HomeMy WebLinkAbout1.7-7255 Ph 1 - 4GRADING NOTES
1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING
CODE AND STANDARDS PERTAINING 7HEREOF AND PRELIMINARY SOILS
REPORT BY SOILS ENGINEERING, INC. DATED FEBRUARY 3, 2014..
2. 774E DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL
DURING GRADING AND CONS7RUC71ON TO INSURE COMPLIANCE WI7H 7HE
PLANS, SOILS REPORT, SPEC/RCA77ONS, AND CODE WITHIN THEIR PURVIEW.
J. CIVIL ENGINEER, GEOTECHNICAL ENGINEER, AND BUILDING OFFICIAL
WILL BE NOTIFIED FORTY EIGHT (48) HOURS PRIOR TO PLACING ANY FILL
MATERIAL.
4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB S17E COND17701VS DURING THE COURSE OF
CONSTRUC7701V OF THIS PROJECT. INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY; 7HAT THIS REQUIREMENT SHALL APPLY
COIV77N000SLY AND NOT BE LIMI7ED TO NORMAL WORKING HOURS; AND
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD 7HE
OWNER, ARCHI7FCT, AND THE ENGINEER HARMLESS FROM ANY
LIABILITY, REAL OR ALLEGED, IN COIVNEC77ON WITH 7HE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG FOR LIABILITY
ARISING FROM 7HE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR
THE ENGINEER.
5 THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH
UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND
VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES,
INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS
LINES 7HE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED
LINES NOT INDICATED ON THE PLAN OR FOR INFORMA77ON OBTAINED
FROM OUTSIDE SOURCES (USA 1-800-227-2600)
6. THE GRADING CONTRACTOR 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 COMPACTING AND
ACCEPTANCE OF GRADING, 7HE CONTRACTOR SHALL RETURN AND
CORRECT THE GRADING AT NO COST 70 THE OWNER.
Z 7HE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE
GRADING LIPERA7101VS 70 PREVENT 7HE OCCURRENCE OF A DUST
NUISANCE AND SHALL PROTECT CURBS AND 07HER O8. ECT5 WHICH ARE
TO REMAIN.
8. EXCA VA77ON - EXCA VA7701V SHALL CONSIST OF ALL EXCAVATION
INVOLVED IN GRADING 7HE PROJECT AS SHOWN ON THE PLANS, EXCEPT
ANY EXCA VA 77ON SEPARA TEL Y DESIGNATED AND PAID FOR AS A
SEPARATE ITEM.
9. INE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE W77H THE
STANDARD SPECIFICATIONS OF 7HE STATE OF CALIFORNIA DEPARTMENT
OF 7RANSPORTA71ON DATED JULY 1999, INSOFAR AS 7HE SAME MAY
APPLY IN ACCORDANCE W77H THE N07FS HEREON. IN CASE OF
CONFLICT WI7H 7H£ STANDARD SPECIFICA77ONS AND ANY N07ES
HEREON, 7HE N07ES HEREON SHALL TAKE PRECEDENCE OVER AND BE
USED IN LIEU OF SUCH CONFLICTING POR71ONS. SAID
SPECIFICA7101VS SHALL APPLY BUT NOT BE L/MIT ED 70 7HE
FOLLOWING:
A) ALL CONCRETE SHALL BE CLASS "B" AS IN ACCORDANCE W774
SECTION 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE
STRENGTH AT 28 DAYS
B) ASPHAL77C CONCRETE SHALL BE TYPE "B", MEDIUM GRADED,
1/2" MAXIMUM AGGREGATE, AND lN77MA7FLY MIXED WI7H 5-7X
ASPHALT.
10. 1N 774E EVENT CONSTRUCTION STAKING BASED ON MCINTOSH &
ASSOCIATES' PLANS, DRAWINGS; OR 07HER DOCUMENTS IS PERFORMED
BY ANOTHER FIRM, McINTOSH & ASSOCIATES SHALL BE HELD HARMLESS
AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID
PLANS, DRAWNGSy OR OTHER DOCUMENTS
11. 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 & ASSOCIATES.
12. ALL GRADING SHALL CONFORM WI7H APPENDIX J - CALIFORNIA BUILDING
CODE AND STANDARDS PERTAINING THERE OF AND TO THE
RECOMMENDA7101VS CONTAINED IN, AND MADE A PART HEREOF, THE
PRELIMINARY SOILS REPORT (NOTE 1), AND ALL ADDENDUMS THERETO. IN
CASE OF A CONFLICT BETWEEN 7HE PLANS AND SPECIFICA TIONS; 7HE
MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE.
13. UPON COMPLE77ON OF GRADING AND BEFORE 7HE START OF
CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOIL
ENGINEER.
14. 774£ SOIL ENGINEER SHALL REVIEW ALL EXCA VA TIONS PRIOR TO
BACKFILLING AND SHALL BE N077FIED OF ANY ITEM ENCOUNTERED
DURING THE GRADING OPERA7701VS 7HAT MIGHT AFFECT FOUNDATION
STAB/UTY SO RECOMMENDA7TONS CAN BE MADE BY 7HE SOIL
ENGINEER.
15. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1.
16. ALL SLOPES GREA7FR THAN 7HREE (3) FEET IN VER77CAL 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 EARTHWORK
RECOMMENDA770M FOR CLEARING AND GRUBBING REQUIREMENTS ON
SHEET 2 HEREIN.
18. AREAS 10 RECEIVE FILL (EXCEPT BUILDING PADS): REFER 70 SPECIFIC
EARTHWORK RECOMMENDA7701V FOR AREAS TO RECEIVE FILL
REQUIREMENTS ON SHEET 2 HEREIN.
19. RLL MA7ERIAL: REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR
FILL MA7ERIALS LAYERING AND REQUIREMENTS ON SHEET 2 HEREIN.
