HomeMy WebLinkAbout6.9-219VICINITY MAP
NO SCALE
LEGAL DESCRIPTION:
PARCEL 1 OF PARCEL MAP No. 10235, RECORDED
DECEMBER 21, 2001, PARCEL MAP BOOK 52,
PAGE 39, OFFICE OF THE KERN COUNTY RECORDER.
SITE STATISTICS:
1. API 170-150-16
2. PARCEL SIZE: 6.00 ACRES
3. ZONING: M-1 LIGHT MANUFACTURING ZONE
4. FLOOD ZONE: "X" (PANEL 06029C2325E, DATED 9/26/2008). PROJECT AREA
DETERMINED TO BE LESS THAN THE 0.2% ANNUAL CHANCE OF FLOODING
5. SEWER: CITY OF BAKERSFIELD
6. WATER: WITHIN CALIFORNIA WATER SERVICE AREA BOUNDARY
7. DRAINAGE: IN CONFORMANCE WITH THE CITY OF BAKERSFIELD STANDARDS
GRADING & SITE IMPROVEMENT PLAN
BAKERSFIELD INDUSTRIAL 1
2921 MADISON STREET
C.U.P. 16-oo65
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BENCHMARK USED: Ivc��2' t�Il St�'e� Ivu_cDv-UI�U�,S I DESIGNATED REMA NDER
NATIONAL GEODETIC SURVEY (NGS) MENCH MARK (BM) I P.M. No. 10235
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DESIGNATED "V 364" C0f1S
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QUANTITIES:
THE QUANTITIES SHOWN BELOW ARE FOR GRADING PERMIT
PURPOSES ONLY, AND SHALL NOT BE USED FOR PROJECT
BIDDING. THE CONTRACTOR IS RESPONSIBLE FOR MAKING
HIS OWN ESTIMATE OF QUANTITIES FOR PROJECT BIDDING.
CUT 3,820 CYS
OVER—EXCAVATION 1,735 CYS
FILL 120 CYS
4" DECOMPOSED GRANITE OR 3/4" GRANITE 540 CYS
I
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VICINITY MAP
NO SCALE
LEGAL DESCRIPTION:
PARCEL 1 OF PARCEL MAP No. 10235, RECORDED
DECEMBER 21, 2001, PARCEL MAP BOOK 52,
PAGE 39, OFFICE OF THE KERN COUNTY RECORDER.
SITE STATISTICS:
1. API 170-150-16
2. PARCEL SIZE: 6.00 ACRES
3. ZONING: M-1 LIGHT MANUFACTURING ZONE
4. FLOOD ZONE: "X" (PANEL 06029C2325E, DATED 9/26/2008). PROJECT AREA
DETERMINED TO BE LESS THAN THE 0.2% ANNUAL CHANCE OF FLOODING
5. SEWER: CITY OF BAKERSFIELD
6. WATER: WITHIN CALIFORNIA WATER SERVICE AREA BOUNDARY
7. DRAINAGE: IN CONFORMANCE WITH THE CITY OF BAKERSFIELD STANDARDS
GRADING & SITE IMPROVEMENT PLAN
BAKERSFIELD INDUSTRIAL 1
2921 MADISON STREET
C.U.P. 16-oo65
BAKERSFIELD,LIF�01NIA
CL WATT
DRIVE
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CALL: 1-800-227-2600
�NNLX04�b*4 waiiOWN.
OR CALL 811 AT LEAST TWO
WORKING DAYS PRIOR
TO ANY CONSTRUCTION
I U
I i IU
1O COVER SHEET & PLAN SHEET INDEX
SII r�2 GENERAL NOTI=S & SPECIFICATIONS
O3 GENERAL NOTI-S & SPECIFICATIONS
II EXISTING RESIDENTIAL
®
G DETAILS AND YPICAL SECTIONS
5 GRADING & SI E IMPROVEMENT PLAN
®I l 1 CASA GRANDE ST. PRIVATE 0
■ )
■Il
� — -i- O6 STORM WATER/EROSION CONTROL DETAILS & NOTES
■ II x `.�... � �•�. 'w STORM WATER EROSION CONTROL PLAN
�, 1 �1 1
BENCHMARK USED: Ivc��2' t�Il St�'e� Ivu_cDv-UI�U�,S I DESIGNATED REMA NDER
NATIONAL GEODETIC SURVEY (NGS) MENCH MARK (BM) I P.M. No. 10235
s�c�l� �� t�1C Cil, P.M. 3K. 52, PG. 39
DESIGNATED "V 364" C0f1S
I
ELEVATION = 378.16 NAVD 1988 ORTHO HEIGHT i nQl
1 v.S eC 0 n .
QUANTITIES:
THE QUANTITIES SHOWN BELOW ARE FOR GRADING PERMIT
PURPOSES ONLY, AND SHALL NOT BE USED FOR PROJECT
BIDDING. THE CONTRACTOR IS RESPONSIBLE FOR MAKING
HIS OWN ESTIMATE OF QUANTITIES FOR PROJECT BIDDING.
CUT 3,820 CYS
OVER—EXCAVATION 1,735 CYS
FILL 120 CYS
4" DECOMPOSED GRANITE OR 3/4" GRANITE 540 CYS
I
CL EAST PLANZ ROAD
KEY MAP
SCALE: 1 " = 100'
Tha
Drcf r -;n s E pr o E, f. .. .;t.+.
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Appf__OVED BY
MBHCP COMPLIANCE NOTE: I CERTIFY UNDER PENALTY OF LAW, BASED ON
INFORMATION AND E17 -LIEF FORMED AFTER REASONABLE INQUIRY, THAT THE
SUBMITTED DOCUME[\TS ACCURATELY DEPICT THE PROPOSED URBAN DEVELOPMENT
AREA AND THAT THE STATEMENTS AND INFORMATION CONTAINED HEREIN ARE
TRUE, ACCURATE AND COMPLETE.
SURVEYOR/ENGINEER: MATHEW K. VOVILL
PRINTED NAME
W. D.I. D NO.: 5F15C378390
SIGNATURE
CITY RECORDS NO.
