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Home My WebLink About6.9-300GRADING NOTES 1. GRADING SHALL CONFORM TO STANDARDS, SPECIFICATIONS, AND REQUIREMENTS OF THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE APPENDIX J, AS ADOPTED BY THE LOCAL GOVERNING AGENCY AND TO THE REQUIREMENTS OF THE PRELIMINARY SOILS REPORT PREPARED FOR THIS PROJECT BY: THE DIRT GUYS KARL SCHWARTZ, PE 4808 ORTIZ CT. SUITE D BAKERSFIELD, CA 93308 (661)448-2776 PROJECT NO. 2017-006 NOTE: SHOULD A CONFLICT OCCUR BETWEEN THE FOLLOWING NOTES AND THE SOILS REPORT. THE MORE STRINGENT REQUIREMENTS SHALL PREVAIL. 2. THE CONTRACTOR SHALL REMOVE AND OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE LOCAL GOVERNING ROADS DEPARTMENT. 3. ALL EXISTING IMPROVEMENTS THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY CITY ENGINEER OF APPLICABLE AGENCY. 4. ALL CUT SLOPES SHALL BE NO STEEPER THAN (2) TWO HORIZONTAL TO (1) ONE VERTICAL. 5. ALL FILL SLOPES SHALL BE NO STEEPER THAN (2) TWO HORIZONTAL TO (1) ONE VERTICAL. 6. ALL VEGETABLE MATTER SHALL BE REMOVED FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED, AND THE SURFACE SHALL BE PLOWED SCARIFIED TO A DEPTH OF AT LEAST TWELVE INCHES (12"), AND UNTIL THE SURFACE IS FREE FROM RUTS, HUMMOCKS OR OTHER UNEVEN FEATURES WHICH WOULD TEND TO PREVENT UNIFORM COMPACTION BY THE EQUIP1IENT TO BE USED. 7. FILL MATERIALS: MATERIALS FOR FILL SHALL CONSIST OF MATERIAL SELECTED BY THE SOILS ENGINEER FROM SOURCES IDENTIFIED IN LABORATORY REPORTS WHICH HAVE PREVIOUSLY BEEN ACCEPTED BY THE ROADS DEPARTMENT. THE MATERIAL USED SHALL BE FREE FROM VEGETABLE MATTER AND OTHER DELETERIOUS SUBSTANCES AND SHALL NOT CONTAIN ROCKS OR LUMPS HAVING A DIAMETER OF OR MORE THAN SIX INCHES (6"). LOCAL ENGINEERING, BUILDING, AND OR SURVEYING DEPARTMENT SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF THE PLACEMENT OF ANY FILL MATERIAL. 8. AMOUNT OF COMPACTION: AFTER EACH LAYER (LIFT) HAS BEEN PLACED, MIXED AND SPREAD EVENLY, IT SHALL BE THOROUGHLY COMPACTED TO THE SPECIFIED DENSITY. THE SPECIFIED DENSITY WILL BE STATED AS A PERCENTAGE OF THE MAXIMUM DENSITY ATTAINABLE USING CURRENT ASTM DENSITY TEST NO. D 1557 THE SPECIFIED DENISTY TYPICALLY WILL BE NINETY PERCENT (90%) OF THE MAXIMUM FOR MOST COHESIVE, NON -EXPANSIVE SOILS, HOWEVER IT WILL BE ESTABLISHED AS APPROPRIATE FOR THE MATERIALS AND ENVIRONMENT DEFINED. FILL COMPACTION SHALL CONFORM TO U.B.C. STANDARDS AND LOCAL GRADING STANDARDS. 