Loading...
HomeMy WebLinkAbout6.9-215F GRADING NOTES: 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN AND 16. ANY EXISTING IMPROVEMENT OR UTILITY REMOVED, DAMAGED OR 35. ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED SHALL CONFORM WITH APPENDIX "J" OF THE 2013 CALIFORNIA BUILDING UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIREE OR MUST BE COMPACTED TO NINETY PERCEN (90%) DENSITY FOR A M NIMUM CODE AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL REPLACED AS DIRECTED BY THE ENGINEER AND APPROVED BY THE CITY DISTANCE OF FIVE (5') FEET BEYOND THE OUTSIDE EDGES OF THE INVESTIGATION PREPARED BY KRAZAN & ASSOCIATES, KA PROJECT NO. OF BAKERSFIELD AT THE CONTRACTOR'S EXPENSE. FOUNDATIONS OF THE STRUCTURES. 022-14218, DATED: JANUARY 21, 2015 AND SHALL BE MADE A PART 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING THE PAD AND 18. HEREON. S -E SIZE: 17 ALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL THE DEPT - SHEET NUMBERS DESCRIPTION REVISION 1 TITLE SHEET AND GRADING NOTES 5 2 GRADING PLAN 5 3 EROSION CONTROL PLAN 5 4 DEMO PLAN 5 ? � 2:'lE AF:::F ;f=IELG � TRAVEL SHALL BE KEPT FREE OF DIRT. THE STA -E WA --:R RESOURCE CONTROL BOARD IN SACRAMENTO BEFORE _ 27. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, THE BEG NN NG OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THEGENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION f-- 9. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE PREVENTION FLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, - AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO BEG NNING OF ANY CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS. AND WORK. CALL U.S.A. (1-800-642-2444) PRIOR TO ANY CONSTRUCTION RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE JSE OF AND ALWAYS BE /,VAILABLE FOR PUBLIC INSPECTION DURING NORMAL OR EXCAVATION. SA,D PLANS, DRAWINGS, OR OTHER DOCUMENTS. CONSTRUCTION HOJRS. 10. THE SOIL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE 28. ANY TRENCHING TO BE DONE WITHIN THE PROJECT SHALL BE BACKFILLED 44. THE LANDS"' AREA" ARE TO BE SIGNED AND GRADED TO MINIMIZE PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND AND COMPACTED IN ACCORDANCE WITH THE CITY STANDARD DETAIL S-39. EXCESS LANDSCAPE DR 44 S THE SIDEWALK FOR THOSE COMPACTION OF THE FILL TO BE SATISFIED THAT THE WORK IS BEING AREAS OVER 2%. PERFORMED IN ACCORDANCE WITH THE PLAN AND APPLICABLE CODE 29. SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAVED BY THE 45. ANY PUBL C = ACILI--IES IN STREET RIGHT-OF-WAY WITHIN THE PROPERTY REQUIREMENTS. BUILDING OFFICIA�. �' -..- FRONTAGE VdHICH ARE SUBSTANDARD OR DAMAGED WILL RECONSTRL C -ION OR REPAIR AS DETERMINED BY THE CI co actions)4additrawing is hereby tions. Approvalby�P� 11. EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN 30. IT IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS GRADING ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE CONTRACTOR TO (A) FAMILIARIZE THEMSELVES WITH THE FOREGOING works errtauseda d'conforrmaicetolding De) nC�1YStandsoft.c�dicates aWval ana F O R POSSIBLE ERRORS OR OMISSIONS AND T SHALL B E THE Ordinances. Engineer for the subdivw � er or developer shallberespor sVe RECOMMENDATIONS (B) NOTIFY THE ENGINEER WHEN SITE PREPARATION for accuracy of calculations for this ; an and shall subrr�la eert 'as' CONTRACTOR as- CONTRACTOR S RESPONSIBILITY TO VERIFY LOCATION OF ALL UTILITIES BEGINS AND BEFORE THE PLACEMENT OF FILLS AND C INFORM TIE = '� naftercompletionotthagrading. STATISTICS INFORMATION TO 1 VERTICAL. DELAMATER FAMILY OF OVER -EXCAVATION AND COMPACTION IN PAD AREAS. 1,. ;, . : - A. i14ENT ` 2. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISH GRADE. PREPARED BY: PATRICK AND HENDERSON, INC. SHALL BE 18 INCHES BELOW EXISTING GROUND ELEVATION. _EGAL DESCRIPTION: CALIFORNIA RCE NO. 25224, EXP. 12/31/2015 1965 AIRPORT DRIVE BAKERSFIELD, CA 93308 RE -COMPACTION OF OVER -EXCAVATED MATERIAL SHALL BE TO AT LEAST _0- 16 IN BLOCK B OF THE HUDNUT TRACT, IN THE CITY OF 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING THE PAD AND 18. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE S -E SIZE: 90% OF MAX MUM DRY DENSITY. BAKERSFIELD, COUNTY OF KERN, S -ATE OF CALIFORNIA, AS PER MAP VACANT PAVING AREAS TO WITHIN 0.1 FOOT OF SUBGRADE. IF SUCH AREAS OFFICE BUILDING SUPERVIS ON OF THE SOILS ENGINEER. THE SOILS ENGINEER, DESIGN 12'-14' DEVELOPED AREA: RECORDED IN BOOK 1, PAGE 13 OF MAPS, IN THE OFFICE OF -HE SITE DRA "NAGE: SHOULD BE FOUND TO BE MORE THAN 0.01 FOOT FROM THE DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED AT LEAST 48 36. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER COUNTY RECORDER OF SAID COUNTY. SUBGRADE ELEVATION AFTER COMPLETION OF GRADING, THE CONTRACTOR HOURS PRIOR TO PLACING OF ANY FILL MA T ER!AL. UNSUITAB_= MATER AL FOR A STRUCTURAL FILL AND THE AREA SCAR FiED SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 19. THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION, TO A DEF---] OF 6 INCHES. TOGETHER WITH THE EASTERLY 6.5 FEET OF VACATED ALLEY ADJOINING SAD LAND ON THE WEST VACATED BY RESOLUTION NO. 230-88 BY 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF INCLUDING ROOTS, LOOSE FILL, TRASH AND OTHER DELETERIOUS 37. FILL ARE/ -"S. SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED T -E CITY OF BAKERSFIELD, RECORDED DECEMBER 7, 1988 IN BOOK MATERIALS. ANY HOLE OR VOIDS LEFT AFTER THE REMOVAL OF TREES, TO SUPPORT FILL. 6`88, PAGE 1806 OF OFFICIAL RECORDS. CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ROOTS, SEPTIC TANKS, ABANDONED FOUNDATIONS, PIPELINES CR THE LIKE, BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE CITY SHALL BE FILLED AS REQUIRED BY THE SOILS ENGINEER. 