20. ALL FILL TO BE COMPACTED TO A MIN/MUM OF NINETY (90X) PERCENT
MAXIMUM DENSITY AS DE7ERMINED BY APPROVAL METHOD PER APPENDIX
J OF THE CURRENT CALIFORNIA BUILDING CODE AND CER77FIED BY TESTS
AND REPORT FROM SOILS ENGINEER.
21. ENGINEERED RLL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6)
INCHES IN COMPACTED 7HICKNESS BROUGHT TO NEAR 774E OP77MUM
MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WIN
EFFEC77VE COMPAC77ON AND SOIL STABILITY, AND COMPACTED TO 90% OF
THE MAXIMUM DENSITY PER ASTM 01557-78, UNLESS SPECIFIED
07HERWISE. COMPAC71ON SHALL BE CERTIFIED BY TESTS AND REPORT
FROM 7HE SO/LS ENGINEER.
22. FACES OF ALL CUT AND RLL SUES SHALL BE PLAN7ED W 7H A
GROUND COVER INDIGENOUS TO 7HE AREA AND MAINTAINED AGAINST
EROSION.
23 EAR7HWIORK QUAN7777ES ARE BASED ON 771E FREE FLOATING CONCRETE
SLAB /N GRADE PER THE SOILS REPORT (NOTE 1).
QUAN7777ES FOR EARTHWORK
CUT - CU. YD. 85,852
FILL - CU. YD. 87,582
IMPORT - CU. YD. 36,541
SHRINKAGE FACTOR OF 30X WAS USED
IMPORT TO BE RECEIVED FOR TRACT 7257
QUAN7777ES ARE FOR GRADING PERMIT ONLY. 7HE ENGINEER MAKES NO
WARRANTY OF 7HE AN77CIPA7ED SHRINKAGE FACTOR. IN CASE OF
EXCESS OR SHORTAGE, 77-1E CONTRACTOR SHALL CONTACT THE
ENGINEER SO THAT ADJUSTJWENTS MAY BE MADE. THE CONTRACTOR
SHALL NOT USE THESE QUAN7171ES TO BASE HIS BID ON.
23. BUILDING PAD PREPARA7701V - REFER SPECIFIC RECOMMENDATION ON
SHEET 2 HEREIN,
24. PAVEMENT PREPARA71ON - REFER SPECIFIC RECOMMENDA77ON ON
SHEET 2 HEREIN.
25 AN OSHA PERMIT 1S REQUIRED WHEN WORKERS MUST EN7E'R TRENCHES
OR EXCAVATION FIVE (5) FEET OR DEEPER.
28. SUFFICIENT ACCESS TO THE EXIS77NG AND ABANDONED WELLS SHALL BE
MAINTAINED 1N ORDER FOR THE DIVISION OF GAS, OILS AND
GE07HERMAL RESOURCES (DIVISION) TO INVES77GATE THE CONDITION OF
7HE WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDONMEN7S
ARE REQUIRED, THE DIVISION SHALL FURNISH 7HE NECESSARY
SPECIFICA77ONS TO 7HE PROPERTY OWNER.
27. AT THE IN177AL CONSTRUCTION MEE77NG PRIOR TO GRADING AC771477ES,
ALL CONSTRUC77ON WORKERS MUST BE INFORMED AS TO 7HE SYMPTOMS
OF VALLEY FEVER.
GRADING NOTES CONTINUED
27. THE CONTRACTOR SHALL COMPLY WITH THE GUIDE FOR ASSESSING AND
M177GA77NG AIR QUALITY IMPACTS (GAMAQI), JANUARY 1Q 2002
REVISION, GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES
AS APPROVED AND RECOMMENDED FOR CONSTRUCTION AC7IV TIES
WITHIN 7HE SAN JOAQUIN VALLEY AS FOLLOWS.•
A. MAINTAIN ALL CONS7RUC770N EQUIPMENT AS RECOMMENDED BY
MANUFAC7URER MANUALS
B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS
OF TIME.
C. USE ELECTRIC EQUIPMENT FOR COIVSIRUC77ON WHENEVER POSSIBLE
IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT.
D. CURTAIL USE OF HIGH -EMITTING CONS7RUC77ON EQUIPMENT DURING
PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT
CONCEN7RA77ONS SUCH AS "SPARE-7HE-AIR" DAYS AS DECLARED
BY 774E SJVAPCD.
E. ENCOURAGE CONSTRUCT701V EMPLOYEES TO CARPOOL OR USE
SHUTTLE TO RETAIL ESTABLISHMENTS AT LUNCH.
2B PRIOR TO SITE GRADING, SUBDIVIDER SHALL HAVE A PRECONSTRUC770N
SURVEY CONDUCTED TO SEARCH FOR NA77VE KIT FOX DENS SURVEY
SHALL BE SUBMITTED TO 774E PLANNING DIRECTOR FOR REVIEW PRIOR
TO GRADING 7HE APPLICANT MAY BE SUBJECT TO SPECIAL
N071FICA7701V 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 NES77NG SEASON (FEBRUARY 7HROUGH
SEP7FMBER). IF CONSTRUCTION IS TO OCCUR DURING RAPTOR
NES77NGIBREEDING SEASON (FEBRUARY THROUGH SEP7FMBER) NO
CONS7RUC77ON AC77WTY SHALL TAKE PLACE WITHIN 500 FEET OF A
AC71VE NEST. TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE
REMOVED ONLY DURING NON -BREEDING SEASON (OCTOBER 7HROUGH
JANUARY)
30. 7HE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES
WHICH ARE NOT ADDRESSED IN THE MBHCP, INCLUDING THOSE
PROTECTED UNDER THE FEDERAL MIGRATORY BIRD 7REATY ACT,
SHOULD BE AVOIDED AND EVALUATED BY A QUAURED BIOLOGIST PRIOR
TO CONSTRUCTION. THE FISH & WILDLIFE SERVICE (USPHS) AND
CALIFORNIA DEPARTMENT OF FISH & GAME (CDFG) SHOULD BE NOTIFIED
OF PREVIOUSLY UNREPORTED PRO7EC7ED SPECIES ANY
UNAN77CIPA7ED TAKE OF PROTECTED WILDLIFE SHALL BE REPORTED
IMMEDIA TEL Y TO 774E CDFG AND USFMS
31. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED
DURING EXCAVA7701V AND GRADING AC771477ES ON-SITE, 774E
CONTRACTOR SHALL STOP ALL WORK AND THE DEVELOPER SHALL
RETAIN A QUALIFIED ARCHEOLOGIST TO EVALUATE 774E SIGNIFICANCE OF
774E FINDING AND APPROPRIA7E COURSE OF ACTION. SALVAGE
OPERA 7101V REQUIREMENTS IN APPENDIX K OF THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT GUIDELINES SHALL BE FOLLOWED AND
THE TREATMENT OF DISCOVERED NA77VE AMERICAN REMAINS SHALL
COMPLY W1774 STATE CODES REGULA71ONS OF THE AMERICAN HERITAGE
COMMISSION.
32. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY 71ME ON ANY
POR7701V OF THE PROJECT, WORK SHALL HALT AND 774E CORONER BE
N077FIED IMMEDIATELY (SECTION 7050.5 OF THE HEALTH AND SAFETY
CODE). IN 774E ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A
QUALIFIED ARCHAEOLOGIST AND 7HE LOCAL NA77VE AMERICAN
COMMUNITY SHALL ALSO BE NOHR£D.
33. 7HE CONTRACTOR SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR
POLLU71ON CONTROL DISTRICT (SJVAPCD) REGULA7701V 1111, DUST
CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING
GRADING AND CONSTRUC71ON PHASES. 174E M177GA77ON MEASURES TO
BE TAKEN ARE AS FOLLOWS.•
A. WA7ER EXPOSED SURFACES (SOIL) THREE- TIMESIDAY.
B. WATER ALL HAUL ROADS AT A MINIMUM OF THREE 71YES PER DAY.
C, REDUCE SPEED ON UNPAVED ROADS 70 LESS THAN 15 MILES PER
HOUR.
D. STABILIZE ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH
ARE NOT BEING AC77VELY U7IUZED FOR CONSTRUC7101V PURPOSES
USING WATER OR BY COVERING WI7H A TRAP, 07HER SUITABLE
COVER OR VEGETATIVE GROUND COVER.
E. CONTROL FUGITIVE DUST EMISSIONS DURING LAND CLEARING,
GRUBBING, SCRAPING, EXCA VA 770N, LEVELING, GRADING, OR CUT &
FILL OPERA7101VS WI7H APPUCA7701V OF WATER OR BY PRESOAKING.
F. WIEN TRANSPORTING MA7FR/ALS OFFS/7F, MAINTAIN A FREEBOARD
LIMIT OF AT LEAST SIX INCHES AND COVER OR EFFECTIVELY WET TO
LIMIT VISIBLE DUST EMISSIONS
G UMIT AND REMOVE 7HE ACCUMULA77ON OF MUD AND/OR DIRT FROM
ADJACENT PUBLIC ROADWAYS AT 77 -IE END OF EACH WORKDAY.
(USE OF DRY ROTARY BRUSHES IS PROHIBI7ED EXCEPT WHEN
PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT
VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY
FORBIDDEN).
H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING THE
ADDITION OR REMOVAL OF MA7ERIALS USING WA7FR.
I. REMOVE 7RACKOUT WHEN IT EX7FNDS 50 OR MORE FEET FROM THE
SITE' AT THE END OF EACH WORKDAY.
J. CEASE GRADING AC71 V171ES DURING PERIODS OF HIGH WINDS
(GREATER 7HAN 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 7HE PROJECT IS SUBJECT TO 7HE PROVISIONS OF THE NA7701VAL
POLLUTANT DISCHARGE ELIMINA77ON SYSTEM (NPOES), A "NO77CE OF
INTENT" (NOI) 70 COMPLY WIN THE 7ERMS OF 7HE GENERAL PERMIT
TO DISCHARGE STORM WATER ASSOCIATED WITH CONS7RUC7101V
AC7114TY (WQ ORDER NO. R5-2013-0153) MUST BE FILED WI7H STATE
WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE 7HE
BEGINNING OF ANY CONSTRUC71ON ACTIVITY. COMPLIANCE WITH 7HE
GENERAL PERMIT REQUIRES THAT A STORM WATER POLLU77ON PLAN
(SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE
AVAILABLE FOR PUBLIC INSPEC77ON DURING NORMAL CONSTRUC7701V
HOURS.
36. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLIC WORKS OEPAR7MENT FOR ANY WORK PERFORMED
WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED
BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED
ENGINEER'S ES7IMATE FOR 7HE WORK PERFORMED WITHIN 774E RIGHT OF
WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO
ISSUANCE OF A PERMIT.
37. ALL ONSITE UNPAVED ROADS AND OFFS17E UNPAVED ACCESS ROADS
SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WA7FR
OR CHEMICAL STABILIZERISUPPRESANT.
3& PAD IS GRADED FLAT AT ROUGH GRADING FINISHED GRADES WILL
INCORPORA7F A 1X SWALE 774AT WILL DIRECT DRAINAGE AWAY FROM
THE STRUC7URE AND TO 774E STREET
SEE TYPICAL LOT SWALE GRADING ON SHEET 1.
39. WASH OFF CONSTRUC71ON AND HAUL TRUCKS TO MINIMIZE 774E
REMOVAL OF MUD AND DIRT FROM 774E PRO,.ECT S17E.
40. DUST CONTROL
CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN
(DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A
COPY ON SITE AT ALL 71MESS, FOR THE DURA77ON OF CON7RACTOR'S
OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH
THE PROVISIONS OF SAID PLAN.
