HomeMy WebLinkAbout1.7-6448 10 Asbuilts As Graded Grading PlanGRADING NOTES.
1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSf iELD ORDINANCES
AND STANDARDS PERTAINING THERETO (2010 CALIFORNIA BUILDING CODE,
APPENDIX J) AND SHALL BE SUPERVISED AS ENGINEERED GRADING IN
ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES.
2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL
DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WI 7H THE PLANS,
SPECIFICATIONS AND CODE W7HIN HIS PURV4EW
3. THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE
NO77RED 24 HOURS PRIOR TO PLACING ANY MA TERIAL.
4. CONTRACTOR AGREES 774A T HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONS7RUC770N OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; 774A T THIS REQUIREMENT SHALL APPLY CON77NUOUSL Y AND NOT BE
LIM17ED TO NORMAL WORKING HOURS; AND THAT 7HE CONTRACTOR SHALL
DEFEND, INDEMNIFY, AND HOLD THE OWNER, ARCHITECT, AND THE ENGINEER
HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNEC77ON WITH 774E
PERFORMANCE OF WORK ON THIS PROJECT; EXCEP77NG FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR 771E ENGINEER.
5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES W TH UNDERGROUND
FACIL177ES PRIOR TO BEGINNING CONS7RUC77ON AND VERIFY 77-IE LOCA 77ON AND
DEPTH OF ALL UNDERGROUND FA CIL177ES, INCLUDING TELEPHONE ELECTRIC
WATER, SEWER, OIL AND GAS LINES. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR BURIED LINES NOT INDICA TED ON 774E PLAN OR FOR
INFORMATION OBTAINED FROM OUT SIDE SOURCES. (USA 1 -800- 227 -2600)
6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL
AREAS TO + OR- 0.10 f OOT. IF AN AREA SHOULD BE FOUND TO BE MORE
THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF
GRADING, THE CONTRACTOR SHALL RE7URN AND CORRECT 774E GRADING AT NO
COST TO THE OWNER.
7. 714E GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING
OPERA 77ONS TO PREVENT 7151E OCCURRENCE OF A DUST NUISANCE AND SHALL
PR07ECT CURBS AND OTHER OBJECTS WN41CH ARE TO REMAIN.
& EXCA VA 77ON - EXCAVATION SHALL CONSIST OF ALL EXCA VA 770N INVOLVED IN
GRADING THE PROJECT AS SHOWN ON 7HE PLANS, EXCEPT ANY EXCA VA 770M
SEPARA TEL Y DESIGNA TED AND PAID FOR AS A SEPARA 7E ITEM.
9- EMBANKMENTS - EMBANKMENT CONSTRUC77ONN SHALL CONSIST OF CONSTRUC77NG
LOT EMBANKMENTS, INCLUDING 774E PREPARA 77ON OF AREAS FOR WHICH THEY
ARE TO BE PLACED, THE CONS7RUC710N OF DIKES WITHIN OR OUTSIDE 7HE
CONSTRUCTION AREA, THE PLACING AND COMPACTING OF APPROVED MATERIAL
W77-IIN THE CONSTRUCTION AREA WHERE UNSUITABLE MATERIAL HAS BEEN
REMOVED, AND THE PLACING AND COMPACTING OF EMBANKMENT MA 7E-RIAL IN
HOLES, FOR THE CONS7RUC77ON EMBANKMENTS, PREPARING SUB -GRADE AT THE
GRADING PLANE, CONFORMING TO THE GRADE TDLERANGE, DOING NECESSARY
PLOWING OR BENCHING, IMPORTING OR BORROW, PLACING AND COMPACTING
MATERIAL TO THE LINE AND GRADES SHOWN ON THE PLANS AND AS DIRECTED
BY 774E ENGINEER SHALL BE CONSIDERED AS INCLUDED IN THE CON TRACT PRICE
PAID PER CUBIC YARD FOR EXCA VA 770N, AND NO ADD177ONAL COMPENSA 77ON
WILL BE ALLOWED FOR SUCH WORK,
la THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD
SPECIFICA TTONS OF 7HE STATE OF CALIFORNIA DEPAR7MENT OF TRANSPORTA 77ON
DA TED MA Y 2010, INSOFAR AS THE SAME MA Y APPL Y IN A CCORDANCE W TH THE
NOTES HEREON. IN CASE OF CONFLICT WTH THE STANDARD SPECIFICA TTOINS AND
ANY NOTES HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND
BE USED IN LIEU OF SUCH CONFUC77NC POR77ONS. SAID SPECIFICA 77ONS SHALL
APPLY BUT NOT BE LIMITED TO THE FOLLOWING:
A) ALL CONCRETE SHALL BE CLASS "3p USING TYPE If CEMENT; AS IN
ACCORDANCE WITH SEC77ON 90 AND SHALL HAVE AT LEAST 2500 PSI
Cf�MPRESSI VE STRENGTH AT 28 DAYS, UNLESS OTHERWISE SPECIFIED.
