HomeMy WebLinkAbout1.7-7256 Ph 1 - 4 Record Drawingvr%ncrnvv Ivv/GJ
1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING
CODE AND STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS
REPORT BY SOILS ENGINEERING, INC. DATED FEBRUARY 3, 2014..
2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL
DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE Wl7H THE
PLANS, SOILS REPORT, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW.
J. CIVIL ENGINEER, GE07FCHNlCAL ENGINEER, AND BUILDING OFFICIAL
WILL BE NOTIFIED FORTY EIGHT (48) HOURS PR/OR TO PLACING ANY FILL
MA TERIAL.
4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUC7101V OF THIS PROJECT. INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD 7HE
OWNER, ARCHITECT, AND THE ENGINEER HARMLESS FROM ANY
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROXCT, EXCEPTING FOR LIABILITY
ARISING FROM 174E SOLE NEGLIGENCE OF 774E OWNER, ARCHITECT, OR
THE ENGINEER.
5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH
UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUC770N AND
VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES,
INCLUDING TELEPHONE, ELECTRIC, WA7FR, SEWER, OIL AND GAS
LINES THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED
LINES NOT INDICATED ON 774E PLAN OR FOR /NFORMA7701V OBTAINED
FROM OUTSIDE SOURCES (USA 1-800-227-2600)
6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL
AREAS TO t OR - 0.10 FOOT. IF AN AREA SHOULD BE FOUND TO BE
MORE THAN 0.10 FOOT OUT OF LEVEL AF7ER COMPACTING AND
ACCEPTANCE OF GRADING: 7HE CONTRACTOR SHALL RETURN AND
CORRECT 7H£ GRADING AT NO COST TD 174E OWNER.
Z THE GRADING CONTRACTOR SHALL 0A7ER AS REQUIRED DURING 7HE
GRADING OPERATIONS TO PREVENT THE OCCURRENCE OF A DUST
NUISANCE AND SHALL PROTECT CURBS AND OTHER OBJECTS WHICH ARE
TO REMAIN.
8. EXCAVATION - EXCAVATION SHALL CONSIST OF ALL EXCAVATION
INVOLVED IN GRADING THE PROECT AS SHOWN ON THE PLANS; EXCEPT
ANY EXCA VA71ON SEPARA7ELY DESIGNATED AND PAID FOR AS A
SEPARATE ITEM.
9. 7HE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE W1 TH THE
STANDARD SPECIFICATIONS OF 7H£ STA 7E' OF CALIFORNIA DEPARTMENT
OF TRANSPORTATION DA TED JULY 1999, INSOFAR AS THE SAME MAY
APPLY IN ACCORDANCE WI7H 7HE NOTES HEREON. IN CASE OF
CONFLICT Wl7H THE STANDARD SPECIFICATIONS AND ANY NOTES
HEREON, THE N07ES HEREON SHALL TAKE PRECEDENCE OVER AND BE
USED IN LIEU OF SUCH CONFUC77NO PORTIONS SAID
SPECIFICATIONS SHALL APPLY BUT NOT BE LIM17ED TO THE
FOLLOWING.-
A) ALL CONCRETE SHALL BE CLASS "B" AS IN ACCORDANCE WITH
SECTION 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE
STRENGTH AT 28 DAYS
B) ASPHALTIC CONCRETE SHALL BE TYPE -B-, MEDIUM GRADED,
1/2" MAXIMUM AGGREGATE, AND INTIMATELY MIXED WITH 5-7X
ASPHALT.
10. IN THE EVENT CONSTRUC77ON STAKING BASED ON MCINTOSH &
ASSOCIATES' PLANS, DRAWINGS, OR OTHER DOCUMENTS IS PERFORMED
BY ANOTHER FIRM, McINTOSH & ASSOCIATES SHALL BE HELD HARMLESS
AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID
PLANS, DRAWINGS. OR OTHER DOCUMENTS
11. McINTOSH & ASSOCIA TES SHALL NOT BE RESPONSIBLE OR LIABLE FOR
UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS ALL
CHANGES TO THESE PLANS MUST BE APPROVED, IN WRITING, BY
McINTOSH & ASSOCIATES.
12. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING
CODE AND STANDARDS PERTAINING THERE OF AND TO THE
RECOMMENDATIONS CONTAINED IN, AND MADE A PART HEREOF, 7HE
PRELIMINARY SOILS REPORT (NOTE 1). AND ALL ADDENDUMS THERETO IN
CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFICA TIONS, 7HE
MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE.
13. UPON COMPLETION OF GRADING AND BEFORE 7HE START OF
CONS7RUCT70N, A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOIL
ENGINEER.
14. THE SOIL ENGINEER SHALL REVIEW ALL EXCA VA TIONS PRIOR TO
BACKFILLING AND SHALL BE N077FIED OF ANY ITEM ENCOUN7ERE0
DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION
STABILITY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL
ENGINEER.
15. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1.
16. ALL SLOPES GREATER THAN THREE (3) FEET IN VERTICAL HEIGHT SHALL
BE PREPARED AND MAINTAINED TO PREVENT EROSION.
IMPORTED FILL MATERIAL: REFER TO SPECIFIC EARTHWORK
RECOMMENDATION FOR IMPORTED FILL MATERIALS REQUIREMENTS ON
SHEET 2 HEREIN.
17. CLEARING AND GRUBBING: REFER TO SPECIFIC EAR7HWORK
RECOMMENDATION FOR CLEARING AND GRUBBING REQUIREMENTS ON
SHEET 2 HEREIN.
18. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS): REFER 70 SPECIFIC
EARTHWORK RECOMMENDATION FOR AREAS TO RECEIVE FILL
REQUIREMENTS ON SHEET 2 HEREIN.
19. FILL MATERIAL: REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR
FILL MATERIALS LAYERING AND REQUIREMENTS ON SHEET 2 HEREIN.
20. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90.x) PERCENT
MAXIMUM DENSITY AS DE7ERMINED BY APPROVAL METHOD PER APPENDIX
J OF INE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS
AND REPORT FROM SOILS ENGINEER.
