HomeMy WebLinkAbout1.7-6352 Ph 1-5GRADING NOTES
1. ALL GRAD/NG SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING.
CODE AND STANDARDS PERTAINING ]HEREOF AND PRELIMINARY SOILS
REPORT BY LEIGHTON & ASSOCIATE$ PROJECT NO. 11513(701 DA IED
DECEMBER 21, 2016.
Z THE DESIGN ENGINEER SHALL EXERCISE SUFRCIENT SUPEERWSOR CONTROL
DURING GRAD/NG AND CONS7RUCTOV TO INSURE COMPLIANCE NTH THE
PLAN$ SOLS REPORT, SPEOF/CAT70NS, AND CODE K17HIN THEIR PURVIEW.
.I CIVIL ENGINEER, GE07ECHNlCAL ENGINEER, AND BUILDING OFFICIAL
WILL BE NOTIFIED FORTY EIGHT (48) HOURS PR/OR TO PLACING ANY FILL
MATER/AL
4. COA17RAC70R AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JCB SINE CONDITIONS DURING 774E COURSE OF
CONS7RUCTIOJ OF THIS PROJECT. INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
CON77NUOASLY AND NOT BE LMITED TO NORMAL WbRK/NG HOURS AND
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE
OWNER, ARCH17ECT, AND THE £NGNEER HARMLESS FROM ANY
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROE'CT, EXCEP77MG FOR LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF INE OWNER, ARCH/7ECT, OR
THE ENGINEER.
5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES W9774
UNDERGROUND FACIU77ES PR/OR TO BEGINNING CONSTRUCTION AND
VER/FY THE LOCA BON AND DEPTH OR ALL UNDERGROUND FACILITIES,
INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS
LINES THE ENGNEER ASSUMES NO RESPONSIBILITY FOR BURIED
LINES NOT INDICATED ON THE PLAN OR FOR INFORMATION OBTAINED
FROM OUTSIDE SOURCES (USA 1-800-227-2600)
6. THE GRADING CONTRACTOR STALL BE RESPONSIBLE FOR GRADING ALL
AREAS TO + OR - 0.10 FOOL lF AN AREA SHOULD BE FOUND TO BE
MORE THAN DIG FOOT OUT OF LEVEL AFTER COMPACTING AND
ACCEPTANCE OF GRADING, 771E CONTRACTOR SHALL RETURN AND
CORRECT THE GRADING AT NO COST 70 THE OWNER.
7 7HE GRADING CON7RACTOR SHALL WATER AS REQUIRED DURING THE
GRADING OPERATIONS 70 PREVENT THE OCCURRENCE OF A DUST
NUISANCE AND SHALL PROIECT CURBS AND OTHER OBJECTS WHICH ARE
TO REMAIN.
8. EXCAVA7/ON - EXCAVARON SHALL CONSIST OF ALL EXCAVA7I0N
INVOLVED IN GRAD/NG THE PROJECT AS SHOWN ON THE PLANS EXCEPT
ANY EXCAVATION SEPARATELY DESIGNATED AND PAID FOR AS A
SEPARATE ITEM
9. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE
STANDARD SPECIFICA DONS OF THE STATE OF CALIFORNIA DEPARTMENT
OF 7RANSPORTA770N DATED JULY 1999 INSOFAR AS THE SAME MAY
APPLY IN ACCORDANCE WITH THE N07ES HEREON. IN CASE OF
CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY N07ES
HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE
USED /N LIEU OF SUCH CONFLICTING PORTIONS SAID
SPECIFICATIONS SHALL APPLY BUT NOT BE LIMITED TO 7HE
FOLLOWING
A) ALL CONCRETE SHALL BE CLASS B" AS IN ACCORDANCE WITH
SECTION 90 AND SHALL HAVE AT LEAST 2500 PS/ COMPRESSIVE
STRENGTH AT 28 DAYS
B) ASPHALTIC CONCRETE SHALL BE TYPE B', MEDIUM GRADED.
1/2' MAXIMUM AGGREGA7E AND INTIMATELY MIXED WITH 5-7$
ASPHALT.
10. IN THE EVENT CONSTRUCTION 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 DRAWING OR OTHER DOCCUMENIS.
S
11. MdNTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR
UNAUTHOR/ZED CHANGES TO, OR USES OF, THESE PLANS ALL
CHANCES TO THESE PLANS MUST BE APPROVED IN WR/TING BY
MclN705H &ASSOCIATES
12. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING
CODE AND STANDARDS PERTAINING THERE OF AND 70 THE
RECOMMEAIDA BONS CONTAINED /N, AND MADE A PART HEREOF, THE
PRELIMINARY SOILS REPORT (NOTE 1), AND ALL ADDENDUMS THERETO. IN
CASE OF A CONFLICT BETWEEN 771E PLANS AND SPEC/FICAVON
Ell S THE
MORE SIR/NGENT REQUIRE?AENI5 WILL TAKE PRECEDENCE.