B) ASPHAL 77C CONCRETE SHALL BE TYPE "B'; MEDIUM GRADED, 112** MAXIMUM
AGGREGATE, AND IN77MA TEL Y MIXED WJ' TH 5-7X ASPHALT. NO R.A.P. (RECLAIMED
ASPHAL T PA VEMENT) WILL BE PERMITTED.
11. IN THE EVENT CONSTRUCTION STAKING BASED ON McINTOSH f & ASSOCIATES'
PLANS, DRAWINGS, OR OTHER DOCUMENTS IS PERFORMED BY AND 7HER FIRM,
McINTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM ALL
LIABILITY ARISING FROM 7754E USE OF SAID PLANS, DRA WNNGS, OR OTHER
DOCUMENTS.
12. McINTOSH & ASSOCIA TES SHALL NOT BE RESPONSIBLE OR LIABLE FOR
UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO
7HESE PLANS MUST BE APPROVED, IN WRI 77NG, BY McINTOSH & ASSOCIATES.
13. ALL GRADING SHALL CONFORM TO THE RECOMMENDA 77ONS CONTAINED IN AND
MADE A PART HEREOF 774E PRELIMINARY SOILS REPORTS PREPARED BY SOILS
ENGINEERING, INC., FILE NO. 04 -10998 DATED DECEMBER 8, 2004, AND ALL
ADDENDUMS THERETO. IN CASE OF A CONFLICT BETWEEN 7HE PLANS AND
SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS W?LL TAKE PRECEDENCE.
14. UPON COMPLE71ON OF GRADING AND BEFORE THE START OF CONSTRUCTION,
A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOIL ENGINEER.
15. 774E SOIL ENGINEER SHALL REVIEW ALL EXCA VA TIONS PRIOR TO BACKFILLING
AND SHALL BE N0 77FIED OF ANY ITEM ENCOUNTERED DURING THE GRADING
OPERA TIONS THA T MI GH T AFFEC T FDUNDA TION S TABILI T Y SO RECOMMENDA 77ONS
CAN BE MADE BY THE SOIL ENGINEER.
16. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1.
17. ALL SLOPES GREATER THAN THREE FEET IN VER77CAL HEIGHT SHALL BE
PREPARED AND MAINTAINED TO PREVENT EROSION.
18. IMPORTED FILL MATERIAL SHOULD CONSIST OF ESSEN 77ALL Y GRANULAR, SILTY
SANDS WITH LOW EXPANSION POTENTIAL AND FREE OF GRASSES, WEEDS,
ROCKS LARGER THAN SIX INCHES IN DIAMETER, DEBRIS, AND SOLUBLE
SULFA TES IN EXCESS OF 1000 PARTS PER MILLION. IMPORTED FILL SHOULD
CONTAIN SUFFICIENT SIL T AND CL Y BINDER TO RENDER THEM STABLE IN
F0077NG 7RENCHES AND CAPABLE OF MAINTAINING SPECIFIED ELEVA 77ON
TOLERANCES DURING PAVING OPERATIONS. IMPORTED SOILS SHOULD
ALSO MEET 7HE FOLLOWING CRITERIA.
A) MAXIMUM Y PASSING #200 SIEVE .............................. 50
B) MAXIMUM LIQUID LIMIT ................... ............................... 40
C) MAXIMUM PLASTICITY INDEX ........... .............................14
D) MINIMUM R- VALUE .......................... .............................50
E) MAXIMUM EXPANSION INDEX (PER 2010 CBC). ........... 20 PSF
19. CLEARING AND GRUBBING - REMOVE ALL DEBRIS, SUCH AS METAL, TRASH,
BROKEN CONCRETE, VEGETA 710N, 077 -IER BIODEGRADABLE SUBSTANCES, AND
UNSUITABLE SOIL FROM AREAS TO BE GRADED. UNSUITABLE SOIL IS SOIL THAT,
IN THE OPINION OF THE BUILDING OFFICIAL, SOIL ENGINEER, OR CI V1L ENGINEER,
IS NOT COMPETENT TO SUPPORT OTHER SOIL OR S 7RUC 7URES, OR TO
SA 77SFACTORIL Y PERFORM ANY 07HER FUNCTIONS FOR WHICH THE SOIL IS
INTENDED.
20. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS) SHALL BE SCARIFIED
SIX INCHES, BROUGHT TO NEAR OPTIMUM M0IS771RE, AND UNIFORMLY
COMPACTED TO AT LEAST 9094 OF THE MAXIMUM DENSITY PER AS TM
D1557-78, UNLESS O7HERWSE NOTED.
21. ENGINEERED FILL SHALL BE PLA CED IN LA YERS NO T EXCEEDING EIGH T INCHES
IN UNCOMPACTED THICKNESS BROUGHT TO NEAR THE OP77MUM MOISTURE
CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WM'TH EFFECTIVE
COMPA C 77ON AND SOIL STABILITY AND COMPACTED TO 909' OF 77-IE MAXIMUM
DENSITY PER AS7M D1557 -07, UNLESS SPECIFIED OTHERWISE.
22. QUAN T7 77ES FOR EAR 7H WORK
EXCA VA 77ON AND OVER EXCA VA TION - 0 CU. YD.
EMBANKMENT - 0 CU. YD.
IMPORT - 0 CU. YD. (PREVIOUSLY GRADED)
23. BUILDING PAD PREPARA 77ON - SUBSEQUENT TO STRIPPING, IN FILL AREAS,
THE UPPER 12 INCHES OF MATERIAL BELOW THE EXISTING GRADE SHALL BE
OVEREXCA VA TED. AREAS IN CUT SHALL BE OVEREXCA VA TED TO 12j* BELOW
THE FINISHED PAD GRADE. AFTER REWEW BY 7HE SOILS ENGINEER THE TOP 12
INCHES OF 7HE MATERIAL EXPOSED AT THE BOTTOM OF THE EXCA VA 77ON
SHALL BE SCARIFIED, MOISTURE COND1770NED, AND COMPACTED TO A MINIMUM
OF 90Z OF THE MAXIMUM DRY DENSITY PER AS7M D155Z BUILDING PADS
SHALL THEN BE BROUGHT TO FINISHED GRADE IN ACCORDANCE Wi T H 17EM 21
ABOVE.
24. PA VEMENT PREPARA 77ON - GROUND SURFACES SHOULD BE SCARIFIED TWELVE
INCHES BELOW THE GRADING PLANE IN CUT AREAS OR TWELVE INCHES BELOW
EXISTING GRADE IN AREAS TO RECEIVE FILL. COMPAC77ON IN PROPOSED
PAVEMENT AREAS SHOULD BE A MINIMUM OF 909' OF THE MAXIMUM DRY
DENSITY AS OBTAINED BY ASTW D1557 -07, AND SHOULD EXTEND TO A
MINIMUM DISTANCE OF TWO FEET BEYOND THE OUTSIDE EDGES OF PAVEMENTS.
25. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCA VA 77ON Fl VE (5)
FEET OR DEEPER.
26. SUFFICIENT ACCESS TO THE EXISTING AND ABANDONED WELLS SHALL BE MAINTAINED IN ORDER
FOR THE Dl VISION OF GAS, OILS AND GEOTHERMAL RESOURCES (DI VISION) TO INVESTIGA 7E• 774E
CONDITION OF THE WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDONMENTS ARE
REQUIRED, THE DIVISION SHALL FURNISH THE NECESSARY SPECIFICA RONS TO 774E PROPERTY
OWNER.
27 A T THE IN171AL CONS7RUC710N MEE77NG PRIOR TO GRADING AC77W 77ES, ALL CONS7RUC77ON
WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER.
28. ALL CONSTRUCTION EQUIPMENT SHALL BE TWINED AND MAINTAINED IN ACCORDANCE W TH THE
MANUFAC771RE'S SPECIFICATIONS. THE WORK CREWS SHALL SHUT OFF CONS7RUC770N EQUIPMENT
W4EN NOT IN USE.
29. MONITORING DURING CONSTRUCTION AC77V4N77ES IS NOT RECOMMENDED AT CA -KER -3963,
CA- KER -3967, CA- KER -3968, CA- KER -3969. IF HOtVER, UNRECORDED CUL 7URAL REMAINS
ARE UNEARTHED DURING CONS7RUC770N, WORK SHALL HALT IN THE AREA UN77L A QUALIFIED
ARCHAEOLOGIST CAN ASSESS THE FINDS.
