HomeMy WebLinkAbout1.7-7166 Ph 4 AsbuiltsGRADING NO 7ES
1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES
AND STANDARDS PERTAINING THERETO (2010 CALIFORNIA BUILDING CODE,
APPENDIX J) AND SHALL BE SUPERVISED AS ENGINEERED GRADING IN
WITH CITY OF BAKERSFIELD ORDINANCES.
2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY
CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE
Wi TH THE PLANS, SPECIFICATIONS AND CODE WI THIN HIS PURVIEW
J. THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL
SHALL BE NOTIFIED 24 HOURS PRIOR TO PLACING ANY MATERIAL.
4. 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 ALL
PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
CON 77NUOUSL Y AND NOT BE LIMI TED TO NORMAL WORKING HOURS; AND
7HA T THE CONTRACTOR SHALL DEFEND, INDEMNIFY. AND HOLD THE
OWNER, ARCHITECT AND THE ENGINEER HARMLESS FROM ANY
LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEP 77NG FOR LIABILITY
Y
ARISING FROM THE SOLE NEGLIGENCE OF Tf fE OWNER, ARCHITECT OR
7HE ENGINEER.
5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH
UNDERGROUND FA CILI TIES PRIOR TO BEGINNING CONS MUC 77ON AND
VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILI77ES,
INCLUDING TELEPHONE, ELECTRIC, WA TER, SEWER, OIL AND GAS
LINES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED
LINES NOT INDICA TED ON THE PLAN OR FOR INFORMATION OBTAINED
FROM OUTSIDE SOURCES. (USA 1 -800- 227 -2600)
6. THE fE GRADING CON TRA C TOR SHALL BE RESPONSIBLE FOR GRADING ALL
AREAS TO + OR- 0.10 FOOT. IF AN AREA SHOULD BE FOUND TO BE
MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPAC77NG AND
ACCEPTANCE OF GRADING, THE CON77?ACTOR SHALL RETURN AND
CORRECT THE GRADING AT NO COST TO THE OWNER.
7 THE GRADING CON7RACTOR SHALL WA 7'ER AS REQUIRED DURING THE
GRADING OPERA 77ONS TO PREVENT THE OCCURRENCE OF A DUST
NUISANCE AND SHALL PROTECT CURBS AND OTHER OBJECTS WHICH ARE
TO REMAIN.
& EXCA VA TION - EXCA VA TION SHALL CONSIST OF ALL EXCA VA 77ON
INVOLVED IN GRADING THE PROJECT AS SHOWN ON THE PLANS, EXCEPT
ANY EXCA VA 77ON SEPARA TEL Y DESIGNA TED AND PAID FOR AS A
SEPARA 7E- ITEM.
9. EMBANKMENTS - EMBANKMENT C0NS7RUC710N SHALL CONSIST OF
CONS T RUC T ING LOT EMBANKMENTS, INCLUDING TIME PREPARATION OF
AREAS FOR WHICH THEY ARE TO BE PLACED, THE CONSTRUC7ON OF
DIKES WI THIN OR OUTSIDE THE CONS 7RUC 710N AREA, THE PLACING
AND COMPA C 77NG OF APPROVED MATERIAL Wf THIN THE CONS7RUC T 10N
AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND 77-IE
PLACING AND COMPACTING OF EMBANKMENT MA 7ERIAL IN HOLES, FOR
THE CONS ]RUC 77ON EMBANKMENTS, PREPARING SUB-GRADE AT THE
GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE, DOING
NECESSARY PLOWING OR BENCHING., IMPOR77NG OR BORROW PLACING
AND COMPACTING MA 7ERIAL TO THE LINE AND GRADES SHOWN ON THE
PLANS AND AS DIRECTED BY 7HE ENGINEER SHALL BE CONSIDERED AS
INCLUDED IN THE CON7RACT PRICE PAID PER CUBIC YARD FOR
EXCA VA 770N, AND NO ADDITIONAL COMPENSA 77ON WILL BE ALLOWED
FOR SUCH WORK
10. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE W77-1 THE
STANDARD SPECIFICA 77ONS OF THE STATE OF CALIFORNIA DEPARTMENT
OF 7RANSPOR TA 77ON DA 7ED MAY, 2010, INSOFAR AS THE SAME MAY
APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF
CONFLICT WITH THE STANDARD SPECIFICA 710NS AND ANY NOTES
HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE
USED IN LIEU OF SUCH CONFLI C 77NG POR 71ONS. SAID SPECIFA C 77ONS
.SHALL APPLY BUT NOT BE LIMI TED TO TIME FOLLOWING.