J03 No.,
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MBHCP COMPLIANCE NOTE: I CERTIFY UNDER PENALTY OF LAW, BASED ON
INFORMATION AND E17 -LIEF FORMED AFTER REASONABLE INQUIRY, THAT THE
SUBMITTED DOCUME[\TS ACCURATELY DEPICT THE PROPOSED URBAN DEVELOPMENT
AREA AND THAT THE STATEMENTS AND INFORMATION CONTAINED HEREIN ARE
TRUE, ACCURATE AND COMPLETE.
SURVEYOR/ENGINEER: MATHEW K. VOVILL
PRINTED NAME
W. D.I. D NO.: 5F15C378390
SIGNATURE
CITY RECORDS NO.
J03 No.,
16--747
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DWG NU,
747GP411,
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DATE.-
_(_'5/11/201
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SHEET
USF SHEETS
GENERAL NOTES:
1. 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 ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY
AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION.
3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY
THE CITY ENGINEER.
4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: THAT 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, EXCEPTING FOR LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
5. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO
ANY FURTHER WORK.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD
STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS, LATEST EDITION.
7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661) 326-3049.
8. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING, ETC.)
THAT ARE REMOVED, DAMAGED, OR UNDERCUT OR DO NOT MEET CURRENT CITY OF
BAKERSFIELD STANDARDS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE
INSPECTOR OF RECORD.
9. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION
AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE
COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND
PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL
CALL U.S.A. (UNDERGROUND SERVICE ALERT) 1-800-227-2600 AT LEAST TWO WORKING
DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION.
10. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND
SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE
SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF,
PRIOR TO FILING HIS BID PRICE FOR THE PROJECT.
11. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANTS 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.
12. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -27.
13. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER
AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE
COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE THE RESPONSIBILITY OF
THE CONTRACTOR.
14. LAV/PINNACLE ENGINEERING, INC. 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 LAV//PINNACLE ENGINEERING.
15. SEE UTILITY AND ARCHITECT'S IMPROVEMENT PLANS FOR OTHER IMPROVEMEN ; THAT ARE
PART OF THIS PROJECT.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES
OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION
OF THE ENGINEER AT THE CONTRACTORS EXPENSE.
17. FLOODING OR WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION.
18. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL
OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND DRAWINGS FOR
HIS USE. THESE STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS.
19. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH
THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH
CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER
2010 -0014 -DWG AND ORDER 2012-0006-DWQ) MUST BE 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. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C378390
HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT.
20. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE
SHALL BE 4:1, EXCEPT FOR TWO FEET BEYOND THE SIDEWALK WHERE THE MAXIMUM
SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND
THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO SIDEWALK.
GRADING NOTES:
1. ALL GRADING AND SITE PREPARATION S-IALL CONFORM TO THIS PLAN AND SHALL
CONFORM WITH APPENDIX J OF CALIFORIIIA BUILDING COIDE (CURRENT EDITION) AND
STANDARDS PERTAINING THERETO.
2. THE SOILS REPORT PREPARED BY KRAZAN AND ASSOCIATES, PROJECT NUMBER
022-16087, DATED OCTOBER 06, 2016, SHALL BE CONSIDERED A PART OF THESE PLANS,
AND ALL PROVISIONS THEREIN SHALL BE ADHERED TO. IN THE EVENT OF A CONFLICT
BETWEEN THESE PLANS, SPECIFICATIONS, SOILS REPORT, AND AGENCY STANDARDS, THE
MORE RESTRICTIVE SPECIFICATION SHALL APPLY.
3. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISH GRADE.
4. 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 ELL--VATION AFTER COMPLETION OF GRADING, THE
CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER.
5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION.
A PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE
PERFORMED IN THE CITY RIGHT-OF-WAY.
6. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL
SOILS REPORT COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED TO
THE ENGINEER AND BUILDING DEPARTMENT 13Y THE SOILS ENGINEER.
7. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THIS PROJECT, IT IS
THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY
PRIOR TO ANY FURTHER WORK.
8. ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN ACCORDANCE
WITH APPENDIX J OF CALIFORNIA BUILDING 'ODE. THE DESIGN ENGINEER SHALL EXERCISE
SUFFICIENT SUPERVISORY CONTROL DURIN7 GRADING AND CONSTRUCTION TO INSURE
COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW.
9. DUST CONTROL: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT A DUST
NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS
DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. 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 VEHI_-ULAR TRAFFIC IS PERMITTED TO TRAVEL
SHALL BE KEPT FREE OF DIRT.
10. 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. UNDERGROUND
ALERT (800) 227-2600 PRIOR TO ANY CONSTRUCTION OR EXCAVATION.
11. THE GEOTECHNICAL 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.
12. EXISTING UNDERGROUND LINES HAVE BEI -=N 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.
13. DURING GRADING, REASONABLE SEARCHING SHOULD BE FERFORMED 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.
14. 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 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT 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, EXCEPTING FOR LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
15. INTENTIONALLY LEFT BLANK.
16. ALL ONSITE OR OFFSITE OBSTRUCTIONS SHALL BE REMOVED BY CONTRACTOR AT
CONTRACTOR'S EXPENSE.
17. ANY EXISTING IMPROVEMENT OR UTILITY REMOVED, DAMAGED OR UNDERCUT BY
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE
ENGINEER AND APPROVED BY THE COUNTY OF KERN AT THE CONTRACTOR'S EXPENSE.
18. ALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.
19. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE
GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER, DESIGN ENGINEER, AND BUILDING
OFFICIAL SHALL BE NOTIFIED AT LEAST -8 HOURS PRIOR TO PLACING OF ANY FILL
MATERIAL.
20. THE SITE SHALL BE CLEARED AND GRUB 3ED OF ALL VEGETATION, INCLUDING ROOTS,
LOOSE FILL, TRASH AND OTHER DELETERIOUS MATERIALS. ANY HOLE OR VOIDS LEFT
AFTER THE REMOVAL OF TREES, ROOTS, SEPTIC TANKS, ABANDONED FOUNDATIONS,
PIPELINES OR THE LIKE, SHALL BE FILLED AS REQUIRED BY THE GEOTECHNICAL ENGINEER.