3O. IF ARCHAEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCA VA 77ON
AND GRADING AC77W7ES ON THE PROJECT SITE, THE CON7RACTORIDEVELOPER SHALL STOP ALL
WORK AND SHALL RETAIN A QUALIFIED ARCHAEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE
FIND AND APPROPRIA 7E COURSE OF ACTION. SALVAGE OPERA 77ON REQUIREMENTS IN APPENDIX K
OF 714E CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) GUIDELINES SHALL BE FOLLOWED AND
THE 77?EA 7UENT OF DISCOVERED NA 77VE AMERICAN REMAINS SHALL COMPLY W17H STATE CODE
REGULATIONS OF THE NA 77VE AMERICAN HERITAGE COMMISSION.
31. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TIME ON ANY PORTION OF 774E PROJECT SITE,
WORK SHALL HALT AND THE KERN COUNTY CORONER SHALL BE NOTIFIED 1MMEDIA TEL Y (SECTION
7050.5 OF THE HEAL 7H AND SAFETY CODE). IN 7HE ABSENCE OF AN ARCHAEOLOGICAL MONITOR,
A QUALIFIED ARCHAEOLOGIST AND 714E LOCAL NA 71VE AMERICAN COMMUNITY, SHALL BE NOTIFIED.
32. PRIOR TO ISSUANCE OF BUILDING PERMITS, ALL OIL CONTAMINATED SOIL SHALL BE REMEDIA TED
TO THE SA 77SFACTION OF 714E LOCAL UNIFIED PROGRAM AGENCY (THE OFFICE OF ENVIRONMENTAL
SERVICES - BAKERSFIELD CITY FIRE DEPARTMENT) IN CONJJNC77ON W1 TH THE STA 7T' REGIONAL
WA TER QUALITY CONTROL BOARD AND /OR THE CALIFORNIA DEPARTMENT OF TOXIC SUBSTANCES
CONTROL.
33. PRIOR TO S17E GRADING, SUBDIVIDER SHALL HAVE A PRECONS 7RUC770N SURVEY CONDUCTED TO
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 NO T IFICA 77ON
REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS.
34. PRIOR THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SU84'CT TO THE MIGRA TORY BIRD
7REA TY ACT. INCLUDING THE SWANSON HAW DURING THE RAPTOR NES77NG SEASON (FEBRUARY
THROUGH SEPTEMBER). IF CONSTRUCTION IS TO OCCUR DURING RAPTOR NES77NGIBREEDING
SEASON (FEBRUARY 77-IROUGH SEPTEMBER) NO CONSTRUCTION AC77VI7Y SHALL TAKE PLACE WITHIN
500 FEET OF A AC77VE NEST. 7REES TO BE REMOVED THAT CONTAIN NESTS SHALL BE REMOVED
ONLY DURING NON - BREEDING SEASON (OCTOBER THROUGH JANUARY)
35. THE PRESENCE OF ANY PREVIOUSLY UNIDEN7IFIED PROTECTED SPECIES WHICH ARE NOT
ADDRESSED IN 7HE MBHCP, INCLUDING THOSE PROTECTED UNDER 7HE FEDERAL MIGRATORY BIRD
TREATY ACT, SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR? TO
CONSTRUCTION. 744E FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPARTMENT OF FISH
& GAME (CDFG) SHOULD BE N077FIED OF PREVIOUSLY UNREPORDED PROTECTED SPECIES. ANY
UNAN 77CIPA TED TAKE OF PRO 7EC TED WILDLIFE SHALL BE REPOR TED IMMEDIA TEL Y TO 7HE CDFG
AND USFWS.
36. THE CONTRACTOR SHALL COMPLY WI774 SAN JOAQUIN VALLEY AIR POLLU77ON CONTROL DISTRICT
(SJVAPCD) REGULA 77ON Vfll, DUST CONTIR'OL MEASURES TO ENSURE COMPLIANCE SPECIFICALL Y DURING
GRADING AND CONS77?UC170N PHASES. THE MI77GA 77ON MEASURES TO BE TAKEN ARE AS FOLLOWS:
A. WATER EXPOSED SURFACES (SOIL) THREE TIMES /DA Y.
B. WA 7ER ALL HAUL ROADS AT A MINIMUM OF 7HREE 7IMES PER DAYY,
C. REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER HOUR.
D. STABILIZE ALL DISTURBED AREAS, INCLUDING STORAGE PILES, W -11CH ARE NOT BEING AC71 VEL Y
U77LIZED FOR CONSTRUCTION PURPOSES USING WA TER OR BY COVERING W+YI714 A TRAP, 0774ER
SUITABLE COVER OR WGETA 77VE GROUND COVER.
