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HomeMy WebLinkAbout6.9-227Imo. e%r%AM kit`% k�/�Tr n. l7rxt-%L.,IIVV 1-4 %J ICJ. 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN AND SHALL CONFORM WITH APPENDIX "J" OF THE 2013 CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC., DATED: MARCH 21, 2016 AND SHALL BE MADE A PART HEREON. 2. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISH GRADE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING THE PAD AND PAVING AREAS TO WITHIN 0.1 FOOT OF SUBGRADE. IF SUCH AREAS SHOULD BE FOUND TO BE MORE THAN 0.01 FOOT FROM THE DESIGN SUBGRADE ELEVATION AFTER COMPLETION OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE CITY RIGHT-OF-WAY. `D. 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 BY THE SOILS ENGINEER. 6. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THIS PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. -7. ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN ACCORDANCE WITH APPENDIX "J" OF 2013 CALIFORNIA BUILDING CODE. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. 8. DUST CONTROL: IT SHALL BE THE 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 VEHICULAR TRAFFIC IS PERMITTED TO TRAVEL SHALL BE KEPT FREE OF DIRT. 9. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF ANY WORK. CALL U.S.A. (1-800-642-2444) TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. - 1 C. THE SOIL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF THE FILL TO BE SATISFIED THAT THE WORK 1S BEING PERFORMED IN ACCORDANCE WITH THE PLAN AND APPLICABLE CODE REQUIREMENTS. 11, EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 12. DURING GRADING, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CONCEALED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND PROPERTY CAPPED AT THE PROJECT BOUNDARY. 13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS?IIBILITY 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. 14. THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONLY ONCE BY THE OWNER AND ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 15 ALL ON-SITE OR OFF-SITE OBSTRUCTIONS SHALL BE REMOVED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. 16, 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 CITY OF BAKERSFIELD AT THE CONTRACTOR'S EXPENSE. 17, ALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. PATRICK AND HENDERSON INC. PLOT INFORMATION: REVISION 2 04 7 ATRICK& 1965 AIRPORT DRIVE E N D E R S O N BAKERSFIELD, CALIFORNIA 93308 (661) 391-9854 N CIVIL & GEOTECHNICAL FAX: (661) 391-9926 ENGINEERING 18. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE SOILS ENGINEER. THE SOILS ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO PLACING OF ANY FILL MATERIAL. 19. THE SITE SHALL BE CLEARED AND GRUBBED 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 SOILS ENGINEER. 20. FILL MATERIAL SHALL BE SUBJECT TO THE SOILS ENGINEER'S APPROVAL. 21. ALL FILL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OF THE TOP OF EXISTING OR PLANNED CUT SLOPES. 22. THE CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTING; FACTOR OF 1.30. THE ENGINEER MAKES NO WARRANTEE EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. IF A DEFICIENCY OR AN EXCESS OF SOIL ARISES THE GRADING CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT AND FILL. 23. THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMI-- PURPOSES ONLY. THE CONTRACTOR SHALL, AFTER EXAMINING THE PLAN, SOILS REPORT, AND THE SITE TERRAIN, PREPARE HIS BID PRICE FOR THE PROJECT, BASED ON HIS OWN EARTHWORK CALCULATIONS. 24. EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE COORDINATED WITH THE INSPECTOR AT THE TIME OF GRADING. 25. IF THE CONTRACTOR IS IN DOUBT AS TO THE 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. 26, THE CONTRACTOR SHALL COORDINATE WITH THE INSPECTOR AND THE ENGINEER THE LOCATION OF THE BORROW AREAS PRIOR TO BEGINNING CONSTRUCTION. 27. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS, OR OTHER DOCUMENTS. 28. ANY TRENCHING TO BE DONE WITHIN THE PROJECT SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE CITY STANDARD DETAIL S-39. 29. SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAVED BY THE BUILDING OFFICIAL. 30. IT IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS GRADING CONTRACTOR TO (A) FAMILIARIZE THEMSELVES WITH THE FOREGOING RECOMMENDATIONS (B) NOTIFY THE ENGINEER WHEN SITE PREPARATION BEGINS AND BEFORE THE PLACEMENT OF FILLS, AND (C) INFORM THE ENGINEER IF ITEMS WHICH MIGHT EFFECT FOUNDATION STABILITY ARE ENCOUNTERED DURING EARTHWORK OPERATIONS SO THAT THEY MAY BE TREATED UNDER HIS DIRECTION (THESE MIGHT INCLUDE BURIED TRASH OR VEGETATION, PIPELINES, ABANDONED WELLS, OLD FILLS, ETC.). 31. FLOODING, JETTPNG, OR SIMILAR CONSOLIDATION METHODS OF COMPACTI DN SHALL NOT BE PERMITTED. 32. ANY ABANDONED WELLS ON THE PROPERTY DISCOVERED DURING GRADIIJG SHALL BE ADEQUATELY CAPPED IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, AND STATE ORDINANCES. 33. A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOF OF ALL CUT AND FILL SLOPES TO PREVENT RUNOFF FROM GOING OVER THE SLOPE. THE FACE OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA. 34. IN ACCORDANCE WITH THE SOILS REPORT, LOOSE FILL SHALL BE REMOVED AND RECOMPACTED. AFTER STRIPPING AND FILL REMOVAL OPERATIONS, THE AREAS OF PROPOSED DEVELOPMENT SHALL BE EXCAVATED/SCARIFIED TD A DEPTH OF 18 INCHES, MOISTURE CONDITIONED AS NECESSARY, AND RECOMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY PER ASTM TEST METHOD ASTM D1557-02el. 35. ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MJST BE COMPACTED TO NINETY PERCENT (90%) DENSITY FOR A MINIMUM DISTANCE OF FIVE (5') FEET BEYOND THE OUTSIDE EDGES OF THE FOUNDATIONS OF THE STRUCTURES. THE DEPTH OF OVER -EXCAVATION AND COMPACT ON IN PAD AREAS SH/,LL BE 18 INCHES BELOW EXISTING GROUND ELEVATION. RE -COMPACTION OF OVER -EXCAVATED MATERIAL SHALL BE TO AT LEAST 90% OF MAXIMUM DRY DENSITY. 36. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURAL FILL AND THE AREA SCARIFIED TO A DEPTH OF 6 INCHES. Consulting Engineers I DATE: 07/07/16 Foundation & Structural Engineering SCALE: AS SHOWN Land Planning DRAWN BY: Land Surveying JK Soils Testing APPROVED: AH 37. FILL AREAS SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 38. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6 INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY APPROVED METHOD. 39. ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY 2013 C.B.C. APPENDIX J AND SO CERTIFIED BY TESTS AND REPORTS FROM SOILS ENGINEER. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 40. 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 PATRICK: & HENDERSON, INC. 41. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR PERFORMING WITHIN EXISTING ACCEPTED STREET RIGHT -OF -'NAY, UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -'NAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERM!-* 42. CITY INSPECTOR TO BE NOTIFIED 48 HOURS PRIOR TO PLACING FILL MATERIAL WITHIN THE LIMITS OF GRADING FOR THIS SITE. 43. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-0009 DWQ AS AMENDED BY ORDER 2010-0014-DWQ 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) B=e PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. 44. THE LANDSCAPE AREAS: VIAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE A MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 45. ANY PU3LIC FACILITIES IN STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY THE CITY ENGINEER. 46. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECT ON MAY BE NOTIFIED AT (661) 326-3049. 47. COMPACTION TEST NOTICE: COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SU3D `•✓IDER/CONTRACTOR. THE NUMBER 0w nF REQUIRED-ESTS SHALL BE DETERMINED BY THE CITY ENI([R:k.h� ING PLAN as shown on this drawing is hereby approved, subject to any indicated corrections or additions. App z rval by the Public Works Department and Budding Department Indicate i approval only as to design criteria used and conformance to City Stan 1 irds. Codes and Ordinances. Engineer for the subdivider or developer s iall be responsible for accuracy of calculations for this plan and shall sub i d a certified -as. graded' plan after completion of the grading. APPROVED B,� t ublic Works artment + --- . /Date uU i:.-1L_I � I_._..I! ,J r° 5TH sx a STH ST R3 Id g Department R3 ao Date z ca Cr a. pow `� a Fqa F,-,] c-] R-- ra10 -3cl-, x 4TH ST 4TH ST R-3 R3 Middle ' R-3 R Scfsod{ R-3 C_2 CHESTER ni R-3 R3 C-2 R 1 J __ [ C1 R3 DST 3, A02- 7 1 lt7 T SHEET NUMBERS DESCRIPTION REVISION PI. -AN CHE--(' S 1 TITLE SHEET AND GRADING NOTES w BAKERSFIELD, CA 93304 2 GRADING PLAN 1 ALLAN P. HENDERSON 3 EROSION CONTROL =LAN 1 2 4 DEMO PLAN 1 �, LEGAL_ DESCRIPTION: PARCEL 3 OF PARCEL MAP WAIVER NO. 28-93 PER BK. 6889, PG. 2191. ALSO BEING A PORTION OF THE SW 1/4 OF SECTION 31, T.29S., R.28E., M.D.M. IN THE CITY OF BAKERSFIELD, COUNTY Cr_ KERN, STATE OF CALIFORNIA. QUANTITIES: THE QUANTITIES SHOWN BELOW ARE FOR GRADING PERMIT PURPOS=_S ONLY, AND SHALL NOT BE USED FOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE HIS OWN ESTIMATE OF QUANTITIES F -OR BIDDING THIS PROJECT. ALL QUANTITIES WERE CALCULATED BASED ON A 0.20' FEET LOSS DUE TO CLEARING AND GRUBBING OF THE SITE. THE ENGINEER MAKES NO WARRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR. ADJUSTMENTS TO GRADES SHOWN ON THESE PLANS MAYBE REQUIRED TO BALANCE GRADING. APPROVAL OF ADJUSTMENTS BY THE ENGINEER ARE REQUIRED. EXCAVATION (EXCLUDING OVER -EX): FILL (EXCLUDING OVER -EX): COMPACTION FACTOR: PROJECT ACREAGE (ALL PHASES): 310 C. Y. 450 C. Y. 120% 30,235 SF (GROSS) 0.69 AC BENCHMARK USED: CENTERLINE OF CHESTER AVENUE AND BRUNDAGE LANE ELEVATION = 386.96 DATUM (U SGS) BASIS OF BEARING_: THE BEARING OF S 89°09'25" E SHOWN FOR THE CENTERLINE OF FIRST STREET PER PARCEL MAP vVAIVER NO. 28-93 PER BK. 6889, PG. 2191. �F(,0, �I t N Z C, m s j:� Pio. 025224 +� } txp. 12-31-11 d'jq� C:Ivti+- J���/ rW 1 R-3 OF C R-1 rt3 PREPARED APPROVED BY: R-1 rhe C-2 �y � � I�I�K sr R-3 4 i r BY - R R-1 ALLAN P. REND N (DATE to ST ECALIFORNIA RCE NO. 25224 PREPARED FOR: KEY MAP ZONE MAP # SCALE: 1"=30o' STATISTICS INFORMATION OWNER: IGLESIA DE CRISTO SITE 1319 FIRST STREET w BAKERSFIELD, CA 93304 PREPARED 9Y: PATRICK AND HENDERSON, INC. FIRST ST ALLAN P. HENDERSON CALIFORNIA RCE NO. 25224, EXP. 12/31/2017 1965 AIRPORT DRIVE BAKERSFIELD, CA 93303 CONTAC`: BRUCE ANDERSON ASSESSCR'S NO: 010-312-15 SITE SIZE: 23,087 SF EXIST NG USE: VACANT PROPOSED USE: NEW