21. ENGINEERED FILL SHALL BE PLACED /N LAYERS NOT EXCEEDING SIX (6)
INCHES IN COMPACTED 7HICKNESS BROUGHT TO NEAR 7HE OP77MUM
MOISTURE CONTENT OR TO A MOIS71JRE CONTENT COMMENSURATE WITH
EFFEC71ME COMPACTION AND SOIL STABILITY, AND COMPACTED TO 90% OF
7HE MAXIMUM DENSITY PER ASTM D1557-78, UNLESS SPECIFIED
07HERWSE. COMPACTION SHALL BE CERTIFIED BY TESTS AND REPORT
FROM THE SOILS ENGINEER.
22. FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WI7H A
GROUND COVER INDIGENOUS TO 7HE AREA AND MAINTAINED AGAINST
EROSION.
23. EARTHWORK QUANTITIES ARE BASED DIV THE FREE FLOATING CONCRETE
SLAB /N GRADE PER 7HE SOILS REPORT (NOTE 1).
QUANTI TIES FOR EARTHWORK
CUT - CU. YD. 115,207
FILL - CU. YD. 65.391
EXPORT - CU. YD. 4,283
SHRINKAGE FACTOR OF JOX WAS USED
EXPORT TO BE USED BY TRACT 7255
QUAN7177ES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO
WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF
EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT THE
ENGINEER SO THAT ADJUSTMENTS MAY BE MADE, THE CONTRACTOR
SHALL NOT USE THESE QUAN7777ES TO BASE HIS BID ON,
23. BUILDING PAD PREPARATION - REFER SPECIFIC RECOMMENDATION ON
SHEET 2 HEREIN.
24. PA VEMENT PREPARA TION - REFER SPECIFIC RECOMMENDA TION ON
SHEET 2 HEREIN.
25. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES
OR EXCA VA TION FIVE (5) FEET OR DEEPER.
26. SUFFICIENT ACCESS TO 7HE EXISTING AND ABANDONED WELLS SHALL BE
MAINTAINED IN ORDER FOR 7HE DIVISION OF GAS, OILS AND
GEOTHERMAL RESOURCES (DIVISION) TO INVESTIGATE 7HE CONDITION OF
THE WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDONMENTS
ARE REQUIRED, THE DIVISION SHALL FURNISH THE NECESSARY
SPECIFICATIONS TO 7HE PROPERTY OWNER.
2Z AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING AC7I1477£S,
ALL CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMP70MS
OF VALLEY FEVER.
UMAUIN(a NU I t S GUN I /NULU
27. 7HE CONTRACTOR SHALL COMPLY WITH THE GUIDE FOR ASSESSING AND
M177GATING AIR QUALITY IMPACTS (GAMAQI), JANUARY 10, 2002
REVISION, GUIDANCE DOCUMENT WM-IICH LISTS 7HE FOLLOWING MEASURES
AS APPROVED AND RECOMMENDED FOR CONS7RUC71ON ACTIVITIES
W1 THIN THE SAN JOAQUIN VALLEY AS FOLLOWS-
A. MAINTAIN ALL CONSTRUC77ON EQUIPMENT AS RECOMMENDED BY
MANUFACTURER MANUALS
B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS
OF 77ME.
C. USE ELECTRIC EQUIPMENT FOR CONSTRUCTION WHENEVER POSSIBLE
IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT.
D. CURTAIL USE OF HIGH -EMITTING CONSTRUCTION EQUIPMENT DURING
PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT
CONCENTRATIONS SUCH AS "SPARE -THE -AIR" DAYS AS DECLARED
BY THE SJVAPCD.
E, ENCOURAGE CONSTRUCTION EMPLOYEES TO CARPOOL OR USE
SHUTTLE TO RETAIL ESTABLISHMENTS AT LUNCH.
28. PRIOR TO SITE GRADING, SUBDMDER SHALL HAVE A PRECONS7RUCTION
SURVEY CONDUCTED 70 SEARCH FOR NATIVE KIT FOX DENS SURVEY
SHALL BE SUBMITTED TO THE PLANNING DIRECTOR FOR REVIEW PRIOR
TO GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL
NOTIFICATION REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND
CONTAINING DENS
29. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT
TO THE MIGRATORY BIRD TREATY ACT. INCLUDING THE SWANSON HAWK
DURING THE RAPTOR NESTING SEASON (FEBRUARY THROUGH
SEPTEMBER). IF CONS7RUC770N IS TO OCCUR DURING RAP77OR
NES7INGIRREEDING SEASON (FEBRUARY THROUGH SEPTEMBER) NO
CONSTRUC710N ACTIVITY SHALL TAKE PLACE WF774IN 500 FEET OF A
AC71VE NEST. TREES 70 BE REMOVED 774AT CONTAIN NESTS SHALL BE
REMOVED ONLY DURING NON -BREEDING SEASON (OCTOBER THROUGH
JANUARY)
30. THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES
WHICH ARE NOT ADDRESSED IN 774E MBHCP, INCLUDING THOSE
PRO TFC7FD UNDER THE FEDERAL MIGRATORY BIRD TREATY ACT,
SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR
TO C0NS7RUC71ON. THE FISH & WILDLIFE SERVICE (USFWS) AND
CALIFORNIA DEPARTMENT OF FISH & GAME (CDFG) SHOULD BE NOTIFIED
OF PREVIOUSLY UNREPORTED PROTECTED SPECIES ANY
UNAN7IC/PA7F0 TAKE OF PROTECTED WILDLIFE SHALL BE REPORTED
1MMEDIA TEL Y TO THE CDFG AND USFWS
31. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED
DURING EXCA VA TION AND GRADING AC RW nES ON-SITE, THE
CONTRACTOR SHALL S70P ALL WORK AND 7HE DEVELOPER SHALL
RETAIN A QUALIFIED ARCHEOLOGIST TO EVALUATE THE SIGNIFICANCE OF
THE FINDING AND APPROPRIATE COURSE OF ACTION. SALVAGE
OPERA77ON REQUIREMENTS IN APPENDIX K OF THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT GUIDELINES SHALL BE FOLLOWED AND
THE TREATMENT OF DISCOVERED NA77VE AMERICAN REMAINS SHALL
COMPLY WITH STATE CODES REGULATIONS OF THE AMERICAN HERITAGE
COMMISSION.
32. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY 71ME ON ANY
PORTION OF 7HE PROJECT, WORK SHALL HALT AND THE CORONER BE
NOTIFIED IMMEDIA7ELY (SECTION 7050.5 OF THE HEALTH AND SAFETY
CODE). IN 7H£ ABSENCE OF AN ARCHAEOLOGICAL MONI70R, A
QUALIFIED ARCHAEOLOGIST AND THE LOCAL NATIVE AMERICAN
COMMUNITY SHALL ALSO BE NOTIFIED.
33. THE CONTRACTOR SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR
POLLUTION CONTROL DISTRICT (SJVAPCD) REGULATION Vpl, DUST
CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING
GRADING AND CONSTRUCTION PHASES THE MITIGATION MEASURES TO
BE TAKEN ARE AS FOLLOWS -
A. WATER EXPOSED SURFACES (SOIL) 7HREE-71MESIDAY.
B. WATER ALL HAUL ROADS AT A MINIMUM OF THREE TIMES PER DAY.
C. REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER
HOUR.
D. STABILIZE ALL DISTURBED AREAS, INCLUDING S70RAGE PILES, WHICH
ARE NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES
USING WATER OR BY COVERING WI7H A TRAP, OTHER SUITABLE
COVER OR VEGETA77VE GROUND COVER.
E, CONTROL FUGITIVE DUST EMISSIONS DURING LAND CLEARING,
GRUBBING, SCRAPING, EXCAVATION. LEVELING, GRADING, OR CUT &
FILL OPERATIONS WITH APPLICATION OF WA7ER OR BY PRESOAKING.
F. WHEN TRANSPORTING MATERIALS OFFSITE; MAINTAIN A FREEBOARD
LIMIT OF AT LEAST SIX INCHES AND COVER OR EFFECTIVELY WET TO
LIMIT VISIBLE DUST EMISSIONS
G. LIMIT AND REMOVE 7HE ACCUMULATION OF MUD AND/OR DIRT FROM
ADJACENT PUBLIC ROADWAYS AT 774E END OF EACH WORKDAY.
(USE OF DRY ROTARY BRUSHES IS PROH1817W EXCEPT WHEN
PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT
VISIBLE DUST EMISSIONS AND USE OF BLOWERS 1S EXPRESSLY
FORBIDDEN).
H. STABILIZE 774E SURFACE OF STORAGE PILES FOLLOWING THE
ADDI TION OR REMOVAL OF MA TERIALS USING WA TER,
I. REMOVE TRACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE
SITE A T 7HE END OF EACH WORKDAY.
J. CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS
(GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD).
K. ASPHALT -CONCRETE PAVING SHALL COMPLY WITH THE SJVAPCD
RULE 4641 AND RESTRICT USE OF OF CUTBACK, SLOW -CURE AND
EMULSIFIED ASPHALT PAVING MATERIALS
34. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN
ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE.
35. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF
INTENT"' (NOW) TO COMPLY WIN THE TERMS OF THE GENERAL PERMIT
TO DISCHARGE STORM WATER ASSOCIATED WIN CONSTRUC770N
ACTIVITY (WQ ORDER NO. R5-2013-0153) MUST BE FILED KITH STATE
WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE
BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE
GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PLAN
(SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE
AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUC770N
HOURS.
36. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED
WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED
BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED
ENGINEERS ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF
WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO
ISSUANCE OF A PERMIT.
37. ALL ONSITE UNPAVED ROADS AND OFFSITE UNPAVED ACCESS ROADS
SHALL BE EFFEC77VELY STABILIZED OF DUST EMISSIONS USING WATER
OR CHEMICAL STABILIZER/SUPPRESANT.
38. PAD IS GRADED FLAT AT ROUGH GRADING FINISHED GRADES WILL
INCORPORATE A 116' SWALE THAT WILL DIRECT DRAINAGE AWAY FROM
THE STRUCTURE AND TO THE STREET
SEE TYPICAL LOT SWALE GRADING ON SHEET 1.
39. WASH OFF CONSTRUC7101V AND HAUL TRUCKS TO MINIMIZE THE
REMOVAL OF MUD AND DIRT FROM 7HE PROJECT SITE.
40. DUST CONTROL
CONTRACTOR SHALL OBTAIN A COPY OF 7HE DUST CONTROL PLAN
(DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A
COPY DN SITE AT ALL TIMES FOR THE DURATION OF CONTRACTORS
OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY W17H
THE PROVISIONS OF SAID PLAN.
41. STORM WATER POLLUTION PREVENTION
CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER,
AND SHALL KEEP A COPY ON S17E AT ALL TIES. FOR THE DURATION
OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR 1S REQUIRED
TO COMPLY WITH THE PROVISIONS OF SAID PLAN.
42. PALEONTOLOGICAL MONITORING SHALL TAKE PLACE DURING
CONSTRUCTION EXCAVATION ACTIVITIES THAT RESULT IN EXCA VA7701VS
OF SIX FEET BELOW GROUND SURFACE OR GREATER wTHIN THE
PROJECT SITE. FOLLOWING ARE THE SPECIFIC MEASURES:
A) ASSIGN A PALEONTOLOGICAL MONITOR, TRAINED AND EQUIPPED TO
ALLOW THE RAPID REMOVAL OF EARTH -DISTURBING AC771471ES
B) SHOULD FOSSILS BE FOUND W774IN AN AREA BEING CLEARED OR
GRADED, DIVERT EARTH -DISTURBING AC7I1477ES ELSEW74ERE UNTIL THE-
MONITOR
HEMONITOR HAS COMPLETED SALVAGE. IF CONSTRUCTION PERSONNEL
MAKE THE DISCOVERY, 774E GRADING CONTRACTOR SHOULD IMMEDIATELY
DIVERT CONSTRUCTION AND NOTIFY THE MONITOR OF THE FIND.
GRADING NOTES CONTINUED
C) PREPARE, IDENTIFY, AND CURATE ALL RECOVERED FOSSILS FOR
DOCUMENTATION IN 774E SUMMARY REPORT AND TRANSFER TO AN
APPROPRIATE' DEPOSITORY.
D) SUBMIT A SUMMARY REPORT TO 774E CITY OF BAKERSFIELD.
TRANSFER COLLECTED SPECIMENS WITH A COPY OF REPORT TO
THE REPOSITORY.