13. UPON COMPLETION OF GRAD/NG AND BEFORE THE START OF
CONSTRUCTION, A FINAL. SOILS REPORT SHALL BE PREPARED BY THE SOL
ENGINEER.
14. THE SOL ENGINEER SHALL REVIEW ALL EXCAVATIONS PRIOR TO
BACKFILLING AND SHALL BE NOTIFIED OF ANY 17DW ENCOUNTERED
DURING THE GRAD/NG OPERA77ONS THAT MIGHT AFFECT FOUNDATION
STABILITY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL
ENGINEER.
15 CUT AND RLL SLOPES SHALL NOT BE STEEPER THAN 21.
16. ALL SLOPES GREATER THAN THREE (3) FEET IN VERTICAL HE/GIT SHALL
BE PREPARED AND MAINTAINED TO PREVENT EROSION.
IMPORTED FILL MATERIAL: REFER TO SPECIFIC EARTHWORK
RECOMMENDATION FOR IMPORTED RLL MA7ER/ALS REQUIREMENTS ON
SHEET 5 HERE/N.
17. CLEARING AND GRUBBING, REFER TO SPECOC EARTHWORK
RECOMMENDATION FOR CLEARING AND GRUBBING REOUMEMENTS ON
SHEET 5 HEREIN,
18. AREAS TO RECEIVE RLL (EXCEPT BUILD/NG PADS): REFER 70 SPECIFIC
EAR774MWK RECOMMENDATION FOR AREAS 70 RECEIVE RLL
REQUIREMENTS ON SHEET 5 HEREIN..
19. RLL MATERIAL• REFER TO SPECIFIC EARTHWORK RECOMMENDA DON FOR
FILL MATERIALS LAYER/NG AND REQUMEUENTS DN SHEET 5 HERE/N.
20. ALL RLL TO BE COMPACTED TO A MINIMUM OF NINETY (90$) PERCENT
MAX/MUM DENSITY AS DETERMINED BY APPROVAL METHOD PER APPENDIX
J OF THE CURRENT CALIFORNIA BUILD/NG CODE AND CERTIFIED BY TESTS
AND REPORT FROM SOLS ENG/NEER.
21. ENGINEERED FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6)
INCHES IN COMPACTED THICKNESS BROUGHT TO NEAR THE OPTIMUM
MOISTURE CONTENT OR 70 A MOISTURE CONTENT COMMENSURATE W9774
EFFEC77W COMPACTION AND SOIL STABILITY, AND COMPACTED TO 90% OF
THE MAXIMUM DENSITY PER ASTM D1557-7$ UNLESS SPECIFIED
07HERWSE. COMPACTION SHALL BE CERTIFIED BY TESTS AND REPORT
FROM THE SOILS ENGINEER.
22. FACES OF ALL CUT AND FILL ROPES SHALL BE PLANTED WITH A
GROUND COVER INDIGENOUS 70 THE AREA AND MAINTAINED AGAINST
EROSION.
23. EARTHWORK QUANTITIES ARE BASED ON THE FREE FLOATING CONCRETE
RAB /N GRADE PER THE SOILS REPORT (NOTE 1).
QUANRRES FOR EARTHWORK
CUT - CU. YD. 9,041
FILL - CUYD. 7,146
EXPORT - AS REQUIRED TO FUTURE PADS
SHRINKAGE FACTOR OF 15% WAS USED
QUANTITIES 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
ENGNEER SO THAT ADJUS7MEN7S MAY BE MADE THE CONTRACTOR
SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON.
24. BUILDING PAD PREPARATION - REFER SPECIFIC RECOMMENDATION ON
SHEET 5 HEREIN.
25. PAVEMENT PREPARATION - REFER SPECIFIC RECOMMENDA ROM ON
SHEET 5 HEREIN.
26. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER IRENCHES
OR EXCAVATION FIVE (5) FEET OR DEEPER.
27. SUFFICIENT ACCESS TO THE EXISNG AND ABANDONED WELLS SHALL BE
MAINTAINED IN ORDER FOR THE DIWS70N OF GAS OLS AND
GEOTHERMAL RESOURCES (DIWS/ON) TO INVESTIGATE THE CONDITION OF
THE WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDONMEN7S
ARE REQUIRED, THE DIVISION SHALL FURNISH THE NECESSARY
SPECIFTCA TONS TO THE PROPERTY OWNER.
2& AT 7H£ W77AL CONSIRUC77ON MEETING PRIOR TO GRADING ACRWTIES
ALL CON57RUCRON WORKERS MUST BE INFORMED AS 70 THE SYMPTOMS
OF VALLEY FEVER.
GRADING NOTES CONTINUED
27. THE CONIRACTOR SHALL COMPLY KITH THE GUIDE FOR ASSESSING AND
M177GA77MG A/R QUALITY IMPACTS (GAMAQ7), JANUARY 7C, 2002
REWSM; GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES
AS APPROVED AND RECOMMENDED FOR CONSTRUCTION ACTIVITIES
159TH/N 7H£ SAN JOAQU/N VALLEY AS FOLLOWS
A. MAINTAIN ALL CONSIRUCI70N. EQUIPMENT AS RECOMMENDED 8Y
MANUFACTURER MANUALS
B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS
OF TIME.