38. FILL MAT=RIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6 INCHES IN QA!NTITIES: RIGHT-OF-WAY. COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT THE QUANTITIES SHOWN BELOW ARE FOR GRADING PERMIT PURPOSES 20. FILL MATERIAL SHALL BE SUBJECT TO THE SOILS ENGINEER'S APPROVAL. BY APPROVED METHOD. ONLY, AND SHALL NOT BE USED FOR BIDDING PURPOSES. THE 5. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONTRACTOR SHALL MAKE HIS OWN ESTIMATE OF QUANTITIES FOR CONSTRUCTION, A FINAL SOILS REPORT COVERING THE SITE PREPARATION 21. ALL FILL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OF 39. ALL FILL TO BE CCMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS BIDDING THIS PROJECT. AND GRADING SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING THE TOP OF EXISTING OR PLANNED CUT SLOPES. DETERMINED BY 20`3 C.B.C. APPENDIX J AND SO CERTIFIED BY TESTS DEPARTMENT BY THE SOILS ENGINEER. AND REPORTS FROM SOILS ENGINEER. ALL QUANTITIES WERE CALCULATED BASED ON A 0.20' FEET LOSS DUE 22. THE CUT AND FILL QUANTITIES ARE CALCULATED JSING A COMPACTING TO C_EARING AND GRUBBING OF TI -E SITE. THE ENGINEER MAKES NO 6. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THIS FACTOR OF 1.30. THE ENGINEER MAKES NO WARRANTEE EITHER DIRECT 40. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE WARRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR. PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE GRADING OR IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. IF A PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED ADJJSTMENTS TO GRADES SHOWN ON THESE PLANS MAY BE REQUIRED CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY DEFICIENCY OR AN EXCESS OF SOIL ARISES THE GRADING CONTRACTOR CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO -Ci BALANCE GRADING. APPROVAL OF ADJUSTMENTS BY THE ENGINEER FURTHER WORK. SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERMINE IF THESE PLANS MUST BE APPROVED BY PATRICK & HENDERSON, INC. ARE REQUIRED. ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT 7. ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN AND FILL. EXCAVATION (EXCLUDING OVER -EX): 145 C.Y ACCORDANCE WITH APPENDIX "J" OF 2013 CALIFORNIA BUILDING CODE. 41. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF FI_L (EXCLUDING OVER -EX): 35 C.Y. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL 23. THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT BAKERSFIELD PUBLIC` WORKS DEPARTMENT FOR PERFORMING WITHIN COMPACTION FACTOR: 120% DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PURPOSES ONLY. THE CONTRACTOR SHALL, AFTER EXAMINING THE PLAN, EXISTING ACCEPT -D STREET RIGHT-OF-WAY, UNLESS SECURED BY A PROJECT ACREAGE (ALL PHASES): 6,893 S=- (GROSS) PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. SOILS REPORT, AND THE SITE TERRAIN, PREPARE HIS BID PRICE FOR THE SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S PROJECT, BASED ON HIS OWN EARTHWORK CALCULATIONS. ESTIMATE FOR ThE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND B-NCHMARK USED: 8. DUST CONTROL: INSURANCE AS REQJIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A C- SELED "X" AT 1/2 DELTA AT S/W CORNER OF INTERSECTION 'L' 24. EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE PERMIT. S -REST AND 28th STREET PER CITY OF BAKERSFIELD BENCHMARK 300K IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT A DUST COORDINATED WITH THE INSPECTOR AT THE TIME OF GRADING. NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF //42. CITY INSPEC-OR TC BE NOTIFIED 48 HOURS PRIOR TO PLACING FILL ELEVATION: 410.645 USGS DATUM HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. 25. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF MATERIAL W --- N THE LIMITS OF GRADING FOR THIS SITE. ADJUST ALL TOPO GRADES TO THE CITY BENCHMARK DATUM MUSH PREVENTATIVE MEASURES TO BE TAKEN BY THE CONTRACTOR SHALL THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR DROP ELEVATIONS -391.54 INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST ,,43. IF THE PROJEC- IS SUBJECT TO THE PROVISIONS OF THE NATIONAL FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TD FILING POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF BASIS OF BEARING:y A. WATER SHALL BE APPLIED TO ALL UNPAVED AREAS AS REQUIRED TO HIS BID PRICE FOR THE PROJECT. INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO TI -E BEARING OF NORTH (N00°00'00"E), SHOWN FOR THE CENTERLINE PREVENT THE SURFACES FROM BECOMING DRY ENOUGH TO PERMIT DUST DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY 0� "M" STREET ON HUDNUT TRACT; MAP BOOK 1, PAGE 13, WAS USED FORMATION. 26. THE CONTRACTOR SHALL COORDINATE WITH THE INSPECTOR AND THE (SWRCB ORDER N0. 2009-0009 DWQ AS AMENDED BY ORDER AS -SIE BASIS OF BEARINGS HEREON. ENGINEER THE LOCATION OF THE BORROW AREAS PRIOR TO BEGINNING B PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC S PERMITTED TO CONSTRUCTION 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH � TRAVEL SHALL BE KEPT FREE OF DIRT. THE STA -E WA --:R RESOURCE CONTROL BOARD IN SACRAMENTO BEFORE _ 27. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, THE BEG NN NG OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THEGENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION f-- 9. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE PREVENTION FLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, - AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO BEG NNING OF ANY CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS. AND WORK. CALL U.S.A. (1-800-642-2444) PRIOR TO ANY CONSTRUCTION RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE JSE OF AND ALWAYS BE /,VAILABLE FOR PUBLIC INSPECTION DURING NORMAL OR EXCAVATION. SA,D PLANS, DRAWINGS, OR OTHER DOCUMENTS. CONSTRUCTION HOJRS. 10. THE SOIL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE 28. ANY TRENCHING TO BE DONE WITHIN THE PROJECT SHALL BE BACKFILLED 44. THE LANDS"' AREA" ARE TO BE SIGNED AND GRADED TO MINIMIZE PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND AND COMPACTED IN ACCORDANCE WITH THE CITY STANDARD DETAIL S-39. EXCESS LANDSCAPE DR 44 S THE SIDEWALK FOR THOSE COMPACTION OF THE FILL TO BE SATISFIED THAT THE WORK IS BEING AREAS OVER 2%. PERFORMED IN ACCORDANCE WITH THE PLAN AND APPLICABLE CODE 29. SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAVED BY THE 45. ANY PUBL C = ACILI--IES IN STREET RIGHT-OF-WAY WITHIN THE PROPERTY REQUIREMENTS. BUILDING OFFICIA�. �' -..- FRONTAGE VdHICH ARE SUBSTANDARD OR DAMAGED WILL RECONSTRL C -ION OR REPAIR AS DETERMINED BY THE CI co actions)4additrawing is hereby tions. Approvalby�P� 11. EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN 30. IT IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS GRADING ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE CONTRACTOR TO (A) FAMILIARIZE THEMSELVES WITH THE FOREGOING works errtauseda d'conforrmaicetolding De) nC�1YStandsoft.c�dicates aWval ana F O R POSSIBLE ERRORS OR OMISSIONS AND T SHALL B E THE Ordinances. Engineer for the subdivw � er or developer shallberespor sVe RECOMMENDATIONS (B) NOTIFY THE ENGINEER WHEN SITE PREPARATION for accuracy of calculations for this ; an and shall subrr�la eert 'as' CONTRACTOR as- CONTRACTOR S RESPONSIBILITY TO VERIFY LOCATION OF ALL UTILITIES BEGINS AND BEFORE THE PLACEMENT OF FILLS AND C INFORM TIE = '� naftercompletionotthagrading. .....,..._ ... _ . .Ap Vr NLL �.0 I HINU TILL JLUrtJ IU f✓KLVLIN I NUNUf r 1 [KUVI NUIINIV UVLK r „ 10 ''---""` VICINITY MAP CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THENOT To SCALE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN THE SLOPE. THE FACE OF ALL CUT AND FILL SLOPES SHALL BE PLANTED '� �- 2_x R U� �; WITH A GROUND COVER INDIGENOUS TO THE AREA. s_ _ --�i - -STArGr _ " ' ' `�� THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY - i CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,_. _� r DIRECTION, AND TO E BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITti�:%'._� EXCEPTING FOR LIABILITY ARISING FROM THE S0`E NEGLIGENCE OF THE *. �, ,' _t. `'' "a CITY OF BAK_REFIEL-� ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND 34. IN ACCORDANCE WITH THE SOILS REPORT, LOOSE FILL SHALL EE REMOVED __ - --` i m INCLUDE ALL MPROVEMEN REQUIREMENTS OF THE ADVISORY AGENCY OR I TET `� �`'f �:�; OTHER REVIEW 3OARD. DUI. - ' 2T6 OWNER OR THE ENGINEER. AND RECOMPACTED. AFTER STRIPPING AND FILL REMOVAL OPERATIONS,10U UL THE AREAS OF PROPOSED DEVELOPMENT SHALL BE EXCAVATED/SCARIFIED 2-'_- !-- ANY ERRORS, CMISS ONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, 14. THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONLY ONCE T w w W w TO A DEPTH OF 18 INCHES, MOISTURE CONDITIONED AS NECESSARY, AND w ! } ` ..,. ' e, w STANDARDS_ 0R DESIGN CR TERIA ENCOUNTERED DURING CONSTRUCTION SHALL BY THE OWNER AND ALL RESTAKING OR REMARKING SHALL BE AT THE _. BE coRREc �D ANC sjcl- CORRECTIONS REFLECTED ON CORRECTED PLANS - •�"�` EXPENSE OF THE CONTRACTOR. RECOMPACTE. D TO A MINIMUM OF 90% MAXIMUM DENSITY PER STM TEST _ to (nSUBMITTED TO THE CITY G NEER. METHOD ASTM D1557-02eI. ( l- 15. ALL ON-SITE OR OFF-SITE OBSTRUCTIONS SHALL BE REMOVED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. PATRICK AND HENDERSON INC. PLOT INFORMATION: REVISION IfATRICK & EENDERSON NCCIVIL &GEOTECHNICAL . ENGINEERING 6 1965 AIRPORT DRIVE BAKERSFIELD, CALIFORNIA 93308 (661) 391-9854 FAX: (661) 391-9926 Consulting Engineers DATE: 07/27/15 Foundation & Structural Engineering SCALE: AS SHOWN Land Planning DRAWN BY: Land Surveying JK Soils Testing APPROVED: AH PREPARED FOR: ,.J KEY MAP CASE MAP 103-30 SCALE: 1"=300' DELAMATER FAMILY 5437 ADOLP H U S AVENUE BAKERSF'_ D, CA 93308 047-15 GP DESCRIPTION: PERMIT NO.: 15-40000055 2531 W" STREET SPR (13-0344) GRADING PLAN TITLE SHEET AND GRADING NOTE` FOR SECTION 30 T. 29 S., R. 28 E. IN THE CITY OF BAKERSFIELD KERN COUNTY, CALIFORNIA CITY RECORDS NO.: RE -V: 5 COPYRIGHT ©__2015_ BY PATR CK & HENDERSON, INC. JOB NO.: 04.7-15 1 P&H SHEET NO.: L D07/27/15 LICENSE: 25224 REVISION: 06/27/161 A STATISTICS INFORMATION OWNER: DELAMATER FAMILY 5437 ADOLPHUS AVENUE BAKERSFIELD, CA 93308 PREPARED BY: PATRICK AND HENDERSON, INC. ALLAN P. HENDERSON CALIFORNIA RCE NO. 25224, EXP. 12/31/2015 1965 AIRPORT DRIVE BAKERSFIELD, CA 93308 CON -A` BRUCE ANDERSON ASSESSOR'S NO: 005-331-01 S -E SIZE: 6,893 SF :!-X STING USE: VACANT PROPOSED USE: OFFICE BUILDING BUILDING HEIGHTS: 12'-14' DEVELOPED AREA: 6,893 SF SITE DRA "NAGE: AS SHOWN .....,..._ ... _ . .Ap Vr NLL �.0 I HINU TILL JLUrtJ IU f✓KLVLIN I NUNUf r 1 [KUVI NUIINIV UVLK r „ 10 ''---""` VICINITY MAP CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THENOT To SCALE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN THE SLOPE. THE FACE OF ALL CUT AND FILL SLOPES SHALL BE PLANTED '� �- 2_x R U� �; WITH A GROUND COVER INDIGENOUS TO THE AREA. s_ _ --�i - -STArGr _ " ' ' `�� THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY - i CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,_. _� r DIRECTION, AND TO E BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITti�:%'._� EXCEPTING FOR LIABILITY ARISING FROM THE S0`E NEGLIGENCE OF THE *. �, ,' _t. `'' "a CITY OF BAK_REFIEL-� ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND 34. IN ACCORDANCE WITH THE SOILS REPORT, LOOSE FILL SHALL EE REMOVED __ - --` i m INCLUDE ALL MPROVEMEN REQUIREMENTS OF THE ADVISORY AGENCY OR I TET `� �`'f �:�; OTHER REVIEW 3OARD. DUI. - ' 2T6 OWNER OR THE ENGINEER. AND RECOMPACTED. AFTER STRIPPING AND FILL REMOVAL OPERATIONS,10U UL THE AREAS OF PROPOSED DEVELOPMENT SHALL BE EXCAVATED/SCARIFIED 2-'_- !