41. STORM WATER POLLUTION PREVEN77ON
CONTRACTOR SHALL OBTAIN A COPY OF 7HE STORM WATER POLLU77ON
PREVEN710M PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER,
AND SHALL KEEP A COPY ON S17E AT ALL 71MES FOR THE DURATION
OF CONTRACTOR'S OCCUPANCY OF 7HE 577E, CONTRACTOR IS REQUIRED
TO COMPLY WITH 7HE PROVISIONS OF SAID PLAN.
42. PALEON70LOGICAL MONITORING SHALL TAKE PLACE DURING
CONS 7RUC770M EXCA VA7701V AC77W77ES THAT RESULT IN EXCA VA7701VS
OF SIX FEET BELOW GROUND SURFACE OR GREA7ER WITHIN THE
PROJECT SITE. FOLLOWING ARE THE SPECIFIC MEASURES.•
A) ASSIGN A PALEONTOLOGICAL MONITOR, TRAINED AND EQUIPPED TO
ALLOW 774E RAPID REMOVAL OF FOSSILS WIN MINIMAL
CONSTRUCTION DELAY, TO 774E S17E FUL-71ME DURING THE
INTERVAL OF EAR7H-DIS7URBING AC77W77ES
B) SHOULD FOSSILS BE FOUND WITHIN AN AREA BEING CLEARED OR
GRADED, DIVERT EAR7H-DIS7URBlNG AC711477ES ELSEWHERE UN77L
THE MONITOR HAS COMPLETED SALVAGE. IF CONSTRUC770N
PERSONNEL MAKE 7HE DISCOVERY, THE GRADING CONTRACTOR
SHOULD IMMEDIATELY DIVERT CONS TRUC 7701V AND NO77FY THE
MONI TOR OF 7H£ FIND.
GRADING NOTES CONTINUED
C) PREPARE, IDENTIFY, AND CURATE ALL RECOVERED FOSSILS FOR
DOCUMENTATION IN 774E SUMMARY REPORT AND 7RANSFER TO AN
APPROPRIATE DEPOSITORY.
D) SUBMIT A SUMMARY REPORT 70 7HE CITY OF BAKERSFIELD.
7RANSFER COLLECTED SPECIMENS WITH A COPY OF REPORT TO
7HE REPOSITORY.
PALEONTOLOGICAL MONITORING DURING CONS7RUCTTON ACTIVITIES THAT
INVOLVE EXCA VA77ON ACTTKTIES OF SIX FEET BELOW GROUND SURFACE
OR GREATER ON 7HE PROJECT S1 TE WOULD REDUCE 7HE POTENTIAL
IMPACTS ON PALEON70LMCAL RESOURCES TO LESS 7HAN SIGNIFICANT.
43. THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO
MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS 7HE SIDEWALK FOR
THOSE AREAS OVER 2X
44. ALL WORK WILL STOP IMMEDIATELY IF ANY UNKNOWN ODOROUS OR
DISCOLORED SOIL OR 07HER POSSIBLE HAZARDOUS MATERIALS ARISE
DURING ANY PART OF 7H£ TFS77NG, GRADING, OR CONSTRUC7701V ON
THE PROJECT SITE
45 174E HANDLING AND STORAGE OF HAZARDOUS AND ACUTELY
HAZARDOUS MATERIALS SHALL BE RESTRICTED TO LESS 7HAN
7HRESHOLD PLANNING QUAN7177ES WITHIN 1,000 FEET OF SENS171VE
RECEPTORS WHICH INCLUDE RESIDEN77AL AREAS, SCHOOLS; DAYCARE
CENTERS, HOSPITAL, CONVALESCENT HOMES AND ORIER LARGE
IMMOBILE POPULA77ONS SENS177VE RECEP70RS SHALL NOT BE
APPROVED WITHIN ZONES OF CANCER RISK IDENTIFIED BY A HEALTH
RISK ASSESSMENT OF GREATER THAT 10 IN 1,00,00.
46. CONSTRUC770N AC77W71ES ASSOCIATED WITH DEVELOPMENT OF THE
PROXCT S17E WOULD BE REQUIRED TO BE IN CONFORMANCE WITH
SEC7701V 9.22.050 OF 7HE CITY OF BAKERSFIELD MUNICIPAL CODE
WHICH LIMITS CONSTRUCTION TO THE HOURS OF 6 A.M. TO 9 P.M. ON
WEEKDAYS, AND BET KEEN 8 A.M. AND 9 P.M. ON WEEKENDS, WHERE
CONSTRUCTION OCCURS LESS THAN 1,000 FEET FROM RESIDENCES.
47. CONSTRUC71ON EQUIPMENT SHALL BE EQUIPPED WITH MUFFLERS AND
MAINTAINED IN ACCORDANCE WITH 7HE EQUIPMENTS' FACTORY
SPECIF7CA77ONS DURING CONSTRUCTION ACTIVITIES, INE CONSTRUCTION
EQUIPMENT MUFFLER AND MAINTENANCE RECORDS SHALL BE ONSITE
INDEX OF SHEETS
SHEET TITLE
1. COVER SHEET
2. GRADING PLAN
3. GRADING PLAN
4. GRADING PLAN
t�
10
UIYL-WILL1 J
3
MATCH LINE -SHEET 5
�25
30
V77E�STING TET
/J
fi
VICINITY MAP
NO SCALE
PROJECT AREA: 37.57 ACRES
HCP AREA: 24.71 ACRES
TOTAL NO. OF LOTS = 57
NOTE:
NO OFF-SITE AREAS T01 BE USED
FOR STAGING, STOCKPILE,
EQUIPMENT STORAGE, ETC.
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
IVIL ENGINEER:
MCINTOSH & ASSOCIATES
2001 WHEELAN COURT
BAKERSFIELD, CA 93309
CONTACT PERSON - ROGER MCINTOSH
(661) 834-4814
BERRENDA MESA WATER DISTRICT
RECHARGE PONDS
r�
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:
TRACT
PHASES
ASSESSORS PARC
GRADING PERMIT
FOR
NO.