C USE ELECTRIC EQUIPMENT FOR CONSTRUCTION WH0,EVER 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 70 CARPOOL OR USE
SHUTTLE 70 RETAIL ESTABUSHMENTS AT LUNCH.
2& PRIOR 70 SITE GRADING SUBDIVIDER SHALL HAVE A FRECONSIRUCTION
SURVEY CONDUCTED TO SEARCH FOR NA77W KIT FOX DENS. SURVEY
SHALL BE SUBMITTED TO THE PLANNING DIRECTOR FOR REVIEW PRIOR
TO GRADING. THE APPLICANT MAY BE SUBJECT 70 SPECIAL
NOTIFICATION REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND
CONTAINING DENS
29. PRIOR 70 THE APPROVAL OF'A GRADING PLAN, SUBDIVIDER IS SI61ECT
TO THE MIORAIORY BIRD TREATY ACT. INCLUDING THE SWANSON RAW
DURING THE RAPTOR IVES77NG SEASON (FEBRUARY THROUGH
SEPTEMBER). lF CONSTRUCT701V IS 70 OCCUR DURING RAPTOR
NESTING/BREEDING SEASON (FEBRUARY THROUGH SEPTEMBER) NO
CONSTRUCTION AC7714TY SHALL TAKE PLACE WITHIN 500 FEET OF A
AC77VE NEST. TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE
REMOVED ONLY DURING NON -BREEDING SEASON (OCTOBER THROUGH
JANUARY)
30 7HE PRESENCE OF ANY PREWQURY UNIDENTIFIED PR07ECMD SPECIES
WHICH ARE NOT ADDRESSED IN THE MBHCP, INCLUDING THOS=
FROIECTED UNDER THE FEDERAL MIGRATORY BIRD 7REA7Y ACT,
SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED B/OLOGST PRIOR
TO CONS7RUC77ON. THE FISH & WILDLIFE SERWCE (USFWS) AND
CALIFORNIA DEPARTMENT OF FISH & CAME (ODFG) SHOULD BE N077FIED
OF PREVIQUS.Y.UNREPORTED PR07ECIED SPECIES ANY
UNANTICIPATED TAKE OF PROTECTED WILDLIFE SHALL BE REPORTED
IMMEDIATELY TO THE CDFG AND USFW.S.
31. M ARCHEOLOGCAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED
DURING EXCAVA77CN AND GRADING ACTIVITIES ON-SITE THE
CONTRACTOR SHALL STOP ALL WOK AND THE DEVELOPER SHALL
RETAIN A QUALIFIED ARCHEOLOGIST TO EYALUATE 771E SIGNIFICANCE OR
THE FINDING AND APPROPRIATE COURSE OF ACTION. SALVAGE
OPERATION REQUIREMENTS /N APPENDIX K OF THE CALIFORNIA
.ENVIRONMENTAL DUTY ACT D NARMES SHALL BE FOLLOWED AND
QUALITY
CO FLY W774 S AT DISCOVERED NATIVE AMERICAN REMAINS SHALL
COMMISSIO . STATE CODES REGULATIONS OF THE TIMER/CAN HERITAGE
COMMISSION.
32 SHOULD HUMAN REMAINS BE DISCOVERED AT ANY DME ON ANY
PORTION OF THE PROJECT, WORK SHALL HALT AND THE CORONER BE
NOTIFIED IMMEDIATELY (SECTION 70505 OF THE HEALTH AAD SAFETY
CODE). IN THE ABSENCE OF AN ARCHAEOLOGCAL MONITOR, A
QUAUF759 ARCHAEOLOQST AND THE LOCAL NATIVE AMERICAN
COMMUNITY SHALL ALSO BE NOTIFIED.
33. 774E CONTRACTOR A COMPLY WITH SAN JOA UIN VALLEY AM
SHALL Q
POLLUTION CONTROL DISTRICT (SJVAPCD) RECULA77ON 1411, OUST
CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING
GRADING AND COIVSIRUC77ON PHASES THE MITIGA RON. MEASURES TO
BE TAKEN ARE AS FOLLOWS
A WAIER EXPOSED SURFACES (SOL.) ThREE-TIMES/DAY.
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 STORAGE PILES WHICH
ARE NOT BEING ACTIVELY UTILIZED FOR C0NS7RUC770N PURPOSES
USING WATER OR BY COVER/NG W9774 A TRAP OTHER SUITABLE
COVER OR VEGETATIVE GROUND COVER.
E. CONTROL FUGRVE DUST EMISSIONS DURING LAND CLEARING,
GRUBBING, SCRAP/NG EXCAVATION, LEVELING GRADING OR CUT &
FILL OPERATIONS WITH APPLICATION OF WATER OR BYPRESOAKING.