-- ANY ERRORS, CMISS ONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, 14. THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONLY ONCE T w w W w TO A DEPTH OF 18 INCHES, MOISTURE CONDITIONED AS NECESSARY, AND w ! } ` ..,. ' e, w STANDARDS_ 0R DESIGN CR TERIA ENCOUNTERED DURING CONSTRUCTION SHALL BY THE OWNER AND ALL RESTAKING OR REMARKING SHALL BE AT THE _. BE coRREc �D ANC sjcl- CORRECTIONS REFLECTED ON CORRECTED PLANS - •�"�` EXPENSE OF THE CONTRACTOR. RECOMPACTE. D TO A MINIMUM OF 90% MAXIMUM DENSITY PER STM TEST _ to (nSUBMITTED TO THE CITY G NEER. METHOD ASTM D1557-02eI. ( l- 15. ALL ON-SITE OR OFF-SITE OBSTRUCTIONS SHALL BE REMOVED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. PATRICK AND HENDERSON INC. PLOT INFORMATION: REVISION IfATRICK & EENDERSON NCCIVIL &GEOTECHNICAL . ENGINEERING 6 1965 AIRPORT DRIVE BAKERSFIELD, CALIFORNIA 93308 (661) 391-9854 FAX: (661) 391-9926 Consulting Engineers DATE: 07/27/15 Foundation & Structural Engineering SCALE: AS SHOWN Land Planning DRAWN BY: Land Surveying JK Soils Testing APPROVED: AH PREPARED FOR: ,.J KEY MAP CASE MAP 103-30 SCALE: 1"=300' DELAMATER FAMILY 5437 ADOLP H U S AVENUE BAKERSF'_ D, CA 93308 047-15 GP DESCRIPTION: PERMIT NO.: 15-40000055 2531 W" STREET SPR (13-0344) GRADING PLAN TITLE SHEET AND GRADING NOTE` FOR SECTION 30 T. 29 S., R. 28 E. IN THE CITY OF BAKERSFIELD KERN COUNTY, CALIFORNIA CITY RECORDS NO.: RE -V: 5 COPYRIGHT ©__2015_ BY PATR CK & HENDERSON, INC. JOB NO.: 04.7-15 1 P&H SHEET NO.: L D07/27/15 LICENSE: 25224 REVISION: 06/27/161 A PAVEMENT OR NEW CONCRETETO 95% RELATIVE DEN&T\CLASSSTANDARD ST -7 AND CALTRANS UJ 04 '795- <Lo01MATERIAL TO 95% RE -AC) P4COMPACTION DER ASTV D -1557 --- ILLI, ZTCn —12" NATIVE SOIL COMPAC__EDUJ_E --ANDARD DETAIL ST -12 TO 95% MAX. DENSITY0 CURB TRANSITION 0.5' TO 0 aor-:3 TYPICAL CONCRETE PAVING SECTICIq00 0 0�53 RETE `Y GUTTER BIVPLO Lq 0 NOT TO SCA -E NOT TO SCALErV1 rl� 0114NEW DAVEMENT PER SECTION - NATURAL DRAINGROLfDIART RAID. 0.5" (TY _JD65 nn. 798-9EXISTING STREET SIGNWOS 5% MAX. L VARIESLSRAMP 02.2% EXISTING STREET LIGHTRELOCA-E PER C.O.B.ND LID tKLpSTEPS6" CONCRETE CURB TYPICAL SECTION @ PROPERI"( LINESTEPSNOT TO SCAg�o 41If.7 0 ADJACENT SIDEWALK V) _jC93 �i XD49BLOCK WALL @_SL n �j n BACK OF SIDEWALK KEXIS-ING SIDEWALK3L SL 0 a- 0 -0 GRAPHIC SCALE 00 5 110 20 ��CURB HEIGHT VARIES0 FS 50 i5 CURB AND GUTTER PROPERTY LINELOCK WALL @ BACK OF SIDEWALK FbC13 E65- I _��N LSLS Ar -ACCESSIBLE VAN RETAININ13 CURB0.2% PARKING S GN (IF REQUIRED)MAX. 4' ----ACCESSIBLE PARKING GREEN LETTERING,TOP OF RAMPx LO6. Tf�GEND1010,-VrlPROPERTY BOUNDARY PROVIDE AS WHITE BACKGROUNDREQUIRED ON PLANS ACCESSM6" CURBMETAL SIGNPROPERTY NOT A PARTUl --TRUNCATED DOMES -RING,799.0 TC SPOT ELEVATION LIST OF CITY STANDARDS GREEN LETT:84" WHENCOMMERCIAL DRIVEWAY ST -4 —STRIPPING PAINTED PEDESTRiAN PATH WHITE -3ACK" ROUND789.5 FS (429.5) DENOTES EXISTING ELEVATION706�K TRAFF!C BLUE TO FROM CAR TO WALKTYPE 'A' CURB AND GUTTER ST -1 1 -1 i I + E DRAINAGE DIRECTION SIDEWALK 3T-3 \ � PAVING PATCH 3T-11 ` | ~w----�-- —DRAINAGE SWALE REFUSE CONTAINER PAD ST -27 �� ST -29 `~' | STANDARD TRENCH BACKFILL ST -12 UM|T3 OF DISTURBANCE AND SAW CUT AS NEEDED FOR CONSTRUCT MANHOLE SW -2 8o 3W-5 SMOOTH TRANSITION PER C.O.B. HANDICAP RAMPS STATE OF CALIFORNIA STANDARD PLANS 488A | »79925 EXISTING SPOT ELEVATION AOOB � A90B /~�\ . \ / / 6.5 VACATION OF ALLEY PER BK. 8185. PG. 1806. O.R. �� | /��\ 11 .25' WIDE VACATION OF 25th STREET PER RESOLUTION NO. � \�� 292-O5. DOC. N0 02O8OD3 / / _-_-\-' -------~---~3AYmCUT AND REMOVE EXISTING IMPROVEMENTS PER C.O.B. TC TOP OF CURB BW BACK OF WALK TN TOP OF WALL FF FINISHED FLOOR TB TOP OF AC BERM FP FINISHED PAD FL FLOW LINE HP HIGH POINT UP UP OF GUTTER G8 GRADE BREAK FS FINISHED SURFACE RC TOP OF RETAINING CURB EP EDGE OF PAVEMENT C.O.B. CITY OF BAKERSRELD CONTOUR INTERVAL = 1 S PATRICK AND HENDER3ON INC. PLOT INFORMATION: REVISION N mmRNCK & 1Q85 AIRPORT DRIVE BAKERSF|ELD.CALIFORNIA 93308 ENDERSON (661) 391-9854 CIVIL& GEOTECHNICAL FAX: /081\3Q1-QQ20NC Consulting Engineers Foundation 8Structural Engineering Land Planning Land Surveying Soils Testing .. ��� - �� - '-' ---- —' SEWER MANHOLE -- --S-- EXISTING SEWER MAIN LIN1. ALL WORK TO BE CONTAINED WITHIN THE "LIMITS OF EDISTURBANCE" NO DISTURBANCE, EQUIPMENT STORAGE, OR -------SL-------SEOF BAKERSFIELD PLANNING APPROVALS. WER LATERASUPPLIES SHALL GO OUTSIDE OF THE LIMITS WITHOUT CITY L TOP OF WALL ELEVATION = 802.0 UNLESS OTHERWISE SHOWN ON PROJECT ARCHITECTURAL PLAN2. 