21. FILL MATERIAL SHALL BE SUBJECT TO THE SOILS ENGINEER'S APPROVAL.
22. ALL FILL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OF THE TOP OF
EXISTING OR PLANNED CUT SLOPES.
23. THE CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTION FACTOR OF 20%.
THE ENGINEER MAKES NO WARRANTEE EITHER DIRECT OR IMP_IED THAT THIS WILL BE THE
ACTUAL COMPACTION FACTOR. IF A DEFICIENCY OR AN EXCESS OF SOIL ARISES, THE
GRADING CONTRACTOR SHALL IMMEDIATE_Y CONTACT THE ENGINEER, WHO SHALL
DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT AND
FI LL.
24. 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 TH.E PROJECT, BASED ON HIS OWN EARTHWORK
CALCULATIONS.
25. EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE COORDINATED WITH THE
INSPECTOR AT THE TIME OF GRADING.
28. THE CONTRACTOR SHALL COORDINATE WIT' -1 THE SUBDIVIDER AND THE ENGINEER THE
LOCATION OF THE BORROW AREAS (IF REQUIRED) PRIOR TO BEGINNING CONSTRUCTION.
29. SEE ARCHITECT'S DETAIL SHEET FOR DETAILS NOT SHOWN ON THIS SHEET. ALSO SEE
ARCHITECT'S SITE PLAN FOR DIMENSIONS NOT SHOWN ON THIS PLAN.
30. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND
SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE
SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF,
PRIOR TO FILING HIS BID PRICE FOR THE PROJECT.
31. 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.
GRADING NOTES (CONT'D)
30. ANY I-RENCHING TO BE DONE WITHIN THE PROJECT SHALL BE BACKFILLED AND
COMPACTED IN ACCORDANCE WITH THE SOILS REPORT.
31. SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WA�I_D BY THE BUILDING
OFFICIAL.
32. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO (A) FAMILIARIZE THEMSELVES WITH
THE FOREGOING RECOMMENDATIONS, (B) NOTIFY THE ENGINEER WHEN SITE PREPARATION
BEGINS AND BEFORE THE PLACEMENT OF FILLS, AND (C) INFORM THE ENGINEER IF ITEMS
WHICH MIGHT EFFECT FOUNDATION STABILITY ARE ENCOUNTERE: IDURING EARTHWORK
OPERATIONS SO THAT THEY MAY BE TREATED UNDER HIS DIRECTION (THESE MIGHT
INCLUDE BURIED TRASH OR VEGETATION, PIPELINES, ABANDONED WELLS, OLD FILLS, ETC.)
33. FLOODING, JETTING, OR SIMILAR CONSOLIDATION METHODS OF CO)VIPACTION SHALL NOT
BE PERMITTED.
34. ANY ABANDONED WELLS ON THE PROPERTY DISCOVERED DURING GRADING SHALL BE
ADEQUATELY CAPPED IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY AND STATE
ORDINANCES.
35. A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF ALL CUT
AND FILL SLOPES TO PREVENT RUNOFF FROM GOING OVER THE _LOPE. THE FACE OF
ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO
THE AREA.
36. UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL ENGINE=ERING INVESTIGATION,
GROUND SURFACES TO RECEIVE CONCRETE DRIVEWAYS AND BITUMINOUS PAVEMENTS
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 NINETI'-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 (2') BEYOND THE OUTSIDE
EDGES OF PAVEMENTS.
37. 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 OVEREXCAVATION AND COMPACTION IN PAD AREAS SHALL BE ONE FOOT
BELOW EXISTING GROUND ELEVATION. RECOMPACTION OF OVER --EXCAVATED MATERIAL
SHALL BE TO AT LEAST NINETY PERCENT (90%) OF MAXIMUM DRY DENSITY.
38. 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".
39. FILL AREAS SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO SUPPORT
FI LL.
40. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6" IN COMPACTED
THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY ;6PPROVED METHOD.
41. ALL 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 FROM
SOILS ENGINEER.
42. UNAUTHORIZED CHANGES AND 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.
43. 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 OF THE WORK. IT SHALL BE
THE DUTY OF THE PERMITTEE TO NOTIFY THE BUILDING OFFICIAL IN WRITING OF SUCH
CHANGE PRIOR TO THE RECOMMENCEMENT OF SUCH GRADING.
PORTLAND CEMENT CONCRETE. CURBS & SIDEWALK'_
1. GENERAL
1.1: PORTLAND CEMENT CONCRETE FOR CURBS, GUTTERS, SIDEWALK, AND OTHER
"FLATWORK" SHALL CONFORM TO THE PROVISIONS OF SECTION 4: AND 90 OF THE STATE
OF CALIFORNIA STANDARD SPECIFICATIONS, EXCEPT AS OTHERWISE MODIFIED BY THESE
PLANS, SPECIFICATIONS, OR CONTRACT DOCUMENTS.
1.2: SEE ARCHITECT'S PLANS AND CONTRACT DOCUMENTS FOR STRUCTURAL CONCRETE, OR
CONCRETE FOR FOUNDATIONS.
2. CONCRETE
2.1 CLASS A: CLASS A CONCRETE SHALL HAVE A MINIMUM PORTLAND CEMENT CONTENT OF
564 POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRES_IVE STRENGTH OF 4,000
PSI IN 28 DAYS.
2.2 CLASS B: CLASS B CONCRETE SHALL A MINIMUM PORTLAND CEMENT CONTENT OF 500
POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI
IN 28 DAYS.
2.3 CLASS C: CLASS C CONCRETE SHALL HAVE A MINIMUM PORTLAND CEMENT CONTENT
OF 376 POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000
PSI IN 28 DAYS.
3. REINFORCING
WHERE REINFORCED CONCRETE IS REQUIRED, REINFORCING STEEL CONFORMING TO THE
APPLICABLE PROVISIONS OF THE STATE SPECIFICATIONS SHALL BE FURNISHED AND
INSTALLED.