F. *04 TRANSPORTING MATERIALS OFFSITE, MAINTAIN A FREEBOARD
LIMIT OF AT LEAST SIX INCHES AND COVER OR EFFECRVELY WET TO
LIMIT WSBLE DUST EMISSIONS
G. LIMIT AND REMOVE THE ACCUWHULATION OF MUD AND/OR DIRT
FROM ADJACENT PUBLIC ROADWAYS AT THE END OF EACH
WORKDAY. (USE OF DRY ROTARY BRUSHES /S PROHIBITED EXCEPT
WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO
LIMIT WS/BLE DUST EMISSIONS AND USE OF BLOWERS /S EXPRESSLY
FORBIDDEN) -
H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING THE
ADD177ON OR REMOVAL OF MATERIALS USING WATER.
1. REMOVE TRACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE
SITE AT 771E END OF EACH WORKDAY.
J. CEASE GRADING ACTIVITIES DURING PER/ODS OF HIGH WINDS
(GREA7ER THAN 20 MPH OVER A ONE-HOUR PERIOD).
K ASPHALT -CONCRETE PAWNG SHALL COMPLY WITH THE SJVAPCD
RULE 4641 AND RESTRICT USE OF OF CUTBACC, SLOW -CURE AND
EMULSIFIED ASPHALT PAWNG MATERIALS.
34. GRAD/NG WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN
ACCORDANCE W7H APPENDIX J OF 7HE CALIFORNIA BUILDING CODE.
35. lF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL
POLLUTANT DISCHARGE EUM/NATION SYSTEM (NPDES), A 'NOTICE OF
INTENT- (NO) TO COMPLY WIN THE TERMS OF THE GENERAL PERMIT TO
DISCHARGE STORM WATER ASSOCIATED WITH 00NSIRUCRON AC77WTY
(SHL ODDER NO. 2009-009-DW10) MUST BE FILLED WIIH STATE WATER
RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF
ANY CONSIRUC77ON ACTIVITY. COMPLIANCE WITH 771£ GENERAL PERMIT
REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE
PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FRO
PUBLIC INSPECTION DURING NORMAL CONS7RUC770N HOURS WASTE
DISCHARGE IDEN77FICARON (MAID) NUMBER 5FISC378849 HAS BEEN ISSUED
BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT.
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
ENGNEERS ESTIMATE FOR THE WORK PERFORMED WTHN THE RIGHT OF
WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO
ISSUANCE OF A PERMIT.
37. ALL ONSITE UNPAVED ROADS AND OFFSI7E UNPAVED ACCESS ROADS
SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER
OR CHEMICAL STABILIZER/SUPPRESANT.
38. PAD 1S GRADED FLAT AT ROUGH GRADING FIN/SHED GRADES WILL
INCORPORA7E A 19 SWALE 7HAT WILL DIRECT DRAINAGE AWAY FROM
7HE STRUCTURE AND TO THE STREET
SEE PYP/CAL LOT SWALE GRADING ON SHEET 1.
39. WASH OFF CONS77?UCTI0N AND HAUL 7RUCKS TO MINIMIZE THE
REMOVAL OF MUD AND DIRT FROM THE PROJECT SITE.
40. DUST CON7RO
CON7RACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN
(DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A
COPY ON S/7E AT ALL TIMES FOR THE DURATION OF CONTRACTORS
OCCUPANCY OF THE SITE, CONTRACTOR /S REQUIRED IT COMPLY NTH
THE PROVISIONS OF SAID PLAN.
41. STORM WATER POLLUTION PREVENTION
CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLU77ON
PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER,
AND SHALL KEEP A COPY ON S/7E AT ALL TIMES FOR THE DURATION
OF CON7RACTORS OCCUPANCY OF THE SUE CON7RACIDR IS REQUIRED
TO COMPLY NTH THE PROWSIONS OF SAID PLAN
42. PALEONTOLOGICAL MONITORING SHALL TAKE PLACE DURING
CONS7RUCTION EXCAVATION ACTIVITIES THAT RESULT IN EXCAVARONS
OF SIX FEET BELOW GROUND SURFACE OR GREATER 11I7HIN THE
PROJECT 97E FOLLOWING ARE THE SPECIFIC MEASURES
A) ASSIGN A PALEONTOLOGICAL MON17UR, /RAINED AND EQUIPPED
TO ALLOW TH£ RAPID REMOVAL OF FOSSILS W4771 MIN/MAL
CONSTRUCTION DELAY, TO THE SITE FULL-TIME DURING THE
.INTERVAL OF EARTH-DIS71URB/NG ACRWTIES.
B) SHOULD FOSSILS BE FOUND WITHIN AN AREA BEING CLEARED OR
GRADED, DIVERT EARTH -DISTURBING ACTIVITIES ELSEWHERE UNTIL
7HE MONITOR HAS COMPLETED SALVAGE. !F CONSTRUCTION
PERSONNEL MAKE THE DISCOVERY, THE GRADING C0N7RAC7OR
SHOULD AWMEDIAT£LY DIVERT CONSTRUCTION AND NOTIFY THE
MONITOR OF THE FIND.