7255
1, 2, 3 & 4
EL NUMBER 523- 540- 01
NUMBER: 14- 4 00000 8 4
I0.5% MIN. SLOPE PIPE AT POSITIVE I
I 3" SMOOTH WALL GRADE TO DRAINAGE EMITTER. ANGLE PIPE TO
z - SURFACE
PVC PIPE (TYP.) -
(p----•--y-------Q----------
-------------- .............................................
I
Ll z
2%
PROPOSEDa. 0:1
a.
k
HOUSEI W
Iz
J ,
I- I 2%
W �
0-
0
'
Z
1
I0-
0.5%
0.5% MIN. SLOPE PIPE AT POSITIVE ANGLE PIPE TO-_)
j 3" DRAIN GRATE GRADE TO DRAINAGE EMITTER. SURFACE
ISEE DETAIL "A"
(TYP.)
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.
NOTE: TRACTS 7255, 7256 AND 7257
HAVE SAME OWNER AND WILL
BE GRADED SIMULTANEOUSLY.
STOCKDALE
FS
FINISH SURFACE
TC
T. 30 S.,
a
R. 26 E. ti%y
.MATCH LINE -SHEET 5
FLOWLINE
0
a
I is
CENTERLINE
I
FINISH CONCRETE
ELEV
ELEVATION
GB
GRADE BREAK
20
irPROJEC
T
E
S!ff
BVC
BEGIN VERTICAL CURVE EVC
END VERTICAL CURVE
HP
HIGH POINT
FG
w
SF
SQUARE FEET
EG
EXISTING (MOUND
POVC
MING
AVENUE
SCALE 1" = 200'
PIVC
POINT OF VERTICAL
INTERSECTION
IL Me IL
x
-
ASBUILT/AS-GRADED PAD ELEV.
-- -~ --
t
fp. 100.00
DIon
In
112
FL
PROPOSED CUTTER FLOWLINE ELEV.
Z
oo
�o
WHITE LANE
5
a
z
W
m
14 a
13
UTHERN PACIFIC
RAILROAD
VICINITY MAP
NO SCALE
PROJECT AREA: 37.57 ACRES
HCP AREA: 24.71 ACRES
TOTAL NO. OF LOTS = 57
NOTE:
NO OFF-SITE AREAS T01 BE USED
FOR STAGING, STOCKPILE,
EQUIPMENT STORAGE, ETC.
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
IVIL ENGINEER:
MCINTOSH & ASSOCIATES
2001 WHEELAN COURT
BAKERSFIELD, CA 93309
CONTACT PERSON - ROGER MCINTOSH
(661) 834-4814
BERRENDA MESA WATER DISTRICT
RECHARGE PONDS
r�
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:
TRACT
PHASES
ASSESSORS PARC
GRADING PERMIT
FOR
NO.
7255
1, 2, 3 & 4
EL NUMBER 523- 540- 01
NUMBER: 14- 4 00000 8 4
I0.5% MIN. SLOPE PIPE AT POSITIVE I
I 3" SMOOTH WALL GRADE TO DRAINAGE EMITTER. ANGLE PIPE TO
z - SURFACE
PVC PIPE (TYP.) -
(p----•--y-------Q----------
-------------- .............................................
I
Ll z
2%
PROPOSEDa. 0:1
a.
k
HOUSEI W
Iz
J ,
I- I 2%
W �
0-
0
'
Z
1
I0-
0.5%
0.5% MIN. SLOPE PIPE AT POSITIVE ANGLE PIPE TO-_)
j 3" DRAIN GRATE GRADE TO DRAINAGE EMITTER. SURFACE
ISEE DETAIL "A"
(TYP.)
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.
NOTE: TRACTS 7255, 7256 AND 7257
HAVE SAME OWNER AND WILL
BE GRADED SIMULTANEOUSLY.
THE BASIN, CATCH BASINS, AND STORM DRAIN SYSTEM WITHIN THE
PRIVATE TRACTS SHALL BE PRIVATELY MAINTAINED AND THE CITY
OF BAKERSFIELD WILL NOT ASSUME RESPONSIBILITY OVER THE
MAINTENANCE.
SLOP£ TQ DRAIN
3" SMOOTH WA_
PVC PIPE
z
1 /x
3" DRAIN GRATE
DETAIL "A" NO SCALE
PVC MITERED
DRAIN OUTLET
DETAIL "B" NO SCALE
ABBREVIATIONS
EP
22
FS
FINISH SURFACE
TC
1
23MATCH LINE
-SHEET 4
.MATCH LINE -SHEET 5
FLOWLINE
FF
FINISH FLOOR
I is
CENTERLINE
I
FINISH CONCRETE
ELEV
ELEVATION
GB
GRADE BREAK
OWS
DESIGN WATER SURFACE FG
FINISH GRADE
BVC
BEGIN VERTICAL CURVE EVC
END VERTICAL CURVE
HP
HIGH POINT
FG
FINISH GROUND
SF
SQUARE FEET
EG
EXISTING (MOUND
POVC
KEY MAP
CURVE
SCALE 1" = 200'
PIVC
THE BASIN, CATCH BASINS, AND STORM DRAIN SYSTEM WITHIN THE
PRIVATE TRACTS SHALL BE PRIVATELY MAINTAINED AND THE CITY
OF BAKERSFIELD WILL NOT ASSUME RESPONSIBILITY OVER THE
MAINTENANCE.
SLOP£ TQ DRAIN
3" SMOOTH WA_
PVC PIPE
z
1 /x
3" DRAIN GRATE
DETAIL "A" NO SCALE
PVC MITERED
DRAIN OUTLET
DETAIL "B" NO SCALE
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
OWS
DESIGN WATER SURFACE FG
FINISH GRADE
BVC
BEGIN VERTICAL CURVE EVC
END VERTICAL CURVE
HP
HIGH POINT
FG
FINISH GROUND
SF
SQUARE FEET
EG
EXISTING (MOUND
POVC
POINT ON VERTICAL
CURVE
PIVC
POINT OF VERTICAL
INTERSECTION
x
®
ASBUILT/AS-GRADED PAD ELEV.