9. DEPTH AND MIXING OF FILL LAYERS: THE SELECTED FILL MATERIAL SHALL BE PLACED IN LEVEL, UNIFORM LAYERS WHICH, WHEN COMPACTED, SHALL HAVE A DENSITY CONFORMING TO THAT STIPULATED IN THE SOILS REPORT SPECIFICATIONS. EACH LAYER SHALL BE THOROUGHLY BLADE MIXED DURING THE SPREADING TO INSURE UNIFORMITY OF MATERIALS IN EACH LAYER. COMPACTED LAYER THICKNESS NORMALLY WILL BE SIX (6"), HOWEVER, IT MAY BE SPECIFIED OTHERWISE IF COMPACTION EQUIPMENT OF DEMONSTRATED CAPABILITY WILL BE USED. THE SOILS ENGINEER AND THE INSPECTORS SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THE PLACING OF ANY FILL MATERIAL. 10. COMPACTING AREA TO BE FILLED: AFTER THE FOUNDATION FOR THE FILL HAS BEEN CLEARED AND PLOWED OR SCARIFIED, IT SHALL BE DISKED OR BLADED UNTIL IT IS UNIFORM AND FREE FROM LARGE CLODS, BROUGHT TO THE PROPER MOISTURE CONTENT, AND COMPACTED (TYPICALLY) TO NOT LESS THAN NINETY (90%) OF MAXIMUM DENSITY IN ACCORDANCE WITH CURRENT ASTM DENSITY TEST NO. D 1557, OR TO SUCH OTHER DENSITY AS MAY BE DETERMINED APPROPRIATE FOR THE MATERIALS AND CONDITIONS AND ACCEPTABLE TO THE ENGINEER AND OR INSPECTORS. 11. ROCK: WHEN FILL MATERIAL INCLUDES ROCK, THE MAXIMUM ROCK SIZE ACCEPTABLE SHALL BE SIX INCHES (6"). NO LARGE ROCKS SHALL BE ALLOWED TO NEST AND ALL VOIDS MUST BE CAREFULLY FILLED WITH SMALL STONES OR EARTH, PROPERLY COMPACTED. NO LARGE ROCKS WILL BE PERMITTED WITHIN TWELVE INCHES (12"), OF THE FINISHED GRADE. 12. MOISTURE CONTENT: THE FILL MATERIAL SHALL BE COMPACTED AT THE APPROPRIATE MOISTURE CONTENT SPECIFIED FOR THE SOILS BEING USED, AS IDENTIFIED IN LABORATORY AND SOILS REPORT. MOISTURE CONTENT TOLERANCES SHOULD BE CLEARLY DEFINED FOR PLACEMENT OF EACH MATERIAL PROPOSED FOR USE IN A FILL. APPROPRIATE MOISTURE CONTENT IS DEFINED TYPICALLY, AS OPTIMUM MOISTURE CONTENT, HOWEVER FOR EXPANSIVE SOILS IT MAY BE GREATER THAN OPTIMUM MOISTURE CONTENT, AND OTHER MOISTURE CONTENTS MAY BE NECESSARY TO PRODUCE THE DESIRED RESULTS WITH SPECIFIC SOILS. 13. DENSITY TESTS: FIELD DENSITY TEST SHALL BE MADE BY THE SOILS ENGINEER OF THE COMPACTION OF EACH LAYER OF FILL. DENSITY TEST SHALL BE TAKEN IN THE COMPACED MATERIAL BELOW THE DISTURBED SURFACE, WHEN THESE TESTS INDICATE THAT THE DENSITY OF ANY LAYER OF FILL OR PORTION THEREOF IS BELOW THE REQUIRED DENSITY, THE PARTICULAR LAYER OF PORTION SHALL BE REWORKED UNTIL THE REQUIRED DENSITY HAS BEEN OBTAINED. SUFFICIENT DENSITY TESTS SHALL BE MADE TO SUPPORT THE SOILS ENGINEER'S CERTIFICATION OF EACH FILL LAYER. 14. REPRESENTATIVES OF THE SOILS ENGINEER WILL OBSERVE THE WORK IN PROGRESS, MAKE TESTS OF THE SOIL, AND REVIEW THE EXCAVATIONS AND TRENCHES. THE CIVIL ENGINEER WILL OBSERVE GRADING OPERATIONS TO FACILITATE SUBSTANTIAL COMPLIANCE WITH THE PLANS. SPECIFICATIONS AND CODES WITHIN HIS PURVIEW. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND TECHNIQUES, SEQUENCES AND PROCEDURES. THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. INTERMITTENT VISITS BY THE SOILS ENGINEER OR THE CIVIL ENGINEER DO NOT INCLUDE REVIEW OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. 