E. CONTROL FUG177VE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION,
LEVELING, GRADING, OR CUT & FILL OPERA TIONS W!'TH APPLICA 77ON OF WATER OR BY
PRESOAKING.
F. WHEN 7RANSPOR 77NG MATERIALS OFFSITE., MAINTAIN A FREEBOARD LIMIT OF AT LEAST SIX
INCHES AND COVER OR EFFEC77VEL Y WET TO LIMIT VISIBLE DUST EMISSIONS.
G. LIMIT AND REMOVE THE ACCUMULATION OF MUD AND /OR DIRT FROM ADJACENT PUBLIC
ROADWAYS AT THE END OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHES IS PROHIBI7ED
EXCEPT WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT WSIBLE DUST
EMISSIONS AND USE OF BL O WERS IS EXPRESSLY FORBIDDEN).
H. STABILIZE 714E SURFACE OF STORAGE PILES FOLLOWING THE ADD17ION OR REMOVAL OF
MATERIALS USING WA 7ER.
I. REMOVE TRACKOUT 014EN IT EXTENDS 50 OR MORE FEET FROM THE SITE AT THE END OF EACH
WORKDA Y
J. CEASE GRADING AC77W 77ES 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 MA 7ERIALS.
37. THE CONTRACTOR SHALL COMPLY WNTH THE GUIDE FOR ASSESSING AND M177GA77NG AIR QUALITY
IMPACTS (GAMAQI), JANUARY 10, 2002 REVISION, GUIDANCE DOCUMENT W 41CH LISTS 7HE
FOLLOWING MEASURES AS APPROVED AND RECOMMENDED FOR CONS 7RUC77ON AC77W 77ES W1714IN
THE SAN JOAQUIN VALLEY AS FOLLOWS:
A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS.
B. SHUT DOWN EQUIPMENT WYEN NOT IN USE FOR EXTENDED PERIODS OF TIME.
C. USE ELECTRIC EQUIPMENT FOR CONS7RUC710N WHENEVER POSSIBLE IN LIEU OF DIESEL
OR GASOLINE POWERED EQUIPMENT.
D. CURTAIL USE OF HIGH- EMITTING CONSTRUCT ION EQUIPMENT DURING PERIODS OF HIGH OR
EXCESSIVE AMBIENT POLLUTANT CONCEN7RA T1ONS SUCH AS "SPARE-7HE-AIR" DAYS AS
DECLARED BY THE SJVAPCD.
E. ENCOURAGE CONS7JRUCTINON EMPLOYEES TO CARPOOL OR USE SHUTTLE TO RETAIL
ESTABLISHMENTS AT LUNCH.
38. SURFACE DRAINAGE TO BE ONE (1 X) PERCENT MINIMUM, EXCEPT AS WAIVED BY 7HE BUILDING OFFICIAL.
39. IF THE PROJECT IS SUBJECT TO 774E PROVISIONS OF 774E NA 77ONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM (NPDES), A "NOTICE OF IN7ENT" (NOW) TO COMPLY W774 THE TERMS OF THE GENERAL PERMIT TO
DISCHARGE STORM WA 7ER ASSOCIATED W 7H CONS7RUC770N AC77Vl7Y (WO ORDER NO. 92-08-D *V) MUST BE
FILED 107H STATE E WA TER RESOURCES CONTROL BOARD IN SA CRAMEN 7 0 BEFORE T HE BEGINNING OF ANY
CONSTRUCTION AC77V4TY. COMPLIANCE W TH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLU77ON
PREVEN 7701V PLAN (SWPPP) BE PREPARED, COIV 77NUOUSL Y CARRIED OUT, AND ALWAYS BE AVAILABLE FOR
PUBLIC INSPEC77ON DURING NORMAL CONS7RUC770N HOURS.
40. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS
DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXIS77NG ACCEP7E•D STREET RIGHT OF WAY. UNLESS
SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ES77MA 7F FOR
774E WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED
PRIOR TO ISSUANCE OF A PERMIT.
