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Home My WebLink About1.7-6331 Ph 2GENERAL NOTES 1. ALL GRADING SHALL CONFORM NTH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THEREOF AND PRELYANARY SOILS REPORT BY SOILS ENGINEERING, INC. DATED 05/12/2005 . 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUDDING CODE. 4 SURFACE DRAINAGE TO BE ONE (1%) PERCENT MINNUM TO APPROVED DRAINAGE FACILITIES, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL 5. CIVIL ENGINEER, GEOTECHNICAL EUMM AND BUILDING OFFICIAL WILL BE NOTIFIED FORTY EIGHT (48) HOURS PRIOR TO PLACING ANY FILL MATERIAL 6. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER APPENDIX J OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOILS ENGINEER. 7. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. 8 ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES. 9. FACES OF ALL CUT AND FILL SLOPES TO BE SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION. 10. ALL CUT AND /OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL 11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES. 12. DIVERTER TERRACES (SWALES) WITH NU (3) FEET MINIMUM MOTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT AND FILL SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 13. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND BENCHED TO SUPPORT FILL 14. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY OF THE TOP OF EXISTING AND /OR PLANNED SLOPES. 15. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 16. ALL CONSTRUCTION EQUIPMENT SHALL BE TUNED AND MAINTAINED IN ACCORDANCE NTH THE MANUFACTURERS SPECIFICATIONS. 17. WORK CREWS SHALL SHUT OFF CONSTRUCTION EQUIPMENT WHEN NOT IN USE. 1& ANY WORK WITHIN EXISTING CITY RIGHT OF WAY WILL REQUIRE AN OPEN STREET PERMIT. 19. USA NOTE: THE CONTRACTOR IS RESPONSIBLE TO CALL U.S.A. ALERT BEFORE BEGINNING ANY WORK ON THE PROJECT (1- 800 -227- 2600). AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SIIBDIVASION AGREE- MENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORT( PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A 'NOTICE OF INTENT• (NOT) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (IQ ORDER NO. 92- 08 -DWQ) MUST BE FILED WITH STATE WATER RESOURCES CO NTROI BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTIN- 000SLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. THE LANDSCAPED AREAS ARE TO BE DESIGNED AND GRADED TO MIANMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2X 1 REAR vAR S� BUILDING �'/ PAD ��P/ C* NOTE: FOR PERMIT PURPOSES ONLY. THE SOIL CALCULATIONS ARE BASED ON GRADING LINES AND ELEVATIONS SHOMN ON THE DRAMINGS AND ARE FOR PERMIT PURPOSES ONLY. ACTUAL OUANTIMES OF EARTHWORK COULD VARY FROM THAT STATED DEPENDING UPON VARYING SOIL DENSITIES AND ON THE DEGREE OF S11E PREPA- RATION ACTUALLY PERFORMED IN THE FIELD. IT IS THE INTENT OF THE ENGINEER THAT COMPLETED GRADING LEAVES NO EXPORT OR IMPORT. TO ACCOMPLISH THIS, ADJUSTMENT OF PADS MAY BE NECESSARY AND WILL BE DIRECTED BY THE ENGINEER. IF IT APPEARS ADJUSTMENTS MAY BE NECESSARY, SUFFICIENT NOTICE MUST BE GIVEN TO THE ENGINEER SO THAT ADJUSTMENTS MAY BE MADE PRIOR TO COMPLETION OF GRADING WORK. ADDITIONAL NOTES OWNER: GIBBONS & WHEELAN, INC. 3809 STOCKDALE HWY. BAKERSFIELD, CA. 93309 SUBDIVIDER: GIBBONS & WHEELAN, INC. 3809 STOCKDALE HWY. BAKERSFIELD, CA. 93309 ENGINEER: SMITHTECH USA, INC. 1424 17TH STREET BAKERSFIELD, CA. 93301 z w R/W ITL U # O 30' o EXISTING 2 i 1/4' PER • 2 w 21 - + 1.5 %µ1N• - 3,4 %��• _ _ � z Iliin III= =III= -III II1�� l 3' BELOW FI , ROUGH GRADE LINE 0.20' A.C. PAVING OVER 0.60' NATOUND ��COMPACTED TO 9576 MAX DENSITY. CROSS SECTION - 60 R/W CITY OF BAKERSFIELD PLATE S-27 - REVISED