material. Material and design shall PULL LJ OX DETAIL
C_ Gm 3 PCC be subject to the City Engineer approval. CHANNEL (CASE B )
n
C TYPICAL SECTION W1 TH 10. Refuse container pods shotl be constructed of 4"
L CHAIN LINK FENCING thick concrete with on intergral concrete bumper DRAINAGE
a curb on three sides at least 80" in height and 6.0" � � DRAINAGE
in width. The minimum pod size to inside /ace of
a Coal Don / Coe we SX4 cap bumper curbs shall be 8.0' x 6.0' The pods 2 CHANNEL
( ) CHANNEL
Q) and the 10' wide area in front of them shall slope » >
6': 8'r 16' eowde bock away from the rear bumper curb at between one - sixteenth 2.5 TYPE B A.C. ee'� °` °� % ,
i `r
� hi or Coe wwe I (0.0625") and one -eight (0.125) inch per foot. ;� ~ z�' � �� �� �, ,� °� �" ` � , '� �.� : �, , WALKWA Y
• �
• e 11. Where there is on alley abutting the premises, refuse 6.5 CL l/ A GG BA SE _. ,:> ° °$ .,;; ,F,<,.„ ,.,,a.; ev s; .,, _i
N ? r 8" Du/kr bound containers shall be placed odpcent to the alley. ". ; M is I (� HINGE POINT S / �2 6 -J
� w; PARKING '
U �y of �• GIG: ..� 12. See detail ST -28 for gate details _ ' ,_......,_,. i
AREA
n pow .' _ HINGE POINT PARKING LOT
12 COMPA C TED SO /L TO ;
w _, ..
p..
95% REL COMPACTION
O T- �o 0ass3 _ I AT D LIGHT DETAIL
N ' a
N �o• N
two- PCC _ CONS TRUC T T R ME AREA
�_, N WNW: ST -2m v SIDEWALK AND DO
TYPICAL SECTION WITH STANDARDs��
CURB PER COB
X, STANDARDS
CONCRETE BLOCK WALL MINIMUM
REFUSE aKO�o
ACCESS RAM
E it" AREA
CONTAINER PAD guy uar� vy
�
CITY OF BAKERSFIELD ST -27 N SECTION SECTION ALONG DRAINAGE WALKWAY TRANSITION ALONG
j CALIFORNIA TYPICAL PARKING LOT PAVING
CHANNEL CASE A DRAINAGE CHANNEL CASE C CITY RECORD No.
DIV p01M PUBLIC WORKS DEPARTMENT
File Name: 02- Parkin Lot- Grodin Drawn: JAF MARIN SPORTS COMPLEX PARKING LOT EXPANSION: SHEE T NO.
CITY OF -BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P4C143 Engineer: JAF
DETAILS 4 OF 10
Date: Feb. 5, 15 Checked By
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EAR.THWOfK" .EXCA VA TION IN TH %S:. , `'..
CITY OF BAKERSF /ELD, CALIFORNIA
MA TCH LINE SEE SHEET 6
File Name.• 02_Parkin Lot—Grading Drawn: JAF
PUBLIC WORKS DEPARTMENT Job No.: P4C143 Engineer: JAF
Date: Feb. 9, 15 Checked By
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RE I S TERED CIVIL ENGINEER L C 80507
y� Exp, 3 -31 -15
CITY OF BA KER SFI EL D �P
1501 TRUXTUN AVENUE qTF OF F � CAS _ �F
BAKERSFIELD, CA 93301
REV IS IONS
No. DA TE I DESCRIP TION
171 //
27 / /
LANDSCAPE SLEEVE SCHEDULE
SYM
SIZE
QTY
LENGTH (EA)
COMMENTS
1A
O
1 112
1
315 LF
CAP ALL ENDS. BE-
BELOW AC AND S1W
/
2A
1 112
1
315 L F
CAP ALL ENDS. BE-
LOW AC AND S1W
2 112"
1
315 LF
O3A
2"
1
315 LF
CAP ALL ENDS. BE—
LOW AC AND S1W
2 112
1
315 LF
4A
2 112'
2
315 LF
CAP ALL ENDS.
BELOW AC & S1W
2"
4"
3
45 LF EA
CAP ALL ENDS. LOW W AC & S1W
6A
2 7 2"
1
100 LF
CAP ALL ENDS. BE-
LOW AC & S1W
4
2
100 LF
7A
2"
1
191 LF
CAP ALL ENDS.
BELOW AC PAVING
2 112"
1
191 LF
8A
1 1/2"
1
193 LF
CAP BOTH ENDS.
BELOW AC PAVING
9A
1 1 2"
1
10 LF
CAP ALL ENDS.
BELOW S1W
1
2
1
10 LF
10A
1 112"
1
10 LF
CAP ENDS.
BEL OW S/W
11A
2"
1
16 LF
CAP ALL ENDS.
BELOW SIDEWALK
4"
1
16 LF
12A
4"
1
12 LF
CAP ALL ENDS.
BELOW SIDEWALK
13A
2';4"
6';12"
1 EA
1 EA
96 LF EA
96 LF EA
CAP ALL ENDS.
BELOW AC /SW
ELECTRICAL CONDUIT SCHEDULE
YM
SIZE
QTY
LENGTH
COMMENTS
1B
1 112"
1
250 LF
BELOW PAVING
Q
TYPE $$A"
GRADE SAG
D- 141D -17
AND S1W
Q
TYPE "A"
GRADE SAG
D- 141D -17
CAP ALL ENDS.
26
2"
1
315 LF
BELOW PAVING & SW
CAP ALL ENDS.
36
2"
1
315 LF
BELOW PAVING & SW
CAP ALL ENDS.
46
2"
1
315 LF
BELOW PAVING & SW
56
2"
1
45 LF
CAP ALL ENDS.
BELOW PAVING & SW
66
2"
1
100 LF
CAP ALL ENDS.
BELOW PAVING & SW
7B
2"
1
191 LF
CAP ALL ENDS.
86
2$$
1
193 LF
CAP ALL ENDS.
BELOW PAVING
96
2"
1
10 LF
CAP ALL ENDS.
10B
2"
1
10 LF
CAP ALL ENDS.
BELOW S1W
G
2"
1
16 LF
CAP ALL ENDS.
BELOW S1W
126
2"
1
12 LF
CAP ALL ENDS.
BEL 0 W S1W
136
2$$
1
10 LF
CAP ALL ENDS.
BEL O W S1W
14B
2"
1
LINKNOW
BELOW S1W
VERIFY L OCA TION
STORM DRAIN STRUCTURE SCHEDULE
SYM
CATCH BASIN
GUTTER DEPRESSION
COB STD (S)
COMMENTS
Q
N/A
N/A
D -16
MODIFIED
EX MH TIE —IN
18" RCP PIPE
Q
TYPE $$A"
GRADE SAG
D- 141D -17
18„ RCP IN
18 RCP OUT
Q
TYPE "A"
GRADE SAG
D- 141D -17
18" RCP IN
18" RCP OUT
QTYPE
4
"A"
GRADE SAG
D- 1410 -17
18" RCP OUT
H
SCALE- 1 " =20'
PARKING LIGHT LEGEND
SYM
DESCRIPTION
LIGHTS
TYPE
LED FIXTURE
1
A T52 SERIES
284 W TYPE 3
2a
LED FIXTURE
2
A TB2 SERIES
284 W TYPE 5
2b
LED FIX TURF
1
A T52 SERIES
284W TYPE 5
LANDSCAPE
MEDIAN ISLAND
O 4'x4' MEDIAN
ISLAND
7. q- I/ �3
CITY RECORD No.
MESA MARIN SPORTS COMPLEX: PARKING LOT EXPANSION EAST OF BEDFORD GREEN
ROUGH GRADING PLANS
O 1
SHEET NO.
5 OF 10
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MA TCH LINE SEE SHEET 7
Q�pF E SS / ON
F� SINCy q�
-Z
REGISTERED Cl VIL ENGINEER C 80507
* Exp.3 -31 -15
CITY OF BAKERSFIELD �P
cIv��
1501 TRUXTUN AVENUE
BAKERSFIELD, CA 93301 OF CA��F
REV ISIONS
No. DA TE I DESCRIP TION
ELECTRICAL CONDUIT SCHEDULE
��
J�
SIZE
OTY
LANDSCAPE SLEEVE SCHEDULE
SYM
SIZE
QTY
LENGTH (EA)
COMMENTS
1A
1 112"
1
315 LF
CAP ALL ENDS. BE-
BELOW AC AND S/W
2A
1 14
1
J15 LF
CAP ALL ENDS. BE-
LOW AC AND S/W
2 112"
1
315 LF
3A
2
1
315 LF
CAP ALL ENDS. BE-
LOW AC AND S/W
2 112"
1
315 LF
4A
O
/ "
2 1 2
2
1 L
3 5 F
C AP A LL ENDS.
BELOW AC & S / W
5A
4"
3
45 LF EA
CAP ALL ENDS. BE-
LOW AC & S/W
6A
2 112
1
100 LF
CAP ALL ENDS. BE-
LOW AC & S/W
4
2
100 LF
7A
2"
1
191 LF
CAP ALL ENDS.
BELOW AC PAVING
2 1/2"
1
191 LF
QA)
1 1/2"
1
193 LF
CAP BOTH ENDS.
BELOW AC PAVING
9A
1 112 "
1
10 LF
CAP ALL ENDS.
BEL 0 W S/W
2
1
10 LF
G
1 112"
2
/
2"
10 LF
AP ENDS.
C E DS
BEL 0 W S/W
11A
2"
1
16 LF
CAP ALL ENDS.
BELOW SIDEWALK
4"
1
16 LF
12A
4"
1
12 LF
CAP ALL ENDS.
BELOW SIDEWALK
13A
2'; 4"
6';12"
1 EA
1 EA
96 LF EA
96 LF EA
CAP ALL ENDS.
