HomeMy WebLinkAbout1.7-6520 Ph 21. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN AND SHALL CONFORM WITH APPENDIX CHAPTER
33 OF CALIFORNIA BUILDING CODE AND. STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL ENGINEERING
INVESTIGATION PREPARED BY KRAZAN & ASSOCIATES, INC., DATED SEPTEMBER 5, 2017 AND SIGNED BY RYAN PRIVET
SHALL BE MADE A PART HEREON.
2. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISH GRADE.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING THE PAD AND PAVING AREAS TO WITHIN 0.1 FOOT OF
SUBGRADE. IF SUCH AREAS SHOULD BE FOUND TO BE MORE THAN 0.1 FOOT FROM THE DESIGN SUBGRADE ELEVATION
AFTER COMPLETION OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT HE GRADING AT NO COST TO THE
OWNER.
4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE
OBTAINED FROM CITY OF BAKERSFIELD FOR WORK TO BE DONE IN THE CITY RIGHT-OF-WAY.
5. UPON COMPLETION OF GRADING AND BEFORE TO START OF CONSTRUCTION, A FINAL SOILS REPORT COVERING THE
SITE PREPARATION AND GRADING SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING DEPARTMENT BY THE SOILS
ENGINEER.
6. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THIS PROJECT, IT IS THE RESPONSIBILITY OF
THE OWNER OR THE GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK.
7. ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN ACCORDANCE WITH APPENDIX
CHAPTER 33 OF CALIFORNIA BUILDING CODE. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL
DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS
PURVIEW.
8. DUST CONTROL:
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREVENT A DUST NUISANCE FORM ORIGINATING FROM THE SITE OF
WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. CONTRACTOR SHALL
OBTAIN A PERMIT FOR MITIGATION OF DUST FROM THE SAN JOAQUIN UNIFIED AIR POLLUTION CONTROL DISTRICT.
CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF SAID PERMIT. PREVENTATIVE MEASURES TO BE TAKEN BY THE
CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:
A. WATER SHALL BE APPLIED TO ALL UNPAVED AREAS AS REQUIRED TO PREVENT THE SURFACES FROM BECOMING DRY
ENOUGH TO PERMIT DUST FORMATION.
B. PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC IS PERMITTED TO TRAVEL SHALL BE KEPT FREE OF DIRT.
9. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR
TO BEGINNING OF ANY WORK. CALL U.S.A. (1-800-277-2600) PRIOR TO ANY CONSTRUCTION OR EXCAVATION.
10. THE SOIL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE PREPARATION OF THE NATURAL GROUND
AND THE PLACEMENT AND COMPACTION OF THE FILL TO BE SATISFIED THAT THE WORK IS BEING PERFORMED IN
ACCORDANCE WITH THE PLAN AND APPLICABLE CODE REQUIREMENTS.
11. EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE
ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
12. DURING GRADING, REASONABLE SEARCHING SHALL BE PERFORMED FOR CONCEALED SUBSURFACE OBSTRUCTIONS.
ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS
OUTSIDE THE PROJECT LIMITS, THE PIPING SHOULD BE REMOVED WITHIN 'THE PROJECT AND PROPERLY CAPPED AT THE
PROJECT BOUNDARY.
13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT
SHALL APPLY CONTINUOUSLY THROUGHOUT THE PROJECT AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE
CONTRACTOR-. SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS, PROJECT, WITH THE
EXCEPTION OF LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
14. THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONLY ONCE BY THE OWNER AND ALL RESTAKING OR
REMARKING SHALL BE DONE AT THE EXPENSE OF THE CONTRACTOR.
15. ALL ONSITE OR OFFSITE OBSTRUCTIONS SHALL BE REMOVED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
16. ANY EXISTING- IMPROVEMENT OR UTILITY REMOVED, DAMAGED OR UNDERCUT BY THE CONTRACTOR'S OPERATIONS
SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE ENGINEER AND APPROVED BY THE CITY OF BAKERSFIELD AT
THE CONTRACTOR'S EXPENSE.
17. FALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.
18. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE SOILS ENGINEER. THE SOILS
ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO PLACING OF
ANY FILL MATERIAL.
19. THE SITE SHALL BE CLEARED OR GRUBBED OF ALL VEGETATION, INCLUDING ROOTS, LOOSE FILL, TRASH AND OTHER
DELETERIOUS MATERIALS ANY HOLES OR VOIDS LEFT AFTER THE REMOVAL OF TREES, ROOTS, SEPTIC TANKS, ABANDONED
FOUNDATIONS, PIPELINES OR THE LIKE, SHALL BE FILLED AS REQUIRED BY THE SOILS ENGINEER.
20. FILL MATERIAL SHALL BE SUBJECT TO THE SOILS ENGINEER'S APPROVAL.
21. ALL FILL SLOPES SHALL NOT TOE CUT WITHIN 12 FEET HORIZONTALLY OF THE TOP OR EXISTING OR PLANNED CUT
SLOPES.
22. THE CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTION FACTOR OF 1.15. THE ENGINEER MAKES NO
WARRANTY EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. IF A DEFICIENCY OR AN
EXCESS OF SOILS ARISES, THE GRADING CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL
DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN THE CUT AND FILL.
23. THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL,
AFTER EXAMINING THE PLAN, SOILS REPORT AND THE SITE .TERRAIN, PREPARE HIS BID PRICE FOR THE PROJECT, BASED
ON HIS OWN EARTHWORK CALCULATIONS.
24. EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE COORDINATED WITH THE INSPECTOR AT THE TIME
OF GRADING.
25. IF THE CONTRACTOR IS IN DOUBT AS TO THE REMAINING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR
FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUIRES FOR AN
INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE .FOR THE PROJECT.
26. THE CONTRACTOR SHALL COORDINATE WITH THE INSPECTOR AND THE ENGINEER THE LOCATION OF THE BORROW
AREAS . (IF REQUIRED) PRIOR TO THE BEGINNING CONSTRUCTION.
27. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS
ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE
CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR .OTHER DOCUMENTS.
28. ANY TRENCHING TO BE DONE WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH
THE CITY STANDARD DETAIL S-22.
29. SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL.
30. IT IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS GRADING CONTRACTOR TO:
A. FAMILIARIZE THEMSELVES WITH THE FOREGOING RECOMMENDATIONS.
B. NOTIFY THE ENGINEER WHEN SITE PREPARATION BEGINS .AND BEFORE THE PLACEMENT OF FILLS.
C. INFORM THE ENGINEER IF ITEMS WHICH MIGHT EFFECT FOUNDATION STABILITY ARE ENCOUNTERED DURING EARTHWORK
OPERATIONS SO THAT THEY MAY BE TREATED UNDER HIS DIRECTION (THESE MIGHT INCLUDE BURIED TRASH OR
VEGETATION, PIPELINES, ABANDONED WELLS, OLD FILLS, ETC.).
31. FLOODING, JETTING OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT BE PERMITTED.
32. ANY ABANDONED WELLS ON THE PROPERTY DISCOVERED DURING GRADING SHALL BE ADEQUATELY CAPPED IN
ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY AND STATE ORDINANCES.
33. A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF ALL CUT AND FILL SLOPES TO PREVENT
RUNOFF FROM GOING OVER THE SLOPE. THE FACE OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND
COVER INDIGENOUS TO THE AREA.
34. UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL ENGINEERING INVESTIGATION, GROUND SURFACES TO RECEIVE
CONCRETE DRIVEWAYS AND BITUMINOUS PAVEMENT SHOULD BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF
TWELVE INCHES (12") BELOW THE EXISTING GROUND SURFACE IN AREAS TO BE FILLED.
COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE TO A MINIMUM OF NINETY-FIVE PERCENT (95%) OF THE
MAXIMUM DENSITY AS OBTAINED BY ASTM TEST METHOD D1557-78, METHOD A, AND SHOULD EXTEND TO A MINIMUM
DISTANCE OF TWO FEET (21 BEYOND THE OUTSIDE EDGES OF PAVEMENTS.
35. ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO NINETY
PERCENT (90%) DENSITY FOR A MINIMUM DISTANCE OF FIVE FEET (5) BEYOND THE OUTSIDE EDGES OF THE
FOUNDATIONS OF THE STRUCTURES.
THE DEPTH OF OVER EXCAVATION AND COMPACTION AND COMPACTION IN PAD AREAS SHALL BE ONE FOOT BELOW
EXISTING GROUND ELEVATIONS. RE -COMPACTION OF OVER -EXCAVATED MATERIAL SHALL BE AT LEAST NINETY PERCENT
(90%) OF MAXIMUM DRY DENSITY.
36. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURAL FILL
AND THE AREA SCARIFIED TO A DEPTH OF 6".
37. FILL AREA SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO SUPPORT FILL.
38. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6" IN COMPACTED THICKNESS AND COMPACTED AT
OPTIMUM MOISTER CONTENET BY APPROVED METHOD.
39. ANY FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY C.B.C. APPENDIX
CHAPTER 33 AND SO CERTIFIED BY TESTS AND REPORTS FORM SOILS ENGINEER.
40. UNAUTHORIZED CHANGES OR USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
LIABLE FOR, UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST
BE APPROVED BY PINNACLE CIVIL ENGINEERING, INC.
41. PURSUANT TO SECTION 3317.8 OF THE CALIFORNIA BUILDING CODE, IF THE CIVIL ENGINEER, THE SOILS ENGINEER,
OR THE ENGINEERING GEOLOGIST OF RECORD IS CHANGED DURING GRADING, THE WORK SHALL BE STOPPED UNTIL THE
REPLACEMENT HAS AGREED IN WRITING TO ACCEPT THEIR RESPONSIBILITY WITHIN THEIR AREA OF TECHNICAL
COMPETENCE FOR APPROVAL UPON COMPLETION FOR THE WORK. IT SHALL BE THE DUTY OF THE PERMITTEE TO NOTIFY
THE BUILDING OFFICIAL IN WRITING OF SUCH CHANGE PRIOR TO THE RECOMMENCEMENT 0 OF SUCH GRADING.
42. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE
STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY FILED WITH STATE WATER RESOURCES CONTROL BOARD IN
SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT
REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED CONTINUOUSLY CARRIED OUT,
AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS.
43. ANY OPEN STREET PERMIT SHALL BE OBTAINED FORM 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 ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF
WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
DESIGN EMINEER'S STATEMENT:
THIS PLAN AND SPECIFICATION WAS PREPARED UNDER MY DIRECTION AND TO THE BEST OF MY
KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND
DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR
OTHER REVIEW BOARD.
ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN
CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS
REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
HUNSAKER &ASSOCIATES IRVINE. INC.
9 ��q
ALIREZA NASHER, PROJECT MANAGER
RCE No. 59132, EXPIRES: 06/30/2019
rl. ".: '�y
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR
R. C,�NO. 61069
m
REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE
'07� 1//Li /19
REVIEWED BY: TRAFFIC ENGINEER DATE
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6520 21 LO 7
1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS
REPORT BY KRAZAN & ASSOCIATES, INC. DATED SEPTEMBER 7, 2017.
2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE
PLANS, SOILS REPORT, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW.
3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE.
4. SURFACE DRAINAGE TO BE ONE (11%) PERCENT MINIMUM TO APPROVED DRAINAGE FACILITIES, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL.
5. CIVIL ENGINEER, GEOTECHNICAL ENGINEER AND BUILDING OFFICIAL WILL BE NOTIFIED FORTY EIGHT (48) HOURS TO PLACING OF ANY FILL MATERIAL.
6. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER APPENDIX J
OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOILS ENGINEER,
7. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE
CONTENT BY AN APPROVED METHOD.
8. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURE FILL AND THE. AREA SCARIFIED TO A
DEPTH OF SIX (6) INCHES.
9. FACES OF ALL CUT AND FILL SLOPES TO BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION.
10. ALL CUT AND/OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL.
11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES.
12. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT AND
FILL SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT.
13. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE(5:1) SHALL BE KEYED AND BENCHED TO SUPPORT FILL.
14. ALL FILL SLOPES HSALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTAL OF THE TOP OF EXISTING AND/OR PLANNED SLOPES.
15. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN
EXISTING TERRAIN SLOPES TOWARD TOP OF CUT.
SCALE. 1"=200'
ESTIMATE OF QUANTITIES
NO
DESCRIPTION
QUAN.
UNIT
O
INSTALL SIDEWALK PER THE C.O.B. STD, ST -6
1,666
S.F.
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INSTALL 3" A.B.S. DRAIN PIPE (HALF PERFORATED)
20
LF.
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INSTALL CHAIN LINK GATE PER THE C.O.B. STD. D-13 (W=12')
1
.
DESIGNED BY:
REVISIONS ENGR. ( APPROV. ( DATE CHECKED BY:
DATE
BE 08/2018
DATE
BE 08/2018
DATE
BE 08/2018
A N,q S,y\<
No. 59132
Exp. 06/30/19
C10-
200 100 0 200 400
GRAPHIC SCALE: 1" =200'
LEGEND:
OINDICATES SHEET NUMBER
LEGEND OF ABBREVIATIONS &
SYMBOLS
T.C.
TOP OF CURB
--- (100) -__-
EXIST. CONTOUR
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FLOWLINE ELEV.
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SOILS DA TA:
BY Krazan & Associated Inc. KA Project No. 022-17090
DATED September 11, 2017
BY SE/ SOILS ENGINEERING, INC. File No. 05-11497
DATED December 1, 2005
BEARING = 2200 PSF
(LEVEL BACKFILL) EFP = 34 PCF
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SITE CLASS = D
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TM NOTES
CONST. SIDEWALK PER THE C.O.B. STD. ST -6
353.9 INSTALL J" A.B.S. DRAIN PIPE (HALF PERFORATE)
F G. INSTALL 6' CHAIN LINK FENCE PER THE C.O.B. STD.. D-12
.0% INSTALL CHAIN LINK GATE PER THE C.O.B. STD. D-13 (W=12')
DATE
DRAWN BY: BE 08/2018
DATE
DESIGNED BY: BE 08/2018
DATE
NO. DATE REVISIONS ENGR. APPROV. DATE CHECKED BY: -BE 08/2018
WORK REQUIRING SPECIAL INSPECTION FOR MASONRY
TYPE OF INSPECTION
CONTINUOUS
PERIODIC
TMS 402-13
VERIFY / CONFIRM PREMIXED MORTAR GROUT
CONCRETE AGGREGATE PER ASTM C 33
x
VERIFY SPECIFICATIONS FOR SIZE/TYPE OF MASONRY UNITS
6520.1 LOT 154
x
ACI 530-13
PLACEMENT OF MASONRY UNITS & CONSTRUCTION OF MASONRY JOINTS
HUN SAKE & ASSOCIATES
x
ASCE 5-13
(TABLE 1. 19.2)
PLACEMENT OF REINFORCEMENTS, SIZE & SPACING
o.
x
VERIFY CLEANOUTS, GROUT SPACE, CLEARANCES, CLEANLINESS & MORTAR PROJECTIONS
GRADE "N" HOLLOW UNIT BLOCK PER ASTM C 90, BLOCK TYPE,
x
VERIFY GROUT PLACEMENT
x
"SPECIAL INSPECTION IS, REQUIRED PER TABLE 1. 19.2 HEREON
BLOCK WALL, SPECIFICATIONS
CONCRETE. -
WDED# 5F15C381753 RISK LEVEL I
PORTLAND CEMENT PER ASTM C 150
()FESs/0
CONCRETE AGGREGATE PER ASTM C 33
I
f'c = 2500 PSI AT 28 DAYS.