A) ALL CONCRETE SHALL BE CLASS "3" USING TYPE II CEMENT, AS IN
ACCORDANCE WITH SEC77ON 90 AND SHALL HAVE AT LEAST 2500 PSI
COMPRESSI VE S7RENGTH A T 28 DA YS, UNLESS OTHERWISE SPECIFIED.
B) ASPHAL 77C CONCRETE SHALL BE TYPE "B" MEDIUM GRADED,
112" MAXIMUM A GGREGA 7E, AND IN 77MA TEL Y MIXED Wi 7H 5- 730
ASPHALT. NO R.A.P. (RECLAIMED ASPHALT PAVEMENT) W?LL
BE PERMI TTED.
11. IN THE EVENT C0NS7RUC770N 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,
12. McINTOSH & ASSOCIATES 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 & ASSOCIA 7FS.
13. ALL GRADING SHALL CONFORM TO THE RECOMMENDA 77ONS CONTAINED
IN AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORT
PREPARED BY SOILS ENGINEERING, INC., FILE NO. 06 -11695 DATED
APRIL 21, 2006, AND A LETTER DA TED JULY 24, 2009 REAFFIRMING
SAID SOILS REPORT AS ADDENDUMS THERETO. IN CASE OF
A CONFLICT BETWEEN 77-IE PLANS AND SPECIFICATIONS, THE MORE
S 7RINGEN T REQUIREMENTS WILL TAKE PRECEDENCE.
14. UPON COMPLE77ON OF GRADING AND BEFORE 7HE START OF
C0NS7RUC770N, A FINAL SOILS REPORT SHALL BE PREPARED
BY THE SOIL ENGINEER.
15. THE SOIL ENGINEER SHALL REVIEW ALL EXCA VA ]IONS PRIOR TO
BACKFILLING AND SHALL BE N077FIED OF ANY ITEM ENCOUNTERED
DURING THE GRADING OPERA TOONS l HA T M1 GH T AFFECT FOUNDA TION
STABILITY SO RECOMMENDA 77ONS CAN BE MADE BY 7HE SOIL
ENGINEER.
16. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1.
17. ALL SLOPES GREATER 77 AN 77VREE FEET IN VER77CAL HEIGHT SHALL
BE PREPARED AND MAINTAINED TO PREVENT EROSION.
18. IMPORTED FILL MA TERIAL SHOULD CONSIST OF ESSEN TIALL Y
GRANULAR, SILTY SANDS WTH LOW EXPANSION P07ENTIAL AND FREE
OF GRASSES, WEEDS, ROCKS LARGER THAN SIX INCHES IN DIAMETER,
DEBRIS, AND SOLUBLE SULFATES IN EXCESS OF 1000 PARTS PER
MILLION. IMPORTED FILL SHOULD CONTAIN SUFFICIENT SILT AND
CLAY BINDER TO RENDER THEM STABLE IN F0077NG TRENCHES AND
CAPABLE OF MAINTAINING SPECIFIED ELEVA 770N TOLERANCES DURING
PAVING OPERA TONS. IMPORTED SOILS SHOULD ALSO MEET THE
FOLL O WING CRI TERIA.
A) MAXIMUM X PASSING f2OO SIEVE . .............................50
B) MAXIMUM LIQUID LIMIT 40
................... ...............................
C) MAXIMUM PLAS77CI TY INDEX ........... .............................14
D) MINIMUM R- VALUE ...................... 5D
E) MAXIMUM EXPANSION INDEX (PER 2010 CBC) ............20 PSF
19. CLEARING AND GRUBBING - REMOVE ALL DEBRIS, SUCH AS METAL,
TRASH, BROKEN CONCRETE, VELETA 710N, 077 -IER BIODEGRADABLE
SUBSTANCES, AND UNSUITABLE SOIL FROM AREAS TO BE GRADED.
UNSUITABLE SOIL IS SOIL 77VA T, IN THE OPINION OF 77-IE
BUILDING OFFICIAL, SOIL ENGINEER, OR CIVIL ENGINEER, IS NO T
COMPETENT TO SUPPORT 0 714ER SOIL OR STRUCTURES, OR TO
SA 77SFACTORIL Y PERFORM ANY 0 714E FUNC77ONS FOR WHICH THE
SOIL IS INTENDED. SI7E STRIPPING SHALL EX7END TO A MINIMUM
DEPTH OF 2 TO 4 INCHES, OR UNTIL ALL ORGANICS IN EXCESS OF
3Y BY VOLUME ARE REMOVED.
20. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS) SHALL BE SCARIFIED
SIX INCHES, BROUGHT TO NEAR OPTIMUM MOISTURE, AND UNIFORMLY
COMPACTED TO AT LEAST 90Z OF THE MAXIMUM DENSITY PER ASTM
D1557-78.. UNLESS OTHERWISE NOTED.
21. ENGINEERED FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX
INCHES IN UNCOMPA C TED THICKNESS BROUGHT TO NEAR 774E OP 71MUM
MOISTURE CON T N T OR TO A MOISTURE CON 7EN T COMMENSURATE Wi TH
EFFECTIVE COMPACTION AND SOIL STABILITY AND COMPACTED TO 90%'
OF THE MAXIMUM DENSITY PER A S TM D1557-07.. UNLESS SPECIFIED
OTHERWISE.
22. QUANTITIES FOR EAR774WORK
CUT - 483 CU. YD.
FILL - 1340 CU. YD.
QUAN TI TIES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES
NO WARRANTY OF 77-IE AN 77CIPA 7ED SHRINKAGE FACTOR. IN CASE OF
EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT THE ENGINEER
SO 7HA T ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SHALL NOT
USE THESE QUANT177ES TO BASE HIS BID ON.
LEGEND
i RRRf l N i 'f7 A► f
23. BUILDING PAD PREPARA 77ON - SUBSEQUENT TO STRIPPING, IN FILL AREAS,
. UNCOVERED, THE SUBDI WDER SHALL STOP WORK AND OBTAIN A QUALIFIED ARCHAEOLOGIST
FOR FURTHER STUDY. SUBDIVIDER SHALL NOTIFY TIE PROPER AU77-IORI IES AND BE SUBJECT EXIST. CURB AND GUTTER
TO ANY M177GA 77ON MEASURES REQUIRED OF THE ARCHAEOLOGIST.
- - - CENTERLINE OF STREET NACEN= m"
29. ALL DfS7URBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING AC77VELY U77LIZED FOR NO SCALE
CONSTRUCTION PURPOSES, SHALL BE EFFEC77VEL Y STABILIZED OF DUST EMISSIONS USING WA TER, PROPERTY LINE / RIGHT-OF-WAY
CHEMICAL STABILIZER /SUPPRESSANT COVERED W!'TH A TARP OR OTHER SUITABLE COVER, OR
VEGETATIVE GROUND COVER. - PAD COMPACTION LIMITS
30. ALL ONS/TE UNPAVED ROADS AND OFFS /TE UNPAVED ACCESS ROADS SHALL BE EFFECl1VEt Y
THE UPPER 12 INCHES OF MATERIAL BELOW THE EXISTING GRADE SHALL BE
BW BACK OF SIDEWALK
TP TOP OF PAVEMENT
ACRES
OVEREXCA VA TED. AREAS IN CUT SHALL BE OVEREXCA VA TED TO 12" BELOW
EP EDGE OF PAVEMENT
TG TOP OF GRATE
EXISTING PARKING
THE FINISHED PAD GRADE. AREAS WHERE CUT EXCEEDS 36" BELOW EX.
TC TOP OF CONCRETE
OE OVER - EXCAVATION
TRACT 7166 AREA:
GROUND, COMPACTION OF NEAR SURFACE SOILS NEED NOT TO EXCEED 12"
FL FLOWLINE
FF FINISH FLOOR
+ it 17
AFTER REVIEW BY THE SOILS ENGINEER THE TOP 12 INCHES OF THE
c .�.
_j
AND DEMOLt TlCNV ACTIVITIES SHALL BE EFFECTIVELY CONTROLLED OF FtIGITlVE DUST EMISSIONS
MA TERIAL EXPOSED AT THE BOTTOM OF THE EXCA VA 77ON SHALL BE
CL CENTERLINE
FC FINISH CONCRETE
Ce
SCARIFIED, MOISTURE CONDI770NED, AND COMPACTED TO A MINIMUM OF 90Z
ELEV ELEVATION
GB GRADE BREAK
Illli�l
OF THE MAXIMUM DRY DENSITY PER ASTM D 1557. BUILDING PADS SHALL
DWS DESIGN WATER SURFACE FG FINISH GRADE
-r
THEN BE BROUGHT TO FINISHED GRADE IN ACCORDANCE W714 1 TEM 21.
IAE'TTED TO LIMIT 1/lSIBlE DUST EMISSIONS., AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM � � � � � '
PHASE LINE
BVC BEGIN VER11CAL CURVE EVC END VERTICAL CURVE
24.