-- -~ --
EXISTING GROUND CONTOUR
fp. 100.00
PROPOSED PAD
ELEV.
FL
PROPOSED CUTTER FLOWLINE ELEV.
X61
EXIST. TOP OF CURB ELEV.
- _ -- EXIST. GUTTER FLOWLINE ELEV.
PROPOSED LANDSCAPE ELEV.
E
k-
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 3
DRAIN GRATE
3" SMOOTH WALL
PVC PIPE•-�,
GRADE
M 7 & PROPOSED FINISHED GRADE
0.315x DIRECTION AND PERCENT OF SLOPE
FOR DRAINAGE
CURB AND GUTTER
is* Mal (TrP�
18' " (nip.)
EXIST. 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
TRACT BOUNDARY
PHASE UNE
MATCH LINE
CnaN �rmt
- - - - - - A SECTION LINE
DIG ALERT
Call: TOLL FREE
1-800-227-2600
AT LEAST M DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
nnn
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Ld
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EASEMENT PER DOC. NO. 0205174822
EASEME4T PER DOC - NO -0205174,823-0.11 ------- ---- ------
OR -
02052614V 8 ,
-S- EAsajtNf'
-CES
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-PER-_ DOC. NO. 0206107906,6,R.
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TRACT BOUNDARY
P
NDARY
-4
,
020j,
- ----- ---- -
EX. DIRT LEVE
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EX. TOE OFSLOPE
7
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
OWS DESIGN WATER SURFACE FG FINISH GRADE
BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE
HP HIGH POINT Ve,
FG FINISH GROUND
SF SQUARE FEET EG EASING GROUND
POVC POINT ON VERTICAL CURVE
PIVC POINT OF VERTICAL INTERSECTION
ASBUILT/AS-GRADED PAD ELEV.
EASTING GROUND CONTOUR
fP 100.00 PROPOSED PAD ELEV.
Isull L PROPOSED GUTTER FLOWLINE ELEV. /v
FAST TOP OF CURB ELEV.
EAST GUTTER FLOVKJNE ELEV.
PROPOSED LANDSCAPE ELEV.
PROPOSED FINISHED GRADE
ajim DIRECTION AND PERCENT OF SLOPE
FOR DRAINAGE
CURB AND GUTTER
EAST. CURB AND GUTTER
CENTERLINE OF STREET
PROPERTY LINE / RIGHT-OF-WAY
— — — — — — — — — — — PAD COMPACTION LIMITS
STORM DRAIN
lir Mm (Typ.) TYPE "A" CATCH BASIN WITH 3.5' WIDE
OPENING UNLESS OTHERWISE NOTED
m 0 TRACT BOUNDARY
am MINOR OXAMM, ammam om PHASE LINE
MATCH LINE
LEM SCALE: 1 = 50'
' �""� � - '�' 'A
SECTION LINE 50 25 0 50 100
SECTM 5 UnIM
.65
J 2 FS
4
MATCH LINE SEE SHEET 4
Ile'
J57 &
MING AVENUE
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PROPOSED
MEANDERING PROPOSED
SIDEWALK CURB do GUTTER
PA
N
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I
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U.1 LANE W I LANE
o N ( PROPOSED
114- 0.6' A.C. PAYING
r I
0' NOSC PROPOSED
MEDIAN CURB L1t GUTTER
ROUGH GRADE LINE
A SECTION
4 GATED ENTRANCE PEMBERLEY PASSAGE AVE.
SCALE 1'=10'
113'
_I_
w
z
0
1
46'
29'
LANDSCAPE LOT WITH
5' SIDEWALK
2% MIN. MIN 6' WALL
4:1 _MAX.
PROPOSED
MEANDERING
SIDEWALK
PA
=� 5'
I 26.5'
24'
NO PARKING
6' l 12'
1
24'
NO PARKING
20'
AV
LANDSCAPE
1 5' M
I'
Pna.
LANDSCAPE LOT,
MIN. 6 INA"
WITH 10'
LANE
PROPOSED
TRAIL
LANE z
LOT WITH 5
MIN. 6' WALL
I
MEANDERING
o
aZ
*j
SIDEWALK
I,
2.0'
M\N
2" MAX•
TRAIL
296 MIN. 2.0'
4:1 MAX.
0.6
1I5o
c m
PROPOSED ti
A.C. PAYING
22
2.02X MIN.
4:1 MAX.
2.O
z
f .M!N
FINISH PAD 2
FS FINISH SURFACE
TC TOP OF CONCRETE
I 5'
1 7'
FF FINISH FLOOR
18'
FC FINISH CONCRETE
18'
EXISTING
z
a
PROPOSED
TRAIL
I SIDE-
LANDSCAPE
18' LANDSCAPE MEDIAN
LANE
WI
LANE
I
- GROUND
- - --
[
INTERSECTION
1 WALK
PROPOSED
VROUGH
EXISTING GROUND CONTOUR
cn
PROPOSED PAD ELEV.
PROPOSED
PROPOSED 5'
I
2.0'
CURB do GUTTER
GRADE LINE
to 12'
CURB & GUTTER
MEANDERING
SIDEWALK
PROPOSED LANDSCAPE ELEV.
2%�
PROPOSED FINISHED GRADE
B SECTION
29L
DAYLIGHT TO EXISTING GROUND
FOR DRAINAGE
PROPOSED
4 HOVINGHAM DRIVE
1 5' 1 7'
18'
20' MEDIAN 1 18'
7 5' 1
/
SCALE 1'-1 V
''
a w
PA
w
12" ovERExcAVanoN
'
PA
Z
_
1% MIN
I z
SIDE- LANDSCAPE PARKING
LANE
96' RIGHT-OF-WAY
z I z
PARKING � LANDSCAPE SIDE- MIN•
(SEE GRADING NOTES)
N -
FINISHED PAD
48'
z WALK AREA o
= j ``
48'
1%
o AREA WALK z SOP E
`` 2.x0' j = 2.0' V TES
FINISHED PAD
. ,; . ,, ;
19.5'
24'
4.5
10.5' 24'
WI I -
13.5'
I
LANDSCAPE LOT
10,ANDERING
w
2%
I
I<Z
I 2
LANDSCAPE LOT
WITH 5' SIDEWALKMIN.