PALEONTOLOGICAL MON177DRING DURING CONSTRUC710N ACTIVITIES 7HAT
INVOLVE EXCAVATION ACTIVITIES OF SIX FEET BELOW GROUND SURFACE
OR GREATER ON THE PROJECT S17E WOULD REDUCE THE POTENTIAL
IMPACTS ON PALEONTOLOGICAL RESOURCES TO LESS THAN SIGNIFICANT.
43. 7HE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO
MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR
]HOSE AREAS OVER 2%
44. ALL WORK WILL STOP IMMEDIATELY IF ANY UNKNOWN ODOROUS OR
DISCOLORED SOIL OR OTHER POSSIBLE HAZARDOUS MA7E•RIALS ARISE
DURING ANY PART OF THE 7ES77NG, GRADING, OR CONSTRUCTION ON
7HE PROJECT Sl TE.
45. THE HANDLING AND STORAGE OF HAZARDOUS AND ACU TEL Y
HAZARDOUS MATERIALS SHALL BE RESTRICTED TO LESS THAN
THRESHOLD PLANNING QUAN7771ES WITHIN 1,00 FEET OF SENSl77VE
RECEPTORS WI/CH INCLUDE RESIDENTIAL AREAS, SCHOOLS; DAYCARE
CENTERS, HOSPITAL, CONVALESCENT HOMES AND OTHER LARGE
IMMOBILE POPULATIONS SENSITIVE RECEPTORS SHALL NOT BE
APPROVED W17HIN ZONES OF CANCER RISK IDEN77FIED BY A HEALTH
RISK ASSESSMENT OF GREA7ER THAN 10 /N 1, 00, 00.
46. CONS7RUC71ON AC771477ES ASSOCIATED 1+17H DEVELOPMENT OF 77-1E
PROJIECT SITE• WOULD BE REQUIRED TO BE IN CONFORMATION WITH
SECTION 9.22.050 OF THE CITY OF BAKERSFIELD MUNICIPAL CODE
WHICH LIMITS CONSTRUCT70N 70 7HE HOURS OF 6 A.M. TO 9 P.M. ON
WEEKDAYS, AND BETWEEN 8 A.M. AND 9 P.M. ON WEEKENDS, WHERE
C0NS7RUC77ON OCCURS LESS THAN 1,00 FEET FROM RESIDENCES
4Z CONSTRUC7701V EQUIPMENT SHALL BE EQUIPPED WITH MUFFLERS AND
MAINTAINED IN ACCORDANCE K17H THE EQUIPMENT'S FACTORY
SPECIF7CA77ONS DURING CONSTRUCTION ACTIVITIES, 7HE CONSTRUCTION
EQUIPMENT MUFFLER AND MAINTENANCE RECORDS SHALL BE ONSITE
BASIS OF BEARINGS:
THE BEARING OF N
01'02'20" E SHOWN FOR THE
EAST LINE SECTION 10, T.
30 S., R. 26 E. AS SHOWN
ON RECORD OF SURVEY,
BOOK 25, PAGE 49 WAS
USED AS THE BASIS OF
BEARING SHOWN HEREON.
BENCHMARK USED:
TOP OF CONCRETE MONUMENT IN
LAMPHOLE AT THE INTERSECTION OF
MING AVENUE AND ALLEN RD., ALSO
BEING THE NORTHWEST CORNER OF
SECTION 12, T.30S., R.26E.,
ELEV = 367.96' (NAVD 88 DATUM)
NOTE:
SUBTRACT 1.98 FEET TO GET TO
USGS/CITY DATUM.
INDEX OF SHEETS
H ET TITLE
1. COVER SHEET
2. GRADING PLAN
3. GRADING PLAN
4. GRADING PLAN
ER & SUBDIVIDER:
CASTLE & COOKE CALIFORNIA, INC.
10000 STOCKDALE HIGHWAY
BAKERSFIELD, CA 93311
CONTACT PERSON - SCOTT THAYER
(661) 664-6500
GEOTECHNICAL ENGINEER:
SOILS ENGINEERING, INC.
4400 YEAGER WAY
BAKERSFIELD, CA 93313
CONTACT PERSON - TONY M. FRANGIE
(661) 831-5100
PRELIMINARY SOILS __REPORT:
FILE NO. 013-14656
DATED: FEBRUARY 3, 2014
SOILS ENGINEERING, INC.
4400 YEAGER WAY
BAKERSFIELD, CA 93313
CONTACT PERSON - TONY M. FRANGIE
(661) 831-5100
CIVIL ENGINEER:
MCINTOSH & ASSOCIATES
2001 WHEELAN COURT
BAKERSFIELD, CA 93309
CONTACT PERSON - ROGER MCINTOSH
(661) 834-4814
VICINITY MAP
NO SCALE
PROJECT AREA: 31.03 ACRES
TOTAL NO. OF LOTS = 91
NOTE:
NO OFF-SITE AREAS TO BE USED
FOR STAGING, STOCKPILE,
EQUIPMENT STORAGE, ETC.
N I ,a-
.-_ SERRENDA MESA WATER DISTRICT w W
RECHARGE PONDS
Y � rL"jW
wo
-z
--- - - =- z
'•- - MING AVENUE-
=_ ..
I ,
----f--+-+-+--1--4- -+--1- ah :;} - I
�Q 1 11 112 I 13 1 14 1 15 1 i8 (® 19 I 18 1 17 I` 4 1 15 1
• I N1 1 14 1- 1 -1� IN 11 TI 171
XTON AVENUE - °-
1 7 6 s 4 3 2 i 20
12
FUTUREfir'=�=t����
-L�-
DEVELOPMENT ( 11 113 14 15 f 17 18 12 20 21
-- L I z - - - - -
-
8 I 10 9 8 7-1 5 4 3 2
MATCH LINE -SHEET 2 0_2
PRIVATE �j .�� t;
MATCH LINE -SHEET 3 PARK
T '� �-xi----N-°-.