SANCTUARY BUILDING HEIGHTS: 12'-14' DEVELOPED AREA: 23,087 SF S TE DRAINAGE: AS SHOWN �F(,0, �I t N Z C, m s j:� Pio. 025224 +� } txp. 12-31-11 d'jq� C:Ivti+- J���/ rW 1 R-3 OF C R-1 rt3 PREPARED APPROVED BY: R-1 rhe C-2 �y � � I�I�K sr R-3 4 i r BY - R R-1 ALLAN P. REND N (DATE to ST ECALIFORNIA RCE NO. 25224 PREPARED FOR: KEY MAP ZONE MAP # SCALE: 1"=30o' EXP. ' 2/31/2017 `> VICINITY MAP + R3 THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND NOT TO SCALE TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STf�\IDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT x " a REQUIREMENTS O_ THE ADVISOR`' AGENCY OR OTHER REVIEW BOARD. z � ANY ERRORS, OMISSIONS OR OT --E- VIOLATIONS OF THOSE ORDINANCES STANDARDS DR C-2 SECOND ST DESIGN CRITERIA ENCOUNTERED -RING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFECTED ON CC='= =CTED PLANS SUBMITTED 0 THE SITE w CITY ENGINEER, Q FIRST ST G-2 BEI! PERMIT W I- NO.: criw 000043 cn BRUNDAGE LN J 58 EXP. ' 2/31/2017 `> VICINITY MAP + R3 THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND NOT TO SCALE TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STf�\IDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT x " a REQUIREMENTS O_ THE ADVISOR`' AGENCY OR OTHER REVIEW BOARD. z � ANY ERRORS, OMISSIONS OR OT --E- VIOLATIONS OF THOSE ORDINANCES STANDARDS DR C-2 � c2 DESIGN CRITERIA ENCOUNTERED -RING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFECTED ON CC='= =CTED PLANS SUBMITTED 0 THE , CITY ENGINEER, _a 1 LN G 1� G-2 BEI! PERMIT NO.: 16- 000043 IGLESIA DE CRISTO 1319 FIRST STREET BAKERSFIELD, CA 93304 • CITY RECORDS NO.: 1319 FIRST STREET REVS 2 011_16 GP SPR (16-0032) GRADING PLAN COPYRIGHT ©_,� Y DESCRIPTION: PATRICK & H=NDERSON, INC. TITLE SHEET AND GRADING NOTES No.: 011-16 F'rkH SHEET NC. FOR 1 SW 1/4 OF SECTION 31, T.29S., R.28E., M.D.M.' SHE=TS ISSUE DATE: IN THE CITY OF BAKERSFIELD 07/07/16 KERN COUNTY) CALIFORNIA STATE LICENSE - 25224 REVISON: 04 06 17 ` B.O.B. S 89°09'25" E 'z'y�' - -_ 73a�.�- - _--- 6" CURE 3" SETBACK FROM 6" CURB -`--069'----� / FIRST STREET EXISTING BLOCK -EXISTING 12" LETTERS NO Q. TRUNCATED DOMES FENCE PARKING" PAINTED FINISHED GRADE O WALL/� FF = 390.3 /� IN TRAFFIC WHITE NEW ASPHALT CONCRETE -- -- 46 PAVEMENT ---- "� ^� AV MEN OR NEW CONCRETE 1 .__-------------- - _ V� - J o o � oo � �y �� 4�' ACCESSIBLE � � T -68 -------- - - ° 0.35% PARKIN o c' ^ c' °jo G SIGN y --- -- �� 2. 24 24 P - o_ -R I __ F - -- STRIPPING PAINTED 36"X36" ACCESSIBLE - ---- ---- _ --- z_ - - - - -_ _ _- _ -_ _-. -- - TRAFFIC BLUE TO tib SYMBOL PAINTED WHITE 2 - -- -- g�� INDICATE ' WITH BLUE BACK GROUNDa1� N ag• B ;tY 8 W e EXISTING GRADE ACCESSIBLE 17.5' 6" CURB w� LOADING ZONE 9 LEGEND . - '\G LS 5 6 L 4 V -GUTTER �$ 25 _-.3 N, R W SECTION A -A EXISTING BLOCK WALL �- °° PROPERTY BOUNDARY g0' 6a 3gp Ig h- 2:1 x 2: 1 3g / �� BUILDING _ 8" THICK -° CLASS ° Fc�1l 3a8g Sag• 9- '390.10 g0. TC NOT TO SCALE ^6" CURB 00 a a "B" CONCRETE PROPERTY NOTA PART ` a5 3 °I° o.3q o�3% IKES 0. 1 GRADE ACCESSIBLE VAN 48" Sag- I f� ! ;N �� 0 s EXISTING ° ° ° - EXISTING EDGE OF PAVEMENT Gg 03 1 J v O`G J9 PARKING SIGN ° G ° a 0 r EXISTING OVERHEAD POWER LINES ago 3 Q �� �� = h o,0 �O =vh I �� 4 WIDE 'V' -GUTTER 4 Pa�� 60O' F5 o °, }t POWER POLE �g p o O F S Sag �g �p . ;. N rn 2 n 1 - - - - -- - - I - _ _ ... _ -- - - GUY WIRE �g0 �o �gp• I COMPACT 12" DEPTH OF NATIVE �- EXISTING CHAIN LINK FENCE �9• 390.70 TYPICAL ACCESSIBLE PARKING I - MATERIAL TO 95% RELATIVE FS A NOT TO SCALE COMPAC ION PER ASTM D 1557 --- -------EXISTING 6' BLOCK WALL APN: 010-312-04 EXISTING V- GUTTER I'12"X GREEN LETTERING, �T EXISTING TELCO BOX I 17.5' S' I 4' V -GUTTER I I CONCRETE V GUTTER REMOVED ARROW &BORDER q re ws ® EXISTING SEWER MAN HOLE MAX SANCTUARY Ks� N 5,400 SF SECTION B -B FNNING WHITE SYMBOL ON NOT TO SCALE EXISTING DRAIN MAN HOLE 38g' I' I NOT TO SCALE BLUE SQUARE �s-FF = 390.3 ,so,s jj y--r�__.WHITE BACKGROUND w r: EXISTING WATER VALVE 3 =_ _- PROVIDE AS NEW PAVEMENT PER PER SOILS - 0 0 4' V -GUTTER �� F'EQUIRED ON PLANS naaesµsrec REPORT °' X430.25 EXISTING SPOT ELEVATION 1.7% \ MIMMUMFINE METAL SIGN RAD. = 0.5" TYPICAL 6" 1.5" N O O sw � � G I' e35Z I 12 OPENING TYPICAL (ALL IVLET S " GREEN LETTERING,o19- 85 84WHEN TOP OF CURB AND CUTLETS 17 PEDESTRIAN PATH WHITE BACKGROUND TW TOP OF WALL -�G 3ag•2 �� ° TB TOP OF AC BERM Gggai S 3ag5 2F5 I / X0.6.4 =ROM CAR TO WALK + 3a -51 P .1' 17.4'ag03 / 2:1 MAX ❑ REFER TO LEGEND 0./4 tC PASSES BY OR o TG TOP OF GRATE 3a 9 5A Y , o:A,. +0.5 TC FS UNDER THE SIGN c° STEEL POST (2"X2") SLOPE VARIES FLOW LINE 3a �G Ir„� rne� 0 FS -.0.67' cv LIP LIP OF GUTTER Sag 8 P p PMW NO. 28-93 eX/sTi ° ° FS FINISHED SURFACE 3 L 6 F a0 NG FG FINISHED GRADE 3ag5o I 0 BK PARCEPG. 2191 I ,'' 12" OUTL T DF y ,0 2:1 MAX. GRA I 7 CO° L 3 EP EDGE OF PAVEMENT 0.53 AC / !