"
6 WALL
MEWITH
NO PARKING
LANE
W
c�i
NO PARKING
LANE
PROPOSED PROPOSED
SIDEWALK
CURB do GUTTER
A.C. P NG PROPOSED
ROUGH GRADE UNE AT
TRAIL
PROPOSED
0.6'
I m
o
``
O.7 BELOW TOP OF CURB
2.0'
MIN. 6' WALL 2.0'
2% MIN.
A.C. PAVING
2%
�,
2-
2.0'
296 MIN.
4:1 MAX.
f .
4:1 MAX.
qX
PROPOSED PROPOSED
15' LANDSCAPE MEDIAN
PROPOSED
PROPOSED
TRAIL CURB do GUTTER
ROUGH GRADE LINE CURB & GUTTER
SIDEWALK
C SECTION
¢ HOVINGHAM DRIVE
SCALE f=10!
12" OVEREXCAVATION-
(SEE GRADING NOTES)
FINISHED PAD
15' PAD
COMPACTION LIMITS
12'
5'
z 1 7
A
t1gtN w I SIDE- LANDSCAPE
SCONE z_ WALK AREA
VARIES
PROPOSED -" PROPOSED
SIDEWALK CURB & GUTTER
12'
60' RIGHT-OF-WAY
18' 18'
W1
IG LANE w I LANE
cn
12' `-I 12'
PROPOSED
A.C. PAVING
ROUGH GRADE UNE AT
0.7' BELOW TOP OF CURB
D SECTION
4 LOCAL STREET
SCALE 1 "=10'
60' RIGHT-OF-WAY
PROPOSED-' PROPOSED
SIDEWALK CURB & GUTTER
LEGEND
ABBREVIATIONS
EP EDGE OF PAVEMENT
FS FINISH SURFACE
TC TOP OF CONCRETE
I 5'
1 7'
FF FINISH FLOOR
18'
FC FINISH CONCRETE
18'
EXISTING
z
a
BVC BEGIN VERTICAL CURVE EVC END VERTICAL. CURVE
I SIDE-
LANDSCAPE
w
igIvAl
LANE
WI
LANE
I
- GROUND
- - --
4.1 z__
INTERSECTION
1 WALK
AREA
o
``
EXISTING GROUND CONTOUR
cn
PROPOSED PAD ELEV.
, -.SUPE 2.0'
PROPOSED GUTTER FLOWLINE ELEV.
I
2.0'
12'
to 12'
.-
PROPOSED LANDSCAPE ELEV.
2%�
PROPOSED FINISHED GRADE
� 296
29L
DAYLIGHT TO EXISTING GROUND
FOR DRAINAGE
PROPOSED
PROPOSED-' PROPOSED
SIDEWALK CURB & GUTTER
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
OWS DESIGN WATER SURFACE FG FINISH GRADE
BVC BEGIN VERTICAL CURVE EVC END VERTICAL. CURVE
HP HIGH POINT
FG FINISH GROUND
SF SQUARE FEET
EG EXISTING GROUND
POVC POINT ON VERTICAL
CURVE
PIVC POINT OF VERTICAL
INTERSECTION
x ®
ASBUILT/AS-GRADED PAD ELEV.
C1101I LEM
EXISTING GROUND CONTOUR
FP. 100.00
PROPOSED PAD ELEV.
SECTION IS WCATEo
PROPOSED GUTTER FLOWLINE ELEV.
:.
EXIST. TOP OF CURB ELEV.
EXIST. GUTTER FLOWYUNE ELEV.
.-
PROPOSED LANDSCAPE ELEV.
-7-F-L
PROPOSED FINISHED GRADE
0.315.3'
DIRECTION AND PERCENT OF SLOPE
12'
FOR DRAINAGE
A.C. PAYING
ROUGH GRADE UNE AT
0.7 BELOW TOP OF CURB
-R'lllilliIII SECTION
4 LOCAL STREET
SCALE 1 "=10'
15' PAD
COMPACTION LIMITS
12'
7' 5'
w Z
PARKING o LANDSCAPERWDA ( z 1% MIN.
PROPOSED PROPOSED
CURB & GUTTER SIDEWALK
15' PAD
COMPACTION LIMITS
12'
7' 5' 1 z
FINISH PAD
•12" OVEREXCAVATION
(SEE GRADING NOTES)
04
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CURB AND GUTTER
MEDIAN
EXIST. CURB AND GUTTER
- -
- CENTERLINE OF STREET
- - - - -
- - - PROPERTY LINE / RIGHT-OF-WAY
- - - - - - -
- - - - PAD COMPACTION LIMITS
ts' DRAIN (T�•) -0
STORM DRAIN
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TYPE "A" CATCH BASIN WITH 3.5' WIDE
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80' RIGHT-OF-WAY
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COMPACTION LIMITS
COMPACTION LIMITS
z
12'
12'
a
1 5' 1 7'
18'
20' MEDIAN 1 18'
7 5' 1
/
12" OVEREXCAVATION
''
a w
w
12" ovERExcAVanoN
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(SEE GRADING NOTES)
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_
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LANE
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CURB IC GUTTER PROPOSED
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NOTE: ALL RETAINING WALLS
•�/ � � � 36.£61 FS • � - '" �x �' �o --�''` / � � //� ����� � FINISH PAD
EXISTING � �
REQUIRE SEPARATE PERMIT.