LOT
* " " id�7118 19 29 21 22 23 24
A
s
0
13 12
i
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10 t
1 1 it 2
22
V23
24
}� 15 1413 12 11 iQ , p , �8 7 E S 4 3
u N ,
d 5 4 3 2 w 120 25 /
KEY MAP
SCALE: 1 " = 200'
THE BASIN, CATCH BASINS, AND STORM DRAIN SYSTEM WITHIN THE
PRIVATE TRACTS SHALL BE PRIVATELY MAINTAINED AND THE CITY
OF BAKERSFIELD WLL NOT ASSUME RESPONSIBILITY OVER THE
MAINTENANCE.
r'
FOR
TRACT'NO. 7256
PHASES 1, 2, 3 & 4
ASSESSORS PARCEL NUMBER 523- 540- 01
GRADING PERMIT NUMBER: 14- 40 00 00 6 5
0.5% MIN. SLOPE PIPE AT POSITIVE
GRADE TO DRAINAGE EMITTER.
III 3" SMOOTH WALL Z
ANGLE PI
PE TO
PVC PIPE (TVP.) SURFACE00-•-•-•-•-•-•-•-•-•-• � u
/OL 30WHO
I 5tgM J
i 2%
Wa
PROPOSED 0:
a.
k 5'MIN.
HOUSE
I W
I z
J
I '
W �
a '
o
I o_
o
\ro max+/ \
C_._._._._._._._.__ ---._._._--._._--------Q ------------ ._._._._._._._._._._._._._._._._._._._._._,
AT POSITI__
VE ANGLE P
I 3" DRAIN GRATE 0 SGRADE TO DPRA NIAGE EMITTER. SURFACEIPE TO,)
I
ISEE DETAIL "A"
(TYP.)
NOTE: TRACTS 7255, 7256 AND 7257
HAVE SAME OWNER AND WILL
BE GRADED SIMULTANEOUSLY.
,• 1
VESTING TENTATIVE
TRACT NO. 7255
��12 \
SLOPE TO TO
3" SMOOTH WA
L
PVC PIPE
z
TYPICAL FINISH LOT GRADING
AND DRAIN CONFIGURATION
NO SCALE
ALL HOMES TO BE CONSTRUCTED WITH
SUBSURFACE LOT DRAINAGE SYSTEM AS
SHOWN ABOVE. SYSTEM SHALL BE
INSPECTED BY CITY OF BAKERSFIELD
BUILDING DEPARTMENT.
INLET WITH St
DRAIN GRATE
3" SMOOTH WALL
PVC PIPE
ABBREVIATIONS
EP
STOCKDALE
FS FINISH SURFACE
T. 30 S.,
a
R. 26 E.
0
FLOWLINE
FF FINISH FLOOR
CL
2
PROJEC T Sl TE
0
ix
z
ELEVATION
GB GRADE BREAK
W
MING
AVENUE
BEGIN VERTICAL CURVE EVC END VERTICAL CURVE
HP
Ram
at Bolo
%
r=
SQUARE FEET
I
POVC
POINT ON VERTICAL
CURVE
PIVC
POINT OF VERTICAL
von
11
z
2o�ffff
�0
FP
w
q6573
��
�O
ASBUILT/AS-GRADED PAD ELEV.
cz
z..�
h
S 's
EXIST. TOP OF CURB ELEV.
WHITE LANE
EXIST. GUTTER FLOWJNE ELEV.
Ate_
PROPOSED LANDSCAPE ELEV.
0
z
W
i_r
D
14 0
13
00
CA
a
kOUTHERN PACIFIC IRAILROAD
VICINITY MAP
NO SCALE
PROJECT AREA: 31.03 ACRES
TOTAL NO. OF LOTS = 91
NOTE:
NO OFF-SITE AREAS TO BE USED
FOR STAGING, STOCKPILE,
EQUIPMENT STORAGE, ETC.
N I ,a-
.-_ SERRENDA MESA WATER DISTRICT w W
RECHARGE PONDS
Y � rL"jW
wo
-z
--- - - =- z
'•- - MING AVENUE-
=_ ..
I ,
----f--+-+-+--1--4- -+--1- ah :;} - I
�Q 1 11 112 I 13 1 14 1 15 1 i8 (® 19 I 18 1 17 I` 4 1 15 1
• I N1 1 14 1- 1 -1� IN 11 TI 171
XTON AVENUE - °-
1 7 6 s 4 3 2 i 20
12
FUTUREfir'=�=t����
-L�-
DEVELOPMENT ( 11 113 14 15 f 17 18 12 20 21
-- L I z - - - - -
-
8 I 10 9 8 7-1 5 4 3 2
MATCH LINE -SHEET 2 0_2
PRIVATE �j .�� t;
MATCH LINE -SHEET 3 PARK
T '� �-xi----N-°-.
LOT
* " " id�7118 19 29 21 22 23 24
A
s
0
13 12
i
r 11
10 t
1 1 it 2
22
V23
24
}� 15 1413 12 11 iQ , p , �8 7 E S 4 3
u N ,
d 5 4 3 2 w 120 25 /
KEY MAP
SCALE: 1 " = 200'
THE BASIN, CATCH BASINS, AND STORM DRAIN SYSTEM WITHIN THE
PRIVATE TRACTS SHALL BE PRIVATELY MAINTAINED AND THE CITY
OF BAKERSFIELD WLL NOT ASSUME RESPONSIBILITY OVER THE
MAINTENANCE.
r'
FOR
TRACT'NO. 7256
PHASES 1, 2, 3 & 4
ASSESSORS PARCEL NUMBER 523- 540- 01
GRADING PERMIT NUMBER: 14- 40 00 00 6 5
0.5% MIN. SLOPE PIPE AT POSITIVE
GRADE TO DRAINAGE EMITTER.
III 3" SMOOTH WALL Z
ANGLE PI
PE TO
PVC PIPE (TVP.) SURFACE00-•-•-•-•-•-•-•-•-•-• � u
/OL 30WHO
I 5tgM J
i 2%
Wa
PROPOSED 0:
a.
k 5'MIN.
HOUSE
I W
I z
J
I '
W �
a '
o
I o_
o
\ro max+/ \
C_._._._._._._._.__ ---._._._--._._--------Q ------------ ._._._._._._._._._._._._._._._._._._._._._,
AT POSITI__
VE ANGLE P
I 3" DRAIN GRATE 0 SGRADE TO DPRA NIAGE EMITTER. SURFACEIPE TO,)
I
ISEE DETAIL "A"
(TYP.)