BELOW AC /SW
ELECTRICAL CONDUIT SCHEDULE
YM
SIZE
OTY
LENGTH
COMMENTS
1B
1 112
1
250 LF
BELOW PAVING
2
A T32 SERIES
284W TYPE 5
2b
a
LED FIXTURE
AND S/W
A T32 SERIES
284W TYPE 5
CAP ALL ENDS.
2B
2"
1
315 LF
BELOW PAVING & SW
CAP ALL ENDS.
3B
2"
1
315 LF
BELOW PAVING & SW
CAP ALL ENDS.
4B
2"
1
315 LF
BELOW PAVING & SW
5B
2"
1
45 LF
CAP ALL ENDS.
BELOW PAVING & SW
6B
2"
1
100 LF
CAP ALL ENDS.
BELOW PAVING & SW
7B
2"
1
191 LF
CAP ALL ENDS.
8B
2"
1
193 LF
CAP ALL ENDS.
BELOW PAVING
9B
2"
1
10 LF
CAP ALL ENDS.
10B
2"
1
10 LF
CAP ALL ENDS.
BEL 0 W S/W
11 B
2"
1
16 LF
CAP ALL ENDS.
BEL O W S/W
12B
8
2"
1
12 LF
CAP ALL ENDS.
BEL 0 W S/W
136
2"
1
10 LF
CAP ALL ENDS.
BEL 0 W S/W
14B
2"
1
UNKNOW
BELOW S/W
VERIFY L OCA TION
ZEI
®
SCALE. 1 "=20'
PARKING LIGHT LEGEND
SYM
DESCRIPTION
LIGHTS
T YPE
2
LED FIXTURE
1
A T32 SERIES
284W TYPE 3
28
LED FIXTURE
2
A T32 SERIES
284W TYPE 5
2b
a
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1
•
A T32 SERIES
284W TYPE 5
LANDSCAPE
MEDIAN ISLAND
O 4'x4' MEDIAN
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i
KEY MAP
.I- /vx
Cl T Y RECORD No.
File Name: 02_ Parkin g Lot_Gradin g Drawn: JAF MESA MARIN SPORTS COMPLEX: PARKING LOT EXPANSION EAST OF BEDFORD GREEN SHEET NO.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P4C143 Engineer: JAF
Date: Feb. 9, 15 Checked By ROUGH GRADING PLANS 6 OF 10
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* Exp.3 -31 -15
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE qTF clv�\_
BAKERSFIELD, CA 93301 OF CAQ
REV ISIONS
No. DA TE DESCRIP TION
/ /
271 / /
LANDSCAPE SLEEVE SCHEDULE
1 11 ,® , # k i k
#
OTY
LENGTH (EA)
COMMENTS
€
1 112"
(
k
CAP ALL ENDS. BE-
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t
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12"
2
1
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10A
1 112"
1
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REGISTERED CIVIL ENGINEER z C 80507 I
* Exp.3 -31 -15
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE qTF clv�\_
BAKERSFIELD, CA 93301 OF CAQ
REV ISIONS
No. DA TE DESCRIP TION
/ /
271 / /
LANDSCAPE SLEEVE SCHEDULE
1 11 ,® , # k i k
#
OTY
LENGTH (EA)
COMMENTS
I
1 112"
(
k
CAP ALL ENDS. BE-
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1
191 LF
8A
1 112"
1
193 LF
CAP BOTH ENDS.
BELOW AC PAVING
G
1 1
1
10 LF
CAP ALL ENDS.
BEL 0 W S/W
12"
2
1
10 LF
10A
1 112"
1
10 LF
S w
,
a
fl
i
CAP ALL ENDS.
BELOW SIDEWALK
g a
1
a
12A
4"
1
g
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BELOW SIDEWALK
13A
2'; 4"
6';12"
1 EA
1 EA
96 LF EA
96 LF EA
CAP ALL ENDS.
BELOW AC /SW
10 LF
CAP ALL ENDS.
BEL 0 W S/W
116
2"
1
16 LF
CAP ALL ENDS.
BEL 0 W S/W
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2"
1
12 LF
CAP ALL ENDS.
BEL 0 W S/W
13B
2"
1
LIMITS
OF ROUGH GRADING
r`r
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CITY OF BAKERSFIELD, CALIFORNIA
QRCjF ESS IONq
1 N GH �
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CO
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REGISTERED CIVIL ENGINEER z C 80507 I
* Exp.3 -31 -15
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE qTF clv�\_
BAKERSFIELD, CA 93301 OF CAQ
REV ISIONS
No. DA TE DESCRIP TION
/ /
271 / /
LANDSCAPE SLEEVE SCHEDULE
SYM
SIZE
OTY
LENGTH (EA)
COMMENTS
1A
1 112"
1
315 LF
CAP ALL ENDS. BE-
BELOW AC AND S/W
2A
1 1
1
315 LF
CAP ALL ENDS. BE-
LOW AC AND S/W
2 112"
1
315 LF
3A
2'
1
315 LF
CAP ALL ENDS. BE-
LOW AC AND S/W
2 112"
1
315 LF
4A
2 112'
2
315 LF
CAP ALL ENDS.
BEL 0 W AC & S/W
5A
4 "
3
45 LF EA
CAP ALL ENDS. BE-
LOW AC & S/W
6A
2112"
1
100 LF
CAP ALL ENDS. BE-
LOW AC & S/W
4
2
100 LF
7A
2"
1
191 LF
CAP ALL ENDS.
BELOW AC PAVING
2112"
1
191 LF
8A
1 112"
1
193 LF
CAP BOTH ENDS.
BELOW AC PAVING
G
1 1
1
10 LF
CAP ALL ENDS.
BEL 0 W S/W
12"
2
1
10 LF
10A
1 112"
1
10 LF
CAP ENDS.
BEL OW S/W
11A
2"
1
15 LF
CAP ALL ENDS.
BELOW SIDEWALK
4"
1
16 LF
12A
4"
1
12 LF
CAP ALL ENDS.
BELOW SIDEWALK
13A
2'; 4"
6';12"
1 EA
1 EA
96 LF EA
96 LF EA
CAP ALL ENDS.
BELOW AC /SW
ELECTRICAL CONDUIT SCHEDULE
YM
SIZE
QTY
LENGTH
COMMENTS
1B
1 112"
1
250 LF
BELOW PAVING
2
A T82 SERIES
284 W TYPE 5
2 b
LED FIX TURF
AND S/W
A T92 SERIES
284 W TYPE 5
CAP ALL ENDS.
2B
2"
1
315 LF
BELOW PAVING & SW
CAP ALL ENDS.
3B
2"
1
315 LF
BELOW PAVING & SW
CAP ALL ENDS.
4B
2"
1
315 LF
BELOW PAVING & SW
5B
2"
1
45 LF
CAP ALL ENDS.
BELOW PAVING & SW
6B
2"
1
100 LF
CAP ALL ENDS.
BELOW PAVING & SW
7B
2"
1
191 LF
CAP ALL ENDS.
8B
2"
1
193 LF
CAP ALL ENDS.
BELOW PAVING
9B
2"
1
10 LF
CAP ALL ENDS.
10B
2"
1
10 LF
CAP ALL ENDS.
BEL 0 W S/W
116
2"
1
16 LF
CAP ALL ENDS.
BEL 0 W S/W
12B
2"
1
12 LF
CAP ALL ENDS.
BEL 0 W S/W
13B
2"
1
10 LF
CAP ALL ENDS.
BEL 0 W S/W
14B
2"
1
UNKNOWJ
BELOW S/W
VERIFY L OCA TION
SCALE: I " =20'
PARKING LIGHT LEGEND
5 Y
DESCRIPTION
LIGHTS
TYPE
F
LED FIXTURE
1
A TB2 SERIES
284W TYPE 3
9
9
LED FIXTURE
2
A T82 SERIES
284 W TYPE 5
2 b
LED FIX TURF
1
A T92 SERIES
284 W TYPE 5
LANDSCAPE
MEDIAN ISLAND
O 4'x4' MEDIAN
ISLAND
SR 178 a
........ : d h mM
}
KEY MAP
S' ,
L
CITY RECORD No.
File Nome: 02--Parkin Lot—Grading Drawn: JAF
PUBLIC WORKS DEPARTMENT Job No.: P4C143 Engineer: JAF MESA MARIN SPORTS COMPLEX: PARKING LOT EXPANSION EAST OF BEDFORD GREEN SHEET NO.