/ 0 P �% + CONCRETE BASE BW BACK OF WALK j 0.64 rC FF FINISHED FLOOR I 3g 3 APN: 010-312-15 I J,! �i� 91.2= 4' V -GUTTER FJEOFER TO PLAN FOR GRADES +0 �4 FS B " FP FINISHED PAD 0. HP HIGH POINT 3 9.80 TC g0? FS 7 1 ' � L '-YPICAL SILT RETENTION BASIN N NOTTO SCALE ALCONCRETE CURB GB GRADE BREAK I FS 3 __ 60' a 1 8.83 3 '0.30 TC/; 391.,3'J P OT TO SCALE 412" RC TOP OF RETAINING CURB BO BLOW OFF VALVE 389 X90.20 c _ J ACCESSIBLE PARKING SIGN SP SERVICE POLE 3889 �S I' B 39 ' ° 20 Z 1% 389.42F$ ,/ - TO SCALE 9 2S TC 3 �2 390 (389:00);:, ❑1 NO CURB A2 89 >Q TC 3g8g 21�\P I ❑2 DEMO EXISTING AC & V -GUTTER _�C 7 G 'w� 5' APN:: 010-312-11 ❑3 CURB TRANSITION 0.2' TO 0.5' 3ag� / 3$ •73 O F`, pJ01 FIRST STREET T a� Sag2 G 9823 C o ltgO k ^ '1 o,o �9 a COMMON DRIVE EASEMENT PER BK. 6989, PG. ` g �� 40 �/� ��\ "7 ^b O5r o ❑4 2216, O.R. AND BK. 7G17, PG. 1926, O.R. fag 2�a�\P I! 3 1.5% 18' SEE 38g FL' 030 TC ,.ss% �'F: REMOVE EXISTING CURB, GUTTER, S/W, & DRIVEWAYS 5 ROOF SILT RETENTION BASIN BOTTOM = 389.19 A8g•80 ❑ H SAWCUT 51' © ROOF SILT RETENTION BASIN BOTTOM = 389.34 I O S r•=: 19' loV o rn `�' rn 6'-\ it7 ❑7 ROOF SILT RETENTION BASIN BOTTOM = 388.93 �o!o `� ,/00 r ag5 r°'1 oc 0, n . Z I `b ) `" N Vi 0�0 00' � O� r ® PARKING SILT RETENTION BASIN BOTTOM = 388.60 389• a� ��'(3.00 �� '�9 _f rI=: a co CO `389. 0 F S ,� • 8 ^���� "� 3� 3ag 5 �F,�c, sem' -P1 � PARKING SILT RETENTION BASIN BOTTOM = 388.50 ° 0.39 ��O �� `� '% 10 PARKING SILT RETENTION BASIN BOTTOM = 388.18 38g 62 TC ° _- ��� �O L 389 SO _ _ - EXISTING PARKING SILT RETENTION BASIN BOTTOM = 388.00 390,p0 �; as 38g 45 Fg 1% PP 0 FS SIDEWALK v EXISTING FF 38850 tC ® �� 9 �� 10 1 89 o S DEWAL 1 PARKING SILT RETENTION BASIN BOTTOM = 387.80 390. F w °' `� 9 �t S9 I - ❑2 00 TC J o 8� 1 ads . yh �ti 8 �' 6 v 9.50 FS - o T �g x 5tt 13 PARKING SILT RETENTION BASIN BOTTOM = 387.71 o� i n �' tij� I $9 o' o FS LS ��' ^�� s, 29' s ,% ❑14 PARKING SILT RETENTION BASIN BOTTOM - 387.66 g.5 - 3a 1.1 sa d .� ° ' 15 2" PVC PIPE ® 1.2% 10 L.F. G '% gc'rL ( Q � �. J.-. Q �a? 88g� � 65 B�IJ - - - - - - - SAWCUT/DEMO LINE jar 1g i 4 ���9 N O pY ' z sea I . 3 8 g• PMW NO. 28-93 3 0 ag • �a -9 .9 �� h 1 a i 8� TG 3$ L S , 89 �s 89 LS I� .� o �rL �' IP �o BK. 6889, PG. 219 \c ��s T ❑ LIMITS OF DISTURBANCE `� J� 2 Q----�`3� C � � �� PARCEL 3 i s�' 9�s�� ^� i ��,�. p� ` f: - 0.53 AC s TRUNCATED DOMES SEE DETAIL 'K' 0.2% 1,� 1y ' ` !� 2: 1 - APN 010-312-15 CONTOUR INTERVAL = 1' C-) 388.97 TC % F DRIVEWAY AT FIRST STREET LIST OF CITY STANDARDS 5��1 6 F r NOT TC SCALE a ¢ 2 g 388.47 FS - -... COMMERCIAL DRIVEWAY ST -4 baa gg a' i TYPE 'A' CURB AND GUTTER ST -1 baa 1% SIDEWALK ST -3 I !sea 12 I 38 ' •./ P W NO. 28-93 PAVING PATCH ST -11 I o ® 3B �s(�/G_��SB�N� BK. 6889, PG. 2191 REFUSE CONTAINER PAD ST -27 & ST -29 i 8 i- o ° o / ° c 8 33 p�� �� ��o�� FWN NO 28.9 1 8 6 T PARCEL 3 � STANDARD TRENCH BACKFILL ST -12 0 ° o p ° 0 4a. � BK. 6889, PG. 2191 �' BK. 6889, PG. 2191 �,A 0.53 AC CONSTRUCT MANHOLE SW -2 & SW -6 FMW NO 28-9 3 FMW NO 28- 'i APN: 010-312-12 PARCEL 2 PARCEL 1 � A N:010--312-15 SUMP/DRAINAGE S-9 BK. 6889, PG. 2191 BK. 6889, PG. 2191 N i i APN: 010-312-16 APN: 010-312-17 8� O ( R/W D-11, D-12, & D-13 PARCEL 2 N PARCEL 1 ! 0,'.>' 4 � 93�r °I HANDICAP RAMPS STATE OF APN: 010-312-16 I `� APN: 010-312 ' 7 I ' R/W �� ���� 8sg4 CALIFORNIA STANDARD PLANS A88B I i I I - _ Q ,ji S irk _ 8 A f <� A90eEDGE OF EXISTING GUTTER << r� i 0.7% $1 a8 385.86 FS 1% 88 TC r •yam L 17 A 388.38 FS _ _..----LS_-- 339 88. a 0 - - 2 1g of 3 FS 3aS.69 - 8 _ -------- --_._.... O I 13 9 00 EXISTING EXISTING ' GRAPHIC SCALE � -_ SIDE WALK 00 SIDEWALK -----------r 10 20 40 013 N - ( IN FEET) 1 inch = 20 ft. - - - - - --- - 1% 389 0(j i 1% g6 � ��� _ glb• �9 - - - - - _ _ - 61 ~fR/W 3 3 - a$. N� 062 O g1 �.`sc' n 88 4 0 ------Ln CN ----------------------------- `�9- -- JG �R/ W 8� 36 J REMOVE EXISTING CURB, GUTTER, S/W, & DRIVEWAY ... __ •''•` � 168�---.__ SAWCUT 42' T -------------- a -_ -- - Aga• goo (q40.6 6 B W) -u- 1 0.26% G L - � - - - � - - - - - - - - 1 0.13%----- - - 0 ���. to PATRICK AND HENDERSON INC. PLOT INFORMATION: REVISION 3 05/10/17 ATRICK&1965 AIRPORT DRIVE Consulting Engineers BAKERSFIELD, CALIFORNIA 93308 Foundation & Structural Engineering ENDERSON(661) 391-9854 Land Planning NCCIVIL & GEOTECHNICAL Land Surveying . ENGINEERING FAX: (661) 391-9926 Soils Testing BRUNDAGE LANE 36' J BRUNDAGE LANE G DRIVEWAY AT BRUNDAGE LANE NOT TO SCALE DATE: / NOT TO SCALE REVISION 07/07/167 DATE REV # _ D S RIP -n N - Y �• NOT TO SCALE 10/06416 1 REVISED SITE LAYOUT AND CITY PLAN CHECKS JK GREEN 04ZO6/17 2 REVISED PER CITY PLAN CHECK COMMENTS K_ SCALE: AS SHOWN 05/10/17 3 REVISED PER CITY PLAN CHECK COMMENTS JK WHITE SYMBOL ON 00 STATE LICENSE: 25224 58-61 BLUE SQUARE - - DRAWN BY: O 0: - - - J K ------------------------ BA: KGROUND VM REQUIRED ON PLANS xccEsslac APPROVED: AH MMNMUM FINE METAL SIGN 84" WHEN --GREEN LETTERING;, PEDESTRIAN PATH TRUNCATED DOMES 'REPARED FCR: IGL=SIA DE CRISTO 1319 FIRST STREET BAKERSFIELD, CA 93304 to to � ASPHALT CONCRETE PAVEMENT COMPACTED PER SOILS REP:rR- CLASS 2 AGGREGATE BASE COMPA--TED PER SOILS REPORT ° . x x � L -NATIVE SOIL COMPACTED PE' / NOT TO SCALE SOILS REPORT O E' TYPICAL ASPHALT CONCRETE PAVING SECTION _ �• NOT TO SCALE PATRICK & HENDERSON, INC. 22.9 rtrn-23.4 rnm 12" � GREEN LE- TERING, �FprESS/pfy� eletietton ARROW & BORDER 07) PpetaNG jr WHITE SYMBOL ON 00 STATE LICENSE: 25224 58-61 BLUE SQUARE 2.3-2.4 0.65 min. e 16.5 sr �►�,��Q O 0: PROVIDE AS WHITE BA: KGROUND VM REQUIRED ON PLANS xccEsslac MMNMUM FINE METAL SIGN 84" WHEN --GREEN LETTERING;, PEDESTRIAN PATH TRUNCATED DOMES WHITE BACKGRO:ND FROM CAR To WALK + PASSES BY OR o UNDER THE SIGN w -STEEL POS- (2"<2") -CONCRETE BASE E � ACCESSIBLE PARKING SIGN top diameter of / NOT TO SCALE 0-45-1.47 O i } BY f).9 -c7. J2 PATRICK & HENDERSON, INC. 22.9 rtrn-23.4 rnm az ~ �FprESS/pfy� eletietton 01? HFN F��\ i- 07) ;entarW, jr alm o I top diameter of 0-45-1.47 11,4 rim -17.9 mm i base diameter of BY f).9 -c7. J2 PATRICK & HENDERSON, INC. 22.9 rtrn-23.4 rnm _ ".22 OJ".22 fa; 4.6tmr56rnrn �FprESS/pfy� eletietton 01? HFN F��\ i- 4 SHEETS ;entarW, jr 2.3-2.4 No. C25224 zi ° ��� STATE LICENSE: 25224 58-61 E'q' 12-31-17 2.3-2.4 0.65 min. e 16.5 sr �►�,��Q O 0: 58-61 o O o . 