41. DUST CONTROL
CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJ50T FROM THE
DEVELOPER, AND SHALL KEEP A COPY ON S17E AT ALL TIMES. FOR THE DURA 7701V OF CON7lRACTOR'S
OCCUPANCY OF THE S17E, CON TRACTOR IS REQUIRED TO COMPLY WITH THE PROWSIONS OF SAID PLAN.
42. STORM WATER POLLUTION PREVEN7701V
CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLU71ON PREVENTION PLAN (SNPPP) FOR
THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE
DURA 77ON OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR 1S REQUIRED TO COMPLY WITH THE
PRO WSIONS OF SAID PLAN.
43. LANDSCAPE AREAS ARE TO BE GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE
SIDEWALK FOR THOSE AREAS OVER 2Z
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Walii f �.' Yma 3 » boYwU E rM1fali'. � D eommos � nMe sfISC !i mom � =wm � &maw i t f
mill L�
40100 all=
CROSS VALLEY CANAL
Mmwmmmmmw� mom .wmm"I
KEY MAP
SCALE: 1": 20C
VLKV UKA 1 tU
PIPE
W
0
V)
I-
w
W
V)
ll
F
_Z
0
LL_
INLET WITH 3"
DRAIN GRATE
3" SMOOTH WALL
PVC PIPE--.,
FINISH
GRADE
PVC MITERED
DRAIN OUTLET
DETAIL '8* NO SCALE
NOTE:
ALL HOMES TO BE CONSTRUCTED
WITH SUBSURFACE LOT DRAINAGE
SYSTEM AS SHOWN. SYSTEM SHALL
BE INSPECTED BY CITY OF BAKERSFIELD
BUILDING DEPARTMENT.
PVC MITERED DRAIN
OUTLET -SEE DETAIL "B"
TYPICAL FINISH LOT GRADING
AND DRAIN CONFIGURATION
NO SCALE
BENCH MARK:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
CENTERLINE INTERSECTION OF SOUTH RENFRO ROAD
AND CULI ACAN AVENUE, REPLACED IN EARLY 2007.
ELEVATION = 355.26 (USGS) PER TRACT 8448 UNITS 1 -4
LEGAL DESCRIPTION-10
PARCEL A OF PARCEL MAP WAIVER NO. 22 -92 AS EVIDENCED BY
CERTIFICATE OF COMPLIANCE RECORDED JUNE 28, 1993 IN BOOK 8888,
PG. 1548 O.R. IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO
BEING A PORTION OF SECTION 3, T30S., R26E., M.D.M.
PROJECT AREA: 6.20 AC.
NUMBER OF LOTS:
UNIT 10
29 LOTS
SHEET
INDEX:
SHEET 1
COVER PAGE /NOTES
SHEET 2
GRADING PLAN
SHEET 3
CROSS SECTIONS
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 MATER SURFACE FG FINISH GRADE
BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE
FP. 100.00
PROPOSED PAD ELEV.
x
ASBUILT PAD ELEV.
�5 61
PROPOSED GUTTER FLOWLINE ELEV.
r 366.50 TC
EXIST. TOP OF CURB ELEV.
364.30 FL
EXIST. GUTTER FLOWLINE ELEV.
7
PROPOSED LANDSCAPE ELEV.
a315x
DIRECTION AND PERCENT OF
SLOPE FOR DRAINAGE
CURB AND GUTTER
---------------------------------
PARKING AREA FLOWLINE
EXIST. CURB AND GUTTER
- -
CENTERLINE OF STREET
-r- - - - - - -
PROPERTY LINE /RIGHT -OE -WAY
- --
PAD COMPACTION LIMITS
STORM DRAIN
- -�� - -w
TYPE 'oA" CATCH BASIN
WITH 3.5' WIDE OPENING
UNLESS OTHERWISE NOTED
EXIST. STORM DRAIN
■�■■ ■ ■ ■■■i ■ ■ ■■■�
TRACT BOUNDARY
LIMITS OF GRADING OUTSIDE
OF THE TRACT BOUNDARY
C4I1: TOLL FIRE
- - -�" -
SECTION UNE
1400 =
AT LEAST TW DAYS
ors om INC
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
G.P. N0. B13- 40000084
C-q Lij
o-)o
7' ry
< 0
0
n
00
0 N
St U
C)
Dfoo" LL_ LLj
Ldl
L > 0 0
u < LLJ <
CL
n c) 00
< (0
Lj-- 00
(.0
ry
Ld U v
Oo
0 0
r- ry rn
< w
n n
11011- 85'
I f I
I f
III 8
Fw I�P E U 0
T R. NT
9
7.05!