Date: Feb. 9, 15 Checked By ROUGH GRADING PLANS 7 OF 10
O 1 2 3
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0
0
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0
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0
w
0
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0
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Poin t Table
Point #
Row Description
Northing
Easting
Elevation
10001
D -BSW
2330774.2734
6296436.9094
684.710
10002
D -AC
2331230.0084
6296129.9829
689.490
10003
D -AC
2331148.4607
6296129.2762-
689.900
10004
D -AC
2331319.4717
6296130.7900
689.320
10005
D -AC
2330764.1965
6296407.7585
683.800
10006
D- TC
2330759.8988
6296248.4952
685.390
10007
D -AC
2331319.4616
6296130.5491
689.820
10008
D -AC
2331229.5084
6296129.9802
688.990
10009
D -AC
23311479986
6296129.2710
690.400
10010
D -AC GB
2331134.7572
6296147.1542
689.900
10011
D -AC
2331031.4346
6296128.2035
688.080
10012
D -AC
2331004.9847
6296264.6059
686.110
10013
D -INLET DEP FL
2331004.2053
6296351.6226
684.830
10014
D -INLET LID
2331196.1283
6296362.7204
687.630
10015
D -AC
2331029.1413
6296359.2197
685.500
10016
D -AC GB
2331132.1006
6296434.0807
686.910
10017
D -AC
2331036.7841
6296433.1729
687.000
10018
D -AC
2331005.2967
6296426.1858
687.200
10019
D -AC
2330964.0430
6296400.9229
686.850
10020
D -AC
2330954.8140
6296423.9474
687.500
10021
D- TC
2331007.3288
6296425.9845
687.700
10022
BSW
2331036.8065
6296437.7561
687.120
10023
BSW
2331131.3849
6296438.6788
687.530
10024
Canal AP
2331130.7740
6296440.6980
687.030
10025
TC
2330905.1244
6296248.4952
686.540
10026
D -AC GB
2330926.5057
6296269.5192
686.040
10027
Inlet CB Dep
2330779.4535
6296360.0175
682.460
10028
Dog Park
2330831.7533
6296233.8994
687.500
10029
D -ac
2330832.4757
6296248.9952
685.750
10030
D- TC
2330832.5061
6296248.4375
686.250
10031
Dog Park -Fence
2330700.6351
6296227.3502
687.250
10032
xwolk
2330940.4326
6296269.5615
686.940
10033
TSW
2330907.6228
6296266.4952
686.540
1 0034
AC DESIGN
2330930.7000
6296379.9908
687.600
10035
AC DESIGN
2330965.3311
6296373.0837
686.930
10036
AC DESIGN
2330950.2542
6296343.1031
687.230
10037
AC DESIGN
2330985.2406
6296347.5961
686.070
10038
AC DESIGN
2330950.5187
6296312.2080
687.550
10039
AC DESIGN
2330937.4003
6296329.7020
687.580
10040
AC DESIGN
2330915.5794
6296370.7268
686.300
10041
AC DESIGN
2330937 4415
6296307.7024
687.750
10042
AC DESIGN
2330946.9903
6296269.5327
686.800
10043
AC DESIGN
2330904.6244
6296248.9952
686.040
10044
AC DESIGN
2330907.6224
6296266.9952
686.040
10045
DOG PARK
2330920.0397
6296234.2367
687.500
10046
AC -D
2330904.4035
6296294.0088
685.660
10047
AC -D
2330904.4035
6296325.9960
685.650
10048
AC -D
2330899.7986
6296432.0351
685.260
10049
AC -D
2330774.0807
6296430.8948
684.290
10050
FL -D
2330734.5030
6296410.0052
684.600
10051
AC -D
2330734.5030
6296273.5183
684.900
10052
AC -D
2330760.4032
6296248.9952
684.890
10053
AC -D
2330987.0714
62961435118
686.720
10054
FL CG BCR
2330969.5789
6296143.2974
687.270
10055
FL CG ECR
2330985.9873
6296264.3510
686.960
10056
FL CG BCR
2330950.9929
6296265.5354
687.090
10057
FL BCR
2330985.5578
6296312.2351
686.720
10058
FNC CHLK
2330969.5789
6296312.2452
687.160
10059
D- TC
2330950.2687
6296313.8158
687.050
10060
Planter center
2330969.5789
6296387.0430
688.500
10061
AC -D
2330951.0758
1 62961430689
686.720
Poin t Table
Point #
Raw Description
Northing
Easting
Elevation
10062
dog park
2330760.2610
6296232.7358
686.000
10063
dog park op
2330932.4218
6296143.8205
687780
10064
AP
2330925.3233
62961432524
687500
10065
AP
2330760.6528
6296141.4280
686.600
10066
Dog Park AP
2330694.9042
6296141.1856
687250
10067
Dog Park AP
2330655.3342
6296140.8306
687.000
10068
Dog Park AP
2330662.0699
6296190.7410
687.500
10069
road -cl
2330968.0678
6296264.6854
687.700
10070
ac
2330760.5749
6296268.6176
684.390
10071
BSW
2330932.5568
6296263.4555
687620
10072
sw
2330938.5378
6296258.4546
687500
10073
D- TC
2330950.2842
6296143.0621
687.220
10074
BSW -AP
2330938.5738
6296143.2738
687.660
10075
DOG PARK
2330831.6201
6296142.7919
687.750
10076
D -AC
2331256.5203
6296130.2029
689.000
10077
0- fl
2331379.9538
6296131.0819
690.360
10078
AC Design CL
2330968.1642
62963475919
687.250
10079
AC GB
2331133.8852
6296251.1274
688.040
10080
Match Pt
2330639.5180
6296435.7006
682.763
10081
Channel AP
2330659.1467
6296438.3463
682.780
10082
Channel HP
2330690.7980
6296438.8352
683.440
10083
Canal HP
2330774.2845
6296439.9428
684.510
10084
BSW
2330921.1198
6296119.2418
687.110
10085
BSW
2330832.2235
6296118.4067
686.760
10086
TC DESIGN
2330950.4602
6296265.5541
687590
10087
SW
2330938.5558
6296200.8682
688.230
10088
SW
2330932.5450
6296201.0329
688.330
10089
D -FL
2330951.0333
6296204.5179
686.900
10090
D- TC
2330950.4633
6296204.4858
687400
10091
D -BSW
2330945.7406
6296258.4546
687360
10092
DOG PARK SW
2330748.9516
6296237.6024
686.980
10093
DOG PARK BSW
2330738.9516
6296237.6024
686.980
10094
D- TC
2330734.0030
6296273.0149
685.400
10095
SW
2330741.8336
6296254.6190
686.360
10096
D -SW
2330732.5226
6296249.2414
686.360
10097
D- TC
2331030.8888
6296128.2031
688.580
10098
D- TC
2331004.4867
6296264.4989
686.610
10099
D- TC
2330987.5714
6296143.5193
687.220
10100
D -SW
2330998.5415
6296258.3695
688.050
10101
D -BSW
2330999.5723
6296143.4503
687.460
10102
D -BSW
2331005.6416
6296135.7519
687.660
10103
D- TC
2330986.4873
6296264.3554
68Z 460
10104
TC
2330760.0576
6296268.8849
684.590
10105
FL
2330986.5294
6296203.9329
686.900
10106
TC
2330987.0293
6296203.9374
687.400
10107
D -AC
2331005.8256
6296170.9756
688.250
10108
D- TC
2331005.3257
6296170.9711
688.750
10109
D -AC
2331005.3999
6296218.4415
688.210
10110
D- TC
2331004.8994
6296218.4877
688.710
10111
D -BSW
2330998.9016
6296218.2157
688.920
10112
BSW- WC
2331056.6704
6296437.7640
687.620
10113
TC
2331132.1584
6296434.5887
687.410
10114
D -AC
2331105.3711
6296417.8531
685.538
10115
D- TC
23J 1105.22 70
6296433.8538
686.040
10116
D -BSW
2331097.7671
6296438.2887
686.160
10117
0 -CANAL HP
2331100.4127
62964439231
686.040
10118
D -AC
2331341.9612
6296435.7289
691.000
10119
D- TSW
2331349.1537
6296436.1157
691.220
10120
D -BSW
2331350.7447
6296442.0802
691.340
10121
D -GB
2331132.8765
6296373.0034
687.390
10122
D -AC
2331227.1721
6296222.1751
1 688.090
CITY OF BAKERSFIELD, CALIFORNIA
Poin t Table
Point #
Raw Description
Northing
Eosting
Elevation
10123
D -CTR ROAD
2330969.5726
6296205.1480
687.270
10124
D- TRASH BIN
2330764.1373
6296429.9599
684.400
10125
D -NG
2330681.9396
6296296.7899
685.200
10126
D -BSW
2330725.0030
6296283.7700
685.570
10127
D -AC
2330902.4429
6296399.6527
685.780
10128
D- Toe
2331002.0004
6296474.9535
682.650
10129
D -BSW
2330898.7597
6296438.0264
685.380
10130
D -BSW
2330904.7982
6296438.0978
685.880
10131
TSW
2330904.7982
6296432.0799
685.880
10132
D- TOC
2330946.9906
6296269.0327
687.300
10133
D -AC
2330904.6244
6296263.9952
686.070
10134
D- TOC
2330905.1244
6296263.9952
686.570
10135
D -AC
2330912.4003
6296297.0076
685.780
10136
D- TOC
2330911.9003
6296297.0076
686.280
10137
D- TOC
2330904.9035
6296294.0088
686.160
10138
D- TOC
2330904.9035
6296325.9960
686.150
10139
D -AC
2330912.4003
6296322.9972
685.700
10140
D- TOC
2330911.9003
6296322.9972
686.200
10141
D -AC_EC
2330889.4310
6296364.5927
685.348
10142
D -AC -EC
2330880.4251
6296353.2489
685.081
10143
D -AC BC
2330877.4251
6296356.2489
685.009
10144
D -AC BC
2330882.1509
6296380.4155
685.194
10145
D -AC BC
2330876.5629
6296388.1810
685.065
10146
D -AC -EC
2330874.5081
6296388.9952
685.013
10147
D -AC -BC
2330871.4251
6296388.9952
684.940
10148
D -AC -EC
2330868.4251
6296385.9952
684.844
10149
D -AC AP
2330868.4251
6296371.2419
684.910
10150
D -AC -AP
2330877.4251
6296371.2419
685.046
10151
D -EC
2330880.4251
6296353.7489
685.580
10152
D- TOC EC
2330888.9768
6296364.3837
685.850
10153'
D- TOC BC
2330881.6967
6296380.2065
685.690
10154
D- TOC BC
2330876.2205
6296387.8167
685.570
10155
D- TOC EC
2330874.5081
6296388.4952
685.510
10156
D- TOC BC
2330871.4251
6296388.4952
685.440
10157
D- TOC EX
2330868.9251
6296385.9952
685.340
10158
D- TOC AP
2330868.9251
6296371.7422
685.310
10159
D- TOC AP
2330877.9251
6296371.7418
685.550
10160
D- TOC BC
2330877.9251
6296356.2489
685.510
10161
D- TOC
2330926.5081
6296269.0192
686.540
10162
D- TOC
2330779.9535
6296360.9940
683.130
10163
D -AC
2330787.4503
6296386.9960
682.830
10164
D -AC
2330779.4535
6296383.9972
682.860
10165
D -AC
2330784.4515
6296388.9952
682.840
10166
D -CANAL HP
2330896.4936
6296441.5640
684.330
10167
A -AC AP
2330828.7944
6296431.3982
685.000
10168
D -AC AP
2330834.7986
6296431.4520
685.000
10169
D -AC AP
2330824.8369
6296431.3627
685.000
10170
D -AC
2330725.0030
6296261.9341
686.000
10171
D- TOC
2330734.0030
6296410.5052
685.100
10172
D -AC
2330734.5174
6296340.5189
684.900
10173
D- TOC
2330734.0030
6296340.6528
685.400
10174
D -BSW
2330725.0030
6296410.4122
684.580
10175
D -BSW
2330725.2110
6296340.1842
685.580
10176
D -SW
2330696.7157
6296232.9539
687460
10177
D -BSW
2330694.1538
6296237.2099
687.580
10178
D -SW
2330656.9824
6296194.7619
687.620
10179
D -BSW
2330652.8497
6296197.9359
687.740
10181
D -SW
2330932.5608
6296236.2300
688.000
10182
D -SW
2330938.5449
6296235.7437
687.900
10183
D -SW
2330938.5647
6296172.3790
687.950
10184
D -SW
2330932.5702
6296172.3782
688.050
Point Table
Point #
Raw Description
Northing
Easting
Elevation
10185
D -GND
2330917.0832
6296254.3086
686.900
10186
DSW
2330953.1509
6296438.5139
687.290
10187
D -BSW
2331008.2739
6296439.0083
687.980
10188
D -AC
2331019.8769
6296415.9284
687.200
10189
D- TC
2331020.1808
6296416.3255
687.700
10190
D -AC
2331037.3333
6296417.1523
686.270
10191
D- TC
2331036.8333
6296417.1487
686.770
10192
D- TC
2330956.7699
6296394.2178
687.100
10193
D- TC
2330963.6636
6296400.2750
687.350
10194
D- TC
2330983.7333
6296390.1619
686.810
10195
D- TC
2330975.3557
6296373.7500
686.600
10196
DRAINAGE HP
2330953.7897
6296442.3241
687.210
10197
DRAINAGE HP
2331008.0963
6296442.9540
687.900
10198
DRAINAGE HP
2331035.5868
6296443.6948
687.120
10199
D -BSW
2331380.2590
6296123.1281
689.040
10200
D -BSW
2331020.2453
6296119.7464
687.610
10201
D -SW
2330932.5763
6296130.8217
687.710
10202
D -SW
2330603.1603
6296115.8286
685.810
10203
D -SW AP
2330635.0051
6296116.5542
685.800
10204
D -SW BC
2330629.3704
6296116.2881
685.920
10205
SW -BC
2330634.9622
6296121.1419
685.900
10206
SW -BC
2330629.2694
6296121.0884
686.020
10207
RAD PT
2330764.9564
6296122.3629
0.000
10208
RAD PT
2330742.0995
6296215.4114
0.000
10209
RAD PT
2JJO 710. 0030
6296261.9341
0.000
10210
RAD PT
2330729.0043
6296245.6875
0.000
10211
RAD PT
2330734.7190
6296242.2882
0.000
10212
RAD PT
2330749.8499
6296267.5241
0.000
10213
RAD PT
2330740.0030
6296421.6014
0.000
10214
RAD PT
2330751.0398
62964135052
0.000
10215
RAD PT
2330784.4515
6296358.0076
0.000.