0 O O G O (b) Ft an TRUNCATED DOMES NOT TO SCAL NOTES: 1. ALL WORK TO BE CONTAINED WITHIN THE "LIMITS OF DISTURBANCE" NO DISTURBANCE, EQJIPtAENT STORA,;E, OR SUPPLIES SHALL GC OUTSIDE OF THE LIMITS WITHOU' CITY OF BAKERSFIELD PLANKING APPROVALS. 2. MBHCP INFORMAT ON SITE DISTURBANCE NOTE: TOTAL AREA OF .>ITE DISTURBANCE: 30,235 SF (0.69AC) 3. 2% SLOPE FOR 5' KIN. FROM ALL EXTER OR WALLS. SPECIAL NOTE IT WILL BE THE CONTRACTORS RESPON&B LITS TO FAMILIARIZE HIMSELF AND COMPLY WITH ALL CURREN- RU --S AND REGULATIONS REGARD 14G DUST CONTR:'L AND COMPLIANCE WITH RULE 4641 DURING PAVING OPER/-TONS. IF CONTRACTOR IS NOT FAMILIAR WITH RULES AND REGULATIC\S, CONTACT WITH THE SAN JUAQU N VALLEY AIR PCLLJJTIOPJ CONTRCL DISTRICT SHALL BE MADE PRIOR TO CCNSTRUCTION TO CBTAIN CURRENT RULES AND REGULATIONS. 011-16 GP DESCRIPTION: H _ EXISTING CURB & NEW V -GUTTER NOT TO SCALE If necassar� odfi I R/W or Obtain 4.0' min 10,0' _ easement to aceanmodate hall ---{ depth of drive approach. - 2.Ox max slope 6.0" min. I - 6.0'men /4 Rebar - 14' OC both ways Irl! wdth o/ rrpproaeh, Z - /4 Reba; eavir with 20' deamnce from bottom cf concrete. SECTION A -A ��d &N rk!l of NOTES. opproac6 suit k gutter. I. Al warkmanshp anal motwks shop :cnfvm; to the appllcab/e 10. Sect ons of existheg drfvs ryp Doth bang remo�sd for reoloceneal sections of the spwlRcoNans entltkd "State of Cdi=4 Dyt. of shay be sawcut at the ymits of remawt w -rutted by the City f-aoe� Transportolioq Standard S,o-canons; hereafter known as 3londard The sectfan bvkg removed ark# be a min of 50'#, eVlh and s"culs Specirrcotions; carent City approved ed uev. shag earth eidaarq plot or store h'ne. Re&car"t andl cxlwm 2 A current Street Pen# Issued by tte City of tlakerefde, public m and A to the adjacent existing 1humvements We Deportment must occompany all "c ;P wilco qty rol-of--way unless offavise dxected 3 Subgrads shol be constructed true tc grade and cross section 11. Sections being Mlaced -eoy be pourse agakst e:r sing pow,ent, cid compacted to St'tt' of maximum di) crernrty as determined by A57M if !n g� ca diffm and w4tr ,ails prowl of the th v Ergrnew. ASTM D -T557 to a depth of 6.0' below tqo of;v-*;ode. Ofh fAM the exstklg pov�er-"t Shoff be sawcut a ;nn of 20' Fon the edge of concrete or as 1i•eeted pamment pots shop con fame 4. Concrete for delve approach &W ccvramr to the regrrkements of the to the requirements of SYmderd Detorl SF -11. Standard Specifications for minor concrete (min, cement canunt of 505 @ cu Concrete shag contain ;w addntim unless prior opprood 12. Gab ad gutter and bay of approach shay be o xred seperoteilr is cbta/ined L the Cfty Engineer. not monogfhica#y. 5. amber .krms she# be surfaced on rhe old* placed next to the 13. Total maxmum Awo6k drive approach width sxp not excre160x concrete and shay not be less than 1.5• "hick ager surfacing fomes of commerciol/malli-fomnYy argowt), fiantage. Xv, approach de'senaiab cod subgrade shay he wetted /mmediate'y prior to concrete piacs ment as shown on approved plan, soap be the Iasis of such defermirc'hm. 6. Concrete shall be troweled smooth, edged and then given a t0f 14. kFth opprowl hon the (IVY Emgvnesr Iota apprca width, ixludmg broom An sh. lmmedhtery afterimishin_a, ad exposed surfaces sTdW;F may be bncreased to . 0' maximum Ta M -t aa.l M-2 uses, where receive a unllam opp6cotian ct white piynanted axing compound high whrmes of semi -truck and troikv use warrant canfamning to the Siw�dard Speci6catias, flee concrete surface shop be kept moist un!y the curing compowd 's applied. 15 A mi * wm of 11 of tight curb shall sepmte 're appraaehe; except as noted m S1an*rd f eW r-20,oras ryprnved by City Enyirser. 7 E�arsiai jok�is shah be constructed at both aids of appraacA. Redened fie johns: 20' ditA Ad ba *cod of center of approach 16. � gp�le roxstrw1ke k P -died x1hh, a s"'661 a oyer end at 10 max. hntenals a as &ectso ty the qty Ergi7ee 8. Exponskn jobrt Mer material shall oarsist of preformed stros of 17. AAD p& t o/ M 'm gafhaach •shay be e etyi x odpcen� drrobie res<ryat rompourd that confom� `o the requirements of the ply �e apec!£coyy a�'•P1'� by y the arty f mdeeer Standard Spee/flcntlons 18 See Tubb 6.11 Ir use of !his dnro approach sunder,'. 9. Ithws new approach is bang anstru,-ted adjacent to existing curb '45't)p. and gutter, the existing curb and gutter sW be camptetely removed and replaced with retia as shown above No cab rof' is ailowed for cammerciallmulti-fomdy drive approoch p y, construction. G Ott S.0' x 4.0'. both WoSee Sufoce, typ. bath sides Sae ?, p;, .