4. CONCRETE IMPROVEMENTS
4.1: PORTLAND CEMENT CONCRETE SHALL BE CLASS B FOR CURB AND GUTTER, ADA
RAMPS, AND SIDEWALKS, AND CLASS A FOR CROSS GUTTERS, DRk'EWAY APPROACHES, AND
ANY OTHER CONCRETE IMPROVEMENT SUBJECT TO VEHICULAR TRAFFIC. CONCRETE SHALL
CONFORM TO THE REQUIREMENTS OF SECTION 90, "PORTLAND CEI)ENT CONCRETE", OF THE
STATE SPECIFICATIONS.
4.2: CROSS GUTTERS AND DRIVEWAY APPROACHES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH PROVISIONS OF SECTION 73, "CONCRETE CUF'13S AND SIDEWALKS", OF
THE STATE SPECIFICATIONS. DRIVE APPROACHES SHALL NOT 13E CONSTRUCTED WITHIN
TEN FEET OF CURB RETURNS, AS MEASURED FROM RETURN TO EDGE OF APPROACH,
UNLESS APPROVED BY THE CITY. EXPANSION JOINTS SHALL BE EIT'-IER (A) '/-INCH TO
1/2 -INCH PREMOLDED EXPANSION JOINT FILLER PER SECTION 51-1.12 OF THE STATE
SPECIFICATIONS, OR (B) 2 -INCH DEEP SCORED JOINT (WEAKENED PLANE, EXTRUSION
MACHINE ONLY).
4.3: ALL CONCRETE IMPROVEMENTS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE
STANDARD DETAILS. WHITE PIGMENTED CURING COMPOUNDS, CONFORMING TO ASTM C-309,
SHALL BE APPLIED TO ALL EXPOSED SURFACES OF CONCRETE IMPROVEMENTS TO PROVIDE
COMPLETE AND UNIFORM COVERAGE. CURING COMPOUND SHALL BE. APPLIED WITHIN 1 HOUR
OF CONCRETE FINISHING.
4.4: EXCAVATION, GRADING AND BACKFILLING BEHIND THE CLRB RETURNS, INCLUDING
GRADING OF PARKWAY, SHALL BE DONE IN ACCORDANCE WITH THE TECHNICAL
SPECIFICATIONS FOR EARTHWORK. ANY EXCAVATED MATERIAL NOT NEEDED FOR GRADING
OR BACKFILL, IN THE OPINION OF THE CITY, SHALL BE REMOVED FROM THE SITE OF
WORK AND DISPOSED OF AT THE EXPENSE OF THE OWNER.
4.5: THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL THE DESIGN OF
THE MIX PROPOSED FOR USE. SAID MIX DESIGN SHALL SET FOFTH WEIGHTS OF CEMENT,
SAND, COARSE AGGREGATE AND WATER TO BE USED TOGETHER WITH A GRADING
ANALYSIS OF SAND AND COARSE AGGREGATE. THE SOURCE 0� SUPPLY OF MATERIALS
ENTERING INTO THE MIX SHALL ALSO BE GIVEN. THE MIX DESIGN SHALL BE APPROVED BY
THE ENGINEER PRIOR TO PLACING ANY CONCRETE.
4.6: IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, INSTALL REBAR DOWELLS WHEN
NEW PC CONCRETE IS SHOWN TO JOIN EXISTING PC CONCRETE.
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ASPHALT CONCRETE PAVING NOTES:
1. ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE "A' (MODIFIED) FOR ALL
ARTERIAL AND COLLECTOR STREETS AND TYPE "B" (MODIFIED) FOR LOCAL STREETS
AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "AS -:)HALT CONCRETE," OF
THE STANDARD SPECIFICATIONS AND THESE PROVISIONS.
2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR
TYPE "A" (MODIFIED) OR TYPE "B" (MODIFIED) ASPHALT CONCREI-E SHALL CONFORM TO
THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD
SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING.
3. ASPHALT BINDER FOR TYPE "A" (MODIFIED) ASPHALT CONCRET= SHALL BE PG64-10
PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY
ENGINEER. ASPHALT BINDER FOR TYPE "B" (MODIFIED) ASPHALT CONCRETE SHALL BE
PG64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY
ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE
TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF
THE STANDARD SPECIFICATIONS.
4. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE
SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE !.KITH CALIFORNIA TEST
METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR US- IN THE WORK. THE
AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER.
5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT
THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL:
A. A LIST OF AGGREGATE AND ASPHALT SOURCES.
B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE
WORK CONFORM TO THE REQUIREMENTS IN SECTION 39-2.02, "AGGREGATE," OF
THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE
ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAT
SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE
(1) YEAR.
C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH
CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS
BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORE--ICAL
MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D-20471.
THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION
39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE
SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN
MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL THE
COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN.
6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED
SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE,
EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A
MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT.
7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED
PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER
REQUIREMENTS OF SECTION 39-4.01, "SUB -GRADE," OF THE STANDARD
SPECIFICATIONS SHALL BE MET.
8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL 13E CLOSED TO PUBLIC
TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE
EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION.
9. PAVING SEEMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE
LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER.
10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE
CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE: PLACED AT ROAD
CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON PLANS AND AS DIRECTED BY
THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO
FORM SMOOTH, TAPERED CONNECTIONS.
11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT
OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT
THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALCNG THE LONGITUDINAL
DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE
SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL
ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH
LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND
COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO
PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAl' BE
PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN
PAVING OPERATIONS RESUME.
12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE
THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER
THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF
THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END
OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT
CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL
ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH
LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED
TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC.
KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE
CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS
RESUME.
13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM `32 PERCENT OF THE
MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE
DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375.
14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92
PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY,
THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIV= COMPACTION IS NOT
BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES, OR BOTH, IF NEEDED,
ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT
CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CIT" ENGINEER OF THE
ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF
ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIC RANGE,
THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHAL_ BE REMOVED AND
REPLACED WITH MATERIALS THAT MEET THE IN-PLACE DENSITY REQUIREMENTS.