10216
RAD PT
2330785.4511
6296355.0088
0.000
10217
RAD PT
2330784.4515
629638J. 99 72
0.000
10218
RAD PT
2330785.4511
6296386.9960
0.000
10219
RAD PT
2330755.5751
6296268.6613
0.000
10220
RAD PT
2330909.7989
6296407.6225
0.000
10221
RAD PT
2330906.5867
6296411.9316
0.000
10222
RAD PT
23309074023
6296322.9972
0.000
10223
RAD PT
2330906.4027
6296325.9960
0.000
10224
RAD PT
23309074023
6296297.0076
0.000
10225
RAD PT
2330906.4027
6296294.0088
0.000
10226
RAD PT
2330940.4415
6296307.7080
0.000
10227
RAD PT
2330946.4326
6296308.7080
0.000
10228
RAD PT
2330912.4003
6296329.7020
0.000
10229
RAD PT
2330882.1634
6296361.2489
0.000
10230
RAD PT
2330990.2404
6296347.6452
0.000
10231
RAD PT
2330999.1852
6296353.8333
0.000
10232
RAD PT
2330999.6775
6296298.9498
0.000
10233
RAD PT
2330990.6779
6296298.8721
0.000
10234
RAD PT
2330999.9869
6296264.4586
0.000
10235
RAD PT
2330990.9871
6296264.3958
0.000
10236
RAD PT
2331034.8326
6296417.2438
0.000
10237
RAD PT
23310170702
6296143.7839
0.000
10238
RAD PT
2330921.0758
6296143.0292
0.000
10239
D- TOE
2331403.4997'
6296478.5548
684.560
10240
D -HP
2331348.6628
6296478.0630
684.200
10241
D -HP
23307935208
6296473.0835
681.810
10242
D- TOE
2330692.9171
6296472.2708
681.180
10243
D- TOE
2330896.2968
6296474.0053
682.290
10244
D- TOE
2331340.9380
6296442.6091
691.380
REGISTERED CIVIL ENGINEER
Q OESS /ONE
F� SINGy
z� r rn
C8
rn
0507
y� Exp.3 -31 -15
CITY OF BAKERSFIELD �P
1501 TRUX TUN AVENUE 9T CIVIC-
BAKERSFIELD, CA 93301 F OF CA��F�
REVISIONS
No. DA TE I DESCRIP TION
171 //
271 / /
Point Table
Point #
Raw Description
Northing
Eosting
Elevation
10246
DEP -FL
2331198.1404
6296362.7170
686.940
10247
RP
2331193.4412
6296325.6803
0.000
10248
RP
2331229.0478
6296299.9858
0.000
10249
D -BSW
2331223.6949
6296439.6115
689.160
10250
D -BSW
2331196.0368
6296440.6925
688.100
10251
D -BSW
2331160.3188
6296440.3721
687.370
10252
D -HP
2331223.2471
6296441.3445
688.550
10253
D -HP
2331195.8376
62964436899
688.500
10254
D -HP
2331280.9583
6296477.4557
683.780
10255
D -HP
2JJ 12JO. 9562
6296477.0072
683.550
10256
D -HP
2331180.9540
6296476.5587
683330
10257
D -HP
2331130.9518
6296476.1101
683.100
10258
D -HP
2331080.9496
6296475.6616
682.880
10259
D -AC
2331153.2296
6296434.2815
686.750
10260
RP
2JJ 12JO. 8191
6296236.0027
0.000
10261
RP
2331229.7929
6296238.9926
0.000
10262
RP
2331230.0756
6296296.9965
0.000
10263
D -AP
2330719.2110
6296408.5190
684.400
10264
D -AP
2330719.2110
6296340.0890
685.400
10265
D -AP
2330719.2110
6296283.4604
685.390
10266
D -AP
2330690.4069
6296241.9498
687.400
10267
D -AP
2330648.1461
6296201.6865
687.560
10268
D- PLANTER
2330738.4942
6296313.5189
684.850
10269
D- PLANTER
2330734.5030
6296309.5205
684.900
10270
D- PLANTER
2330730.5046
6296309.5205
684.830
10271
D- PLANTER
2330730.5046
62963175173
684.830
10272
D- PLANTER
2330734.5030
62963175173
684.900
10273
D- PLANTER
2330738.5014
6296376.5189
684.750
10274
D- PLANTER
2330730.5046
6296380.5173
684.680
10275
D- PLANTER
2330730.5046
6296372.5205
684.680
10276
D- PLANTER
2330734.5030
6296372.5205
684.750
10277
D- PLANTER
2330734.5030
6296380.5173
684.750
10278
D- PLANTER
2330824.5670
6296435.5027
0.000
10279
D- PLANTER
2330832.5638
6296435.5027
0.000
10280
D- PLANTER
2331111.3708
6296417.9069
686.810
10281
D -AC
2331111.2273
6296433.9049
686.550
10282
D -AC
2331109.3888
6296415.8890
685.700
10283
D- PLANTER
2331109.3709
6296417.88.93
0.000
10284
D- PLANTER
2331107.3710
6296417.8710
0.000
10285
PLNTR AP
2331151.3737
6296418.2027
0.000
10286
PLNTR AP
2331149.3738
6296418.1848
0.000
10287
D -AC
2331147.2298
6296434.2291
686.720
10288
RP
2331193.1315
6296360.5556
0.000
10289
RP
2331230.5346
6296267.9887
0.000
10290
RP
2331191.3721
6296418.5513
0.000
DESIGN POIN TS NO TES
1. POINTS NOTING A "0.00" ELEVATION ARE
FOR HORIZONTAL LOCATION ONL Y.
2. POINTS IDENTIFIED WITH A "A. C. "
DESCRIPTION ARE TO FOR APPROXIMA TE
10245 D -HP 2331327.3200 6296425.6444 691.560
L OCA TION ON THE FINISH A C SURFACE
File Nome: 02- Parkin Lot-Grading Drawn: JAF
PUBLIC WORKS DEPARTMENT Job No.: P4C132 Engineer: LS
Date: Feb. 3, 15 Checked By.•
NOTE REGARDING POINT DESCRIPTIONS:
ALL POINTS INCLUDED ON THESE PLANS
ARE DESIGN POINTS. THE DESIGNATION
"D -" PREFIXING THE DESCRIPTION IS USED
FOR "DESIGN". SOME POINTS DO NOT
INCLUDE THE "D - " BUT ARE ALSO DESI N
POINTS.