� _ • - Note 4 on Detail Sr qb PERMIT NO.: 16-40000043 1319 FIRST STREET SPR (16-0032) GRADING PLAN GRADING PLAN FOR SW 1/4 OF SECTION 31, T.29S., R.28E., M.D.M. IN THE CITY OF BAKERSFIELD KERN COUNTY, CALIFORNIA I a CITY RECORDS NO.: REV: 3 COPYRIGHT _ BY _ PATRICK & HENDERSON, INC. JCB NO.: 011-_-16 PB:H SHEET NCS 2 4 SHEETS ISSUE DaTE: 07/07/16 STATE LICENSE: 25224 REOSION 05/10/17 .: 389.9C, - \396.06 -06�-- -9Q.22 PATRICK AND HENDERSON INC. PLOT INFORMATION: REVISION 3 05/10/17 NPDES BMP PLATE NO. �w ATRICK& 1965 AIRPORT DRIVE Consulting Engineers DATE: 07/07/16 SCALE: AS SHOWN BAKERSFIELD, CALIFORNIA 93308 XEENDERSON Foundation & Structural Engineering Land Planning DRAWN BY: JK (661) 391-9854 ^ CIVIL & GEOTECHNICAL FAX: (661) 391-9926 N C Land Surveying Is ENGINEERING Soils Testing APPROVED: AH BEST MANAGEMENT PRACTICES (BMP's) General Notes �5 1. Best Management Practices (BMP's) contained herein reflect the miniml:m requirements. Alternate methods providing equal or greater protection may be utilized For in depth zZ information on BMP's refer to the California Storm Water BMP Handbacks, available at www.cobmphandbooks.com, Colifornio Deportment of Transportation Cowruction Site BMP Fact Sheets at www.dot.co.gov/hq/construc/stormwoter/factsheets.htm, and/or USEPA BMP Fact sheet O http://cfpub.epo.gov/npdes/stormwoter. 2. All construction activity shall be performed in accordance with a Stormwater Pollution Prevention Plan (SWPPP) developed and implemented in compliance with the requirements of the National Pollutant Discharge Elimination System (NPDES) Constru.tion General Permit Order No. 2009-009-DWO and as amended by Order No. 2010-0014-DWO. 3. The SWPPP shall: o. Identify potential pollutant sources and include the design and placement of BMP's to effectively prohibit the entry of pollutants from the construction site onto the street and/or into a storm drain system during construction. b. Be kept on site and amended to reflect changing conditions throughout the course of construction. c. Be kept up to date. Any additional updates requested by agency rep,esentative ore to be made immediately. 4. Non-Stormwater discharges are prohibited from entering any storm dro n system and/or street. 5. Discharges of pumped ground water require a discharge permit from the State of California Regional Water Quality Control Board (RWQCB). 6. Pollutants shall be removed from Stormwater discharges to the Maximum Extent Practicable (MEP) through design & implementation of the SWPPP. 7. A standby crew for emergency work shall be available at all times durng the wet weather season, which is typically Oct 1 through May 30. Necessary materials sholl be available on site and stockpiled at convenient locations to facilitate rapid construction of emergency devices when rain is imminent. 8. Portable sanitary facilities shall be located on relatively level ground away from traffic areas. drainage courses, and storm drain inlets. 9. Employees, subcontractors and suppliers shall be educated on all BMP's. including concrete waste storage and disposal procedures. 10. Sediment control practices shall effectively prevent a net increase of sediment load in stormwater discharge. Paved area■ Corrugated steel parels Original -�� grade TI N AA A AL NOTE: Construct sediment barrier and channelize runoff to sediment trapping deice ew.w, ...v. P of f� Corrugated steed panel. - Fr or as R �a !Ilij,l requires to t accost -dote 4N.I antitip :led -.. traffic. 4 f Min. E -V 'if entrance is not paved, either re ocote wvew the steel panels to edge of pavion-I or Match mtr•nc« place Type I -hed oggregat-. Existing Code Irs- TYPE 2 ALTERNATIVE ENTRANCE NT use of corrugated steel plates, shaker plates, rumble plates, etc. C-2 OTABIMED CONISITRUCTION ENTRANdE/EXIT Sift Fence constructed Wong leve contour Maxb+un cope length Maxinum tributary area .25 ocre/10 2,x2, of Fence. wooden 26, Filter Fabrlc� p„ypast 8 10' pycYa .. ..(moxf < Flow ,rw fm �•fr•�'Conpactwd prF°fwf _0 24' back Fill 22' Maxinum 6 nkf' I Turn last 6' of width=500' 19' Fence up-slope Fstsr• Iebrlc 6' Slit Fence wl. Nates: 1. Construct the silt fence along a level contour. 2. Sift fences shall remain in place until the disturbed area is pe-monently stobilized. 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 shat be provided for every acre draining to the fence. 4. Tum the ends of the filter fence uphill to prevent stormwater `rom flowing Ground fhe fence. 5. Leave an undisturbed or stabilized area immediately downslope from the fence. 5. 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 upslope side of the posts using heov,.-duty (0.6 inch) wire staples at least 1.75 inches long, tie wires or hog -ings. 8. Filter fabric shall be woven polypropylene geotextile with a min rum width of 36 inches and a minimum tensile strength of 100 Ib force. 9. Wood stakes shall be commercial quality lumber no less than 2 inch by 2 inch, Wood stokes sholl be driven to a depth of no less than 18 inches from surface. OH$IL T FENCE GRAPHIC SCALE 0 1 20 4 ( IN FEET ) 1 inch = 20 ft. VISED COMM ` Back of sidewalk Sandbags/Gravel.