15. IF THE TEST RESULTS
FOR ANY
LOT OF
ASPHALT
CONCRETE
INDICATE THAT THE
RELATIVE COMPACTION
IS EITHER
LESS
THAN 90
PERCENT
OR MORE THAN 96
PERCENT THE ASPHALT
CONCRETE
REPRESENTED BY
THAT LO'
SHALL BE REMOVED
AND REPLACED WITH
MATERIAL
THAT
DOES MEET
THE
IN-PLACE DELA SITY
REQUIREMENT.THE CORRECTIVE
WORK SHALL
BEAT THE
CONTRACTOR'S EXPENSE.
16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY
A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVIL_ IN THE FIELD, OR
B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING.
ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN.
C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED.
17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED
SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER;
A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND BLADES,
B. REMOVAL AND REPLACEMENT, OR
C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY.
THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL
BE AT THE CONTRACTOR'S EXPENSE.
ASPHALT CONCRETE PAVING NOTES CONT.:
18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED
TOLERANCESD, ADDITIONAL_ GRINDING SHALL BE PERFORMED, AS NECESSARY, TO
ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT
A CONSTANT OFFSET FROM, AND PARALLEL TO, THE NEAREST LANE LINE OR
PAVEMENT=DGE AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE
PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE
REQUIREMEPITS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF
SECTION 42-2.02, "CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG SEF,I_
COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTO=''S
EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT
EMULSION AS DIRECTED BY THE CITY ENGINEER.
19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE
BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL
FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS
BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" WHICH ALLOWS
UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND
CEMENT COi\ICRETE LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A
COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED.
AGGREGATE BASE SHALL_ BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM
DRY DENSITY.
20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED
CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFI ELD:
IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE
GRADING PLANE SHALL CONFORM TO THE FOLLOWING;
A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED
ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT
VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED
BY THE ENGINEER.
B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE
BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT
ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW
THE GRADE ESTABLISHED BY THE ENGINEER.
DEMOLITION NOTES:
1. CONTRACTOR SHALL PERFORM ALL NECESSARY DEMOLITION WITHIN THE LIMITS OF WORK
AS REQUIRED TO COMPLETE CONSTRUCTION INDICATED ON THE PLANS.
2. EXCEPT AS OTHERWISE INDICATED, ALL UTILITIES ARE TO BE PROTECTED IN-PLACE.
3. ALL MATERIAL GENERATED FROM DEMOLITION, INCLUDING PIPING, PLANTS, OR-m-ANIC
MATERIAL, A.C. PAVEMENT, CONCRETE, AND MISCELLANEOUS DEBRIS SHALL BECOME= THE
PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND
PROPERLY DISPOSED OF IN ACCORDANCE WITH ALL LAWS AND ORDINANCES.
4. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE EVENT UNANTICIPATED
HAZARDOUS MATERIAL IS ENCOUNTERED.
5. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, SEAL AND CAP ALL UTILITIES THAT
PREVIOUSLY SERVED BUILDINGS.
6. CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT FROM THE APPROPRIATE AGENCY
AND SHALL COMPLY WITH ALL REQUIREMENTS OF SAID PERMIT, AS WELL AS ALL LAWS
AND LOCAL ORDINANCES.
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MAT -SLAB ANCHORAGE LOCA -IONS
ANCHORAGE LOCATION NOTE:
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APPROVED EQUAL, TYPICAL AT 10 LOCATIONS, (SEE ABOVE); PROVIDE
ANGLE PL 1/4 x 4 x 0'-4" x 0'-6" LONG AT ALL ANCHORAGE
LOCATIONS WITH 1/4" FILLET WELD [3 SIDES 0_ ANGLE PL] AT
ANGLE PL TO EQUIPMENT PLATFORM, MINIMUM.
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FL DEP=377.60
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- ROUGH GRADE LINE
INV E=375.69/
DETAIL NOTES:
1. F'c Z 3,000 PSI
28 DAY STRENGTH
2. REBAR fy > 60,000 PSI
3. SEE GEOTECHNICAL REPORT FOR SITE
PREPARATION REQUIREMENTS
R/W LIMITS OF CONSTRUCTION
PER THESE GRADING PLANS
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ROAD SECTION
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70 L.F. 18" CLASS V -
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CONSTRUCTION NOTES - GRADING PLAN:
CONTRACTOR SHALL PERFORM ALL NECESSARY DEMOLITION WITHIN THE I I II i
LIMITS OF WORK. PROTECT EXISTING UTILITIES THAT ARE TO REMAIN. SEE I I II
DEMOLITION NOTES ON SHEET 2 HEREIN. I II X
q I II (A j
20 CONSTRUCT TYPICAL ROADWAY SECTION PER DETAILHEREIN.
e I II
379.17 378.67 379.43
O CONSTRUCT CHAIN LINK FENCE AND PANELS PER DETAIL 4 HEREIN. IscFL }� TP
FURNISH AND INSTALL DOUBLE SWING GATE AT SITE ENTRA CE. I III I 4
I I III �
® CONSTRUCT CMU WALL PER COB STD. DWG. L-14. SEE SEPARATE WALL I I III
CONSTRUCTION PLANS. I III
O CONSTRUCT PIPE BOLLARD PER DETAIL HEREIN. I III STREET IMPROVEMENTS IMPROVEMENTS PER
O4
APN No. 170-161-15
EXISTING RESIDENTIAL
BY SEPARATE PLANS GRADING PERMIT ( -- Ex.
B . ,
6 GRADE AND PROTECT SITE TO THE LINES AND GRADES INDICATED ON THE I III I CASA GRANDE STREET
PLANS. I I III , 79.34 „i 4
379.9 378.5 79' �� (PRIVATE)
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EASEMENT NOTE:
FLOWAGE AND DRAINAGE EASEMENT DEDICATION TO
THE CITY OF BAKERSFIELD PER DOCUMENT No.
RECORDED ________ __- 2017, O.R.
ADDITIONAL NOTE:
MADISON STREET IMPROVEMENTS AND LANDSCAPING
PLAN TO BE DONE BY SEPARATE PLANS.