NOTE: TRACTS 7255, 7256 AND 7257
HAVE SAME OWNER AND WILL
BE GRADED SIMULTANEOUSLY.
,• 1
VESTING TENTATIVE
TRACT NO. 7255
��12 \
SLOPE TO TO
3" SMOOTH WA
L
PVC PIPE
z
TYPICAL FINISH LOT GRADING
AND DRAIN CONFIGURATION
NO SCALE
ALL HOMES TO BE CONSTRUCTED WITH
SUBSURFACE LOT DRAINAGE SYSTEM AS
SHOWN ABOVE. SYSTEM SHALL BE
INSPECTED BY CITY OF BAKERSFIELD
BUILDING DEPARTMENT.
INLET WITH St
DRAIN GRATE
3" SMOOTH WALL
PVC PIPE
ABBREVIATIONS
EP
LEGEND
EDGE OF PAVEMENT
FS FINISH SURFACE
TC
TOP OF CONCRETE
OE OVER -EXCAVATION
FL
FLOWLINE
FF FINISH FLOOR
CL
CENTERLINE
FC FINISH CONCRETE
ELEV
ELEVATION
GB GRADE BREAK
DWS
DESIGN WATER SURFACE FG FINISH GRADE
BVC
BEGIN VERTICAL CURVE EVC END VERTICAL CURVE
HP
HIGH POINT
FG FINISH GROUND
SF
SQUARE FEET
EG EASING GROUND
POVC
POINT ON VERTICAL
CURVE
PIVC
POINT OF VERTICAL
INTERSECTION
T
EASTING GROUND CONTOUR
FP
100.00
PROPOSED PAD ELEV.
x ®
ASBUILT/AS-GRADED PAD ELEV.
cz
z..�
PROPOSED GUTTER FLOWLINE ELEV.
EXIST. TOP OF CURB ELEV.
EXIST. GUTTER FLOWJNE ELEV.
Ate_
PROPOSED LANDSCAPE ELEV.
GRADE
3" DRAIN GRATE
DETAIL "A" NO SCALE
PVC MITERED
DRAIN OUTLET
DETAIL "B" NO SCALE
.-mom PROPOSED FINISHED GRADE
0315x DIRECTION AND PERCENT OF SLOPE
FOR DRAINAGE
CURB AND GUTTER
DIG ALERT
Call: TOLL FREE
1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
EXIST. CURB AND GUTTER
- - - CENTERLINE OF STREET
- - - - - - - - PROPRTY UNE / RIGHT-OF-WAY
- - - - - - - - - - - PAD COMPACTION LIMITS
18"(m) ---D-- STORM DRAIN
18' DRAIN (1P•) TYPE "A" CATCH BASIN WITH 3.5' YWDE
OPENING UNLESS OTHERVNSE NOTED
o ■ m � m ■ o ■ ■ � TRACT BOUNDARY
PHASE UNE
MATCH UNE
LETTER
------ A SECTION LINE
sEcnall Is LOCATED
127C)5.6.ov
CITY RECORDS NO:
r
0
M
M
1- O)
U � 00
Z 0O f
¢LLJ J
W U 00
��
�
' W W
oE(0
N X
W
Y
¢
m
00
� W -
Z
0o
0o
z
8
W
J
3
m
m
B
d,
k
a
0
U
1"�
0)
J
IA
10
IL
0
T
. r
cz
z..�
N
A
W
0
V
a
M
r�
Vr
6
a
U-
W T..
0)
I
IA
10
IL
0
LEGEND
ABBREVIATIONS
EP EDGE OF PAVEMENT
FS FINISH SURFACE
TC TOP OF CONCRETE
OE OVER -EXCAVATION
FL, FLOWLINE
FF FINISH FLOOR
CL CENTERLINE
FC FINISH CONCRETE
ELEV ELEVATION
GB GRADE BREAK
DWS DESIGN WATER SURFACE FG FINISH GRADE
SVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE
HP HIGH POINT
FG FINISH GROUND
SF SQUARE FEET
EG EMSTING GROUND
POW POINT ON VERTICAL
CURVE
PIVC POINT OF VERTICAL
INTERSECTION
EASTING GROUND CONTOUR
FP. 100.00
PROPOSED PAD ELEV.
x rjm
ASBUILT/AS-GRADED PAD ELEV.
PROPOSED GUTTER FLOWLINE ELEV.
EAST. TOP OF CURB ELEV.
EXIST. GUTTER FLOWLINE ELEV.
PROPOSED LANDSCAPE ELEV.
PROPOSED FINISHED GRADE
ajim
DIRECTION AND PERCENT OF SLOPE
FOR DRAINAGE
CURB AND GUTTER
EXIST. CURB AND GUTTER
- - - - - -
- CENTERLINE OF STREET
PROPERTY LINE / RIGHT-OF-WAY
- - - - - - - - -
- - PAD COMPACTION LIMITS
le �tm-MEL--o
STORM DRAIN
lir mm (rtp.)
-4
TYPE *Am CATCH BASIN WITH 3.5' WIDE
OPENING UNLESS OTHERWISE NOTED
■..iwm�mm�mm�
TRACT BOUNDARY
amm"190 Nvy.0'm WIMM-19 ftw, PHASE LINE
Lo
LLJ
U)
cov
�o-CITY OF BAKERSFIELD LEVEE EASEMENT
0
PER DOC. NO 0205174823 O.R.
LINK EX. 6' HIGH CHAIN
FENCE AROUND WATER
U)
WELL PUMP
WE Lli
D 35 WIDE CITY OF BAKERSFIELD LE
FD. 2" IRON PIPE TAG= LS -EASEMENT PER DOC. NO. 0205174822
L
dt 0205264430 BOTH O.R. ---- ---
30' WIDE PUBLIC ACCESS EASEMENT 4383 FOR N. 1/4 COR. SEC.
Al
5'
PER DOC. NO. 0206107906 O.R.
11, 30/26 DE CITY OF BAKERSFIELD LEVEE o
-- ---- EASEMENT PER DOC. NO. 0205174823 O.R.