2% SLOPE FOR 5' MIN. FROM ALL EXTERIOR WALLS. S | m lO' 37.67' � OF ALLEY � rEX|37lNG GRAD 41. ' 3O86 ne E DRAINAGE DIRECTION SIDEWALK 3T-3 \ � PAVING PATCH 3T-11 ` | ~w----�-- —DRAINAGE SWALE REFUSE CONTAINER PAD ST -27 �� ST -29 `~' | STANDARD TRENCH BACKFILL ST -12 UM|T3 OF DISTURBANCE AND SAW CUT AS NEEDED FOR CONSTRUCT MANHOLE SW -2 8o 3W-5 SMOOTH TRANSITION PER C.O.B. HANDICAP RAMPS STATE OF CALIFORNIA STANDARD PLANS 488A | »79925 EXISTING SPOT ELEVATION AOOB � A90B /~�\ . \ / / 6.5 VACATION OF ALLEY PER BK. 8185. PG. 1806. O.R. �� | /��\ 11 .25' WIDE VACATION OF 25th STREET PER RESOLUTION NO. � \�� 292-O5. DOC. N0 02O8OD3 / / _-_-\-' -------~---~3AYmCUT AND REMOVE EXISTING IMPROVEMENTS PER C.O.B. TC TOP OF CURB BW BACK OF WALK TN TOP OF WALL FF FINISHED FLOOR TB TOP OF AC BERM FP FINISHED PAD FL FLOW LINE HP HIGH POINT UP UP OF GUTTER G8 GRADE BREAK FS FINISHED SURFACE RC TOP OF RETAINING CURB EP EDGE OF PAVEMENT C.O.B. CITY OF BAKERSRELD CONTOUR INTERVAL = 1 S PATRICK AND HENDER3ON INC. PLOT INFORMATION: REVISION N mmRNCK & 1Q85 AIRPORT DRIVE BAKERSF|ELD.CALIFORNIA 93308 ENDERSON (661) 391-9854 CIVIL& GEOTECHNICAL FAX: /081\3Q1-QQ20NC Consulting Engineers Foundation 8Structural Engineering Land Planning Land Surveying Soils Testing .. ��� - �� - '-' ---- —' SEWER MANHOLE -- --S-- EXISTING SEWER MAIN LIN1. ALL WORK TO BE CONTAINED WITHIN THE "LIMITS OF EDISTURBANCE" NO DISTURBANCE, EQUIPMENT STORAGE, OR -------SL-------SEOF BAKERSFIELD PLANNING APPROVALS. WER LATERASUPPLIES SHALL GO OUTSIDE OF THE LIMITS WITHOUT CITY L TOP OF WALL ELEVATION = 802.0 UNLESS OTHERWISE SHOWN ON PROJECT ARCHITECTURAL PLAN2. 2% SLOPE FOR 5' MIN. FROM ALL EXTERIOR WALLS. S | m lO' 37.67' � OF ALLEY � rEX|37lNG GRAD 41. ' B -4'V-GUTTER RECONSTRUCT ALLEY PER C.O.B. STANDARD SEC07/27/15 DATE REV # DESCRIPT]ON BY TION A -A NOT TO SCALE 57' 'BUILDING UNE FF=799.60 . SIDEWALK 0^ CUR 08 11 15 1 ADDED CURB AND GUTTER ALONG SOUTH PROPERTY LINE JK 10 13 15 2 REVISED PER CITY REVIEW A< SCALE: 04 06 16 3 REVISED SITE LAYOUT AND CITY COMMENTS JK AS SHOWN 05 11 16 4 REVISED PLAN PER CITY COMMENTS X 06 27 16 5 REVISED PLAN PER CITY COMMENTS DRAWN BY: JK APPROVED- AH DATE: REVISION 25' 2! 82. 43.13' | ' 27.29' � K4 STREE 14.42' ----' / ------� 26-- STREET LA'�OSCAPE AREA / | `^ 5.13', 2 11 ^ ---~ | /|o-��2' 56.50' mm ' smum�. OR AaRA&VE RM -EMS 3f 12' SPECIAL NOTE IT WILL BE THE CONTRACTORS RESPONS 3�_'TY TO FAMILIARIZE HIMSELF AND CCMP-Y 671- - ALL CURRENT RULES AND REGU_ATIOINS REGARDING DUST CONTROL AND COMPLIANJ CE WITH RLAE 4641 DURING PAVING OPIERAT ONS. IF CONTRACTOR IS NOT FAMI_IAR W_- RULES AND REGULATIONS, CONTAC_ W TH _-E SAN PASSES BY OR _, UNDER THE SIGN � || -,STEEL :-OST (2" X2^) NCRETE BASE NOT TO SCALE PARKIN"; SIGN DISTRICT SHALL BE MADE PRIOR TO CONSTRUCTION TO OBTAIN CURRENT R ULES | |� | ° U AND RE�ULA�DNS. PERMIT NO.: 15-40000055 ........... X\ -- - -- --------- R/FENCE$ z: -'� ftIL ' / �!�. / Th. uAJusmL I M%AIRWRY KAWN TWO ON MORE RISEN STRIVING ANY 81.111.0910 OR PORTION THEREOF SHALL OUNFORM 70 THESE REWJVMIDI'M 2. THE MOM STAIR NOTH IS 70 ME 3r IF TIC OCCWANT LOAD IS 40' AND 4r IF THE OF orwiaR STAIRS SHIALL 3r MARKED WITH A O=IPAWT LOAD 8 MORE THAN 5M SW OF MEARLY ODN�IASTOIG COLOR A MMMM OF r IN - FROM WIDTH ANDWM Or I 'EXISTING GRADE CONIC. WALK /~ --~� �VN� PATCH z4VN� :'A --CH WALL STANDARD S-� � /, `- SIDEWALK PER COB-^ | `4 ' ' ' ~-CURB 8c GUTTER PER | | | C.O.B. STANDARD 3-1 L�' | <uq `-CONC. WALK PER CAI , C.O.B. STANDARD 5-3 � `-CURB 8c GUTTER PER C.O.B. STANDARD S-1 047-15 GP UAL I T14E U== S ONO THE LOWER TREAD OF KMW* STAIRS SNALL HAVE cmnmwmI H" HA%% A SMOOTH SURFACE WITH NO SHARP EDZS OR CMMS AND mm MOR STRIPM AS NOI 3� ABOVEHA%C 3. ALL. CONTRAST000 COLOR 'TRIPS 94ML K AT LEAr AS SUP RESSIMINIT AS 7HE OTHER TWADS& WALLS Olt OTHER SMATICS ADJACENT 70 THE HANDRAIL ARE 70 BE FREE IF 94AW OR46 KANDRALS ARE 70 WE ON DIM SOD OF HE STAIRWAY. onwmr. -J�RB 8c GUTTER 1WHERE THE STAIRS ARE CONTONIN31.4 THE ININER k4DRAR.S T & IN ANY ONE FLIONT OF STAIRS. ALL STEP SHALL HAVE LANDINGS THAT DOLIKE RACK OR =V%T0UMOONrTWjMj! AD SHALL NO WIDTH. L D"W0'0AF"HAWDRAm1L3-ARS TO WE ROUNM OR RETURNED SMOOTHLY To THE W U OR POST. OR & ALL RISERS SHALL WE OL -73D.' WALL TKIIIIIIIIATE IN MOM POSTS OR SAFM TOMMOAL& WHERE THE CCU WON OF THE 4, RISERS PIALL ME S.OPm Xt TIC UNDERSIDE OF TW- MMO SHALL WE AIKLV NOT LESS YHMHANDRAIL N THETDIRECI OF THE STAIR IRM WIKLO CREATE A KAZARD. TIC TERIMNATION OF 60 DEORSES FROM THE 4DR1ZWTAL THE DIMENSIONS 0 K MADE MER MAIDED OR PETLWW SMWDLy Tt I Loop, WALL Olt 5. POST. THE UNDERSIDES OF NW443B SPIALL NOT K AMLM. APO THE VM OR CU rVATIM AT W` SKIM INTO THE LANDING Olt PATH OF IRAIAL 7 AN PORTION OF SIAIRIS,YS TKAT ARE OPIDII ON ONE Olt 007H THAT E =0 3D DEGREES THE ORIECTION OF THE STAR MOSM THAN 4r IN MONT. C " GUARDRAILS SHALL KAW WITTpIMENATI, p4" , AN ORNAMENTAL TYPICAL HANDRAIL N07 70 SCALE L THE ���THE STAIR RIM PREPARED FOR: D [ -A vA T[R FAMILY 5437ADuLrUUJAVENUE unm[[S[|ELD,CAO33u8 O- -O SCALE NDICATE ACCESSIBLE 00 LOADING ZONE 36"X36" ACCESSIBLE SYMBOL PAINTED WHITE WITH BLUE BACKGROUND NO VAN PARKIN 8 9' PARKING" PAINTED IN TRAFFICTYPICAL ACCESSIBLE PARKING NOT TO SCALE WHITE PARKING � SECTION B -B %� 21t0i "m" 6 U HLLU U REV: 5 U SPR (13-C344) GRADING PLAN BY PATRICK & HENDERSON, INC. JOB NO.: 047-15 GRADING PLAN P&H SHEET NO. - FOR 2 4 SHEETS IN THE CITY OF BAKERSFIELD 07/27/15 KERN COUNTY, CALIFORNIA STATE LICENSE 25224 REVIS'ON- 06/27/16 � PASSES BY OR _, UNDER THE SIGN � || -,STEEL :-OST (2" X2^) NCRETE BASE NOT TO SCALE PARKIN"; SIGN DISTRICT SHALL BE MADE PRIOR TO CONSTRUCTION TO OBTAIN CURRENT R ULES | |� | ° U AND RE�ULA�DNS. PERMIT NO.: 15-40000055 ........... X\ -- - -- --------- R/FENCE$ z: -'� ftIL ' / �!