GRADING NOTES CONTINUED
C) PREPARE IDENTIFY, AND CURATE ALL RECOVERED FOSSILS FOR
DOCUMENTA77ON /N THE SUMMARY REPORT AND TRANSFER TO AN
APPROPRIATE DEM51TORY.
D) SUBMIT A SUMMARY REPORT TO THE CITY OF BAKERSFIELD.
TRANSFER COLLECTED SPECIMENS WITH A COPY OF REPORT TO
THE REPOSITORY.
PALEONTOLOGICAL MONITORING DURING CONSIRUC77ON ACRWTIES THAT
INVOLVE EXCAVATION AC77W77ES OF SIX FEET BELOW GROUND SURFACE
OR GREATER ON 771E PROSECT SITE WOULD REDUCE 7HE P07EN77AL
IMPACIS ON PALEONTOLOGICAL RESOURCES TO LESS THAN SIGNIFICANT,
A3. THE LANDSCAPED AREAS ARE TO BE DESIGNED AND GRADED TO
MINIMIZE EXCESS LANDSCAPE. DRAINAGE ACROSS 7HE SIDEWALK FOR
THOSE AREAS OVER 2%
44. ALL WORK WILL STOP IMMEDIAInY !F ANY UNKNOWN ODOROUS OR
DISCOLORED SGL OR 07HER POSSIBLE HAZARDOUS MA7ER/ALS ARISE
DURING ANY PART OF THE TESTING GRADING OR CONSTRUCTION DN
THE PROJECT SITE
45. 771E HANDLING AND STORAGE OF HAZARDOUS AND ACUTELY
HAZARDOUS MATERIALS SHALL BE RESTRICTED TO LESS THAN
NRESI400 PLANNING QUANTITIES M7704 1,000 FEET OF SENSITIVE
RECEPTORS WHICH INCLUDE RESIDE477AL AREAS SCHOOLS, DAYCARE
CENTERS HOSPITAL CONVALESCENT HOMES AND OTHER LARGE
IMMOBILE POPULATIONS SENSITIVE RECEPTORS SHALL NOT BE
APPROVED WITHIN ZONES OF CANCER RISK IDENTIFIED BY A HEALTH
RISK ASSESSMENT OF GREATER THAN 10 IN 1,000,000
46. CONSIRUC77ON ACTIVITIES ASSOCIATED WITH DEVELOPMENT OF 771£
PROJECT SIE WOULD BE REQUIRED TO BE IN CONFORMANCE WITH
SEC77ON 9.22050 OF THE CITY OF BAKERSFIELD MUNICIPAL CODE
MICH LIM/7S CONSTRUCTION TO THE HOURS OF 6 A.M. 70 9 P.M. ON
WEEKDAY -S AND BETWEEN 8 A.M. AND 9 P.M. ON WEEKENDS WHERE
CONSTRUCTION OCCURS LESS THAN 1, 000 FEET FROM RESIDENCES
47. EQUIPMENT SHALL BE EQUIPPED WITH MUFFLERS AND MAINTAINED /N
ACCORDANCE WITH THE EQUIPMENTS' FACTORY SPECIFICATIONS DIMING
CONSTRUC77ON ACTI14TI£S THE CONSIRUC77ON EQUIPMENT MUFFLER
AND MAINTENANCE RECORDS SHALL BE OIV517E
4& 24 HOW NOTICE: PRIOR 70 THE START OF ANY PHASE OF
CONSTRUCTION, THE CITY CONSTRUCTION RVSPEC77ON SECTION SHALL
BE GIVEN AT LEAST 24 HOUR NOTCE. THE SECTION MAY BE M077RED
AT (661) 326-3049.
49. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER/SUBD/WDER/CONIRACTOR. THE NUMBER AND LOCAOONS
OF THE 7ES7S SHALL BE DETERMINED BY THE CITY ENGINEER
50. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE EOFWALL
0R S7RUC7 HE SHALL BE 4:1 EXCEPT FOR B FEET BEHIND THE
SIWHERE THE MAXIMUM OPE A B
SIDEWALK ER£ R SH LL E 2% ALTERNATIVELY,
171E CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK
OR OTHER METHOD OF PREVENTING EROS/ON ONTO THE SIDEWALK.
51. ANY 17EMS IN THE PUBLIC RIGHT -OF -MAY THAT ARE DAMAGED OR
DO NOT MEET THE CURRENT STANDARDS SET BY PUBLIC WORKS WILL
REQUIRE REPAIRING AND/OR UPGRADING AS PER THE CITY ENGINEER
52. UNDERGROUND SERWCE ALTER SHALL BE CONTACTED TWO (2)
WORKING DAYS PRIOR TO CON37RUCTON (1 -BOO -612-2444)
OWNER & SUBDIVIDER:
TARINA HOMES, INC.