15. GRADING WORK SHALL BE DONE IN A MANNER TO PREVENT STORM DAMAGE TO PUBLIC OR PRIVATE PROPERTY OF OTHERS BY FLOODING, EROSION, DEPOSITION, DEBRIS, OR ANY OTHER DAMAGE RESULTING FROM THE GRADNG WORK. 16. SURFACE DRAINAGE SHALL HAVE A MINIMUM SLOPE OF TWO PERCENT AWAY FROM ALL STRUCTURES. LOT 3 BLOCK 19 -B OF BORGWARD TRACT -CORRECTED 311 EAST 10TH STREET 17. THE GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE PROJECT SHALL BE NOTIFIED BY THE CONTRACTOR OF THE OWNER A MINIMUM OF 48 HOURS PRIOR TO THE TIME THAT GRADING IS TO COMMENCE AND THE CONTRACTOR OR THE OWNER SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR THEIR INSPECTIONS. 18. THE SOILS ENGINEER SHALL BE NOTIFIED SUFFICIENTLY IN ADVANCE TO PERMIT EXAMINATION OF SUBGRADE AND TESTING OF FILL AND FINAL GRADES. THE SOILS ENGINEER SHALL BE NOTIFIED OF ANY CONDITION THAT MAY EFFECT THE PROJECT. 19. THE CONTRACTOR SHALL OBTAIN ANY PERMITS NECESSARY FOR ANY CONSTRUCTION WITHIN STREET RIGHT-OF-WAY FROM THE LOCAL GOVERNING AGENCY. 20. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCAVATIONS FIVE (5) FEET OR DEEPER. 21. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORIAL CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 22. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE GOVERNING PUBLIC WORKS DEPARTMENT PRIOR TO WORKING WITHIN THE STREET RIGHT-OF-WAY. 23. IMPROVEMENTS IN THE STREET RIGHT -OF WAY MADE IN REFERENCE TO APPROVED STREET PLANS. 24. CONTRACTOR IS RESPONSIBLE FOR THE GRADING OF LOT PAD AREAS TO WITHIN .01' OF THE DESIGN ELEVATION. 25. ALL AREAS IN THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO 909; RELATIVE DENSITY, FOR A MINIMUM DISTANCE OF (5) FEET IN ALL DIRECTIONS FROM THE FOUNDATION OF THE STRUCTURE. 26. COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE THE SAME AS FOR THE BUILDING PADS, AND SHALL EXTEND TO A MINIMUM DISTANCE OF (2) FEET BEYOND THE OUTSIDE EDGE OF PAVEMENTS. 27. DURING GRADNG, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CANCELED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND PROPERLY CAPPED AT THE PROJECT BOUNDARY. 28. DUST CONTROL: SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA CONSTRUCTION GENERAL PERMIT (SWRCB ORDER NO. 2009-0009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ.). AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREVENT A DUST NUISANCE 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 SURFACE 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. 29. CONTRACTOR TO COORDINATE WITH INSPECTOR AND DEVELOPER, THE LOCATION OF THE BORROW OR SPOILS PRIOR TO CONSTRUCTION. 30. THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND PIPELINES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK, CONTRACTOR ASSUMES ALL LIABILITY FOR ANY AND ALL UNDERGROUND UTILITIES AND PIPELIES. 31. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AND THE LOCAL PUBLIC WORKS DEPARTMENT AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION TO MARK THE LOCATIONS OF EXISTING UTILITY LINES. PHONE: USA 811 32. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED N AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 33. ANY WORK CONNECTION TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEERS ESTIMATE FOR THE WORK IN EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. 34, 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661)326-3049. 35. COMPACTION TEST SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATIONS OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 36. LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR THE TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAP APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 37. ANY PUBLIC FACILITIES IN STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTIO Q, x -,IQ OR REPAIRS AS DETERMINED BY THE CITY ENGINEER. �`�► , 214 BERNARD STREET BAKERSFIELD, CA 93305 P: (661)716-7443 F: (661)716-7444 www.afinar.net No. C71320 12-309 BAKERSFIELD, CA 93307 APN 139 -121 -ng APN 139-121-VQIlt' EARTFLIWORKS - TOP OF PAVEMENT FF TOTAL DISTURBANCE SURFACE AREA = 9,061 SF (0.21 ACRES) UMLITY COMPANIES GROSS CUT 22 YARDS L. S. - LANDSCAPE AREA GROSS FILL 290 YARDS 1. ELECTRICITY: PACIFIC GAS & ELECTRIC COMPANYS - END CURVE BCR LES INGLE ECR - END CURVE RETURN 4101 WIBLE RD. - FLOW LINE TC BAKERSFIELD, CA 93313 C - CONCRETE 1-661-398-5975 268 YARDS IMPORT 2. GAS: PACIFIC GAS & ELECTRIC COMPANYS TW - TOP OF WALL LES INGLE - FILL DL 4101 WIBLE RD. BVC - BEGIN VERTICAL CURVE BAKERSFIELD, CA 93313 QUANTITIES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO POVC 1-661-398-5975 WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. THE CONTRACTOR - CATCH BASIN SC SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON. 3. CABLE: BRIGHT HOUSE IMPORT MATERIAL MUST BE FROM APPROVED LOCATION VERIFIED BY SOILS - PIPE INVERT SSMH ENGINEER. SDMH - STORM DRAIN MANHOLE SDDI 4. TELEPHONE BRIGHT HOUSE NPDES S - SWALE IF THE PROJECT IS SUBJECT TO PROVISIONS THE NATIONAL POLLUTION 5. WATER: CALIFORNIA WATER COMPANY DISCHARGE ELIMINATION SYSTEM (NPDES) , A "NOTICE OF INTENT" (NOI) TO S BRIAN BENNETTE COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM - WATER 3725 SOUTH H STREET WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY. (SWRCB ORDER NO. BAKERSFIELD, CA 93304 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER (661)837-7241 2012-0006-DWQ) MUST BE =1LED WITH STATE WATER RESOURCE CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM 6. SEWER: CITY OF BAKERSFIELD WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY PUBLIC WORKS DEPRTMENT CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING 1501TRUXTUN AVENUE NORMAL CONSTRICTION HOURS. BAKERSFIELD, CA 93301 (661)326-3576 BENCH MAnt\ TB M NAIL IN PAVEMENT LOCATED 5' NORTH OF FLOW LINE AT NORTH SIDE OF 10TH STREET IN FRONT OF PROPERTY. ASSUMEED ELEVATION 300.00' I RAMON MARTINEZ J20* 1134 LOMITA DRIVE BAKERSFIELD, CALIFORNIA 93307 Ex�SITE PLAN REVIEW PROJECT NO. 16-0293 WARD 1 Know wnat'ss below. Callbdom you d Ine GRADING PLAN as shown on this drawing is hereby aplxoved, subjeCt to any indicated corrections or additions. Approval by than I'tiltik Works Department and Budding Department indicates approval 31y as to design criteria used and conformance to City Standards, Coc'es and Ordinances. Engineer for the subdivider or developer shall beresponsibto for accuracy of calculations toy this plan and shall submit a certified'as- graded" plan after completion of the grading. P V D BY: Public Works Departments _ Building Department Data VICINTI Y MAP N01 TH SHEET INDEX GD -1 COVER SHEET GD -2 GRADING PLAN GD -3 DETAILS LEGEND P - TOP OF PAVEMENT FF - FINISHED FLOOR ELEVATION FP - FINISHED PAD ELEVATION L. S. - LANDSCAPE AREA BC - BEGIN CURVE EC - END CURVE BCR - BEGIN CURVE RETURN ECR - END CURVE RETURN FL - FLOW LINE TC - TOP OF CURB C - CONCRETE GB - GRADE BREAK TF - TOP OF FOOTING TW - TOP OF WALL F - FILL DL - DAYLIGHT BVC - BEGIN VERTICAL CURVE VPI - VERTICAL POINT OF INTERSECTION POVC - POINT OF VERTICAL CURVE CB - CATCH BASIN SC - SAWCUT T.I. - TRAFFIC INDEX INV. - PIPE INVERT SSMH - SANITARY SEWER MANHOLE SDMH - STORM DRAIN MANHOLE SDDI - DRAIN INLET D. S. - DOWN SPOUT S - SWALE P - PAVEMENT G - GROUND S - SEWER W - WATER SD - STORM DRAIN ENGINEER'S STATEMENT C.O.R. - CITY OF RIDGECRES-- AC - ASPHALT CONCRETE: AB - AGGREGATE BASE C / F - CUT / FILL DAYLIGHT C) - CONSTRUCTION NOTE -�__ - DIRECTION OF DRAINAGE (MIN. 2% IN LANDSCAPE AREA) -0-- - EXISTING MANHOLE _ - PROPOSED MANHO._E - EXISTING FIRE HYDRANT s 1, - PROPOSED FIRE HYDRANT CTI-) - EXISTING POWER PCLE - PROPOSED POWER POLE DJ - EXISTING WATER VA -VE - PROPOSED WATER VALVE •--; - EXISTING STREET LIGHT - A1C - PROPOSED STREET LIGHT - HANDICAP PARKING ----- - FINISH BUILDING PAD �----- - NEW SITE BOUNDAR'f - EXISTING SITE BOUNDARY - GENERAL PROPOSED DRIVE DIRECTION - PAVEMENT A - BENCH MARK THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD- ORDINANCES, STANDARDS AND INCLUDE ALL IMPROVEMENT REQU REMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR DEVIATIONS FROM THOSE ORDINANCES OR STANDARDS MAY ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORfJEGTIONS �EFLECTEEDD ON THE PLANS AND SUBMITTED TO THE CITY ENGINEER. `- D ORTIZ SALGADO, R.C.E. 71320 ENGINEER _22, DATE CITY RECORDS NO: DATE: BY: REVISION APP'D CITY OF BAKERSFIELD DATE: 02-15-17 6/26/2017 BOS PLAN CHECK 1 RESPONSE TO COMMENTS, CREATE SEPARATE WALL PLANS LOT 3 BLOCK 19-8 OF BORGWARDl TRAC - DRAWN BY: BCS 9/29/2017 BOS PLAN CHECK 2 RESPONSE T CORRECTED 3�� EAST BOTH STREET SCALE: AS No�ED 11/15/17 BOS PLAN CHECK 3- EXPAND ALLEY IMPROVEMENTS _ JOB#. 2017 -Cl GRADING AND DRAINAGE PLANS _ C::�C>VEFFR �SHEEE'T 1 OF 3 VED ,T 2017 / r A') r r 1.,1 `-' E 12 CL { i x300.01 fi I i I Lu Lu=i I t I I . I EX RAMP -PROTECT 200 301.07 'fl 2�1 213 3 1.54 301.61 204 t9 c 203 _101.09 I { 01.2 EX CROSS GUTTER -PROTECT yAiinar CONSULTING CIVIL ENGINEERS ._ -EstabJislied 1997 ' 207 !E 1 f -A 210 301.49 -RAMP-PROTECT 208 ! .8 301 301.67 301.82 c 214 BERNARD STREET BAKERSFIELD, CA 93305 P: (661)716-7443 P: (661)716-7444 www.afinar.net EXISTING WOOD FENCE PROTECT END 6" CURB E 1 0TH 99.95 299.91 >c the 39.48 299.42 fl FILL IN MISSING CURB & GUTTER AND SIDEWALK MATCH EXISTING GRADES AT EACH END CL -_ - - R E E T OFFSITE DEMO _ D[1 SAW CUT EDGE OF PAVEMENT REMOVE PAVEMENT, A 4 MINIMUM OF 2 FOOT OR AS DIRECTED BY CITY 299.77 ENGINEER FROM PROPOSED IMPROVEMENTS. 299.84 the the 299.29 tb D2 9'76 299.24 299.343_�:: fl flfl D1 f 99.25 299.72 the G2 - OFFSITE IMPROVEMENT NOTES AND GUTTER TYPE B. PER C.O.B. ° a 4° 299. -- -- ST -1. d° a I/g12fn v g 1 fnc '... 3 4 [2 NEW WIDE SIDEWALK BEHIND EXISTING CURB. PER 68.00IF C299.85 299.48 C.O.B. ST -3. MATCH EX SIDEWALK WIDTH M., .. �_. 4 RW-3"---NEW-ASPHALT PAVEMENT PATCH. PER C.O.B. �o RW C301.65 dd ST -11. 0 r �• o a 4. 0' G299.85 ori (4, PROVIDE 0.2 HMA OVER 0.4 PAB 90-95% COMPACTION 2 , LIMITS OF ENGINEERED FILL ( °^ i,� 299.26 EXISTING ASPHALT AND BASE ROCK ASSUME TO BE 2 AC 0' 7u- FG301.10 °d n 9- AB. EXISTING PAVEMENT LAYER TO BE PULVERIZED 0 1fnc I ( R 11:00_ IQ o 3 AND MIXED WITH AT LEAST 2" OF UNDERLYING GRANULAR a d M ' BASE MATERIAL AND WATER IN ONE OPERATION TO c30 . °� I 299.26 PRODUCE UNIFORMLY BLENDED, WELL GRADED GRANULAR O I 9. 7 BASE MATERIAL. THE PHYSICAL PROPERTIES OF THE 4 b I ,o:.:.... 00::30 2fc ' PULVERIZED BASE MATERIAL (PAB) SHOULD BE ° i COMPARABLE TO NEW CLASS 2 AGGREGATE BASE (AB). :L . a x300.89 ¢ Oa.h4 ' D1 C301.15 THE PULVERIZATION g EQUIPMENT MAY NEED TO MAKE MULTIPLE PASSES TO BE 1 fc EFFECTIVE. d O .. C3.0) 15 ..: ' d d2 I C NEW 48" WIDE 2" DEPRESSION CONCRETE V -GUTTER 0 0 Li 7 0 5 0 20 5CALE: I"= 10'-0" o I C301.20". I."... 6301. ....... 6 g a l rn 00 d.... ° 00 I" 0 " .. ..... ....... 