�. / Th. uAJusmL I M%AIRWRY KAWN TWO ON MORE RISEN STRIVING ANY 81.111.0910 OR PORTION THEREOF SHALL OUNFORM 70 THESE REWJVMIDI'M 2. THE MOM STAIR NOTH IS 70 ME 3r IF TIC OCCWANT LOAD IS 40' AND 4r IF THE OF orwiaR STAIRS SHIALL 3r MARKED WITH A O=IPAWT LOAD 8 MORE THAN 5M SW OF MEARLY ODN�IASTOIG COLOR A MMMM OF r IN - FROM WIDTH ANDWM Or I 'EXISTING GRADE CONIC. WALK /~ --~� �VN� PATCH z4VN� :'A --CH WALL STANDARD S-� � /, `- SIDEWALK PER COB-^ | `4 ' ' ' ~-CURB 8c GUTTER PER | | | C.O.B. STANDARD 3-1 L�' | <uq `-CONC. WALK PER CAI , C.O.B. STANDARD 5-3 � `-CURB 8c GUTTER PER C.O.B. STANDARD S-1 047-15 GP UAL I T14E U== S ONO THE LOWER TREAD OF KMW* STAIRS SNALL HAVE cmnmwmI H" HA%% A SMOOTH SURFACE WITH NO SHARP EDZS OR CMMS AND mm MOR STRIPM AS NOI 3� ABOVEHA%C 3. ALL. CONTRAST000 COLOR 'TRIPS 94ML K AT LEAr AS SUP RESSIMINIT AS 7HE OTHER TWADS& WALLS Olt OTHER SMATICS ADJACENT 70 THE HANDRAIL ARE 70 BE FREE IF 94AW OR46 KANDRALS ARE 70 WE ON DIM SOD OF HE STAIRWAY. onwmr. -J�RB 8c GUTTER 1WHERE THE STAIRS ARE CONTONIN31.4 THE ININER k4DRAR.S T & IN ANY ONE FLIONT OF STAIRS. ALL STEP SHALL HAVE LANDINGS THAT DOLIKE RACK OR =V%T0UMOONrTWjMj! AD SHALL NO WIDTH. L D"W0'0AF"HAWDRAm1L3-ARS TO WE ROUNM OR RETURNED SMOOTHLY To THE W U OR POST. OR & ALL RISERS SHALL WE OL -73D.' WALL TKIIIIIIIIATE IN MOM POSTS OR SAFM TOMMOAL& WHERE THE CCU WON OF THE 4, RISERS PIALL ME S.OPm Xt TIC UNDERSIDE OF TW- MMO SHALL WE AIKLV NOT LESS YHMHANDRAIL N THETDIRECI OF THE STAIR IRM WIKLO CREATE A KAZARD. TIC TERIMNATION OF 60 DEORSES FROM THE 4DR1ZWTAL THE DIMENSIONS 0 K MADE MER MAIDED OR PETLWW SMWDLy Tt I Loop, WALL Olt 5. POST. THE UNDERSIDES OF NW443B SPIALL NOT K AMLM. APO THE VM OR CU rVATIM AT W` SKIM INTO THE LANDING Olt PATH OF IRAIAL 7 AN PORTION OF SIAIRIS,YS TKAT ARE OPIDII ON ONE Olt 007H THAT E =0 3D DEGREES THE ORIECTION OF THE STAR MOSM THAN 4r IN MONT. C " GUARDRAILS SHALL KAW WITTpIMENATI, p4" , AN ORNAMENTAL TYPICAL HANDRAIL N07 70 SCALE L THE ���THE STAIR RIM PREPARED FOR: D [ -A vA T[R FAMILY 5437ADuLrUUJAVENUE unm[[S[|ELD,CAO33u8 O- -O SCALE NDICATE ACCESSIBLE 00 LOADING ZONE 36"X36" ACCESSIBLE SYMBOL PAINTED WHITE WITH BLUE BACKGROUND NO VAN PARKIN 8 9' PARKING" PAINTED IN TRAFFICTYPICAL ACCESSIBLE PARKING NOT TO SCALE WHITE PARKING � SECTION B -B %� 21t0i "m" 6 U HLLU U REV: 5 U SPR (13-C344) GRADING PLAN BY PATRICK & HENDERSON, INC. JOB NO.: 047-15 GRADING PLAN P&H SHEET NO. - FOR 2 4 SHEETS IN THE CITY OF BAKERSFIELD 07/27/15 KERN COUNTY, CALIFORNIA STATE LICENSE 25224 REVIS'ON- 06/27/16 � O- -O SCALE NDICATE ACCESSIBLE 00 LOADING ZONE 36"X36" ACCESSIBLE SYMBOL PAINTED WHITE WITH BLUE BACKGROUND NO VAN PARKIN 8 9' PARKING" PAINTED IN TRAFFICTYPICAL ACCESSIBLE PARKING NOT TO SCALE WHITE PARKING � SECTION B -B %� 21t0i "m" 6 U HLLU U REV: 5 U SPR (13-C344) GRADING PLAN BY PATRICK & HENDERSON, INC. JOB NO.: 047-15 GRADING PLAN P&H SHEET NO. - FOR 2 4 SHEETS IN THE CITY OF BAKERSFIELD 07/27/15 KERN COUNTY, CALIFORNIA STATE LICENSE 25224 REVIS'ON- 06/27/16 � 21t0i "m" 6 U HLLU U REV: 5 U SPR (13-C344) GRADING PLAN BY PATRICK & HENDERSON, INC. JOB NO.: 047-15 GRADING PLAN P&H SHEET NO. - FOR 2 4 SHEETS IN THE CITY OF BAKERSFIELD 07/27/15 KERN COUNTY, CALIFORNIA STATE LICENSE 25224 REVIS'ON- 06/27/16 � I t I O and ehwmaltes runoff to eeNment traWlig deNn O I REV _ D SCRIPTiON --- - BY --------- Ld 12 n it a as Oi ADDED CURB AND GUTTER ALONG SOUTH PROPERTY UNE X C' ��tn Y.0 0 REVISED PER CITY REVIEW J4JK P. Sr -OWN 04 F13 0.I 3 4 REVREMSED PLAN PER ISED SITE LAYOUT �c TY I OMMENSTY NTS CIO "PATRICK AND HENDERSON NC. PLOT INFORMATION: REVISION #5 06/27/16 ATRICK& 1965 AIRPORT DRIVE ITFE N D E RS O N BAKERSFIELD, CALIFORNIA 93308 (661) 391-9854 N C. CIVIL & GEOTECHNICAL FAX: (661) 391-9926 ENGINEERING Consulting Engineers Foundation & Structural Engineering Land Planning Land Surveying Soils Testing DATE:07/27/ -A and ehwmaltes runoff to eeNment traWlig deNn I�jt I I ' I ewNw r.r 111C]II - - - REV _ D SCRIPTiON --- - BY f�-Conug-1 steel pans. 12 n it a as 1 ADDED CURB AND GUTTER ALONG SOUTH PROPERTY UNE X SCALE: ��tn Y.0 2 REVISED PER CITY REVIEW J4JK A5 Sr -OWN 04 F13 16 3 4 REVREMSED PLAN PER ISED SITE LAYOUT �c TY I OMMENSTY NTS NTRAN JK 5 REVISED PLAN PER CITY COMMENTS JK DRAWN BY: K APPROVED: A I 101 0 00 .I 41.25' O CD O GRAPHIC SCALE 0 10 20 ( 1N FEET) 1 inch = 10 ft. PREPARED 'EOR: DELAMATER FAMILY 5437 ADOLPHUS AVENUE BAKERSFIELD, CA 93308 047-15 GP DESCR.'PT:ON: HEST MANAGEMENT PRACTICES (BMP's) Generai Notes 1. Beat Monagemsrt Practices (BMP's) contained herein reflect the minimum •equirmnerts Atemats metrxs providing equal or greater prutecton may be utibzed. For in information on EIMP's refer to the Califom ia Storm Water BMP Handbooks, -Racr of wrow.coomphandtooks.com, California Department of ?mmaportotion Construction Ste BMD ct FaSheets a ww.dot.ca.gw/hq/cons"c/sbo wcte•/factBheeb.nti% ona/a 115EPA BMP Fact sheet O http://cfpub.apa.gw/npdn/,tormwate-. 2. All construeIt- activity shall be performed in accordance cath a Stonn-ter P.Iutian Prevention Pla, (SWPPP) developed and implementer "n compliance with the requirements of the Neomii Dollutcnt Discharge Elimination System (NPDES) Construction Gens -al Permit Order Ito. 2009-D09-DWO and as amended oy Order No. 2010-0014-DWO. 3. The SWPPP sral: a. Identify potential pollutant sources and Include the design and pitcerlern of BMP's to effectively p -haft the entry of pollutants from that construction .ts ado that sirsat and/or into c storm all system during constructon. It. Be kept on a to and amended to reflect changing crotid tions t-ghout the come of COn.tluatian c. Be kept up to data. My additional updates requested by agency •ep-litabve are to be made irred'ately. 4. Non-Stormwat discharges oro prohibited from enter!ng any std-, aro n system one/or .treat. 5. Diaeharges of pumped ground water require a discharge palma frar the Stab of Califomia Regierol Water Duality Control Board (RWOCB). 6. Pollutants hit 1. removed from stormeater discharges to the Modimum Extend Practicable (M -T-) through design a implemerdation of the SNPPP. 