I ' 377.9
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RETENTION BASIN INFORMATION
I II 4 VOLUME REQUIRED = 0.056 ACRE FEET I I'
II D.W.S. = 376.60 I J 4
III STREET IMPROVEMENTS IMPROVEMENTS PER BASIN FLOOR = 375.34 I I l
III, BY SEPARATE PLANS GRADING PERMIT VOLUME PROVIDED - 0.059 ACRE FEET I
781 I x 38C'. f x 381.2
378.54-1 I 377.91 ! x SO.vS NG 7� ��2381 938 .54 x 381.18 x 381.31 NG NG
C 1XI/li€ FL 329.81 G x N�9.9_'1 . NG NG NG NG
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DESIGNATED REMAINDER
P.M. No. 10235
P.M. BK. 52, PG. 39
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SCALE: 1 " = 30'
0 15 30 60
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CITY RECORDS NO.
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,/08 No., -__- 16747
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S.IEET
CF S17ffTS
EROSION CONTROL NOTES (BEST MANAGEMENT PRACTICES
1. SOIL STABILIZATION:
(A) TEMPORARY SEEDING - WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY CEASES ON ANY
PARTICULAR AREA, ALL DISTURBED GROUND WHERE THERE WILL NOT BE CONSTRUCTION FOR
LONGER THAN 21 DAYS MUST BE SEEDED WITH FAST -GERMINATING TEMPORARY SEED AND
PROTECTED WITH MULCH.
(B) PERMANENT SEEDING - ALL AREAS AT FINAL GRADE MUST BE SEEDED WITHIN 14 DAYS
AFTER COMPLETION OF THE MAJOR CONSTRUCTION ACTIVITY. SEEDED AREAS SHOULD BE
PROTECTED WITH MULCH.
(C) STRUCTURAL CONTROLS - GENERAL:
1. MINIMIZE THE LIMITS OF DISTURBED SOIL. LIMIT CONSTRUCTION EQUIPMENT TO THE
PRECISE WORK AREA.
2. INSTALL SILT FENCES AND/OR FIBER ROLLS AT THE BOTTOM OF SLOPES IN ACCORDANCE
WITH PLAN DETAILS.
3. STAKE FIBER ROLLS ONTO SLOPES PERPENDICULAR TO FLOW AT INTERMITTENT
INTERVALS.
4. VEHICLE FUELING AREAS, EQUIPMENT MAINTENANCE AREAS, MATERIAL STOCKPILE AREAS,
AND CONCRETE WASH OUT AREAS SHALL BE CONTAINED VIA BERMING, IN ACCORDANCE
WITH THE DETAILS SHOWN ON THE PLANS.
(D) FINAL SITE STABILIZATION IS ACHIEVED WHEN TURF GRASS COVER PROVIDES PERMANENT
STABILIZATION FOR AT LEAST 70 PERCENT OF THE DISTURBED SOIL SURFACE, EXCLUSIVE
OF AREAS THAT HAVE BEEN PAVED.
2. OTHER POLLUTANT CONTROLS:
(A) DUST CONTROL - CONSTRUCTION TRAFFIC MUST ENTER AND EXIT THE SITE AT THE
STABILIZED CONSTRUCTION ENTRANCE. THE PURPOSE IS TO TRAP DUST AND MUD THAT
WOULD OTHERWISE BE CARRIED OFF-SITE BY CONSTRUCTION TRAFFIC.
WATER TRUCKS WILL BE USED AS NEEDED DURING CONSTRUCTION TO REDUCE DUST
GENERATED ON THE SITE. DUST CONTROL MUST BE PROVIDED BY THE GENERAL
CONTRACTOR TO A DEGREE THAT IS ACCEPTABLE TO THE PG&E CONSTRUCTION MANAGER,
AND IN COMPLIANCE WITH APPLICABLE LOCAL AND STATE DUST CONTROL REGULATIONS.
AFTER CONSTRUCTION, THE SITE WILL BE STABILIZED (AS DESCRIBED ELSEWHERE), WHICH
WILL REDUCE THE POTENTIAL FOR DUST GENERATION.
(B) SOLID WASTE DISPOSAL - NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, SHALL BE
DISCHARGED FROM THE SITE WITH STORM WATER. ALL SOLID WASTE, INCLUDING DISPOSABLE
MATERIALS INCIDENTAL TO THE MAJOR CONSTRUCTION ACTIVITIES, MUST BE COLLECTED
AND PLACED IN CONTAINERS. THE CONTAINERS WILL BE EMPTIED PERIODICALLY BY A
CONTRACT TRASH DISPOSAL SERVICE AND HAULED AWAY FROM THE SITE.
SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER
MUST BE CONTROLLED BY WHATEVER MEANS NECESSARY IN ORDER TO ENSURE THAT THEY
DO NOT DISCHARGE FROM THE SITE. AS AN EXAMPLE, SPECIAL CARE MUST BE EXERCISED
DURING EQUIPMENT FUELING AND SERVICING OPERATIONS. IF A SPILL OCCURS, IT MUST BE
CONTAINED AND DISPOSED SO THAT IT WILL NOT FLOW FROM THE SITE OR ENTER
GROUNDWATER, EVEN IF THIS REQUIRES REMOVAL, TREATMENT, AND DISPOSAL OF SOIL. IN
THIS REGARD, POTENTIALLY POLLUTING SUBSTANCES SHOULD BE HANDLED IN A MANNER
CONSISTENT WITH THE IMPACT THEY REPRESENT.
(C) SANITARY FACILITIES - ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST
COMPLY WITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEM REGULATIONS. TEMPORARY
SANITARY FACILITIES WILL BE PROVIDED AT THE SITE THROUGHOUT THE CONSTRUCTION
PHASE. THEY MUST BE UTILIZED BY ALL CONSTRUCTION PERSONNEL AND WILL BE
SERVICED BY A COMMERCIAL OPERATOR.
(D) WATER SOURCE - NON -STORM WATER COMPONENTS OF SITE DISCHARGE MUST BE CLEAN
WATER. WATER USED FOR CONSTRUCTION, WHICH DISCHARGES FROM THE SITE, MUST
ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE STATE
HEALTH DEPARTMENT. WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE
FROM AN APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROM THE SITE. IT CAN BE
RETAINED IN THE PONDS UNTIL IT INFILTRATES AND EVAPORATES.