,,--�� FINISH PAD GROUND - - -
r'r'/ F FINISH PAD
1 2
SECTION
K SECTION
BACK OF LOTS
.. /. 5 BACK OF LOT AT TRACT BOUNDARY
�/ v ELEVATION DIFFERENCE OF 0.3 FT. OR GREATER
.. -7 'y .�� - - �- SCALE 1 "=10' ELEVATION DIFFERENT OF 0.FT. OR GREATER
R 110'-128' RIGHT-OF-WAY RAN
1 WIDTH VARIES
P/L I VARIES 4' TO 14' SLOPE EASEMENT PER
25' 101 I VARIES 48' TO 80' 44'-48' 1 SEPARATE DOCUMENT 1
I 3'-T 1
7' VARIES 41' TO 73' 41' 13'
SCALE: 1 = 50' MIN. 6' WALL I F- W FUTURE LANDSCAPE
50 25 O 50 100 I z w l 1 z AREA WITH 10'
CONTRACTOR TO MAINTAIN MULTI-PURPOSE TRAIL
LANDSCAPE LOT WITH o 'A LANE of EXISTING
J 10' MULTI-PURPOSE LANDSCAPE EXISTING LEVEE ELEVATION elI ,� a TERRAIN I
c 2' 1 AREA 0.95 THROUGH OUT CONSTRUCTION 2 1 1
a 1 PROPOSED TRAIL 2' I FUTURE MEDIAN
A.C. PAVING EXIST. LEVEE
�
DYKE CURB MqT SC - - ^ ` ` "- z - - x SLOPE \ �H �°cr FUTURE IMPROVEMENTS �- MATCH EXIST.
LEGZ/ PROPOSED OSED ROUGH GRADE UNE/1- EXIST. GROUND
ABBREVIATIONS - -- - - - - --- - - - - - - - - - TRAIL - EXIST. GROUND -CURB GUTTER - --------------------------------- �-
EP EDGE OF PAVEMENT FS FINISH SURFACE FINISH PAD
TC TOP OF CONCRETE OE OVER -EXCAVATION
_ ,�� ���� F SECTION
FL FLOWUNE FF FINISH FLOOR
5 MING AVENUE
CL CENTEI6JNE FC FINISH CONCRETE SCALE 1"=10'
ELEV ELEVATION GB GRADE BREAK
DWS DESIGN WATER SURFACE FG FINISH GRADE R/W R/W NORTH SIDE
BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE 110' RIGHT-OF-WAY
HP HIGH POINT FG FINISH GROUND PA
SF SQUARE FEET EG EXISTING GROUND 25' 1 10'-25' 1 48' I Q.
POI POINT ON VERTICAL CURVE L 7' 41' 7' 1 7 41' 7'
PIVC POINT OF VERTICAL INTERSECTION
MIN. 6' WALL
• ® ASBUILT/AS-GRADED PAD ELEV. FINISH PAD
CONTRACTOR TO MAINTAIN }
EXISTING GROUND CONTOUR LANDSCAPE LOT WITH
I LANDSCAPE 2' N I EXISTING LEVEE ELEVATION LANDSCAPE I
EXISTING
10' MULTI-PURPOSE
2' AREA �' THROUGHOUT CONSTRUCTION AREA TERRAIN
FP -100.00 PROPOSED PAD ELEV. a TRAIL 1 0.95' PROPOSED i
a 1 2.0' A.C. PAVING �-
�61 PROPOSED GUTTER FLOWUNE ELEV.2% --� I _ 29G '
- - �- - - - _ - - - - - - -2_ X EXIST. LEVEE -
EXIST. TOP OF CURB ELEV.PROPOSED TRAILPROPOSED 1 MAr�' 00, - _ - - /YFUTURE IMPROVEMENTS
EXIST. GUTTER FLOWUNE ELEV.ELEV.- - - - - - - - - - EXIST. GROUND - - - - - CURB & GUTTER - - - - - - - - - -ROUGH GRADE UNE - - -
--- - - - -
j� PROPOSED LANDSCAPE ELEV. FINISH PAO
G SECTION
F PROPOSED FINISHED GRADE 5 MING AVENUE
SCALE 1"=10'
0.315' DIRECTION AND PERCENT OF SLOPE
FOR DRAINAGE
CURB AND GUTTER R R/W
110' RIGHT-OF-WAY
--- - T.-_-_--.- ---------- - -- - - 10'-25' 25' EXIST. CURB AND GUTTER PA
-- -- - - - --- ----- -- -- -- - - - VARIES 55' TO 61' I �.
CENTERLINE OF STREET I i 1 n
7' t25' VARIES 23' TO 29' 7' 7' 41' 7'
- - - - - - - - PROPERTY LINE / RIGHT-OF-WAY MIN. 6' WALL
La MIN. 6' WALL -- ,H
-- - - - - - - - - - - PAD COMPACTION LIMITS z I z h
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--0 STORM DRAIN I LANDSCAPE o ,� y I EXISTING
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w w ' 0.95' I.0'
�8' ORw� �'� TYPE A CATCH BASIN WITH 3.5 WIDE a I 2.0' PROPOSED
OPENING UNLESS OTHERWISE NOTED 2%_ I A.C. PAVING 21f__
- - t - -
. �� .. .. TRACT BOUNDARY ,•
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PHASE UNE Z� PROPOSED PROPOSED EXISTING PAVEMENT MEDIAN
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_ FINISH PAD EXIST. GROUND - - - - �- '' ROUGH GRADE UNE
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ELEVATION DIFFERENCE OF 0.3 FT. OR GREATER
SCALE 1 "-10'
Pt
1
M SECTION
5 BACK LOT TO SIDE LOT
ELEVATION DIFFERENCE OF 0.3 FT. OR GREATER
SCALE 1"=10'
PROVIDED VOLUME: 0.25 AC -FT
AREA: 85'x85'x1.5' - 10837.5 CU. FT.
VOLUME PROVIDED: 10837.5 CU. FT. / 43560 = 0.25 AC -FT
REQUIRED VOLUME: 0.24 AC -FT
AREA: 1.65 ACRES C: 0.95
VOLUME REQUIRED: 0.15 x (0.95 x 1.65) = 0.24 AC -FT
N SECTION
5 TEMPORARY SUMP
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