PAVEMENT PREPARATION - GROUND SURFACES SHOULD BE SCARIFIED
NO* OF LOTS PER
TWELVE INCHES BELOW THE GRADING PLANE IN CUT AREAS OR TWELVE
EXISTING GROUND CONTOUR
ACT BOUNDARY
INCHES BELOW EXIS77NG GRADE IN AREAS TO RECEIVE FILL. COMPACTON
35
ADJACENT PUBLIC STREETS AT THE END OF EACH WORKDAY. � � � � � � � � � � � � � � � � �
LIMITS OF GRADING OUTSIDE
IN PROPOSED PA VEMENT AREAS SHOULD BE A MINIMUM OF 95% OF THE
1 +��
PROPOSED PAD ELEV.
PROHIBITED �S E t �rnNG TO L!MlT �
V� EDUSEMISSIONS. USE OF BLOWER D OR EXPRESSLY FORBIDDEN.)
A
MAXIMUM DRY DENSITY AS OBTAINED BY ASTM TEST METHOD D1557 -78,
x ,,1
ASBUILT PAD ELEV.
- - - -
34. FCILLOW/NG THE ADD /77ON OF MATERIALS TD. OR REMOVAL OF MATERIALS FROM, THE SURFACE OF
METHOD A, IN THE TOP 8 INCHES OF SUBGRADE AND SHOULD EXTEND TO
4.65 AC.
A MINIMUM DISTANCE OF TWO FEET BEYOND THE OUTSIDE EDGES OF
PA VEMEN TS.
36 .61 �
PROPOSED GUTTER FLONJNE ELEV.
25.
AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR
s
EXIST. TOP OF CURB ELEV.
EXCA VA 77ON FIVE (5) FEET OR DEEPER.
26.
AT THE INITIAL CONSTRUCTION MEE77NG PRIOR TO GRADING ACTT W 77ES, ALL
.
EXIST. GUTTER FLOWLINE ELEV.
CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER.
7 LS
PROPOSED LANDSCAPE ELEV.
27.
ALL CONSTRUCTION EQUIPMENT SHALL BE TUNED AND MAINTAINED IN ACCORDANCE WITH
THE MANUFACTURE'S SPECIFICATIONS. THE WORK CREWS ,SHALL SHUT OFF CONS 7RUC770N
Q.315x
DIRECTION AND PERCENT OF SLOPE
EQUIPMENT WHEN NOT IN USE.
FOR DRAINAGE
28
IF DURING CONS IRUC 71ON A C 77 W 77ES OR GROUND DISTURBANCE CUL 7URAL RESOURCES ARE
CURB AND GUTTER
. UNCOVERED, THE SUBDI WDER SHALL STOP WORK AND OBTAIN A QUALIFIED ARCHAEOLOGIST
FOR FURTHER STUDY. SUBDIVIDER SHALL NOTIFY TIE PROPER AU77-IORI IES AND BE SUBJECT EXIST. CURB AND GUTTER
TO ANY M177GA 77ON MEASURES REQUIRED OF THE ARCHAEOLOGIST.
- - - CENTERLINE OF STREET NACEN= m"
29. ALL DfS7URBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING AC77VELY U77LIZED FOR NO SCALE
CONSTRUCTION PURPOSES, SHALL BE EFFEC77VEL Y STABILIZED OF DUST EMISSIONS USING WA TER, PROPERTY LINE / RIGHT-OF-WAY
CHEMICAL STABILIZER /SUPPRESSANT COVERED W!'TH A TARP OR OTHER SUITABLE COVER, OR
VEGETATIVE GROUND COVER. - PAD COMPACTION LIMITS
30. ALL ONS/TE UNPAVED ROADS AND OFFS /TE UNPAVED ACCESS ROADS SHALL BE EFFECl1VEt Y
SWALE
HIGHWAY �11�
15.50
ACRES
STABILIZED OF DUST EMISSIONS USING WATER OR CHEMICAL STABILIZER /SUPPRESANT.
:�lii�i
EXISTING PARKING
- - o
STORM DRAIN
TRACT 7166 AREA:
��
ACRES
31. ALL LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, SAND LEVELING, GRAD /NG, CUT &FILL,
+ it 17
c .�.