- bags to Catch $psi overlap ,to curb Back of cu .Curb Inlet Direction_ _OV OF Flow ilk L Sondtxigps/Grave:•• begs Ply staclef7 tightly) wool m « on la a.e �ncn :, s;,,wl.. ea •na w arm mw ,« .vn cey eche. tie• • u.. •-a am•r i•I•twrom ,•sew • Spit way elevation shall Curb inlet notch top OF curb T' Spillwa �-Si&walk N , D = 12' Min. H = S' Min. Catch Hes i:\ - L = 6' No,. N ates: 1 Catch Basin/Inlet protection shall be installed wherever there is o potential of stormwater or non-stormwate- being discharged into it. 2. Inlet protection is required olcng with other pollution prevention measures such as; erosion control, soil stabil zalion, and measures to prevent racking onto paved surfaces. 3. Modify inlet protection as needed to ovoid creating traffic hazards. 4. Include inlet protection meosu'es at hillside v -ditches and mist drainage swoles. 5. Inlet protection shall be inspe=ted and accumulated sediments removed. Sediment shall be disposed of properly and in a manner that assures that the sediment does not enter the storm drain system 6. Damaged bags shall be replaced immediately. 7. Additional sandbag sediment traps shall be placed at intervals cs indicated on site plan. Ai CATCH BUIN/INLET PROTECITION Straw Mulch Hydroseeding I t . i a t v rx ., a t Hydraulic Mulch Geotextles Mals Plastic Covers and Erosion Con-rol Blankets Nat= 1. Soil/Slope stabilization practices sholl be designed to preserve existing vegetation where feasible and to revegetate open areas as soon as feasible after grcding. These control practices sholl include temporary seeding. permanent seeding, mulch ng, sod stabilization. vegetative buffer strips, protection of trees, or other soil stabilization practices. 2. Soil stabilization sholl be implemented on all inactive disturbed areas from October 1 lhru May 30 and on all disturbed areas dur'ng a rain event or potential rain. 3. Stabilization practices sholl control/prevent erosion from the forces of wind and water. 4. Stabilization practices shall be implemented !n conjunction with sediment trapping/filtering practices and practices to reduce the tracking of sediment onto poved roads. 5. When using straw mulching, the minimum application shall be 2 tons/acre. Mulch must be anchored immediately to minimize loss by wind or water. 6. When using hydroseeding/mulching, the minimum, application of wool fiber shall be 1,500 lbs/ocre, that does not contain more than 50 percent newsp-int. 7. For seeding recommendations, contact: USDA. Natural Resources Corservotion Service at 5000 California Avenue. Bakersfield. CA 93309-0725. Phone: (661) 336-0967. 8. When using hydraulic mulch, the application shall be between i to 2 tons per acre. 9. Geotextiles, mats, plastic covers and erosion control blankets should be considered when disturbed soils may be porticulo•ly difficult to stabilize. 10 For geolextEes, mats, and erosion control blankets. installation shoull be in accordance with manufactures recommendations. Typically overlap of geotextiles/mots edges is 2 to 3 in. and stapled every 6 in, When blankets are to be spliced, plots blankets end -over -end (shingle style) with 6 in. overlap and staple through 3verlopped area, approximately 12 in. apart. D) ER000Ar &OIVTROL PREPARED FOR: Absorbent Cleanup Materiol 7{ IIIois�I I NPDES BMP PLATE NO. �w CONTAINMENT AREA BERM KITH SILT FENCE NPDES BMP PLATE NO. H SANDBAGS/GRAVEL BAGS NPDES BMP PLATE NO. A l]lL.lir Notes: 1. Leaking vehicles and equipment shall not be allowed onsite. Equipment and vehicles shall be inspected frequently for leaks and shall be repoired immediately. Clean up spills and leaks promptly with absorbent materials; do not flush with water. 2. Vehicles and equipment shall be maintained, and repaired onsite only in designated areas. Prevent run-on and run-off from designated areas. Containment devices shall be provided and areas shall be covered if necessary. 3. Designate onsite 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, lubricants, and batteries. 6. Provide spill containment dikes or secondary containment around stored oil, fuel, and chemical drums. 7. Maintain on adequate supply of absorbent spill cleanup materials in designated area. 8. It is the contractors responsibility to regularly inspect the vehicle and equipment maintenance orea(s). © EQUIPAENT MAINTENAN& AREA,& Notes: Stockpile management procedures and practices are designed to reduce or eliminate air and storm water pollution from stockpiles of soil, and paving materials such as Portland cement concrete (PCC) rubble, asphalt concrete (AC), asphalt concrete rubble, aggregate base, aggregate subbase or pre -mixed aggregate, asphalt binder (i.e. cold mix) and pressure treated wood. Notes: 1. Protection of stockpiles is a year-round requirement. 2. Locate stockpiles a minimum of 50 feet away from concentrated flows of storm water, drainage courses, and drain inlets. 3. Implement wind erosion/transport control practices as appropriate. 4. All stockpiles shall be covered, stabilized, or protected with a temporary linear barrier (i.e. sandbags, etc.) prior to the onset of precipitation. MATERIAL ,9'TORA(rE E� II FPS OB NPDES BMP PLATE NO. CONTAINMENT AREA BERM KITH SILT FENCE NPDES BMP PLATE NO. H SANDBAGS/GRAVEL BAGS NPDES BMP PLATE NO. A l]lL.lir REFER TO GRADING PLAN FOR GRADES AND ELEVATIONS IGLE-IA DE CRISTO 1319 FIRST STREET BAKERSFIELD, CA 93304 011-16 GP DESCRIPTION: Notes: 1. Sediments and other materials shall not be tracked from the site by vehicle traffic. Theconstruction entrance roadways shall be stabilized so as to prevent sediments from being deposited into the public roads. Sediment deposited on the roadway must be swept up immediately and may not be washed down by rain or other means into the storm droin system. See Type 1 and Type 2 details. 