7. A standby - for emergency work shall be ovallabs of all bras durin the se: mother eesean, which is typically Oct 1 through May 30. Neweoy materia a -N be a aikole site and r oa ce kpiled at convenient lotiom to foal ta•.e rapid .anat-bars of v emergency deices when rain Is imminent S. Portable sanitary facilities .hall be located on ratativay cad grand away -mom •soft .nae. droinag.= courass, and storm drain inlet. 9. Employees, sutcantrocton and suppliers shall be educated on all BMP's :ndLf.,g co -te waste storage aid disposal procedures. 10. Sediment cont . praeticea shall effectively prevent a at --swam o' sediment lord In storm tater dle-1 arge. Not - 1. Sediments aid other materials shall not be troceed from the dee Icy vervca In." Th :onstruction erdrona roadways ahoy be stoMRam so as be pl;ry sed. -to from being depoened into the oubrc mol.. Somi-nert depceded or the roadway mustT swept up ,mmed"" dna -Y not be ...had d,., by in or other eons ' te the storm drain system. See Type 1 and Typ 2 datals. 2. Stabilized instruction entrance doll be: a. Lasater at any point when traffic will be entering sir leavi,q a contrition Bite to or from a public right o' way, almost alts,, cn l sid-1 or parking an.. b. A ser e. of steal plates with "mumble stripe . a,a/or min >3• to e6• Groan. aggragate with length, width & thickner as needed to adequa ely prwerd any tracking onto paved safcus. 3. Adding a .rc sh rock with a moment trop large -41 to -eat c. .ash water can glaty it ef`g 4ncy. 4. AI "Nola. accessing the construction site shall utTze the etcol;zed eonetruetic, ant.-. sits.. a. Remote all sediment deposited on paved roadways immed'ctoy. b. Sweet oared ansa that rs.&w-xist-Ift., traffic who-, wediment bec vi=able. . pg1fC[xs v.ia,t eking meth rpf•r is prohibited t R results in c discharge to c the s:om dein ayalem. N OTABILIZED dONftUdmoN ENTRANdE/EXIT ., .. \- swosea/aeava errs �� Nsrm:Au Not - Stockpile management procedures and practices an cesignad to reduce e eliminate air and storm water pollution from stockp'es a' sol, and paving materials such as portional cement concrete (PCC) rubole, asptott concrete (AL), asphalt concrete rubble, aggregate base. aggregate sutAcee orro-mi pxed aggfegate, aspha t birder (i.e. cold mix) and press- treetx wood. Notes: 1. Protection cf stockpiles is o year-round nequirsm-t- 2. Locate wtoc.pties a minimum of 50 feet away 'can co,pentroted Flows of storm water• dminage courses, and drain Inlet. 3. Implement gird aroolon/thomport control practices propm as cpate 4. AI stockpiles shall be covered, atab"aw" " prot"b" Z a -P-'y :'neo• barrier (i... sandbags, ate.) prior to the onset of precialtaaon. l -E) kA7FRU L ,BTORAdE at fere carat.v[4d M.0 uvet aorta,. New- aope a p a- .25= 2 t,-aatery .a so -e e.#. farce. raw r.e.c passes a0y ,I b y^..map eY Caac[ted bpakfl:. R 1lekaa 6 rah I-, last 6' of farce .-.ape new feer+c '-S6t Fero '3- Noteet 1. Constncl the alt fence abrg a Iesa cot.- 2. ot.-2. Silt femme shall remain in place until the d:'et:rbec coo -s pert•onenty ateb liz d 3. Provide sufficient room far runoff to pond benne the fence and .111 - "dime it law"dime:d remora equipment to Por betaeer. the sill Noce and toe of &a"r other obstructions. About 1200 eq. ft. of aoscirg ono aha: Do Dr.Wood for ..y -m draining to the fen". 4. Tum tte ends of the fuer f- uPhil to prevent starmeat.- 'ran flawing round V fence. 5. Leave cru undisturbed a stabWzed arse imme-ti .osraope f-om the fence. 6. Do not pace in live stream or Intermittently 'osi+g caome as 7. When soidard fitter fabric is us W, a win Trh -pawt fano and as fasteMI securely to the upslops side of the Dari using '.cry -dot. (0.6 inch) an n staples at least 1.75 inch" long• to wi-aa or nag rirge. 6. Filter itbic coli be &own poypropylene geotexas �a a m„mvm width of 36 incl s: and a m tensile etrangth o' 100 ib fora. 9. Wood ato eels Goll be nn quality lumae• ro ter liar 2 ince by 2 inch. Wxd stakes shall be driven to a dept, of - some tion 16 ,rhe. from .urface I1J (LT FENCE � Back o' aldssvlk Sorkbnasove�laP anta�clrb Catch Haste Hack of Curb 7Net _1\) Ift-ittla,- of floe use L I`ilph°try eba0e Plan n� t.m e,i"t• .rises+=...,e'"w.e,.' "°aw.r�.k.`aibl:s • Splll.sy elevvtlon shall C b mist match top of curb Sb Ile S Ill.. H e• NI tch Bas 36' Na,i. 1 Notes: aiRertAf�reba 1. Catch Basin/Inlet protection shall be installed wherever there is a potentia of storm -lar or non-stormwoter be -ng discharged into it 2. Inlet protection . required along with other pol',ut'on prevention measures s.ch as; erosion control .it stabilization, and measures to prevent tracking onto paved surfaces. 3. Modify 'let protection as needed to ovoid creating tmff a hazards. 4. Include inlet protection measures at hillside v -ditches and mix. drainage wales. 5. Inlet protection shall be inspected and accumulated sediments removed. Sad ment ehcal be dl.poeed of property and in a manner that assures that the sediment does not enter the storm drain system S. Damaged bags shot l be replaced immediately. 7. Addtional sandbag sediment trope shall be paced at interva!s as 'ndicotea an site plan. A &AT&H BA,6'IN/INE T PROTEO'TION Crushed aggregate greater than 3 inches but smal'.er than 6 inch,.. Filter fabric ., Orlglna.. rade 2 Inch unless otherse specf'.etl by a soilfts, engineer Aggregate can be Placed an original grade or sabgratle SEAS B-8 NOTE: Construct F sediment barr;er aid c et runoff to sediment y E sedimennt trapping device 3 O r►e ilt, O �� l 7 Via' 4ajy� K Temporary pipe culvert -8 as needed SD ft Min a four times the cimumference of T the largest construetlon vehicle tire, Match hlore", la greater Edet!ng Grade p�N OTABimED dONomudTION ENTRANdE/EXIT com-,nnmt Not,, - 1 Excess and waste concrete shot'. not be washed ;nto the street or into a drainage t system. 