POINT TABLE LEGEND
AC- DESIGN ASPHALT DESIGN
AC -D
DESIGN ASPHAL T
AP
ANGLE POINT
BCR
BEGIN CURB RETURN
BSW
BACK OF SIDEWALK
BSW- WC
BACK OF SIDEWALK RAMP
CANAL AP
CANAL ANGLE POINT
D
DESIGN
D - A C
DESIGN ASPHAL T
D -AC -AP
DESIGN ASPHALT ANGLE POINT
D -AC BC
DESIGNASPHAL T BEGIN CURVE
D -AC GB
DESIGN ASPHALT GRADE BREAK
D - A C_EC
DESIGN ASPHALT END CURVE
D -AP
DESIGN ANGLE POINT
D - BC
DESIGN BEGIN CURVE
D -BSW
DESIGN BACK OF SIDEWALK
D -CANAL HP DEIGN CANAL HINGE POINT
D -CTR ROAD DESIGN CENTER OF ROAD
D - EC
DESIGN END CURVE
D -FL
DESIGN FLOWLINE
D - GND
DESIGN GROUND
D -HP
DESIGN HINGE POINT
D -INLET DEP FL INLET DEPRESSED FLOW
D -NG
DESIGN NATURAL GROUND
D -PLAN TER
DESIGN PLANTER
DSW
DESIGN SIDEWALK
D -SW
DESIGN SIDEWALK
D -SW AP
DESIGN SIDEWALK ANGLE POINT
D- TC
TOP OF CURB
D- TOE
DESIGN TOE
D- TC EX
DESIGN TOP OF CURB EXISTING
D- TC BC
TOP OF CURB BEGIN CURVE
D- TC EC
TOP OF CURB END CURVE
D- TOC
DESIGN TOP OF CURB
D- TRASH BIN DESIGN TRASH BIN
DEP -FL
DEPRESSED FLOWLINE
FL CG BCR
FL 0 WLINE CURB/GUTTER
FNC CHLK
CHAIN LINK FENCE
RP
RADIAL POINT
RAD PT
RADIAL POIN T
RP
RADIAL POIN T
SW
TOP OF SIDEWALK
TC
TOP OF CURB
TSW
TOP OF SIDEWALK
XWALK
CROSSWALK
/70,
CITY RECORD No.
MESA MARIN SPORTS COMPLEX: PARKING LOT EXPANSION EAST OF BEDFORD GREEN
ROUGH GRADING POINTS
v A
SHEET NO.
8 OF 70
2 3
Ln
0
N
2
L
a
L
a�
w
Q
0
O
J
o_
a,
C
0
c�
I
0
J
c
Y
L
0
I
N
O
/
a:
Lj-
0
0
Q
u
I
N
O
/
0
Cn
C
0
C
a
a
x
w
0
J
a,
c
I
0
0
c
0
a
0
WE
N
o_
/
0
N
I
0
N
cn
U
w
O
/
vo
Poin t Table
Point #
Point I
Row Description
Northing
Eosting
Elevation
D -AC
10291
RP
2331191.8720
6296389.5338
0.000
10353
10292
RP
2331192.8973
6296386.6642
0.000
D -AC
10293
PL TR AP
2331189.0380
6296434.4054
688.530
2331195.0352
10294
PL TR AP
2331195.4498
6296434.4171
688.510
6296129.4847
10295
RP
2331226.3709
6296418.8474
0.000
689.150
10296
RP
2331192.1578
6296357.6680
0.000
10,360
10297
RP
2331193.3721
6296418.5603
0.000
D -AC
10298
RP
2331229.5549
6296264.9795
0.000
2331191.8293
10299
RP
2331228.7423
6296389.9774
0.000
6296267.6336
10300
PLNTR AP
2331288.3682
6296419.4367
690.230
687.800
10301
PLNTR AP
2331284.3683
6296419.4008
0.000
10366
10,302
PLNTR AP
2331286.3682
6296419.4187
0.000
D -AC
10303
PLNTR AP
2331286.3862
6296417.4188
690.100
2331149.3758 1
10304
PLN TR AP
2331282.3684
6296419.3828
690.100
6296434.1824
10305
PLNTR AP
2331342.4112
6296418.7680
0.000
62964179221
10,306T
PLNTR AP
2331322.3153
6296440.3308
0.000
6296312.0595
10307
PLNTR AP
2331324.0127
6296442.4894
0.000
10308
D -BSW
2331338.7726
6296440.5498
691.630
10309
PLNTR AP
2331330.2414
6296425.9659
0.000
10310
PLN TR AP
2331329.8339
6296378.9242
0.000
10,311
PLNTR AP
2331333.8323
6296374.9258
0.000
10,312
PLNTR AP
2331329.9050
6296370.9985
0.000
10313
PLN TR AP
2331325.8355
6296374.9258
0.000
10314
RP
2331229.7809
6296328.9965
0.000
10315
CB LIP
2331200.1108
6296362.6782
687.170
10316
RP
2331227.7696
6296386.9698
0.000
10317
RP
2331193.6743
6296299.6918
0.000
10318
RP
2331228.8030
6296325.9742
0.000
10,319
RP
2331228.0004
6296360.9755
0.000
10320
RP
2331229.0292
6296357.9915
0.000
10,321
RP
2331224.3710
6296418.8295
0.000
10,322
D -AC AP
2331121.4951
6296129.0060
689.900
10,323
D- TC
2331121.9950
6296129.0158
690.400
10,324
D- TC
2331123.3028
6296146.5283
690.400
10,325
D- TC
2331146.3063
6296146.7809
690.400
10,326
D- TC
2331134.6971
6296146.6534
690.400
10327
D -AC
2331028.8003
6296385.2008
685.500
10,328
SD -LIP
2331006.2052
6296351.6406
685.040
10329
D -AC
2331028.6497
6296146.2946
687.800
10330
D - A C
2331030.7829
6296176.2048
687.700
10331
D- TC
2331028.6062
6296145.7965
688.300
10332
D- TC
2331031.2829
6296176.2094
688.200
10333
CB LIP INLET
2J,30 777.4 706
6296359.9192
682.520
10334
D -RP
2330859.4395
6296369.9659
0.000
10335
D -RP
2330828.9379
6296415.4018
685.230
10336
D -RP
2330834.9382
6296415.4546
685.230
10337
D -RP
2330784.4515
6296322.9972
0.000
10,338
D -RP
2330785.4511
6296325.9960
0.000
10339
D -RP
2330784.4515
6296297.0076
0.000
10340
D -RP
2330785.4511
6296294.0088
0.000
10341
D -RAD PT
2330874.5081
6296385.9952
0.000
10,342
D -RAD PT
2330871.4251
6296385.9952
0.000
10343
D -RAD PT
2330921.4326
6296337.5781
0.000
10344
D -RAD PT
2330930.2271
6296352.2476
0.000
10345
RAD PT
2330907 6244
6296263.9952
0.000
10346
CB 1 Pipe In v
2331196.0804
6296362.9522
679.800
10347
CB2 Pipe N In v
2331003.6472
6296351.5327
679.380
10348
CB2 Pipe E In v
2331001.9159
6296353.1900
677.720
10349
CB2 Pipe In v s
2331000.2598
6296351.6833
677.720
10350
CB3 /NV N
2330783.4212
6296360.0734
678.050
10351
AC
2331256.3716
6296146.2296
688.860
Poin t Toble
Point #
Point f
Row Description
Northing
Eosting
Elevation
D -AC
10352
0 -AC
2331229.3600
6296145.9789
688.850
10353
D- TC
2331256.5340
6296130.0138
689.500
10355
D -AC
2331148.3305
6296145.3030
689.450
10356
0 -AC
2331195.0352
6296129.6733
689.440
10357
D- TC
2331195.0157
6296129.4847
689.940
10358
D -AC
2331188.8452
6296145.6410
689.150
10359
D -AC
2331224.6463
6296177.9437
688.520
10,360
D- TC
2331225.0439
6296177.5255
689.020
10361
D -AC
2331191.5131
6296206.6320
687780
10362
D- TC
2331191.8293
6296206.3739
688.280
10363
D -AC
2331190.9629
6296267.6336
687.300
10364
D- TC
2331191.1852
6296267.4593
687.800
10365
D- TC
2331147.0670
6296434.7148
687.220
10366
D- TC
2331153.2605
6296434.7684
687.250
10367
D -AC
2331149.3917
6296416.1849
686.360
10368
D- TC
2331149.3758 1
6296416.4458
686.860
10369
D- TC
2JJ1 111. 1666
6296434.1824
687.050
2331226.3856
10370
D -AC
2JJ1 111. 6897
62964179221
686.310
6296416.7611
10371
D- TC
2330986.1739
6296312.0595
687.230
687989
10372
D- TC
2330985.9390
6296347.6403
686.570
10435
10373
D -AC
2331004.6773
6296298.9946
686.000
D -AC
10374
D- TC
2331004.4108
6296298.9861
686.500
2331288.2326
10375
D -AC
2331004.2381
6296349.3886
685.100
6296235.8636
10376
D -AC
2331004.1979
6296353.9940
685.100
687.900
10,377
D- TC
2331003.9567
6296349.3854
685.600
10441
10378
D- TC
2331003.9113
6296353.8590
685.600
D -AC
10379
D -AC
2330975.7921
6296373.2825
686.100
2331286.5012
10380
D -AC
2330984.2894
6296390.4156
686.310
6296252.3763
10,381
D -AC
2330985.5630
6296318.3676
686.520
688.960
10382
D- TC
2330986.0029
6296318.2876
687.050
10447
10383
D -AC
2330997.8418
6296358.6496
685.300
D -AC
10384
D- TC
2330997.8602
6296358.3011
685.800
2331290.0922
10385
D -AC
2330965.2108
6296372.5178
686.430
6296317.7196
10386
D -AC
2330956.3860
6296394.4113
686.600
688.508
10387
D -AC
2330787.7377
6296293.9755
684.128
10453
10388
D -AC
2330787.5749
6296325.9792
683.367
D -AC
10389
D -AC
2330779.3544
6296297.0699
683.950
2331284.9016
10390
D -AC
2330779.3544
6296323.1289
683.333
6296191.6019
10391
D -AC
2330787.4935
6296354.9698
682.752
689.141
10392
D -AC
2330785.5402
6296352.8525
682.740
10459
10,391
D -AC
2331038.9370
6296173.2103
688.360
D -AC
10,394
D -AC
2331030.3353
6296202.3132
687.660
2331331.3766