_j
AND DEMOLt TlCNV ACTIVITIES SHALL BE EFFECTIVELY CONTROLLED OF FtIGITlVE DUST EMISSIONS
' " �
TYPE A CATCH BASIN MNiH 3.5 WIDE
TOTAL AREA:
1171 lw�IVIIIAMI 2m
Ce
U71UZlNG APPLlCA7lON OF WATER BY PRESOAKING
OPENING UNLESS OTHERIMSE NOTED
H
Illli�l
32. WHEN MATERIALS ARE TRANSPORTED OFFSITE, ALL MATERIAL SHALL BE COVERED,, OR EFFECTIVELY ��- � - -
-r
TRACT 7166..
IAE'TTED TO LIMIT 1/lSIBlE DUST EMISSIONS., AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM � � � � � '
PHASE LINE
THE TOP OF THE CONTAINER SHALL BE MAINTAINED.
NO* OF LOTS PER
THIS
33. ALt OPERA 77ONS SHAD OMIT OR EXPED /TIOU.SLY REMOVE THE �CCUMlILATION OF MUD OR DIRT FROM � � � � � � � � � �
THE USE OF DRY ROTARY BRUSHES IS
ACT BOUNDARY
GRADING PLAN (UNIT 4) =
35
ADJACENT PUBLIC STREETS AT THE END OF EACH WORKDAY. � � � � � � � � � � � � � � � � �
LIMITS OF GRADING OUTSIDE
PROHIBITED �S E t �rnNG TO L!MlT �
V� EDUSEMISSIONS. USE OF BLOWER D OR EXPRESSLY FORBIDDEN.)
A
OF 'ME TRACT BOUNDARY
TOTAL AREA DISTURBED =
202537 SF
- - - -
34. FCILLOW/NG THE ADD /77ON OF MATERIALS TD. OR REMOVAL OF MATERIALS FROM, THE SURFACE OF
SEC110N LINE
4.65 AC.
. UNCOVERED, THE SUBDI WDER SHALL STOP WORK AND OBTAIN A QUALIFIED ARCHAEOLOGIST
FOR FURTHER STUDY. SUBDIVIDER SHALL NOTIFY TIE PROPER AU77-IORI IES AND BE SUBJECT EXIST. CURB AND GUTTER
TO ANY M177GA 77ON MEASURES REQUIRED OF THE ARCHAEOLOGIST.
- - - CENTERLINE OF STREET NACEN= m"
29. ALL DfS7URBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING AC77VELY U77LIZED FOR NO SCALE
CONSTRUCTION PURPOSES, SHALL BE EFFEC77VEL Y STABILIZED OF DUST EMISSIONS USING WA TER, PROPERTY LINE / RIGHT-OF-WAY
CHEMICAL STABILIZER /SUPPRESSANT COVERED W!'TH A TARP OR OTHER SUITABLE COVER, OR
VEGETATIVE GROUND COVER. - PAD COMPACTION LIMITS
30. ALL ONS/TE UNPAVED ROADS AND OFFS /TE UNPAVED ACCESS ROADS SHALL BE EFFECl1VEt Y
SWALE
TRACT 6799 AREA:
15.50
ACRES
STABILIZED OF DUST EMISSIONS USING WATER OR CHEMICAL STABILIZER /SUPPRESANT.
EXISTING PARKING
- - o
STORM DRAIN
TRACT 7166 AREA:
15.13
ACRES
31. ALL LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, SAND LEVELING, GRAD /NG, CUT &FILL,
+ it 17
c .�.
_j
AND DEMOLt TlCNV ACTIVITIES SHALL BE EFFECTIVELY CONTROLLED OF FtIGITlVE DUST EMISSIONS
' " �
TYPE A CATCH BASIN MNiH 3.5 WIDE
TOTAL AREA:
30.63
ACRES
U71UZlNG APPLlCA7lON OF WATER BY PRESOAKING
OPENING UNLESS OTHERIMSE NOTED
H
I
32. WHEN MATERIALS ARE TRANSPORTED OFFSITE, ALL MATERIAL SHALL BE COVERED,, OR EFFECTIVELY ��- � - -
EXIST. STORM DRAIN
TRACT 7166..
IAE'TTED TO LIMIT 1/lSIBlE DUST EMISSIONS., AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM � � � � � '
PHASE LINE
THE TOP OF THE CONTAINER SHALL BE MAINTAINED.
NO* OF LOTS PER
THIS
33. ALt OPERA 77ONS SHAD OMIT OR EXPED /TIOU.SLY REMOVE THE �CCUMlILATION OF MUD OR DIRT FROM � � � � � � � � � �
THE USE OF DRY ROTARY BRUSHES IS
ACT BOUNDARY
GRADING PLAN (UNIT 4) =
35
ADJACENT PUBLIC STREETS AT THE END OF EACH WORKDAY. � � � � � � � � � � � � � � � � �
LIMITS OF GRADING OUTSIDE
PROHIBITED �S E t �rnNG TO L!MlT �
V� EDUSEMISSIONS. USE OF BLOWER D OR EXPRESSLY FORBIDDEN.)