1401 19TH STREET, #215
BAKERSFIELD, CA 93301
CONTACT PERSON - CHRIS JOHNSTON
(661) 487-5990
GEOTECHNICAL ENGINEER:
LEIGHTON & ASSOCIATES, INC.
26074 AVENUE HALL SUITE 21
SANTA CLARITA, CA 91355
CONTACT PERSON - RENEE MORALES
661-257-7434
PRELIMINARY SOILS REPORT:
FILE NO. 11513.001
DATED: DECEMBER 21, 2016
LEIGHTON & ASSOCIATES INC
26074 AVENUE HALL, SUITE 21
SANTA CLARITA, CA 91355
CONTACT PERSON - RENEE MORALES
661-257-7434
CIVIL ENGINEER:
MCINTOSH & ASSOCIATES
2001 WHEELAN COURT
BAKERSFIELD, CA 93309
CONTACT PERSON - ROGER MCINTOSH
(661) 834-4814
BENCHMARK:
U.S.G.S. Y-292, ELEVATION = 782.57
B.C. IN 9" CONC. PAD 14.5' N.W. OF STREET
SIGN AND 51.50' FROM CENTERLINE OF HIGHWAY
178 AND LENE PLACE.
BASIS OF BEARINGS:
THE BEARING OF NOO'32'24°E, SHOWN FOR THE EAST
LINE OF PARCEL 1 OF PARCEL MAP NO. 10182,FILED
FOR RECORD IN BOOK 47 AT PAGES 120 AND 121 IN
THE OFFICE OF THE KERN COUNTY RECORDER, WAS
USED AS THE BASIS OF BEARINGS HEREON.
LEGAL DESCRIPTION:
BEING A MERGER AND RESUBDIVISION OF A PORTION
OF PARCEL 1 AND ALL OF PARCELS 2 AND 3 OF
PARCEL MAP NO. 10182, FILED FOR RECORD IN BOOK
74 OF PARCEL MAPS AT PAGES 120 AND 121,IN THE
OFFICE OF THE KERN COUNTY RECORDER; ALSO
BEING A PORTION OF THE WEST HALF OF SECTION 20,
TOWNSHIP 29 SOUTH, RANGE 29 EAST, M.D.M., CITY
OF BAKERSFIELD, COUNTY OF KERN, STATE OF
CALIFORNIA.
INDEX OF SHEETS
SHEET TITLE
1. COVER SHEET
2. GRADING PLAN
3. GRADING PLAN (CONT.),
4. SECTIONS & DETAILS
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
PROPERTY LINE
I I
1% 1% 1
1 1 I 1
I�
PROPOSED
HOUSE
/ rn�
1 !!! 3$e 1
=II=
erg
mI Iii I�
al sF Ia
I 1
1 1
I CURB 8 GUTTER-"' I
TYPICAL LOT SWALE GRADING
NO SCALE
PROJECT AREA: 29.57 ACRES
TOTAL NO. OF LOTS = 116
INCLUDING HIGHLAND KNOLLS AND
THE LANDSCAPE AREA ALONG
BEDFORD GREEN DRIVE. EXCLUDING
VINELAND ROAD & EXISTING PAVED
AREAS ALONG BEDFORD GREENS
DRIVE & HIGHLAND KNOLLS DRIVE.
H.C.P. FEE'S PREVIOUSLY BEEN
PAID WITH THE ORIGINAL TRACT
6352 APPROVED GRADING PLAN.
NOTE: NO ADDITIONAL AREA WILL
BE DISTURBED FOR GRADING
OPERATIONS OR STAGING
VICINITY MAP
NO SCALE
GRADING PLAN
FOR
REVISED VTTM 6352
PHASES 1 TO 5
ASSESSORS PARCEL NUMBER: 533- 012- 41, 47 & 50
GRADING
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I P
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SCHOOL SITE
NOT A PART
PER GRANT DEED TO THE CITY OF V ,1
BAKERSFIELD SCHOOL DISTRICT
PER DOCUMENT NO. 0209142890,
DATED 9/30/2009 OR
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11 �,/ FP 712.6 i
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i ® FP 71® F D Tt ®t S Q ro a ^ , •:. olg0. 5
.a 1•� ELOCK WALL
® °. 2-`•�fT'1 ..�:V" V-CHO"YL SITE
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(NOT A PART,
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26 % �p1 ..� 2558_ �� 1g, 1 R� 1 "��� ■ �p01~g
��• �- - PER GRANT DEED DOCUMENT
; �■goo. N0. 0209142890
DATED 9/30/2009. O.R. ■
LEGEND
ABSREWATIONS------FUTURE CURS AND GUTTER
EP EDGE OF PAVEMENT FS FINISH SURFACE _ _ _ _ _ _.� CENTERLINE OF STREET
TC TOP OF OONCRETE DE OVER-UCAVATION
FL FLOWUNE FF FINISH FLOOR -____-_-_-PROPERTY ONE / RGHT-OF-WAY
CL CENTERUNE FC FINISH CONCRETE PAD COMPACTION OMITS
ELEV ELEVATION OR GRADE BREAK - - - - - - - - - -
- _...- EXISTING GROUND CONTOUR -_' D STORM DRAIN
FP, J67.9 PROPOSED PAD EIEv.. TYPE *A* CATCH BASIN VAIN 15' MADE
OPENING UNLESS OTHERWISE NOTED
•® ASBUILT/AS-GRADED PAD EUN. EXIST. STORM DRAIN
PROPOSED GUTTER FLOWUNE ELEV.TRACT BOUNDARY
EXIST. TOP OF CURB ELEV. PHASE BOUNDARY
EXIST DRIER FLOMJNE ELEV. ""••""�w"�"�"""..""4510S OF GRADING OUTSIDE
OF THE TRACT BOUNDARY
PROPOSED LANDSCAPE ELEV.