10395
D -AC
2331036.4471
6296207.2958
688.178
6296248.7673
10,396
D -AC
2331038.3885
6296234.2958
687.828
689.941
10397
D -AC
2331030.0852
62962J7 0650
687.617
10465
10398
D -AC
2331036.3637
6296232.1463
687904
D -AC
10399
D -AC
2331038.5214
6296205.2706
688.177
2331335.4505
10400
D -AC
2331029.8669
6296263.2352
686.479
6296317.5684
10401
D -AC
2331038.0896
6296266.1814
687.510
689.707
10402
D -AC
2331037.7622
6296295.1847
687.310
10471
10403
D -AC
2331029.4907
6296298.2505
686.284
D -AC
10404
D -AC
23310375526
6296327.2639
686.002
2331158.9986
10405
D -AC
2331029.2853
6296324.2986
685.948
6296255.5041
10406
D -AC
2331037.3122
6296355.8971
685.800
10407
D -AC
2331037.0191
6296388.3691
685.670
10408
D -AC
2331191.6281
6296174.6289
688.728
10409
D -AC
2331159.6834
6296190.3801
688.660
10410
D -AC
2331151.5680
6296190.3289
688.811
10411
D -AC
2331199.4075
6296238.7322
687.474
10412
D -AC
2331194.3284
6296233.5745
687.468
10413
D -AC
2331199.6349
6296203.7661
688.030
Poin t Toble
Point #
Row Description
Northing
Eosting
Devotion
10414
D -AC
2331199.9382
6296177.8260
688.642
10415
D -AC
2331191.1444
6296235.6224
687.402
10416
D -AC
2331199.0635
6296264.7702
687.260
10417
D -AC
2J,312J 1. 0918
6296358.0099
687.400
10418
D -AC
2331222.9703
6296360.9648
687.290
10419
D -AC
2331222.7066
6296386.9253
687.660
10420
D -AC
2331230.7754
6296390.0912
687.900
10421
D -AC
2331227.9376
6296355.9514
687.530
10422
D -AC
2JJ 122J. 6281
6296326.0269
687.530
10423
D -AC
2331231.8231
6296329.0353
687.550
10424
D -AC
2331228.5805
6296331.0999
687550
10425
D -AC
2331223.8337
6296299.8923
687.060
10426
D -AC
2331229.1278
6296294.8819
687.377
10427
D -AC
2331232.1954
6296297.0147
687.412
10428
D -AC
2331232.5762
6296268.0331
687.832
10429
D -AC
2331224.4357
6296264.8697
687.689
10430
D -AC
2331228.3829
6296418.8736
688.185
10431
D -AC
2331226.3856
6296416.7896
688.016
10432
D -AC
2331224.3883
6296416.7611
687.952
10433
D -AC
2331222.2770
6296418.8165
687989
10434
D -AC
2331228.2879
6296434.8720
688.994
10435
D -AC
2331222.1950
6296434.8213
688.799
10436
D -AC
2331282.1588
6296435.3500
690.273
10437
D -AC
2331288.2326
6296435.3698
690.406
10438
D -AC
2331232.8759
6296235.8636
688.098
10439
D -AC
2331224.6021
6296239.1929
687.900
10440
D -AC
2331224.2423
6296204.1904
688.267
10441
0 -AC
2331232.5162
6296206.7999
688.251
10442
D -AC
2331232.7742
6296174.9106
688.678
10443
D -AC
2331286.5012
6296187.3964
689.225
10444
D -AC
2331289.2409
6296252.3763
689.131
10445
D -AC
2331281.0216
6296252.4386
688.960
10446
D -AC
2331285.1184
6296248.3923
689.076
10447
D -AC
2331286.4080
6296195.6801
689.194
10448
D -AC
2331286.0880
6296309.5765
688.759
10449
D -AC
2331290.0922
6296313.5392
688.769
10450
D -AC
2331286.1751
6296317.7196
688.520
10451
D -AC
2331281.9968
6296313.6263
688.508
10452
D -AC
2331280.6753
6296374.7642
687.635
10453
D -AC
2331288.9893
6296374.4176
687.961
10454
D -AC
2331284.8323
6296370.3970
687788
10455
D -AC
2331284.9016
6296378.7154
687.931
10456
D -AC
2331290.5885
6296191.6019
689.280
10457
D -AC
2331282.4134
6296191.4872
689.141
10458
D -AC
2331335.4337
6296191.6223
690.047
10459
D -AC
2331331.3339
6296187.5203
689.994
10460
D -AC
2331327.2768
6296191.5368
689.905
10461
D -AC
2331331.3766
6296195.6816
689.960
10462
D -AC
2331331.3761
6296248.7673
689.874
10463
D -AC
2331335.4140
6296252.9775
689.941
10464
D -AC
2331331.3335
6296257.1027
689.869
10465
D -AC
2331327.2531
6296252.8499
689.801
10466
D -AC
2331331.2675
6296309.2952
689.789
10467
D -AC
2331335.4505
6296313.5658
689.872
10468
D -AC
2331331.3648
6296317.5684
689.789
10469
D -AC
2331327.2386
6296313.4821
689.707
10470
D -AC
2331155.5645
6296186.2668
688.810
10471
D -AC
2331155.5938
6296194.4431
688.662
10472
D -AC
2331155.0572
6296247.2051
687.780
10473
D -AC
2331158.9986
6296251.2663
687.668
10474
D -AC
2331154.9984
6296255.5041
687.671
Point Table
Point #
Row Description
Northing
Eosting
Elevotion
10475
D -AC
2331151.1159
6296251.2663
687.784
10476
D -AC
2331114.6643
6296190.0911
689.207
10477
D -AC
2331106.6893
6296189.9346
689.082
10478
D -AC
2JJ1 110. 5986
6296194.0546
689.046
10479
D -AC
2JJ1 110. 6507
6296186.0232
689.241
10480
D -AC
2331114.2242
62.9625 1. OJ.92
687.843
10481
D -AC
2JJ 1110. 1614
6296246.8264
687993
10482
D -AC
2331106.0246
6296250.9653
687.762
10483
D -AC
2331110.0136
6296254.8086
687.679
10484
D -CTR LT
2331137.6599
6296190.0426
0.000
10485
D -GTR LT
2331136.5624
6296312.0376
0.000
10486
D- TC
2331232.4653
6296174.9854
689.180
10487
D- TC
2331232.0781
6296206.7520
688.750
10488
D- TC
2331224.6661
6296204.0402
687.700
688.770
10489
D- TC
2331232.4897
6296235.8756
688.600
10490
D- TC
2331225.0720
6296238.8879
688.400
10491
D- TC
2331224.8267
6296264.8214
688.190
10492
D- TC
2331232.2586
6296268.0876
688.330
10493
D- TC
2331199.5867
6296177.7587
689.140
10494
D- TC
2331192.0661
6296174.6019
689.230
10495
D- TC
2331199.2609
6296203.7396
688.530
10496
D- TC
2331199.0098
6296238.7699
687970
10497
D- TC
2331194.2574
6296233.9293
687.970
10498
D- TC
2331191.4316
6296235.6000
687.900
10499
D- TC
2331198.6622
6296264.7593
687.760
10500
D- TC
2331231.8774
6296297.0860
687.910
10501
D- TC
2331229.0801
6296295.2834
687.880
10502
D- TC
2331224.2914
6296299.9797
687.560
10503
D- TC
2331224.0069
6296325.9281
688.030
10504
D- TC
2331231.4981
6296328.9642
688.030
10505
D- TC
2331228.7482
6296330.7194
688.050
10506
0-TC
2331230.7371
6296357.9950
687.900
10507
D- TC
2JJ 1228. 0001
6296356.2009
687.810
10508
D- TC
2331223.1869
6296360.9223
687790
10509
D- TC
2331230.5502
6296390.0517
688.400
10510
D- TC
2331223.1296
6296386.8564
688.160
10511
D- TC
2331286.4990
6296188.0494
689.730
10512
D- TC
2331290.1024
6296191.5718
689.780
10513
D- TC
2331286.4162
6296195.1771
689.690
10514
D- TC
2331282.7714
6296191.5303
689.640
10515
D- TC
2331038.4944
6296173.3758
688.860
10516
D- TC
2331038.2008
6296205.2978
688.680
10517
D- TC
2331030.8606
6296202.1644
688.160
10518
D- TC
2331036.4391
6296206.9135
688.680
10519
D- TC
2331037.9507
6296234.3288
688.330
10520
D- TC
2331030.5616
6296237.0706
688.120
10521
D- TC
2331030.2680
6296263.1664
686.980
10522
D- TC
23310376082
6296266.2509
688.010
10523
D- TC
2331036.3546
6296388.2609
686.170
10524
D- TC
2331029.1038
6296385.0024
686.000
10525
D- TC
2331029.4725
6296359.1806
686.000
10526
D- TC
2331036.8462
6296355.6763
686.300
10527
D- TC
2331037.0306
6296327.0879
686.500
10528
D- TC
2331029.7183
6296324.1368
686.450
10529
D- TC
2331029.9702
6296298.0913
686.780
10530
D- TC
23310373440
6296295.1403
687.810
10531
D- TC
2331105.5841
6296417.8738
686.040
10532
D- TC
2331105.2651
6296434.1540
686.540
10533
D -AC
2331153.5416
6296418.0341
686.390
10534
D- TC
2JJ1 15J. 0692
6296418.0814
686.890
10535
D- TC
2330785.4417
6296353.1909
683.240
R GI S TERED CIVIL ENGINEER
CITY OF BAKERSFIELD
1501 TRUX TUN AVENUE