A
OF 'ME TRACT BOUNDARY
TOTAL AREA DISTURBED =
202537 SF
- - - -
34. FCILLOW/NG THE ADD /77ON OF MATERIALS TD. OR REMOVAL OF MATERIALS FROM, THE SURFACE OF
SEC110N LINE
4.65 AC.
OUTDOOR STORAGE PILES, SAID PILES SHALL BE EFFECTIVELY STABILIZED OF FUG177VE DUST EMISSIONS
U 77LIZING SUFFICIENT WATER OR CHEMICAL STABILIZER /SUPPRESSANT:
35. WI 77VIN URBAN AREAS, MA CKOU T SHALL BE IMMEDIA TEL Y REMOVED WHEN IT EX T ENDS 50 OR MORE
FEET FROM TIME SI TE AND AT THE END OF EACH WORKDA Y.
36. ANY SITE W77-1 71 150 OR MORE VEHICLE TRIPS PER DAY SHALL PREVENT CARR YOU T AND T RA CKOU T.
37 ASPHALT-CONCRETE PAVING SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR POLLUTION CONTROL
DISTRICT RULE 4641 AND RESTRICT 77-IE USE OF CU78ACK, SLOW' CURE AND EMULSIFIED ASPHALT
PA VING MA 7ERIALS.
38. CEASE GRADING A C 77 W TIES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A
10' R,W 28' 28 's R/W
ONE -HOUR PERIOD).
0
39. LIMIT CONS7T4'UC770N --RELA TED VEHICLE SPEEDS TO 15 MPH ON ALL UNPAVED AREAS AT 77-IE
CONS TRUCTON SI TE. I t
40. WASH OFF CONSTRUCTION AND HAUL TRUCKS TO MINIMIZE 77-IE REMOVAL OF MUD AND DIRT FROM
THE PROJECT SITE. FILL PADS o ; I VARIES � VARIES 1
Q 1 12 TO 18 12 TO 18 I
41. PRIOR TO PLACEMENT OF BACKFILL, EXCA VA 77ON BOTTOMS SHOULD BE REVIEWED AND TE,S7ED IN �`
ACCORDANCE WITH THE FOLL O WNG PROCEDURES: SLOPE
PROPOSED VARIES I
1. IN -PLACE DENSITY TESTS SHALL BE PERFORMED. THE RESULT5 OF THESE TESTS SHALL BE FINISHED PA D 23!1" � EXIST. FINISHED PAD
COMPARED WI77-IE 77-IE RESUL TS OF TUBE DENSI TY D 7ERMINA 77ONS MADE DURING THE --�- �- 2% 27. �- --�- -� ---------------
PRELIMINAR Y SOILS IN VES77GA 77ON IN MATERIALS DET ERMINED TO BE STABLE B Y � �� , F 7_y I L, T
LABORATORY 7ES77NG PROCEDURES. L, -J EXIS TING L J
PA YEMEN T
N I A 7'E LOWER DENSITIES 77-IAN THOSE DESCRIBED ABOVE, 12 " 0 VEREXCA VA TION EXIS T
2. WHERE TEST RESULTS 1 D C (SEE NO 7E 2J) EXIS T EX. CURB & GUTTER 5 SIDEWALK
EXCAVATION SHALL BE MADE DEEPER AS DIRECTED BY THE GEOTECHNICAL ENGINEERS 5 SIDEWALK
REPRESENTA 77VE ON THE SI7E.