SECTION DESIGNATION,
5-0-0.% DIRECTION AND PERCENT SLOPE SEC1lIN IEiiER�
FORRDRAINAGE
CURB AND GUTTER --- -' A
-. EXIST. CURB AND GUTTER SHEET WISH SECTION IS SHONN 2
DETAIL A
DETAIL e
SCALF- I" -
SCALE 1'-20'
DETAIL C
SCALE: 1'-2W
NOTES:
1. CONSTRUCT CASE B CURB RAMP
PER CALTRANS 2010 RSP A88A
Know what's belOW. I
SCALE: 1" = 50' Cali before you dig. w M
OD
50 25' ° 50' '°°• 1.7-6352 Ph 1 - 5 0
LL
CITY RECORDS NO: 0
z
J
CL
m�
oz
d��
=
w
0
ak
<
A
W
=
O
w
W
m
<
m
m
Z
tC
i
O
zcb
1
a
v
;
<F.
c
J
a
F
m
1
�
a
6
Know what's belOW. I
SCALE: 1" = 50' Cali before you dig. w M
OD
50 25' ° 50' '°°• 1.7-6352 Ph 1 - 5 0
LL
CITY RECORDS NO: 0
PA
6' BUILDER
VARIES 0'-4' I 1 8,
1.5% MIN. 1.5% MIN.
RETAINING WALL 2- 3.4%MAX 3.4%MAK
MAK
PROPOSED 4.5 COMBINATION SIDEWALK
PROPOSED CURB & CUTTER ROUGH GRADE UNE AT
ROUGH GRADE UNE 0.70' BELOW BOWUNE
ELEVATION
RC1 SECTION
4 SIDE TO SIDE LOT ROUGH GRADING
(40' WADE B TO B STREET SECTIONS)
SCALE 1"-10'
R/W
8' BUILDER
VARIES 0' TO 1.5'
RETAINING WALL
2% MIN, 4:1 MAX
PROPOSED 4.5 COMBINATION SIDEWALK
PROPOSED CURB &
ROUGH GRADE UNE AT- LROUGH GRADE UNE
0.70' BELOW FLOWUNE
ELEVATION
(2) SEC11ON
I. 4 FRONT TO SIDE LOT ROUGH GRADMG
(36' WADE B B STREEF SECTIONS)
SCALE 1`-10'
BUILDER FENCE
2% MIN.
4.1 MAX
OPOSED 4.5 COMBINATION SIDEWALK
CURB & CUTTER
'OSED 4.5' COMBINATION SIDEWALK
CURB & GUTTER
LANDSCAPE
rn
ti 1
_ EXISPNG ROUGH GRADE UNE AT--JROUGH GRADE UNE FUTURE 5.5 COMBINARON SIDEWALK
GROUND DO BELOW BOWLINE
ELEVATION FUTURE CURB & CUTTER
O SECTION
¢ FUTURE VINELAND ROAD
SCALE 1"-10'
BUILDER FENCE
^--2:1 SLOPE
iv 10.3'MIN.
6' MAX.
TYPICAL FOR A ADJACENT LOTS
WITH ELEVATION DIFFERENCE OF
0.3 FT. OR GREATER.
SECTION -
SCALE: 1"=10W
W BUILDER
EXISTING
GROUND
L SECTION
4 SCALE: 1 ®10
€IS flNG
GROUND
J SECTION
SCALE: 1 =10
BUILDERS FENCE
FUTURE PAD '
ExtiINO 9 P
GROUND
SEC11ON
SCALE: 1 =10
NOTE,
ALL RETAINING WALLS SHOWN ON THESE ARE
TO BE APPROVED PER SEPARATE PERMIT.
E
8 01
BUILDERS FENCE
-EXISPLE jLRO.UNo I PAD ELE
SEC110N
4 SCALE: 1 =10
Know whafs below.
Call before you dig.
�T BLOCK WALL
wl
aww
R/W
I
VARIES
S-21' 11'
34'
34'
R/W
11'
5'
2
1
I
a
1
1
FINISHED PAD
FINISH PAD w 2 1
I
al
1.5% MIN. 1.5% NTN.