5,00 N00*55 9 21
S89V4!39*E 170,00' 15521'*W
01- 1. 109W!3V
Z2-1 El 110,00"
GRADING
PAD LINES
FP. I 35M 351. . 7
101 85
rE
362,1 361.7 GRADING
PAD LINES
ui
Z:
W
> V) I�
ui
J � Q
>
U.
VSF
IN 01110MINE
f i ��
*04 39
174.00
X1.7
10"1 85
f 351.8 3
�P"35l.8 �,;ln y
CNO
GRADING f EX. STORM DRAIN EASEMEN T
PAD LINES PAR D 0 C . NO. 02060011828,')
x5si_7
Ig;m
x�
2 2
X. STORM DRAIN EAS ESE Nf
TC TOP OF CONCRETE
_ER O. N. 0206001828�_-
-P
< ,
DATED 01/04/2006, O.R,
CL CENTERLINE
4-
ELEV ELEVATION
85'
DWS DESIGN WATER SURFACE FG FINISH GRADE
21,09'
FP. 100. 00
NOOW 21 El
K
p
$89V4!39*E 110,019
_
Lo
co
366.50 TD
F3_m31
64�OFI
�_j �
4mm
x
24
FP 3523
0.315Z
N
SLOPE FOR DRAINAGE
FP, 3522
x
fP. 3520
FP. 3525
o
0� �
AST. CURB AND GUTTER
362.7
PROPERTY LINE/RIGHT-OF-WAY
k
f 352.8 f
4F
2
K
FP. 352+
_ _LJ B
V3
7
FP Jp* 7
35,
van*
GRADING
PAD LINES
fP. J52, 9
�.� 23
022
;V.1r.S4f_ 7
11011- 85'
I f I
I f
III 8
Fw I�P E U 0
T R. NT
9
7.05!
5,00 N00*55 9 21
S89V4!39*E 170,00' 15521'*W
01- 1. 109W!3V
Z2-1 El 110,00"
GRADING
PAD LINES
FP. I 35M 351. . 7
101 85
rE
362,1 361.7 GRADING
PAD LINES
ui
Z:
W
> V) I�
ui
J � Q
>
U.
VSF
IN 01110MINE
f i ��
*04 39
174.00
X1.7
10"1 85
f 351.8 3
�P"35l.8 �,;ln y
CNO
GRADING f EX. STORM DRAIN EASEMEN T
PAD LINES PAR D 0 C . NO. 02060011828,')
x5si_7
Ig;m
3
\v
FL
3522..
21
8
1 FL
FL F
A 7Z
- 570�-
17 7
LESEdR
ABBREVIATIONS
x�
2 2
2 OTE .1352A.
CONEFL WER DIVE
TC TOP OF CONCRETE
OE OVER-EXCAVATION
< ,
FF FINISH FLOOR
CL CENTERLINE
352.01
ELEV ELEVATION
GB GRADE BREAK
DWS DESIGN WATER SURFACE FG FINISH GRADE
BVC BEGIN VERTICAL CURVE EVIC END VERTICAL CURVE
FP. 100. 00
(PRIVATE STREET)
K
-
4kv
_
Lo
co
366.50 TD
•
64�OFI
�_j �
18'
x
24
2o
0.315Z
352.0 Jx352.0
2 26 o
SLOPE FOR DRAINAGE
FP, 3522
fP 3522
fP. 3520
fP 352.0 FP .'l520 fP, 3520
o
0� �
AST. CURB AND GUTTER
CENTERLINE OF STREET
PROPERTY LINE/RIGHT-OF-WAY
F-
301 30 0
I
4F
2
K
ui
WITH 3.5* WIDE OPENING
UNLESS OTHERWISE NOTED
Q_
<
van*
Z
(� J
�.� 23
022
;V.1r.S4f_ 7
��� Lo
-
00
2 19 K18/,K--,N
3
�� 1
3
\v
FL
3522..
21
8
1 FL
FL F
A 7Z
- 570�-
17 7
LESEdR
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
BVC BEGIN VERTICAL CURVE EVIC END VERTICAL CURVE
FP. 100. 00
PROPOSED PAD ELEV.
K
ASBUILT PAD ELEV.
*J9L1_a_
PROPOSED GUTTER FLOWLINE ELEV.
366.50 TD
EXIST. TOP OF CURB ELEV.
64�OFI
�_j �
EXIST. GUTTER FLOWLINE ELEV.
3658. 70 LS
PROPOSED LANDSCAPE ELEV.