2. Stabilized construction entrance sholl be: a. Located at any point where traffic will be ente(rng or leaving a construction site to or from o public right of way, street, alley, and sidewalk or parking area. b. A series of steel plates with "rumble strips", and/or min >3" to <6" crushed 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 can greatly improve efficiency. 4. All vehicles accessing the construction site sholl utilize the stabilized construction entrance sites. a. Remove all sediment deposited on paved roadways immediately, b. Sweep paved areas that receive construction traffic whenever sediment becomes visible. c. Pavement washing with water is prohibited if it results in a discharge to the storm drain system. ©NTABIIJZED C0NOTRUdTION ENTRANCE/EXIT 'ed Containment Notes: I. Excess and waste concrete shall not be washed into the street or into a drainage system. 2. For washout of concrete and mortar products, a designated containment facility of sufficient capacity to retain liquid and solid waste shall be provided on site and disposed of properly off site. 3. Slurry from concrete and osphoft sow cutting sholl be vacuumed or contained, dried, picked up and disposed of properly. OFCIONG'RETE R'A,S'TE MANAdEVENT Crushed aggregate greater than 3 inches but smaller thon 6 inches ,.t_fabric Original grq 12 inch nininun, unless otherwise specified by a soils engineer. Aggregate can be placed on original grade or subgraale. SECTI B B .,� NOTE: Construct sediment barrier and o channelize runoff to sediment trapping device I rhe largest construction vehicle tire. Match whichever is greater Existing Grade ELAN TYPE 1 GRAVEL ENTRANCE/EXIT Iw m+«tlate metro• x pwlnr C-1� {`STABILIZED dONOTRUdTION ENTRANCE/EXIT Notes: i. Fueling shall be performed in a designated area, away from droinc Te courses. 2. Absorbent cleonLp material sholl be on site and used immediately r the event of a spill. 3. Drip pans or obscrbent pads shall be used during vehicle and equiamenl fueling, unless the fueling is performed over on impermeable surface in a dedicated fueling area. 4. Dedicated fueling areas shall be protected from storm water run-on and runoff, and shall ae located at least 50 feet from downstream dro noge facilities and watercourses. Fueling must be performed on level-grcde areas. 5. Protect fueling areas with berms and/or dikes to prevent run-on, runoff, and to contain spills. © VEHICLE% EQUIPMENT FUMMd PERMIT NO.: 16-40000043 1319 FIRST STREET SPR (16-0032) GRADING PLAN EROSION CONTROL PLAN FOR SW 1/4 OF SECTION 31, T.29S., R.28E., M.D.M. IN THE CITY OF BAKERSFIELD KERN COUNTY, CALIFORNIA CITY RECORDS NO.: •• COPYR GHT BY PATRICK & HENDERSON, INC. JOB NO.: 011-16 P&H SHEET NO.: 3 ISSUE DATE: 0-7/07/16 STATE LICENSE: 5224 REVIS ON: ----05/10/17 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. PATRICK AND HENDERSON INC. PLOT INFORMATION: REVISION 2 04/06/17 ATRICK& 1965 AIRPORT DRIVE XEENDERSON BAKERSFIELD, CALIFORNIA 93308 (661) 391-9854 N CIVIL & GEOTECHNICAL FAX: (661) 391-9926 ENGINEERING ------------------- LEGEND PROPERTY BOUNDARY PROPERTY NOT A PART —EXISTING EDGE OF PAVEM PP EXISTING OVERHEAD POWE �- POWER POLE GUY WIRE EXISTING CHAIN LINK FEN, EXISTING 6' BLOCK WALL mT EXISTING TELCO BOX ® EXISTING SEWER MAN HOL ®p EXISTING DRAIN MAN HOLI EXISTING WATER VALVE EXISTING LIGHT POLE WITF X430.25 EXISTING SPOT ELEVATION - - - - - - SAWCUT/DEMO LINE TC TOP OF CURB TW TOP OF WALL TB TOP OF AC BERM TG TOP OF GRATE FL FLOW LINE LIP LIP OF GUTTER FS FINISHED SURFACE FG FINISHED GRADE EP EDGE OF PAVEMENT BW BACK OF WALK FF FINISHED FLOOR FP FINISHED PAD HP HIGH POINT GB GRADE BREAK RC TOP OF RETAINING CURB BO BLOW OFF VALVE SP SERVICE POLE CONTOUR INTERVAL = 1' EXISTING I GUTTER T FIRST STREET C14 BRUNDAGE LANE Consulting Engineers DATE: 07/07/16 oar REV DES REVISION PREPARED =OR: 04 06 16 2 REVISED SITE LAYOUT AND CITY PLAN CHECKS B Foundation & Structural Engineering SCALE: REVISED PER CITY PLAN CHECK COMMENTS X AS SHOWN Land Planning — — DRAWN BY: Land Surveying JK Soils Testing APPROVED: A SPECIAL NOTE IT WILL BE THE CONTRACTORS RESPONSIBILITY TO FAMILIAR, HIMSELF AND COMPLY WITH ALL CURRENT RULES AND REGULATIONS REGARDING DUST CONTROL AND COMPLIANCE WITH RULE 4641 DURING FAVING OPERATIONS. IF CONTRAC—OR IS NOT FAMILIAR WITH RULES AND REGULATIONS, CONTACT WITH THE SAN JUAQUIN VA -LEY AIR POLLUTION CONTROL DISTRICT SHALL BE MADE = RIOR TO CONSTRUCTION TO OB -AIN CURRENT RULES AND REGU_ATIONS. VIC_, �5.( PERMIT NO.: 16-0000043 1319 FIRST STREET O11_16CIR SPR (16-0032) GRADING PLAN I G L E S A DE C R I S TO DESCRIPTION: DEMO PLAN 1319 =1RST STREET I FOR BAKERSFIELD, CA 93304 SW 1/4 OF SECTION 31, T.29S., R.28E., M.D.M. IN THE CITY OF BAKERSFIELD KERN COUNTY, CALIFORNIA CITY RECORDS \JO.: REV: 2 COPYRIGHT O . _ 201,A 13Y FATRICK & FFNDERSON, 'NC. J' )B NO.:_ 011---16 F &H SHE:: -_T NO _ —' 4 I!SUE DATE: _ 07/07/16 ST,4TE LICENSE: 25224 R: -VISION: 04/06/17