6520.1 LOT 154
CEMENT TYPE 11 PER SOILS ENGINEER'S RECOMMENDATION
.REINF. STEEL:
HUN SAKE & ASSOCIATES
DEFORMED BILLET STEEL BARS PER ASTM A 615 GRADE 60
DETENTION BASIN GRADING PLAN
'CONCRETE BLOCK:
o.
f "m = 2000 PSI AT 28 DAYS
1 R V I N E I N C
•PLANNING
GRADE "N" HOLLOW UNIT BLOCK PER ASTM C 90, BLOCK TYPE,
COLOR AND /OR ARCHITECTURAL FINISH PER LANDSCAPE PLANS
"SPECIAL INSPECTION IS, REQUIRED PER TABLE 1. 19.2 HEREON
No. 59132 rri
Exp. 06/30/19
MORTAR:
TYPE "S PER ASTM C 270 f'c =1800 PSI
1 PART CEMENT
LO
112 PART LIME PUTTY
4 112 PARTS SAND
GROUT. -
CONFORMING TO ASTM C 476 f'c = 2000 PSI
�r civil_
1 PART CEMENT GROUT SHALL BE OF FLUID
3 PARTS SAND CONSISTENCY
2 PARTS PEA GRAVEL
LO
LO
NOTES
1. GROUT ALL CELLS SOLID.
2. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED GROUND OR
ryA
UNDISTURBED ENGINEERED COMPACTED FILL.
AUREZA HASHER RCE 59132 EXP. 6/30/2019CM
3., WALL SHALL BE LAID TRUE AND PLUMB.
4. PROVISIONS SHALL BE MADE FOR ADJOINING CONSTRUCTION.
5. ALL SPLICES SHALL BE 148 BAR DIAMETERS.
1 1111
6. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH
APPLICABLE SECTIONS OF THE 2016 CALIFORNIA BUILDING CODE,
13, 2018 11:03:07 AM FILE:
A.C.I. 530-13 AND A.C.I. STANDARDS 318-14.
7. ALL BARS SHALL BE BENT COLD.
8. CONTRACTOR SHALL VERIFY COMPATIBILITY OF DESIGN WITH
EXISTING CONDITIONS,, PRIOR TO PLACEMENT OF FOOTING STEEL.
9. CONTROL JOINTS SHALL BE PLACED AT ALL ANGLE POINTS, 8C,
EC AND AT A MAXIMUM 24' O.C. ALONG STRAIGHT OR CURVED
WALL SECTION.
LEGEND
EXISTING 6' PRECISION MASONRY BLOCK WALL
EXISTING. WOOD FENCE
PROPOSED 8` PRECISION MASONRY BLOCK WALL
II
'!N E0N EYN 86 8 PROPOSED 6' PRECISION MASONRY BLOCK WALL
PROPOSED 6 CHAIN LINK FENCE
Lu
< CN
LO
PROPOSED 5.5' WOOD FENCE
V) co
O
PROPOSED 10' WIDE CHAIN LINK GATE
V PROPOSED WOOD GATE
0
PPnPnqPn PPTAIAI/Alr. WALL
210 110 0 210 410
1
GRAPHIC SCALE: 1"=20'
WDED# 5F15C381753 RISK LEVEL I
()FESs/0
PREPARED BY:
I
TRACT NO.
6520.1 LOT 154
PROJECT NO.
x
�EZA Nq
F� ��
HUN SAKE & ASSOCIATES
DETENTION BASIN GRADING PLAN
PERMIT NO.
B1 7-XXXXXX-X
o.
1 R V I N E I N C
•PLANNING
No. 59132 rri
Exp. 06/30/19
ENGINEERING SURVEYING
Three Hughes Irvine, CA 92618 PH: )583-1010 FX: (949) 583-0759
SHMT
LO
�r civil_
1.7-6520 Ph 2
OF
LO
LO
QFCA
RECORDS NO.
2
�
AUREZA HASHER RCE 59132 EXP. 6/30/2019CM
a
1 1111
cr_
PLOTTED BY: Ben Eternadi DATE: Sep.
13, 2018 11:03:07 AM FILE:
F:\1017\Engineering\TR-6520-2\Grd-Precise\Detention Basin\SHT02.dwg