BAKERSFIELD, CA 93301
QROFESS /ON\
S I N GN q�
C 80507 �
* Exp. 3 -31 -15
CIVIL
\ OF
cp, /
REVISIONS
I No. I DA TE I DESCRIP TION
171 //
27 / /
Poin t Toble
Point #
10536
Row Description
D- TC
Northing
2330787. 1304
Eosting
6296354.9970
Devotion
683.250
10537
D- TC
2330787. 1521
6296386.9465
683.330
10538
D- TC
2330779.6950
6296383.9327
683.360
10539
D- TC
2330784.4338
6296388.6372
683.340
10540
D- TC
2330824.8652
6296431.7900
685.500
10541
D -AC
2330828.6329
6296415.3892
684.730
10542
D -AC
2330835.2887
6296415.5041
684.730
10543
D- TC
23309JZ 7589
6296329.6568
688.080
10544
D- TC
2330915.8914
6296370.8466
686.800
10545
D- TC
2330902.6983
6296399.8570
686.280
10545
D- TC
2330929.9973
6296379.8238
688.100
10547
D- TC
2330949.6591
6296343.0837
687.730
10548
D- TC
2J30937 7801
6296307.6655
688.250
10549
D -AC
2331198.8288
6296299.9203
687.200
10550
D- TC
2JJ 1198. J6,33
6296299.9203
687.700
10551
D -AC
2331198.6736 1
6296325.5342
687.190
POINT TABLE LEGEND
AC- DESIGN ASPHAL T DESIGN
A C- D
DESIGN ASPHALT
AP
ANGLE POINT
BCR
BEGIN CURB RETURN
BSW
BACK OF SIDEWALK
BSW- WC
BACK OF SIDEWALK RAMP
ANAL AP
CANAL ANGLE POINT
D
DESIGN
9-AC
DESIGN ASPHAL T
9-AC-AP
DESIGN ASPHALT ANGLE POINT
9-AC BC
DESIGNASPHAL T BEGIN CURVE
9 -AC GB
DESIGN ASPHALT GRADE BREAK
9 -AC -EC
DESIGN ASPHALT END CURVE
0 -AP
DESIGN ANGLE POINT
9 -BC
DESIGN BEGIN CURVE
9 -BSW
DESIGN BACK OF SIDEWALK
9 -CANAL HP DEIGN CANAL HINGE POINT
9 -CTR ROAD DESIGN CENTER OF ROAD
9-EC
DESIGN END CURVE
9-FL
DESIGN FL O WUNE
9 - GND
DESIGN GROUND
-HP
DESIGN HINGE POINT
9 -INLET DEP FL INLET DEPRESSED FLOW
S)-NG
DESIGN NATURAL GROUND
D -PLAN TER
DESIGN PLANTER
9SW
DESIGN SIDEWALK
-SW
DESIGN SIDEWALK
D -SW AP DESIGN SIDEWALK ANGLE POINT
D- TC
TOP OF
CURB
D- TOE
DESIGN
TOE
D- TC EX
DESIGN
TOP OF CURB EXI S TI N G
D- TC BC
TOP OF
CURB BEGIN CURVE
D- TC EC
TOP OF
CURB END CURVE
D- TOC
DESIGN
TOP OF CURB
D- TRASH BIN
DESIGN TRASH BIN
DEP -FL
DEPRESSED FLOWUNE
FL CG BCR
FL 0 WL INE CURB/GUTTER
FNC CHLK
CHAIN LINK FENCE
RP
RADIAL
POINT
RAD PT
RADIAL
POIN T
RP
RADIAL
POIN T
SW
TOP OF
SIDEWALK
TC
TOP OF
CURB
TS
TOP OF
SIDEWALK
XWALK
CROSSWALK
NOTE REGARDING POINT DESCRIPTIONS:
ALL POINTS INCLUDED ON THESE PLANS
ARE DESIGN POINTS. THE DESIGNATION
"D -" PREFIXING THE DESCRIPTION IS USED
FOR "DESIGN". SOME POINTS DO NOT
INCLUDE THE "D- " BUT ARE ALSO DESIGN
POIN TS.
DESIGN POINTS NOTES
1. POINTS NOTING A "0.00" ELEVATION ARE
FOR HORIZONTAL LOCATION ONL Y.
2. POIN TS IDEN TIFIED Wl TH A "A. C. "
DESCRIPTION ARE TO FOR APPROXIMA TE
LOCH TION ON THE FINISH A. C. SURFACE.
77-/ 8.
CITY RECORD No.
File Nome: 02- Parkin Lot- Gradin Drown: JAF MESA MARIN SPORTS COMPLEX: PARKING LOT EXPANSION EAST OF BEDFORD GREEN
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P4C132 Engineer: LS
Date: Feb. 3, 15 checked By., ROUGH GRADING POINTS
Eel
SHEE T NO.
9OF10
1 2 3
I
s
L0
0
N
5
L
a
L
Q
Q)
Li-
L Li
Q
0
F-
0
J
C
0
L
c�
I
0
J
c
0
d-
I
N
0
(D
0
0
Q
U
I
N
0
/
0
U)
C
0
V)
C
0
a
x
w
0
J
0
CL
I
0
/
a�
Cn
a
C
0
0
Q)
N
CL
0
N
I
0
N
F--
u
w
0
ry
n
/
m
Poin t Table
Point #
Row Description
Northing
Eosting
Elevation
10552
D- TC
2331198.2858
6296325.5342
687.690
10553
D -AC
2331158.8767
6296312.2080
687.584
10554
D -AC
2331150.4046
6296312.3196
687.555
10555
D -AC
2331154.4894
6296316.3473
687.562
10556
D -AC
2331154.5486
6296308.1734
687.576
10557
D- TC
2331158.1524
6296312.4096
688.080
10558
D- TC
2331154.4938
6296315.8622
688.060
10559
D- TC
2331151.0430
6296312.3264
688.060
10560
D- TC
2331154.6601
6296308.8322
688.080
10561
D -AC
2331189.7724
6296357.8841
687.170
10562
D -AC
2331189.6552
6296388.9639
687.200
10563
D -AC
2331198.0013
6296386.7180
687.200
10564
D -AC
2331190.1642
6296328.7284
687.200
10565
D -AC
2331190.4530
6296297.0467
687.250
10566
D- TC
2331190.9087
6296297.0272
687.750
10567
D- TC
23J 1190.72 72
6296328.7097
687.700
10568
D- TC
2331190.3643
6296357.7596
687.670
1.0569
D- TC
2331190.0921
6296389.0789
687.700
10570
D- TC
2331197.4414
6296386.7186
687.700
10571
D -AC
2331069.0249
6296312.0437
686.885
10572
D -AC
2331105.3757
6296311.8132
687.192
10573
D -AC
2331104.4585
6296372.6886
686.899
10574
D -AC
2331068.3492
6296372.2653
686.275
10575
D -AC
2331113.7085
6296311.8592
687.267
10576
D -AC
2331109.5917
6296307.6974
687.402
10577
D -AC
2331109.4202
6296315.9781
687.063
10578
D -AC
2331113.3618
6296372.8073
687.053
10579
D -AC
2331065.0609
6296254.6705
687.662
10580
D -AC
2331065.2462
6296246.3246
687.748
10581
D -AC
2331065.7320
6296185.2327
688.615
10582
D -AC
2331065.5800
6296193.6679
688.567
10583
D -AC
2331069.8334
6296189.5643
688.641
10584
D -AC
2331061.4027
6296189.4883
688.540
10585
D -AC
2331061.0229
6296250.4346
687.701
10586
D -AC
2331069.3777
6296250.6625
687.711
10587
D -AC
2331060.3841
6296311.5123
686.834
10588
D -AC
2331064.4481
6296315.5411
686.704
10589
D -AC
2331064.5972
6296307.4090
687.037
10590
D -AC
2331059.8211
6296372.6130
686.126
10591
D -AC
2331063.9058
6296376.6164
686.181
10592
D -AC
2331064.1142
6296368.4844
686.216
10593
D - A C
2331108.9881
6296368.7620
686.992
10594
D -AC
2331108.9217
6296377.1929
686.948
10595
D- TC
2331110.6209
6296186.4640
689.740
10596
D- TC
2331114.2371
6296189.9176
689.710
10597
D- TC
2331110.5387
6296193.3712
689.550
10598
D- TC
2331107.0047
6296189.7943
689.580
10599
D- TC
2331065.6798
6296185.9785
689.120
10600
D- TC
2331069. 1265
6296189.5995
689.140
10601
D- TC
2331065.7372
6296193.1055
689.070
10602
D- TC
2331062.0608
6296189.4846
689.040
10603
D- TC
2331065.2008
6296247.0274
688.250
10604
D- TC
2331068.6312
6296250.6026
688.210
10605
D- TC
2331065.0293
6296254.1779
688.160
10606
D- TC
2331061.5417
6296250.4310
688.200
10607
D- TC
2331109.5748
6296308.3573
687.900
10608
D- TC
2J,3111,3.1662
6296311.9151
687.770
10609
D- TC
2331109.5036
6296315.4728
687.560
10610
0- TC
2331105.9478
6296311.8795
687.690
10611
D- TC
2331112.6189
6296373.0163
687.550
10612
D- TC
2331108.9029
6296376.5218
687.450
Poin t Table
Point /
Raw Description
Northing
Eosting
Elevation
10613
D- TC
2331105.5408
6296372.9101
687.400
10614
D- TC
2331109.0799
6296369.3337
687.490
10615
D- TC
2331110.2599
6296247.3306
688.490
10616
D- TC
2331113.7020
6296250.8933
688.350
10617
D- TC
23J 1110. 0225
6296254.4956
688.180
10618
D- TC
2331106.6200
6296250.7746
688.260
10619,
D- TC
2331064.5671
6296308.0314
687.540
10620
D- TC
2331068.1704
6296311.5122
687.390
10621
D- TC
2331061.0260
6296311.5122
687.330
10622
D- TC
2331064.4798
6296315.1947
687.200
10623
D- TC
2331067.6559
6296372.4732
686.770
10624
D- TC
2331063.9577
6296376.0350
686.680
10625
D- TC
2331060.5361
6296372.5424
686.630
10626
D- TC
2331064.0960
6296368.9114
686.720
10627
D- TC
2331155.1435
6296247.8574
688.280
10628
D- TC
2331151.5608
6296251.2323
688.280
10629
D- TC
2331155.0673
6296254.9312
688.170
10630
D- TC
2331158.6704
6296251.4181
688.170
10631
D- TC
2330954.6749