J. AT LEAST TWO EXPANSION INDEX TESTS SHOULD BE TAKEN FOR EACH BUILDING PAD TO SECTION A
DETERMINE SOIL EXPANSION POTENTIAL. THE RESULTS OF EXPANSION INDEX TESTS SHALL Q-00/
BE USED TO CA TAGORIZE EACH LOT FOR USE WI TV THE " FOUNDA 77ON PREPERA 77ON
SCHEDULE" (LOCATED IN THE SOILS REPORT). TYPICAL ROUGH GRADING SECTION
4. 7HE GEOTECHNICAL ENGINEER'S REPRESENTA 77VE SHALL BE NOTIFIED AT LEAST ONE (1) HORIZONTAL SCALE: 1 ,
WORKING DA Y IN AD VANCE OF PLA CEMEN T OF ENGINEERED FILL ON AN Y EXCA VA 77ON BO T TOM. VERTICAL SCALE: 1 = 5
42. IF 77-IE PROJECT IS SUBJECT TO 7HE PROWS1ONS OF THE NATIONAL. POLLUTANT
DISCHARGE EUMINA 71ON SYSTEM ( NPOES), A "NO77CE OF IN7E'NT" (NOI) TO COMPLY W1 TH FILL PADS FILL PADS
THE TERMS OF 77.1E GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH
C0NS7RUC770N AC77%4TY (WO ORDER ND. 2009 - 0009 -DWQ) MUST BE FILED W TH STATE R/W R/W
WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY PAD COMPACTION 5 ' 28' 2$ ' 10 PAD COMPACTION
CONS TRUCTON ACTIVITY. COMPLIANCE WI'77.1 77-IE GENERAL PERMIT REQUIRES THA T A LIMI TS 1 LIMI IS
STORM WA TER POLLUTION PLAN .(SWPPP) BE PREPARED, CON77NUOUSL Y CARRIED OUT 1 1
ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS, 1
AND INSPEC TED REGULARL Y B Y A QUALIFIED SWPPP PRA C 17 770NER.
iS' 18'
43. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT FOR ANY WORK PERFORMED WI THIN EXIS71NG ACCEPTED S7REET 1
RIGHT OF WA Y. UNLESS SECURED B Y A SUBDIVISION AGREEMENT PROPOSED
SECURI TY BASED ON AN PROPOSED
A�}ES FINISHED PAD
APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED Wr7HIN THE RIGHT OF WAY FINISHED PAD 2 2q" V _,,. ---
AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT: 2 2r
�� �� L. 'a EXl STING A. C.
44. DUST CONTROL PA YEMEN T
12 D VEREXCA VA TION EXI S T. L 12" 0 VEREXCA VA TION
CON TRA C TOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT (SEE NO TE 23) EXIST. EX. CURB & GU T TER 5 SIDEWALK (SEE NO TE 23)
FROM THE DEVELOPER, AND SHALL KEEP A COPY ON S17E AT ALL TIMES. FOR THE DURA 77ON 5 SIDEWALK
OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY W177Y TIME SECTION B
PROVISIONS OF SAID PLAN.
45. STORM W47ER POLLUTION PREVENTION TYPICAL ROUGH GRADING SECTION
CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WA TER POLLUTION PREVEN77ON PLAN (SWPPP) HORIZONTAL SCALE: 1 " = 20'
FOR THIS PROJECT FROM 77-IE DEVELOPER, AND SHALL KEEP A COPY ON S1 7E AT ALL TIMES. FOR VERTICAL SCALE: 1 " = 5'
TIME DURA 77ON OF CONTRACTORS OCCUPANCY OF THE SI7E., CONTRACTOR IS REQUIRED TO COMPLY
WITH THE PROVISIONS OF SAID PLAN.
46. LANDSCAPE AREAS ARE TO BE GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS 774E
SIDEWALK FOR 7HOSE AREAS OVER 2Z FILL PADS
R/W R/W
28' 28 10' PAD COMPA C TION
1 LIMI TS
BENCH RK** I
I 1
TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF MING AVENUE AND I
MILL ROCK WAY PER CITY OF BAKERSFIELD BENCH BOOK. 18' �
1
ELEV. = 369.05 (USGS DATUM) Lu t
��IRjs PROPOSED
EXIST. '`�- p ARIES FINISHED PAD
FINISHED PAD 2Z 2%
LEGAL 7 ? 27 ,
_ J V
_ 1 ,-�- r
L, -j
EXISTING A. C. L .,�
BEING A MERGER AND RE- SUBDIVISION OF PARCELS 1 & 2 OF PARCEL MAP NO. PAVEMENT EXIST L 12 °' o VEREXCA VATioN
1 0313 FILED IN PARCEL MAP BOOK 52, AT PAGES 198 AND 199, IN THE OFFICE OF , EXIST. EX. CURB & GUTTER 5 SIDEWALK (SEE NOTE 23)
THE KERN COUNTY RECORDER. ALSO, BEING A DIVISION OF A PORTION OF SIDEWALK
NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M. S C11ON C
1
DIG T
Call: TOLL FREE
1 -800- 227 -2600
AT LEAST TiMO DAYS
BEFORE
YOU DIG
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
I TrILHL KIJUUr1 UtCHVIIVU JtU IIVIV
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 5'
PVC MITERED DRAIN
OUTLET -SEE DETAIL B
3" DRAIN GRATE
SEE DETAIL "A" 0.5% MIN. SLOPE PIPE
1 AT POS11VE GRADE TO
I 3" SM 00TH WALL _ DRAIN AGE EMITTER. GRAM
PVC PIPE (TYP.) ao
1 ``�,TO DRAIN
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SEE DETAIL "A" 0 5 a .SLOE E OUTLET- -SEE DETAIL B 1 9
INLET WITH 3" FINISH
DRAIN GRATE GRADE
3" SMOOTH WALL
PVC PIPE---,,
POST" VE GRADE TO �- PVC MITERED DRAINAGE EMITTER.