2. Fa or ho,of concrete and mortar Products, a designated containment facility Of sufficient copacty to retain liquid .nd solid waste shall be provided on ste and disposed of property off site. 3. Slurry from of and asphalt saw cutting shell; be vacuumed or conto nrd. dried, picked up and disposed of property. &OW&RETE 1fAIo9TEr AANAdEAfENT CantaMmtJ Armee Net, - 1. Looking vehicles and equipment h li not be allowed cnilue.Equipment and vehicles shall be inspected f r toomoty y for ,rano red at :� be point mmed-.;sly. Clean up pills and leaks promaty with abscb t m e�nls; do nc; gush veil water. 2. Vehicles and equipment shall be maintained, and niparric onsite o,ly in d -gelated areas. Prevent run-on and run-off from designated areas. Conta'rTent devices shall be provided and areae sh fl be covered T n. -r, 3. Designate orate vehicle and sq.ri3rienl maintenance .•eat, away f-om start, Irvin Inlets and watercourses. 4. Awoys use secondary containmert. such as 3 drain pa• or drop cloth. to each spillift and looks when removing or changing guide. 5. Lagaly dispoes of used oils, flu ca, lubricants, and battered. 6. Provide spill centolnment dikes or secondary -.1ainmert around r. -ed all, fel, and chemical drum.. 7. Maintain on adequate guppy of absorbent still cleanup Taterials it designator, area. 5. N ie the contractors respon.ibil-y to ragularty inspect tee vehicle and equipment maintenance area(.). 13 EQUIPAENT A&flVTEAi`"eF ARfsAAV �Pavetl arentr �Corruca:ed steel panels i/-Orlginai #, grade D N A -y NOTE- OTEConatruist sadenent border C- altruist and ehwmaltes runoff to eeNment traWlig deNn I�jt I I ' I ewNw r.r 111C]II q•� f�-Conug-1 steel pans. 12 n it a as rofmtl to .date clad ��tn Y.0 24 ft Mel. assns Mf artvae b rat -.d. elthm mescal Match scPNeme , the o pore,c of pt sir .Ws. 1 dsame ,atl peammgragata Existing Good's TYPE 2 ALTERNATIVE NTRAN EiEXIT use of corrugated at" plates, shaker plates, rdtrible plates, eta OTABII.IZED dONSTRUCTION ENTRADidE/EXIT clones tater" L;EL B.- contWere•,t •••••::::::::::.'. :::::.....::.. ::•:: Are° aper kV3 ............ SWo_i /.bang Notes: 1. Fueling shall be performed n a designated dna. no ay frim hinge souses. 2. Absorbent cleanup material slot[ be on a'te and ue..c immedia-ey in the event of o spill. 3. Drip pane or absorbent pods shay, be used during ,eiicle and ejuipmeni fueling, unless the fueling i- performed over an Intl-eable snface in a dedicated fueling area. 4. Dedicated fueling area. aha be protectec from .tort. water -cru-on ane runoff, and shall be locative of least SO feet from dcwrnstnam drainage facilities and watercourses. Dueling must oe perfo-ad on levo) -grade areas. 5. Protect fueling areae with berms and/or dikes to a -event run -an, rumoff, and to contain split.. VEHICLE/ E1917PAENT FUM"67' I FC{Ma OB NPOES BW PLATE NO. CONTAINIiENT AREA �-�-- BERIi *TM SIFENCE NQS 80 PLATE NO. M I� REFER TO GRADING PLAN FOR GRADES AND ELEVATIONS PERMIT NO.: 15-40000055 2531 "M" STREET SPR (13-0344) GRADING PLAN EROSION CONTROL PLAN FOR SECTION 30 T. 29 S., R. 28 E. IN THE CITY OF BAKERSFIELD C KERN COUNTY, CALIFORNIA C(i T ilo� S REV: 5 COPYRI--HT Q -10 -15 - BY PATR CK & HEN:ERSON, INC. JOB r�,o.: 047-15 P&H SHEET v0.: 3 _ 3- `_;HEETS ISSUE DATE: _ 07/27/15 STATE -ICEw E:: 25224 REVISI:N: ---06/27/16 301 26TH STREET I N cV EXISTING CURB AND GUTTER . ............. ..... I ---- - ------------- - - ----------- - - ------------- - -------- - -- ---------- - - 1 I - 1 1 I'9 ' , 1 �J 1 1 1 } 1 PP W 1 J J 1 Q c� 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 11' ' X PROPERTY NOT A PART I j ® SEWER MANHOLE PATRICK AND HENDERSON INC. PLOT INFORMATION: REVISION 5 06/27/16 ATRICK & EENDERSON CIVIL &GEOTECHNICAL NC. ENGINEERING 04 I tD nN I C N N N F- + W O W I J _41_ _ _ — TSTA INTERSECTION V 1STA: 10+00 W I I n (V (V I 22.93' $ A: 10+22.36 S RIGHT 22.93' ------------- 1 4 nn nn' 1 1 1 1 O LO 1 00 1 I 1 I X�x 1 1 w 1 0 is 1 0 1 0 1 to 1 w �z D 1 Of � 1 1 LJ 1 D 1 1 D 1 D 1 EXISTING 1 - 1 1 1 1 2' n - " WE VIE —__ _ 22.93' _ A: 10+86.50 S N 90'0000" W 41.25' - RIGHT 22.93' \-EXISTING CURB AND GUTTER I EXISTING CURB AND GUTTER I I 1965 AIRPORT DRIVE BAKERSFIELD, CALIFORNIA 93308 (661) 391-9854 FAX: (661) 391-9926 EXISTING EDGE OF PAVEMENT X > EXISTING STREET LIGHT i I — — — — — — DEMO LINE CONTOUR INTERVAL = 1' DATE: PREPARED =CP: Consulting Engineers 05/11/16 DAT REV # DESCRIPTION O6 27 16 5 ADDED SHEET TO GRADING PUN AND REVISED PIAN PER CITY COMMENTS Foundation & Structural Engineering SCALE: AS SHOWN Land Planning-- DRAWN 3Y: _ Land Surveying ,JK - Soils Testing APPROVED: AH DELAMATER FAMILY 5437 ADOLPHUS AVENUE BAKERSFIELD, CA 93308 CURB, GUTTER; AND SIDEWALK 047-15 CPT 'Y' GRAPHIC SCALE I 0 5 10 20 I ( IN FEET ) 1 inch = 10 ft. DsezH=�: ayes r No. 02E.:2.4 E:p.12•.17 !.�.' � Yell<•.+. ]Fv' .S E SPECIAL NOTE IT WIL_ BE THE CONTRACTORS RESPONS'BILITr TO FAMILIARIZE HIMSELF AND COMDLY WITH ALL CJRRENT RULES AND REGULATIONS REGATDING DUST CONTROL AND COMPLIANCE WITH RULE 4641 DURING PAVING ODERA—IONS IF CCNTRACTOR IS NOT FAMILIAR CJI T H RULE= AND EGULATIONS, CONTACT WITH THE SAN JOAO—IN VALLEY AIR POLLUTION CONTROL DISTRI-_T SHALL BE MADE PRIOR TO CONSTRUCTION TO OBTAIN CURRENT RULES AND gEGULATIONS. PERMIT NO.: 15-40000055 1 2531 "M" STREET I DESCRIPTION: SPR (13-C344) GRADING PLAN DEMO PLAN FOR SECTION 30 T. 29 S., R. 28 E. IN T1 -E CITY OF BAKERSFIELD KERN COUNTY, CALIFORNIA REV: 5 C:IPYRGHT BY PAT—,ICK & HENDERSON, INC. JOB vO.: 047-15 P&H SHEET NO.: 4 ISSUE DATE: 05/11,116 nj LREVIZ�1()N: E_ LICENSE: 25224 �� 06/27/16