6296424.5773
688.000
10632
D- TC
2330787.1391
6296294.0858
684.630
10633
D- TC
2330787.0575
6296326.0555
683.870
10634
D- TC
2330779.6712
6296323.0749
683.830
10635
D- TC
2330779.8345
6296297.0663
684.450
10636
D -AC
2330751.0145
6296409.8602
684.300
10637
D- TC
2330751.1960
6296410.2235
684.800
10638
D -SW
2330994.3160
6296258.3360
688.130
10639
D -AC
2330994.2230
6296269.4068
686.700
10640
D -AC
2330998.3762
6296269.4688
686.650
10641
D -SW
2330998.2694
6296265.1603
686.810
10642
0 -SW
2330994.2592
6296265.1911
686.860
10643
d- tc
2331288.2556
6296435.6906
690.910
10644
D- TC
2331282. 1995
6296435.6592
690.770
10645
D -8SW
2331288.4285
6296442.2854
691.030
10646
D -8SW
2331282.2283
6296442.2576
690.890
10647
D -AC
2331288.4917
6296419.4925
689.734
10648
D -AC
2331286.3869
6296417.3164
689.600
10649
D -AC
2331282.2826
6296419.3170
689.604
10650
D -LS
2331285.3045
6296419.5863
691.000
10651
D- TC
2331228.1475
6296418.8416
688.680
10652
D- TC
2331226.4097
62964171029
688.520
10653
D- TC
2331224.3460
6296417.1301
688.450
10654
D- TC
2331222.5811
6296418.8416
688.490
10655
D -LS
2331225.5107
6296425.0544
688.200
10656
D- TC
2331228.3746
6296435.3054
689.490
10657
D- TC
2331222.2350
6296435.1988
689.300
10658
D -BSW
2331228.4518
6296439.5551
689.610
10659
D -BSW
2331221.6366
6296439.5974
689.420
10660
D -AC
2331195.4274
6296418.5989
687.590
10661
D- TC
2331195.0654
6296418.6161
688.090
10662
D -AC
2331189.3078
6296418.4559
687.700
10663
D- TC
2331189.5773
6296418.5170
688.200
10664
D -LS
2331192.3113
6296418.6739
688.300
10665
D -LS
2331228.2330
6296261.1723
688.400
10666
D -LS
2331228.2763
6296241.0119
688.500
10667
D -LS
23312271436
6296384.1699
688.400
10668
D -LS
2331226.9280
6296363.2453
688.400
10669
D -AC
23311473204
6296417.8946
686.370
10670
d- tc
2331147.5719
6296418.2301
686.870
10671
D -LS
2331150.3105
6296420.2992
687.000
10672
D -L
2331108.0281
6296419.6276
686.320
10673
D -LS
2331033.5994
6296424.5427
686.800
Point Table
Point #
Row Description
Northing
Eosting
Elevation
10674
D -LIP
2330983.2407
6296347.5781
686.110
10675
D -LIP
2330994.5271
6296359.0584
685.340
10676
D -LS
2330990.9077
6296344.1667
687.000
10677
D -LS
2330996.9060
6296353.3939
686.000
10678
D -LIP
2JJ098J. 55 77
6296312.2351
686.760
10679
D -SW
2330997.2506
6296317.1717
687.700
10680
D -SW
2330993.2866
6296313.1360
687.600
10681
0 -LA
2330908.0582
6296303.1782
686.350
10682
D -LS
2330908.4875
6296319.8577
686.300
10683
D -LS
2330783.8313
6296380.6757
683.500
10684
D -LS
2330783.9395
6296361.8545
683.500
10685
D -FL
2330779.4535
6296358.0076
682.630
10686
D- TC
2330779.9535
6296358.0076
683.100
10687
D -LS
2330783.3860
6296297.9390
684.700
10688
D -LS
2330784.0255
6296321.2310
684.200
10689
D -AC
2330868.4179
6296306.0040
685.422
10690
D -AC
2330872.4163
6296310.0312
685.405
10691
D -AC
2330868.4467
6296313.9720
685.357
10692
D -AC
2330864.4195
6296310.0024
685.374
10693
D -AC
2330836.4451
6296310.0168
684.867
10694
D -AC
2330832.4467
6296306.0184
684.849
10695
D -AC
2330828.4339
6296310.0024
684.704
10696
D -AC
2330832.4467
6296314.0152
684.723
10697
D -AC
2330832.4251
6296367.0112
683.958
10698
D -AC
2330836.4307
6296371.0024
684.072
10699
D -AC
2330832.4251
6296374.9936
683.977
10700
D -AC
2330828.4339
6296371.0024
683.863
10701
D- TC
2330868.4179
6296306.7399
685.920
10702
D- TC
2330871.7092
6296310.0312
685.900
10703
D- TC
2330868.4179
6296313.3225
685.860
10704
D- TC
2330865.1266
6296310.0312
685.870
10705
D- TC
2330832.4467
6296306.7255
685.350
10706
D- TC
2330835.7380
6296310.0168
685.370
10707
D- TC
2330832.4467
6296313.3081
685.220
10708
D- TC
2330829.1554
6296310.0168
685.200
10709
D- TC
2330835.7164
6296371.0096
684.570
10710
0- TC
2330832.4251
6296367.7183
684.460
10711
D- TC
2330832.4251
6296374.3009
684.480
10712
D- TC
2330829.1338
6296371.0096
684.260
10713
0 -LS
2330831.7182
6296417.0637
685.400
10714
D -LS
2330832.0630
6296429.2027
685.400
10715
D -LS
2330868.1309
6296310.1573
685.920
10716
D -LS
2330831.8447
6296310.2009
685.370
10717
D -LS
2330919.3449
6296373.8851
687.000
10718
D -AC
2330787.4503
6296371.0024
683.000
10719
D- TC
2330787.0634
6296371.0526
683.500
10720
D -LS
2330738.6600
6296416.7247
684.700
10721
D -LS
2330748.6799
6296427.3576
684.700
10722
D -LA
2331035.6017
6296180.4217
688.300
10723
D -LS
2331034.6521
6296200.0308
688.200
10724
D -LS
2331034.3513
6296240.5813
688.200
10725
D -LS
2331034.8283
6296262.2471
687.400
10726
D -AC
2331037.0592
6296372.1852
685.738
10727
TSW
2331036.8065
6296438.1193
687.620
10728
D -AC
2331322.6472
6296435.5431
690.947
10729
D- TC
2331340.7343
6296436.2851
691.510
10730
AC -LS
2331031.4346
6296128.2035
688.080
10731
AC -LS
2331034.4544
6296127 7728
688.046
NOTE REGARDING POINT DESCRIPTIONS:
ALL POINTS INCLUDED ON THESE PLANS
ARE DESIGN POINTS. THE DES/GNA TION
"D-" PREFIXING THE DESCRIPTION IS USED
FOR "DESIGN" SOME POIN TS DO NO T
INCLUDE THE "D -" BUT ARE ALSO DESIGN
POIN TS.
DESIGN POINTS NO TES
1. POINTS NOTING A "0.00" ELEVATION ARE
FOR HORIZONTAL L OCA TION ONLY
2. POIN TS IDEN TIFIED WI TH A "A. C. "
DESCRIPTION ARE TO FOR APPROXIMA TE
LOCH T/ON ON THE FINISH A. C. SURFACE.
QRpFESS /ONE
SINGy
REGIS TERED Cl VlL E GINEER � C80507
* Exp. 3 -31 -15
CITY OF BAKERSFIELD �P
1501 TRUXTUN AVENUE 9TF �F c A�IL �F
Der`
BAKERSFIELD, CA 93301
REV ISIONS
No. DA TE I DESCRIPTION
171 / /
271 / /
POINT TABLE LEGEND
AC- DESIGN ASPHAL T DESIGN
AC -D
DESIGN ASPHAL T
AP
ANGLE POINT
BCR
BEGIN CURB RETURN
BSW
BACK OF SIDEWALK
BSW- WC
BACK OF SIDEWALK RAMP
CANAL AP
CANAL ANGLE POINT
D
DESIGN
D -AC
DESIGN ASPHAL T
D -AC -AP
DESIGN ASPHALT ANGLE POINT
D -AC BC
DESIGNASPHAL T BEGIN CURVE
D -AC GB
DESIGN ASPHALT GRADE BREAK
D -A C_EC
DESIGN A SPHAL T END CURVE
D -AP
DESIGN ANGLE POINT
D -BC
DESIGN BEGIN CURVE
D -BSW
DESIGN BACK OF SIDEWALK
D -CANAL HP DEIGN CANAL HINGE POINT
D -CTR ROAD
DESIGN CENTER OF ROAD
D - EC
DESIGN END CURVE
D -FL
DESIGN FLOWLINE
D -GND
DESIGN GROUND
D -HP
DESIGN HINGE POINT
D -INLET DEP FL INLET DEPRESSED FLOW
D -NG
DESIGN NATURAL GROUND
D -PLAN TER
DESIGN PLANTER
DSW
DESIGN SIDEWALK
D -SW
DESIGN SIDEWALK
D -SW AP
DESIGN SIDEWALK ANGLE POINT
D- TC
TOP OF CURB
D- TOE
DESIGN TOE
D- TC EX
DESIGN TOP OF CURB EX/ S TING
D- TC BC
TOP OF CURB BEGIN CURVE
D- TC EC
TOP OF CURB END CURVE
D- TOC
DESIGN TOP OF CURB
D- TRASH BIN DESIGN TRASH BIN
DEP -FL
DEPRESSED FLOWLINE
FL CG BCR
FLOWLINE CURB /GUTTER
FNC CHLK
CHAIN LINK FENCE
RP
RADIAL POINT
RAD PT
RADIAL POIN T
RP
RADIAL POIN T
SW
TOP OF SIDEWALK
TC
TOP OF CURB
TSW
TOP OF SIDEWALK
XWALK
CROSSWALK
CITY RECORD No.
File Name. 02- Parkin Lot- Grodin Drawn: JAF MESA MARIN SPORTS COMPLEX: PARKING LOT EXPANSION EAST OF BEDFORD GREEN SHEET NO.
CITY OF BAKERSF /�'LD, CAL /FORN /A PUBLIC WORKS DEPARTMENT Job No.: P4C132 Engineer: LS
Date: Feb. 3, 15 Checked By.- ROUGH GRADING POINTS 10 OF 10
O 1 2 3