6 .4 C300.21 _ _ ITnc 3100 1.18% }p8.9� 1.1899\- �--�� 1.35 g lfnc CLF -PROTECT 301.54 DRAINAGE SWALE g 1 fnc HOLD GRADE AT FENCE UNE -PROVIDE 2:1 MAX SLOPE TO SWALE PREPARED FOR: DATE: RT/,7 S'°�q� RAMON MARTINEZ 6/26/17 PDQ 60, y� 9/29/17 o 1134 LOMITA DRIVE * No. 71329{� BAKERSFIELD, CALIFORNIA 93307 11/15/17 Exp. 12-31-17 CIVIL OFCA �F��\P � 1 ` ` SITE PLAN REVIEW PROJECT NO. 16-0293 WARD 1 74 2 OFFSITE GENERAL NOTES FG11 EXISTING PAVED ALLEY - PROTECT. IG2 EXISTING CURB, GUTTER AND SIDEWALK - PROTECT IG3 ONSITE DEMO D - REMOVE EXISTING CHAIN LINK F=ENCE ONSITE IMPROVEMENT NOTES ,11, CONSTRUCT NEW BUILDING PAC 4" CONCRETE SLAB ON GRADE 6" CONCRETE SLAB ON GRADE W/ #4 REBAR AT 30" O.C.CLASS B CONCRETE 5 SACKS) W/ 1/2- EXPANSION JOINTS 0 30' O.C., WEAKENED PLANE JOINTS IN ADJACENT CONCRETE SHALL MATCH . 41 2' RETAINING WALL WITH 6' MASONRY WALL SEE APPROVED WALL PLANS SEE ARCHITECTURAL PLANS 3 1/2" CONCRETE STEPS FOR ACCESSIBILITY STRIPING AND SIGN DETAILS ( NEW 6- TALL CURB 241 2"99.46 PROPERTY LINE 2469 • 12'45 �I �43 !LG11 299.48 - , • 1, f IRON FENCE -PROTECT • • ,� i EXISTING PAVEMENT- S PROTECT • TC=C301.42 • CONC DRIVE 220 301.60 0• ' 215 -. 00 �• 214 301.59I -•c • i •• •.! 11 _ .. � � -- ,. �%I � - � � �"� � � � _ ,gin' ; . Irl • � �-�-°�;-.4 -` �_�.,•Y- :.�:,-.0>� :� <.- �. .&�-. �e�,�3r-�x��'`��*�`��'-.r:��.. ��,-,.,gym=: ��'"� ��' �.:�:,s ,__^�_;�•: :-.:::..�-�.. �.a�,.�..,!.�.,��,b - __�__�.. _ w. f .. . ..a. _..- _-. .-.. _�_�r _ _ ITnc 3100 1.18% }p8.9� 1.1899\- �--�� 1.35 g lfnc CLF -PROTECT 301.54 DRAINAGE SWALE g 1 fnc HOLD GRADE AT FENCE UNE -PROVIDE 2:1 MAX SLOPE TO SWALE PREPARED FOR: DATE: RT/,7 S'°�q� RAMON MARTINEZ 6/26/17 PDQ 60, y� 9/29/17 o 1134 LOMITA DRIVE * No. 71329{� BAKERSFIELD, CALIFORNIA 93307 11/15/17 Exp. 12-31-17 CIVIL OFCA �F��\P � 1 ` ` SITE PLAN REVIEW PROJECT NO. 16-0293 WARD 1 74 2 OFFSITE GENERAL NOTES FG11 EXISTING PAVED ALLEY - PROTECT. IG2 EXISTING CURB, GUTTER AND SIDEWALK - PROTECT IG3 ONSITE DEMO D - REMOVE EXISTING CHAIN LINK F=ENCE ONSITE IMPROVEMENT NOTES ,11, CONSTRUCT NEW BUILDING PAC 4" CONCRETE SLAB ON GRADE 6" CONCRETE SLAB ON GRADE W/ #4 REBAR AT 30" O.C.CLASS B CONCRETE 5 SACKS) W/ 1/2- EXPANSION JOINTS 0 30' O.C., WEAKENED PLANE JOINTS IN ADJACENT CONCRETE SHALL MATCH . 41 2' RETAINING WALL WITH 6' MASONRY WALL SEE APPROVED WALL PLANS SEE ARCHITECTURAL PLANS 3 1/2" CONCRETE STEPS FOR ACCESSIBILITY STRIPING AND SIGN DETAILS ( NEW 6- TALL CURB 241 2"99.46 PROPERTY LINE 2469 PP 12'45 �43 !LG11 299.48 o--bg g sc l !�g 1 fnc '�� X299.45 299 -z7 O 9 PROPERTY LINE _. 