------ - --- --------
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74,
ti
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-FLtTJJR "1111W N",
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EX. DIRT LEVEE -D-
SEC'
/26
--- --- ----
--- - - ---- ---
-----------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - 4� t------------------- --- , _l____ __l_ -
- - - - - - - - --
-7 77� - - - - - - - - - - - - - -
--- - - - - - - - - - - - - ----------
IF X _'KEX. VENT PIPE
E TOE OF SLOPE
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LEM 50 25 0 50 100
SECTION LINE
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FP 23 I -.
t 3538 3536 I I 1 1 I I TRACT BOUNDARY ( I FP 3521
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6 25 �.
5 I 4 1 3 I 2 1 1 3 29 28 27 2C1-1 11-1
f
LEGEND
ABBREVIATIONS
EP EDGE OF PAVEMENT FS FINISH SURFACE
TC TOP OF CONCRETE OE OVER -EXCAVATION
FL FLOWLINE FF FINISH FLOOR
CL CENTERLINE FC FINISH CONCRETE
ELEV ELEVATION GB GRADE BREAK
DWS DESIGN WATER SURFACE FG FINISH GRADE
SVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE
HP HIGH PONT FG FINISH GROUND
SF SQUARE FEET EG EXISTING GROUND
POVC POINT ON VERTICAL CURVE
PI VC POINT OF VERTICAL INTERSEC11ON
EXISTING GROUND CONTOUR
FP. 100.00 PROPOSED PAD ELEV.
■ ® ASBUILT/AS-GRADED PAD ELEV.
r
ss 61 FL PROPOSED GUTTER FLOWLINE ELEV.
EXIST. TDP OF CURB ELEV.
EXIST. GUTTER FLOWLINE ELEV.
r :an 7 S PROPOSED LANDSCAPE ELEV.
PROPOSED FINISHED GRADE
0.315x DIRECTION AND PERCENT OF SLOPE
FOR DRAINAGE
CURB AND GUTTER
EXIST. CURB AND GUTTER
- - CENTERLINE OF STREET
- - - - - - — PROPERTY UNE / RIGHT-OF-WAY
— — — — — — — — — — — PAD COMPACTION LIMITS
le ORAIN(Typ.) D STORM DRAIN
ie DRAM (Typ') TYPE 'A" CATCH BASIN WITH 3.5' WTD:
OPENING UNLESS OTHERWISE NOTED
TRACT BOUNDARY
Wwm_ M MSI WAM PHASE LINE
MATCH LINE SCALE: 1 " = 50'
LUM 50 25 0 50 100
- - - - A SECTION UNE
i ECTMN IS LWAIEn
C3
a
R/W
PA
25' 1 _ 10'-25' 1 48' TO 58'
110' TO 120' RIGHT OF WAY
I
R/W
I
i
'1
7' 41' TO 51'
7' 7'
41' 7'
MIN. 6' WALL
W
z 1
1 z
I
al
3 1
LANDSCAPE LOT WITH
J
3
LANDSCAPE
z
2'
o LANDSCAPE(
AREA EXISTING
-
10' MULTI PURPOSE
' TRAIL
1 AREA , 0.95
�, I FUTURE MEDIAN
I TERRAIN
2
�,/
—
2X EXIST. LEVE — — — — -
t
-\:�
7PROPOSED
�--
EXIST. GROUND
est, —
------
-- -� FUTURE IMPROVEMENTS -
- — — — — — — — — — — — — — — — %RAtt — —
— — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — -
I
9' 9'
16' TO 22'
PROPOSED
ROUGH GRADE UNE
CURB k GUTTER
z
A SECTION
¢
MING
, cAVENUE
SCALE 1 "=10'
SIDEWALK CURB do GUTTER
ROUGH GRADE LINE AT../
0.7' BELOW TOP OF CURB
C SECTION
4 LOCAL STREET WITH MEDIAN
SCALE 1 "=10'
WRB k GUTTER SIDEWALK
-12" OVEREXCAVATION
(SEE GRADING NOTES)
FINISHED PAD
w1
20.00' L=653.14'
9.63' A=88'56'37"
P FIR:
-ia sz 0 l- y 4a
T
PAPA110'
mmm
RIGHT-OF-WAY
46.
(
,6,
30'
16'
I
9' 9'
16' TO 22'
24' TO 30'
LANDSCAPE LOT WITH
z
LANEW
I
LANE
z
LANDSCAPE LOT WITH
5' SIDEWALK
z
5 SIDEWALK
MIN. 6' WALL
22 MIN.
o
c-0 I
A.C. PROPOSED
VING
2
MIN 6'
2% MIN.
WALL
LOT
4.1 MAX.
I
4:1 MAX.
L
r-
2
PROPOSED
IIIIIIIIII
18 SC
PROPOSED
SIDEWALK
PROPOSED
MEDIAN
PROPOSED
SIDEWALK
CURB At
GUTTER
ROUGH GRADE LINE AT
CURB do GUTTER
0.7' BELOW TOP OF CURB
B
SECTION
4
GATED ENTRANCE
SCALE 1"=10'
R/W
R
90' RIGHT OF WAY
I
1
45'
45'
1
15 PAD
,
15 PAD
COMPACTION LIMITS
14' TO 20'
20' TO 26'
5' 5'
20' TO 26'
14' TO 20' COMPACTION LIMITS
z
a
i-
5' 9'
I
12" OVEREXCAVATION,
a I
z PARKING
LANE
W I
LANE PARiqPROPOSED
1(SEE
GRADING NOTES)lZYIN
,�SIDE-
LANDSCAPE
A%FINISHED
PAD
V E z
WALK AREA+
2O'
c� I
20'
§AAR.
142%
202-0
2.0'
2
PROPOSED
PROPOSED
10' LANDSCAPE
PROPOSED
A.C. PAVING
OSED
SIDEWALK CURB do GUTTER
ROUGH GRADE LINE AT../
0.7' BELOW TOP OF CURB
C SECTION
4 LOCAL STREET WITH MEDIAN
SCALE 1 "=10'
WRB k GUTTER SIDEWALK
-12" OVEREXCAVATION
(SEE GRADING NOTES)
FINISHED PAD
w1
20.00' L=653.14'
9.63' A=88'56'37"
P FIR:
-ia sz 0 l- y 4a
T
mmm
IIIIIIIIII
PA
95' RIGHT-OF-WAY
40' I ,I.