0.315Z
DIRECTION AND PERCENT OF
SLOPE FOR DRAINAGE
CURB AND C�JTTER
---------------------------------
PARKING AREA FLOWLINE
AST. CURB AND GUTTER
CENTERLINE OF STREET
PROPERTY LINE/RIGHT-OF-WAY
PAD COMPACTION LIMITS
STORM DRAIN
TYPE *A* CATCH BASIN
WITH 3.5* WIDE OPENING
UNLESS OTHERWISE NOTED
v rr %xw'Z EXIST. Zi I VKM DRAIN
85 10 MINNON ■ ■ NNNINE ■ ■ 010000 TRACT BOUNDARY
SEE
353.1
Ick NO GR DING PAD LI ES
LIMITS OF GRADING OUTSIDE
U �,� UNft TRE 2
x l
OF THE TRACT BOUNDARY
po
0 0wwL=%31,42 SECTION LINE
T.
21) 1W
V
I x363,3
0.25%
• 6 - 5"
co
0.25
L v
� #U FZ
4 �O
_p/
NOTES:
bo
Q CcwTmJCTnAm
..2 5 7o
0 Jai
_14k k
,25% 35 .5 J5
331 FL
53, EXISTING 18w DRAIN/STORM DRAIN MANHOLE TO REMAIN.
Wo' ------------------ NEW CATCH BASIN TO BE INSTALLED WITH
CL 2
HECKERBLOQM--DRI STREET IMPROVEMENT.
Ld S
xi 1 ----(PRIVATE STREET)-
C4 j .c �, 364.1 364.0 x iD 04 '*
fp. 35a 0 f ,� c, f z � '�
�Ca► � f 0 GRADING PAD LINES
Ix
EWA- x 21 2
LIJ 00
a- 13 14 15 16 H 6
a < 0 p 9 132�133 1 14 15 16 f ,
f P. 363.4 V)
12 1 M. A18 n� M. %9 fp. &00 1 Z: C014
Lo
f P. 3528 3 w • 3 11 12 363.4 ppp'
7
N89V4!39*W 170.01
,+., . � 363 � 354. 3514.1 �
u3503 N8979 48 3 . 71 a IS g mwm m
352.5 - U x
4 is n
�
m m -
1w m
>
3
o
FP� .352.4
cn
co =4 Q �] 362.4 � 3x2.8 g � I � � � I � W
=4 < x
x
C5
0 XFP 352 0 1
< - � _
.3.52.4 � ._ ; , c r, 4
)(F-P J52. 0
%J� XFP 352. 2 XFP J52� 4 k*FP 152.6
- - w
< 86448
X
y I (L
<
� to c (PRIVATE STREET I c �, � � � � , x € � � � � � J �
Jc3M3 352-51 x 352.6
BE CH
TE VE <
ASTE
< >
Ft
L.73 I
> 34
J50.102
... ......
8
-9 0.6170 A7 -Idl
X f _P 3,52 0
0..25% 088%
-3 - -------
v\1 14
0 oc
5u.
G
0. 1 FL
3 5 2
4 78 r-L
2.
35 0.25% 04 Fl�
2 5 _17a Is
0.25% _�cz 9
_�5 5 --L
-91 �;� 352.88'° 5' %
x.... ....... .
jr2.
A
x
1 1 31 1 1 1
ikj
N.E. COR. OF SEC. 3, 30/26
KERN COUNTY SURVEYORS 'S
CONC. MON. MARKED FOR CORNER
"REPLACED NOVEMBER 1961"
Co 2
C%
w PER TR. 6448-UNIT 91
cc; Lo m M4'B- 599 PGS. 145-146.
coLo Lo U_
*
CN o
C>
uj
V) U)
V)
CN
m
Lo
C)
C)
SOUTHERLY LINE OF SCALE.- 1 5 0'
TRACT 6448 UNIT 11 50 25 0 50. 100
AND UNIT 12 Q eq
C:)^
Lo p
N89'600'30'*W C)
C) 2" I.P. W/ HUB AND PENNY
1311.55' BRASS TAG MARKED IS 4383"
PER TRACT NO. 6448-12v
M.B. 59, PGS. 171-172.
�� i
<
X' z 0
<
nib
10
DIG AI..�E�RT
C411: TOLL HEE
I- �Sa0 -22't -?.600
AT LEAST M DAYS
w1111 111
w-v Qw YOU (XG
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
G.P. NO-. B13-40000084
1, 7- l�yyy ID