9 r' PROPERTY LINEA' Off, WOOD FENCE -PROTECT I 45.51' Q�pFESS10N91 �Q��OOf1TlzSy cy ¢ � Pfo. C7132� O tDp.12 31 19 r2v-` I -_l (oW CITY RECORDS N0: BY: REVISION APP'D CITY OF BAKERSFIELD DATE: 02-15-17 BOS PLAN CHECK 1 RESPONSE TO COMMENTS, CREATE SEPARATE WALL PLANS LOT 3 BLOCK 19-B OF - DRAWN BY: BOS BOS PLAN CHECK 2 BORGWARDT TRACT CORRECTED - 311 EAST 10TH STREET SCALE: AS NOTED BOS PLAN CHECK 3- EXPAND ALLEY IMPROVEMENTS -- JOB#: 2017-01 GRADING AND DRAINAGE PLANS 2 GRA C�/N� Pt�A N GD- 2 OF 3 A111 ar CONSULTING CIVIL ENGINEERS Established .1997 5. C 0' SITE — 0.2% 109' GRADE BREAK ALLEY PL 20.00' PL ALLEY 14.00' 6.00' 10.00' 6.00' 14.00' GRADE EX DIRT SHOULDER TO MATCH NEW PAVEMENT HOLD GRADE AT PL `- EX ALLEY PAVEMENT TO BE REPAIRED PER NOTES ON PLAN NEW 4' WIDE V -GUTTER PER DETAIL 2/GD-2 LOOKING EAST PL WEST NEIGHBOR 301.00 t � EXISTIG GROUND PROTECT NEW DRAINAGE SWALE WEST PROPERTY LINE 20.00' 6" CONCRETE CURB 6" CONCRETE SEE PLAN 6" CLASS II AB 0.50' E' CONT.TYPR MIN 12" SCARIFY 8c NOTE: COMPACT NATIVE —CLASS "B" CONC. (5 SACK) SOIL TO 95% —INSTALL 1/2" EXPANSION JOINT ® 30 RELATIVE DENSITY —WEEKEND PLAN JOINTS @ 10 O.C. —JOINTS IN ADJACENT SIDEWALKS SHALL MATCH 6" CURB (ON—SITE)' 1 SITE "ALLEY" 6" THICK CONC. �, PL V -GUTTER 4.00' 17.00' N E W 00- CONCRETE x 5.00' SEE PLAN N PAVEMENT FINISH FLOOR - 301.70 �x , R 2% 1 6" CLASS I! AB 2-#4 CONT I=I (I= MIN 12" SCARIFY & COMPACT NATIVE SOL TO 95% LOOKING NORTH 6 RE_ATIVE DENSITY 11Lvw w11%P111\!'1VV 1IvfnLL EAST PROPERTY LINE LOOKING NORTH 1"= 10, NEW 6 FOOT TALL BLOCK WALL WITH TWO FOOT RETAINING SEE APPROVED WALL PLANS ,ST NEIGHBOR 299.19 f 1"=1W 4' WIDE CONC. VALLEY GUTTER 1.00' MIN. VARIES SEE PLAN 4" SLAB ON GRADE `- MIN 12" SCARIFY ANC COMPACT ENGINEERED FILL OR SCARIFY AND COMPACT 6" NATIVE SOIL TO 85% RELATIVE DENSITY TYPICAL SIDEWALK =MAX. 3 1 "=2' PL 20.00' PL SITE ALLEY 4.00' 18.00' 8.00' 2.00' 10.00' -40 30.00' ADA PARKING320.00' 10.00' (6� .8% 4.00' 6.00' 6.00' 4.00' GRADE EX DIRT SHOULDER EXISTING PAVEMENT 2% MAX MAX TO MATCH NEW PAVEMENT IDI 2% MAX. i0'27. %2% HOLD GRADE AT PL �- �{ GRADE 9.:77 BREAK EX ALLEY PAVEMENT TO BE REPAIRED PER NOTES ON PLAN ;�i 0 V -GUTTER PER DETAIL 2/GD-2 oR$ bs,� c, ADA PARKING ALLEY 10TH STREET EAST 4 QO l0 ti i =10 c Ir W too. C71320 O * cp .31-19 CIV1l- tet � 7, q- 3(,)c CITY RECORDS NC: PREPARED FOR: DATE: BY: REVISION APP'D CITY OF BAKERSFIELD DATE: 02--15—'7 214 BERNARD STREET SS/ _ - DRAWN BY: BOS B A f v E R S F) E L D , C 93305 � (��,, � RAMON MARTINEZ 6/26 J2017 BOS PLAN CHECK 1 RESPONSE TO COMMENTS, CREATE SEPARATE WALL PLANS LOT 3 BLOCK 19—B OF BORGWARDT TRACT CORRECTED pORTIZs F l61 9/29/2017 BOS PLAN CHECK 2 SCALE: AS NOTED P :(661)716-7443 o= 1134 LOMITA DRIVE 311 EAST 10TH STREET * No. 71320 * BAKERSFIELD, CALIFORNIA 93307 11/15/17 BOS PLAN CHECK 3– EXPAND ALLEY IMPROVEMENTS JOB#: 2017-01 Exp. 12-31-17 P: (661)716-7444 sTN 0L„� �� GRADING AND DRAINAGE PLANS FCAv,� SITE PLAN REVIEW Gun -3 WWW.afinar.net PROJECT NO. 16-0293 VtARD 1 E:>EFT/AIL_�S 3 OF 3