I
24' 16' 7.5' 7.5' 16' TO 22' 18' TO 24'
LANDSCAPE LOT WITH z LANE w I LANE w
LANDSCAPE LOT WITH
5 SIDEWALK N i 5' SIDEWALK
PROPOSED ja��o
MIN. 6 WALL 2% MIN. w `� A.C. PAVING `` MIN 6' WALL
LOI 4.1 MAX. I 2% MIN.
2% n 2 4:1 MAX.
-----
SIDEWALK
SIS DSCAPE PROPOSED
SIDEWALK PROPOSED MEDIAN PROPOSED SIDEWALK
CURB & GUTTER ROUGH GRADE LINE AT CURB & GUTTER
0.7' BELOW TOP OF CURB
D GATED ENTRANCE
5 LOCAL STREET WITH MEDIAN
SCALE 1 "=10'
15' PAD R/W 60' RIGHT-OF-WAY R/W 15' PAD
COMPACTION LIMITS ' COMPACTION LIMITS
z 12 12'
a o I 5' 7' 18' 18' 7' S' I a
OVEREXCAVATION
GRADING NOTES) '- I W w
SIDE- LANDSCAPE PARKING LANE LANE PARKING LANDSCAPE SIDE- I w -
FINISHED PAD VgR1 . = I WALK AREA o I o AREA WALK I _z 1 OPE x
2.0 i %2. I 12' 1 12' 2.0 I x 2.0' WE-
21L '� 2% 2_y y
PROPOSED
PROPOSEDA.C. PAVING PROPOSED
SIDEWALK PROPOSED ll_�CURB &GUTTER T.".
ROUGH GRADE UNE AT CURB & GUTTER PROPOSED
SIDEWALK
0.7' BELOW TOP OF CURB
E SECTION
5 LOCAL STREET
SCALE 1"-10'
12' o
a
PAD I
FINISH PAD
F SECTION
5 BACK OF LOTS
ELEVATION DIFFERENCE OF 0.3 FT. OR GREATER
SCALE 1"-10'
LEGEND
ABBREVIATIONS
EP EDGE OF PAVEMENT FS FINISH SURFACE
TC TOP OF CONCRETE OE OVER -EXCAVATION
FL FLOWUNE FF FINISH FLOOR
CL CENTERLINE FC FINISH CONCRETE
ELEV ELEVATION GB GRADE BREAK
DWS DESIGN WATER SURFACE FG FINISH GRADE
SVC BEGIN VERTICAL CURVE EVC END VE"CAL CURVE
HP HIGH POINT FG FINISH GROUND
SF SQUARE FEET EG EXISTING GROUND
POVC POINT ON VERTICAL CURVE
PIVC POINT OF VERTICAL INTERSECTION
E)GSTING GROUND CONTOUR
FP. 100.00 PROPOSED PAD ELEV.
x ® ASBUILT/AS-GRADED PAD ELEV.
.-ma" PROPOSED GUTTER FLOWUNE ELEV.
EXIST. TOP OF CURB ELEV.
EXIST. GUTTER FLOWLINE ELEV.
PROPOSED LANDSCAPE ELEV.
A ] F PROPOSED FINISHED GRADE
QJ15Z DIRECTION AND PERCENT OF SLOPE
FOR DRAINAGE
CURB AND GUTTER
EXIST. CURB AND GUTTER
- --- CENTERLINE OF STREET
-- - - - - - - - PROPERTY UNE / RIGHT--OF-WAY
- - - - - - - - - - - PAD COMPACTION LIMITS
fir -(Typ.)-0 STORM DRAIN
I8' DRAM (Typ') TYPE "A" CATCH BASIN WITH 3.5' YNDE
OPENING UNLESS OTHERWISE NOTED
x m m � m ■ � • ■ � TRACT BOUNDARY
PHASE UNE
MATCH UNE
LERER
SECTION LINE
SECIM IS LOUIM
PA
5,
a
a
MIN. 6 WALL
I
2.0'
2µAX•
FINISH PAD 70
LANDSCAPE LOT
WITH 10'
MEANDERING
TRAIL
2% MIN. 2.0'
4.1 MAX.
PROPOSED
TRAIL
P,.
a
a 5.
Z
VI F
�I a
2' 1 a
TFINISH PAD
FUTURE PAO `
G SECTION
5 TRACT BOUNDARY AT BACK OF LOT
ELEVATION DIFFERENCE OF 0.3 FT. OR GREATER
SCALE 1"=10'
5'
-PROPOSED
CURB & GUTTER
SCALE: 1 " = 50'
50 25 0 50 100
113'
24' 6' 12'
NO PARKING I
LANE I
W �2
0_6' yam, l �m
I
18' LANDSCAPE MEDIAN
ROUGH GRADE UNE
J SECTION
5 HOVINGHAM DRIVE
SCALE 1"=10'
Pt
r
4c
a
z 5'
0
m1
<I IY �
I a
12' a
FUTURE PAD
FINISH PAD
K SECTION
5 TRACT BOUNDARY AT BACK OF LOT
ELEVATION DIFFERENCE OF 0.3 FT. OR GREATER
SCALE 1"=10'
PA
LOT
• 12" OVEREXCAVATION
(SEE GRADING NOTES)
Pf
4c
C3
OI
a1
UI
x 12,
I
EXISTING GROUND
PARK
H SECTION
5 TRACT BOUNDARY AT PARK
SCALE 10=10'
PROPOSED
CURB do GUTTER
SIDEWALK
FINISH PAD
35' WIDE CITY OF BAKERSFIELD LEVEE
- -~ ---
- EASEMENT PER DOC. NO. 0205174822
----- - 0205264430 BOTH O.R.
W' w.w Z W
- JW S89'46'55"E 1348.
- _..
2
----- -- - --u) •---------------- - ----- ----------
EX
---- -
E TOE OF SLOPE -'
14 I i
FP356.3 ! FP 356.5`•: 1
I 356.7
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366.
3
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-
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1
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-30' WIDE PUBLIC ACCESS EASEMENT
PER DOC. NO. 0206107906 O.R.
5' WIDE CITY OF BAKERSFIELD LEVEE
EASEMENT PER DOC. NO 0205174823 O.R.
5024
EX. DIRT LEVEE -FUTURE"CATCH BASIN
-------------7' 1 -------- - ---- - -� ----------------------
F3
- -------------
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1
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