2' 1%v0
FA
VAfUES 3'-5' i
1
1
2.0%
3.4% MAX. 3.4% AMAX
2.0 5i:1
I
RETAINING WALL �� 2' 6'
PROPOSED 4.5' COMBINATION SIDEWALK
m
PROPOSED CURB & GUTTER
ROUGI GRADE ONE AT
PROPOSED CURB & GUTTER
2.0X
2.0% 20%
fO% 1.0X MIN
ROUGH GRADE LINE
0.70' BELOW BOWONE
ELEVATION
-� �f. -
- - - -
EK 5.5' COA181NATION SIDEWALK
A
SECTION
EX. STREET
IMPROVEMENTS)
TURE CURB ffi GUTTER
q
FRONT TO FRONT LOT ROUGH GRADING
IX. CURB &GUTTER
(40' WADE FL TO FL STREET SECTIONS)
SCALE 1"-10'
SECTION
R/W
R/W
4 BEDFORD GREEN DRIVE
SCALE 1"-10'
12'
78' 18'
17 20'
PAD COMPACTION
1
I
1
LIMITS
R/W
RI
V BLOCK WALL
PAD
1FINISHED
2' 1%MW
3' 11'
34-50'
34'-50'
ll'
20%
1.5% MM. 1.5% MIN.
3.4%MAX. 3.4%MAX.
2.0% 15%M
�z 1
1
$g 2
(
PROPOSED 4.5' COMBINATION SIDEWALK
2.0X MIN.
S
1 :1 MAX
PROPOSED CURB & GUTTER
FlNI ED PAD
ROUGH GRADE UNE.
ROUGH GRADE ONE AT
VARIES 0'-4' 2'
0.70° BELOW BOWLINE
I
MAT10N
2.0
2-OX(Z
RETAINING WALL 1
SECTION
_ _
`�
¢ FRONT TO FRONT ROUGH GRADING
PROPOSED 5.S COMBINATION SIDEWALK
-'-'-'� EK STREET IMPROYEMENTS�
�IX.
(36 WIDE B TO B STREET SECTIONS)
PROPOSED CURB & GUTTER ROUGH GRADE ONE AT
EX. CURD & GUTTER�J
5.5' COMBINATION SIDEWALK
SCALE 1"-10'
1.40' BELOW FLOWUNE
ROUGH GRADE UNE
ELEVATION
F
SECTION
4
HIGHLAND KNOLLS DRIVE
RSL
SCALE 1"-10'
6' BUILDER
VARIES 0'-4' I 1 8,
1.5% MIN. 1.5% MIN.
RETAINING WALL 2- 3.4%MAX 3.4%MAK
MAK
PROPOSED 4.5 COMBINATION SIDEWALK
PROPOSED CURB & CUTTER ROUGH GRADE UNE AT
ROUGH GRADE UNE 0.70' BELOW BOWUNE
ELEVATION
RC1 SECTION
4 SIDE TO SIDE LOT ROUGH GRADING
(40' WADE B TO B STREET SECTIONS)
SCALE 1"-10'
R/W
8' BUILDER
VARIES 0' TO 1.5'
RETAINING WALL
2% MIN, 4:1 MAX
PROPOSED 4.5 COMBINATION SIDEWALK
PROPOSED CURB &
ROUGH GRADE UNE AT- LROUGH GRADE UNE
0.70' BELOW FLOWUNE
ELEVATION
(2) SEC11ON
I. 4 FRONT TO SIDE LOT ROUGH GRADMG
(36' WADE B B STREEF SECTIONS)
SCALE 1`-10'
BUILDER FENCE
2% MIN.
4.1 MAX
OPOSED 4.5 COMBINATION SIDEWALK
CURB & CUTTER
'OSED 4.5' COMBINATION SIDEWALK
CURB & GUTTER
LANDSCAPE
rn
ti 1
_ EXISPNG ROUGH GRADE UNE AT--JROUGH GRADE UNE FUTURE 5.5 COMBINARON SIDEWALK
GROUND DO BELOW BOWLINE
ELEVATION FUTURE CURB & CUTTER
O SECTION
¢ FUTURE VINELAND ROAD
SCALE 1"-10'
BUILDER FENCE
^--2:1 SLOPE
iv 10.3'MIN.
6' MAX.
TYPICAL FOR A ADJACENT LOTS
WITH ELEVATION DIFFERENCE OF
0.3 FT. OR GREATER.
SECTION -
SCALE: 1"=10W
W BUILDER
EXISTING
GROUND
L SECTION
4 SCALE: 1 ®10
€IS flNG
GROUND
J SECTION
SCALE: 1 =10
BUILDERS FENCE
FUTURE PAD '
ExtiINO 9 P
GROUND
SEC11ON
SCALE: 1 =10
NOTE,
ALL RETAINING WALLS SHOWN ON THESE ARE
TO BE APPROVED PER SEPARATE PERMIT.
E
8 01
BUILDERS FENCE
-EXISPLE jLRO.UNo I PAD ELE
SEC110N
4 SCALE: 1 =10
Know whafs below.
Call before you dig.