' DRAIN OUTLET
t
3" DRAIN GRATE 3' MIN. (TYP.) R DETAIL "B" NO SCALE
GROUN SEE DETAIL "A" NOTE:
DAYLIGHT
ALL HOMES TO BE CONSTRUCTED
~ ' ` "' ffr, '^ � • "'. S..b�{ -•
1;Jd °tiT o. ....<< 1 WITH SUBSURFACE LOT DRAINAGE
�'
MIN. SYSTEM AS SHOWN. SYSTEM SHALL
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BE INSPECTED BY CITY OF BAKERSFIELD
wta
45 ELL. BUILDING DEPARTMENT.
3" PVC PIPE
2' 2' GRAVEL
PVC MITERED DRAIN
PERFORATED
PIPE OUTLET -SEE DETAIL "B"
TYPICAL FINISH LOT GRADING
AND DRAIN CONFIGURATION
NO SCALE
M I N G A V E N U E
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EXIST
BLOCK WALL
2'
ELEVA 77ON
F�
1 20
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EXISTING
LANDSCAPE AREA
R/W
6 s
27a AWN. EXIS TING
A. C. PA WNG
r
L- - - - - - - - - - -
—1-10. L 5
MIN. EXIS77NG SIDEWALK EXIS 77NG
CURB AND GUTTER
EASEMENT PER TRACT
MAP 6799 M.B. 57,
PGS. 71-79
_7XISTING - 24" cl DRAIN
15* EX. DRAINAGE -- "~
EASEMENT PER TRACT
MAP 6799 M.B. 57,
PGS. 71-79
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EXISTING PARKING STALLS
DIRT (PREVIOUSLY GRADED)
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SCALE: NONE
0
EXIS TING
BLOCKWALL
PROPOSED
PAD ELEVA 714
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SCALE: NONE
I
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PROPOSED OSED PAD
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CURB SO
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BLOCKWALL
PROPOSED
AW ELEVA nON
T-0.5"
MIN.
SCALE.- NONE
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
EX. FLOMJNE
39.00'
112.21'
293.21$
164*50949"
CL
20.00"
26.13'
15.309
74`50'49"
20.000
31.42'
20.001
90000,0 "
SCALE: 1 "=401
20 0 40 80
40 10
LEGEND
AB6REVIAWN5
XBW
EX. BACK OF SIDEWALK
XFL
EX. FLOMJNE
XGB
EX. GRADE BREAK
CL
CENTERLINE
ELEV
ELEVATION
XBVC
EX. BEGIN VERTICAL CURVE
XPOVC
EX. POINT ON VERTICAL CURVE
XEVC
EX. END VERTICAL CURVE
FP
FINISHED PAD
EXISTING GROUND CONTOUR
ip. toaw
PROPOSED PAD ELEV.
X 3.1
ASBUILT PAD ELEV.
EXIST GUTTER I FLOWLINE ELEV.
FOR ADJUSTED LOT LINES
xil
EXIST. GUTTER FLOWLINE ELEV.
EXIST LANDSCAPE ELEV.
EXIST GROUND ELEVATION
amx
EXIST. DIRECTION AND PERCENT
OF SLOPE FOR DRAINAGE
EXIST. CURB AND GUTTER
CENTERLINE OF STREET
mmmmmffi— Now mm mmwwwdmmm— — omm ammoommommomm —w amommmmoolm PROPERTY LINE / RIGHT—OF—WAY
PAD COMPACTION LIMITS
0
EXIST. CATCH BASIN
EXIST. STORM DRAIN
TRACT BOUNDARY
SECTION LINE
Ia
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00
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(D
DIG MYRT
Call: TOLL FREE
1 -80t1- 227 -2i
00
AT LEAST M DAYS
AFORE ym of(;
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
7— 71(e6 T
G.P. NO* 13-40000061
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