(E) LONG-TERM POLLUTANT CONTROLS - STORM WATER POLLUTANT CONTROL MEASURES
INSTALLED DURING CONSTRUCTION, WHICH WILL ALSO PROVIDE BENEFITS AFTER
CONSTRUCTION, INCLUDE DETENTION BASINS THAT WILL SERVE AS SEDIMENTATION BASINS.
THOSE SEDIMENT BARRIERS THAT DO NOT INTERFERE WITH NORMAL OPERATIONS AND
APPEAR TO PROVIDE LONG-TERM BENEFITS CAN BE LEFT IN PLACE AFTER CONSTRUCTION
IS COMPLETED.
3. CONSTRUCTION PHASE "BEST MANAGEMENT PRACTICES" - DURING THE CONSTRUCTION PHASE,
THE GENERAL CONTRACTOR WILL IMPLEMENT THE FOLLOWING MEASURES:
(A) MATERIAL RESULTING FROM THE CLEARING AND GRUBBING OPERATION WILL BE STOCKPILED
UP SLOPE FROM ADEQUATE SEDIMENTATION CONTROLS.
(B) THE GENERAL CONTRACTOR WILL DESIGNATE AREAS FOR EQUIPMENT CLEANING, MAINTENANCE,
AND REPAIR. THE GENERAL CONTRACTOR AND SUBCONTRACTORS WILL UTILIZE THOSE
AREAS. THE AREAS WILL BE PROTECTED BY A TEMPORARY PERIMETER BERM.
(C) USE OF DETERGENTS FOR LARGE-SCALE WASHING IS PROHIBITED (I.E., VEHICLES, BUILDINGS,
PAVEMENT SURFACES, ETC.).
(D) CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC MATERIAL MUST BE STORED
IN WATERPROOF CONTAINERS. EXCEPT DURING APPLICATION, THE CONTENTS MUST BE
KEPT IN TRUCKS OR WITHIN STORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIAL
MUST BE COLLECTED, REMOVED FROM THE SITE, TREATED, AND DISPOSED AT AN APPROVED
SOLID WASTE OR CHEMICAL DISPOSAL FACILITY.
LOCATE SILT FENCE ALONG
A LEVEL CONTOUR.
Y
MPX\M� p,GR�NGE FILTER FABRIC POST 10' 0. C.
MAXIMUM _ 2 OF F- FLOW (MAX)
RECOMMENDED
SLOPE LENGTH. � ;' . � COMPACTED
BACKFILL
0
I �
LEVEL CONTOUR - { FILTER FABRIC
MIN.
-MAXIMUM SECTION
RECOMMENDED
WIDTH=500' SILT FENCE
TURN LAST 6' OF FENCE UP-SLOPE
NOTES:
1. CONSTRUCT THE SILT FENCE ALONG A LEVEL CONTOUR.
2. SILT FENCES SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREA IS PERMANENTLY STABILIZED.
3. PROVIDE SUFFICIENT ROOM FOR RUNOFF TO POND BEHIND THE FENCE AND ALLOW SEDIMENT REMOVAL EQUIPMENT
TO PASS BETWEEN THE SILT FENCE AND TOE OF SLOPE OR OTHER OBSTRUCTIONS. ABOUT 1200 SQ. FT. OF
PONDING AREA SHALL BE PROVIDED FOR EVERY ACRE DRAINING TO THE FENCE.
4. TURN THE ENDS OF THE FILTER FENCE UPHILL TO PREVENT STORM WATER FROM FLOWING.
5. LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDIATELY DOWN SLOPE FROM THE FENCE.
6. DO NOT PLACE IN LIVE STREAM OR INTERMITTENTLY FLOWING CHANNELS.
7. WHEN STANDARD FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE
UP SLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1" LONG, TIE WIRES OR HOG RINGS.
/-A-N\ SILT FENCE
NOT TO SCALE
\1/ \4/ 14/ \4/ \i/ �
STOCKPILED MATERIAL --
a d
14/
c e d
`I `I 4 .. ° .d
a a a
a a d
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SANDBAGS/GRAVEL BAGS
`1' `V `1' `V `V `1' PLACED TIGHTLY TOGETHER
ALL AROUND MATERIAL
`1' `1' `1' \4/ (SEE NOTE 3)
NOTES:
1. DIRT AND OTHER CONSTRUCTION RELATED MATERIALS PLACED IN THE STREET OR ON OTHER
IMPERVIOUS SURFACES MUST BE CONTAINED WITH SANDBAGS OR OTHER MEASURES TO
PREVENT TRANSPORT TO THE STORM DRAIN SYSTEM.
2. ANY CONSTRUCTION MATERIAL STORED OR STOCKPILED ON-SITE SHALL BE PROTECTED FROM
BEING TRANSPORTED BY THE FORCE OF WIND OR WATER
3. FIBER ROLLS MAY BE SUBSTITUTED FOR SAND BAGS.
X`\ MATERIAL STORAGE
NOT TO SCALE
NOTES: CON IAINMEN I AREA
1. LEAKING VEHICLES AND EQUIPMENT SHALL NOT BE ALLOWED ON-SITE. EQUIPMENT AND
VEHICLES SHALL BE INSPECTED FREQUENTLY FOR LEAKS AND SHALL BE REPAIRED IMMEDIATELY.
CLEAN UP SPILLS AND LEAKS PROMPTLY WITH ABSORBENT MATERIALS; DO NOT FLUSH WITH WATER.
2 VEHICLES AND EQUIPMENT SHALL BE MAINTAINED, AND REPAIRED ON-SITE ONLY IN
DESIGNATED AREAS. PREVENT RUN-ON AND RUN-OFF FROM DESIGNATED AREAS.
CONTAINMENT DEVICES SHALL BE PROVIDE AND AREAS SHALL BE COVERED IF NECESSARY.
3. DESIGNATE ON-SITE VEHICLE AND EQUIPMENT MAINTENANCE AREAS, AWAY FROM STORM
DRAIN INLETS AND WATERCOURSES.
4. ALWAYS USE SECONDARY CONTAINMENT, SUCH AS A DRAIN PAN OR DROP CLOTH, TO CATCH
SPILLS AND LEAKS WHEN REMOVING OR CHANGING FLUIDS.
5. LEGALLY DISPOSE OF USED OILS, FLUIDS, AND LUBRICANTS.
6. PROVIDE SPILL CONTAINMENT DIKES OR SECONDARY CONTAINMENT AROUND STORED OIL, FUEL, AND
CHEMICALS DRUMS
7. MAINTAIN AN ADEQUATE SUPPLY OF ABSORBENT SPILL CLEANUP MATERIALS IN DESIGNATED AREA.
feCi EQUIPMENT MAINTENANCE AREAS
NOT TO SCALE
N OTES:
1. FUELING SHALL BE PERFORMED IN A DESIGNATED AREA AWAY FROM DRAINAGE COURSES.
2. ABSORBENT CLEANUP MATERIAL SHALL BE ON SITE AND USED IMMEDIATELY IN THE EVENT
OF A SPILL.
VEHICLE/EQUIPMENT FUELING
NOT TO SCALE
MED CONTAINMENT AREA
IMPERVIOUS LINER
NOTES:
1. EXCESS AND WASTE CONCRETE SHALL NOT BE WASHED INTO THE STREET OR INTO A
DRAINAGE SYSTEM.
2. FOR WASHOUT OF CON -RETE AND MORTAR PRODUCTS, A DESIGNATED CONTAINMENT FACILITY
OF SUFFICIENT CAPACI- Y TO RETAIN LIQUID AND SOLID WASTE SHALL BE PROVIDED ON SITP.
3. SLURRY FROM CONCRETE AND ASPHALT SAW CUTTING SHALL BE VACUUMED OR CONTAINED, DRIED,
PICKED UP AND DISPOSED OF PROPERLY.
er`\ CONCRETE WASTE MANAGEMENT
NOT TO SCALE
Pc�
4
Q
A SERIES OF STEEL PLATES (3OR MORE) W/
RUMBLE STRIPS OR MIN 4" COARSE AGGREGATE.
NG'
N OTES:
1. SEDIMENTS AND OTHER MATERIALS SHALL NOT BE TRACKED FROM THE SITE BY VEHICLE
TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS SHALL BE STABILIZED SO AS TO PREVENT
SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC ROADS. DEPOSITIONS MUST BE SWEPT
IMMEDIATELY AND MAY NOT BE WASHLD DOWN BY RAIN OR OTHER MEANS INTO THE STORM
DRAIN. SYSTEM.
2. STABILIZED CONSTRUCTION ENTRANCE: SHALL BE:
A. LOCATED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE
TO OR FROM A PUBLIC RIGHT OF WAY, STREET, ALLEY, AND SIDEWALK OR PARKING AREA.
B. A SERIES OF STEEL PLATES WITH "RUMBLE STRIPS." AND/OR MIN 4" COARSE AGGREGATE
WITH LENGTH, WIDTH & THICKNESS AS NEEDED TO ADEQUATELY PREVENT ANY TRACKING ONTO
PAVED SURFACES.
3. ADDING A WASH RACK WITH A SEDIMENT TRAP LARGE ENOUGH TO COLLECT ALL WASH WATER �??,Of ESS/pN(
CAN GREATLY IMPROVE EFFICIENCY. ���,���EW K. Volc'
4. ALL VEHICLES ACCESSING THE CONS__RUCTION SITE SHALL UTILIZE THE STABILIZED CONSTRUCTION W �P m
ENTRANCES SITES.
RCE 43130
A. REMOVE ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS IMMEDIATELY. y� Exp. 3-31-18
B. SWEEP PAVED AREAS THAT RECEIVE CONSTRUCTION TRAFFIC WHENEVER �qr CIVIL
SEDIMENT BECOMES VISIBLE. F OF CA O
C. PAVEMENT WASHING WITH WATER IS PROHIBITED IF IT RESULTS IN A
DISCHARGE TO THE STORM DRAIN `.SYSTEM.
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
INLET _ EDGE OF PAVEMENT
SPILL WAY SANDBAGS
1 -BAG HIGH 2 -BAGS HIGH
PROTECTION FOR _NLET w./DOUBLE FLOW DIRECTION
EDGE OF PAVEMENT
SPILL WAY SANDBAGS
1 -BAG HIGH 2 -BAGS HIGH
PROTECTION FOP, INLET w -/SINGLE FLOW DIRECTION
NOTES:
1. INTENDED FOR SHORT-TERM USE.
2. USE TO INHIBIT NON STORM WATER FLOW.
3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP
4. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETE
5. NOT APPLICABLE IN AREAS WITH HIGH SILTS AND CLAY WITHOUT FILTER FABRICS.
G1 CATCH BASIN /INLET PROTECTION - SPILLWAY
CITY RECORDS NO.
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A
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X99 No., ----
16-,.,747
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GRAWNBY.
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OF
SNFET
STORM WATERZEROSION CONTROL NOTES:
EROSION CONTROL MEASURES SHOWN`J FURNISH AND INSTALL SILT FENCE PER DETAIL 6 HEREIN.
HEREON ARE AN EXCERPT FROM THE O CONTRACTOR SHALL SPECIFY LOCATION OF EQUIPMENT
SWPPP. THE SWPPP HAS BEEN MAINTENANCE AREA, STAGING AREA AND CONCRETE
PREPARED BY OTHERS. WASHOUT PER DETAILS HEREON.
03 FURNISH AND INSTALL TRACKOUT CONTROL DEVICE IN
ACCORDANCE WITH DETAIL e HEREON.
s
O4 PLACE SAND BAGS AROUND CATCH BASIN INLET IN
ACCORDANCE WITH DETAIL 6 HEREIN.
�5 INSTALL SEDIMENT TRAPS WHERE SHOWN ON PLAN.
LEGEND — STORM WATER/EROSION CONTROL PLAN
SF PROPOSED SILT FENCE PLACEMENT
0000 PROPOSED SAND/GRAVEL BAG PLACEMENT
DIRECTION OF FLOW
1O CONSTRUCTION NOTES - EROSION CONTROL
NOTE: SEE ALSO GRADING PLAN LEGEND ON SHEET 4.
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