N.T.S. TYPE "A" LOCAL STREET T.1.4.5 R -VAL 22 .25 A.C. OVER .45' C.A.B. OVER .50' 95% COMP. O.G. <. vAR <• NOTES: FRONT P.L. SIDEYARD SLOPE TO BE 2% FOR 10' OR TO PROPERTY LINE AS SHOWN TYPICAL LOT GRADING Drawing File: FrGRD6331P2 05/23/2014 ALL LOTS TO BE GRADED ACCORDING TO THE TYPICAL DETAIL UNLESS OTHERWISE OTHERWISE INDICATED ON THESE PLANS FINISH GRADING & SWALES TO BE COMPLETED BY BUILDER AT TIME OF HOUSE CONSTRUCTION. PADS TO BE GRADED FROM FRONT TO BACK AT .5% AT ROUGH GRADE (� A • A BENCH MARK USED: TOP CALIF. DIV. OF HIGHWAYS BRASS CAP IN LH. 0 PANAMA LANE & UNION AVENUE PER K.C.S. PANAMA LANE 'AS BUILTS' #A.5851 U.S.G.S. NOTES. MAXIMUM CROSS FALL TO LOW GUTTER SHALL BE 0.5' # SLOPE FROM HIGH GUTTER ** SEE PLAN SHEETS LEGEND BENCH MARK SET: TOP OF MONUMENT AT UNION AVENUE AND BERKSHIRE ROAD U.S.G.S. i TIP. TYPE 'A' CA 7W BASW PD? CAB SID D -14 -� TIP. STaW MW P1Pf' AS N070 • STD. CITY M CUI IMT aCASEMENT PER CM STD ST -13 (TD Sr CQNST. UR EJOM AS NOTED) -i-- -- CENTER LINE STEW SLOPE GB GRAM BI'►EAIC 6' BM WALL CR CURB RUM - - - STORK BRAIN Ip EXiSW PAYMENT . SLOPE SECTION DETAIL pRC PT OF REVERSE CURVE A pp,C PT OF VERTICAL CURVE t0 20 t0 STREET WIIIDTH WA TRANSITION LOT GRADING "F°° FLOW LINE SLOPE OF FLOW LINE LOT PAD ELEVATION 30' VICINITY MAP N.T.S. TOTAL ACREAGE TOTAL ACREAGE: 15.18 GROSS AC. TOTAL LOTS: 65 BUILDABLE CUT 47,600 FILL 30,800 SHRINKAGE 7,140 CY SUBSIDENCE 9,430 CY PHASE TWO CLEAR AND GRUB 2,000 C.Y. A.P.N. No. -518- 050 -33 TYPICAL STEP SECTION SIDE YARD AND BACKYARD E C.A.B. OTTER .50 - -a- NAT. GROUND COMPACTED TO 95% MAX. DENSITY. NOTES: CROSS SECTION - 6 0 R /W NOTES- MAXIMUM BOSS FALL TO CITY OF BAKERSFl PLATE S -27 - REVISED N.T.S LOW GUTTER SHALL BE 0.5' EID TYPE "A" LOCAL STREET $ SSEE FROM HIE �' TTEIR SEE T. I. 4.5 R -VAL 22 PLAN SHEETS TS .25' A.C. OVIER .45' C.A.B. OVER .50' 957. COMP. O.G. A' B R.O.W. B' 5' I- z 0 PAD VARIES N 2:1 MAX. TYPICAL STEP SECTION SIDE YARD ®R.O.W. CL /BNDY ADJACENT 2' (� PROPERTY / PAD ADJ. 2:1 MAX. PROP. ADJACENT PROPEb ;TY/ PAD TYPICAL STEP SECTION ®TRACT BOUNDARY T.O.C. S. VIEI SWALE F.L. TYPICAL STEP SECTION GALIAN T FOX FOR ADDITIONAL NOTES SEE SHEET TWO SCALE: 1 " = 200' K E Y I� / P LANDSCAPE C EASEMENT 2' 6' BILK WALL LANDSCAP LOT PAD 1' BENCF 2:1 MAX. w RED NE7 MAY It CITY OF Aug E S, KN I I �I3tLDI;N Iv�AFt � W�� ON COUNTY S�RyFrau BRASS CAP FOR THE N CORNER OF SEC. I I 32 30/28 PER S F.@ 657 PO. I -_J I_--------- - - - - -� EAST HOSKING AVENUE_ - - - - -- - -- I; - -ea - 24 1 25 26 -- - 2-9 1- 3 Q - -31 - 3- r - - - 33 _\ WI 11:121 I , 23 I , -- 1 : w z I I �I I L a -- _ N =�y I zl i „ -- -- SPECTACULAR BI IVE ° -- i Z 3 31 36 �� If a� j 35 I I I l i 38 4 Y30TTOd i 21 20 '9 39 l 1338.50 16 17 } 18 1 (I Q 40 42 03 ' 41 + 4, z �I - -- - A` LYSNEBA DRIUf 3 t� � 4 i I IQ,i �z 1 81 i 82 1 1 85 i 86 1 l - I------ - - - - -I 17 C�� 47 I I BO i 7 i 78 I 77 76 75 74 tt r -48 I ( !MI �- AGILE WAY 1 1 f 9 1 68 j 69 I n 78 I 7 72 I 73 1 si i r 5r 1 7 661 65 54 63 62 1 61 68 �53 I = WAR ADMIRAL DRIVE I I 4/ I 1 59 ! 58 57 I 56 55 1 54 WI I / I I I B.O.W. FL C' TYPICAL STEP SECTION ® BACK YARD AND LANDSCAPE EZMN T G G' TRACT BOUNDARY ADJACENT PROPERTY/ n 3 1 iI i i SE i i TWs V7]f8 2 1 w 65 L64 63 62 61 60 - I THUNDER GULCH DRIVE - I - x 0 9 10 c n 54 55 56 57 58 59 w ° 13 12 11 ¢ 53 52 51 50 49 48 14 cQ� UNBRIDALED DRIVE 15 j I I 16 f I I I 17 I I ,B ° 1 41 42 43 44 45 46 47 i�l}I�p 40 39 38 37 36 35 34 w a W w 33 7Y ° 32 Io 31 Z L__ 30 "' C_NT_aE 29 19 20 21 22 23 24 J 3 25 26 ?ARm- ;,.vi. 49,37 I aD=J ?.ie. 3C K ' =RC$= 3 OF. 479? ';;=C.._ 4 O I 2' IRON PEE SET FOR N. ALAN 4iAMSONS ( I f SURVEY DATED JM 1967 L-------- - - - --- - - - --! I I RETAINING WALL ADJACENT PROPERTY/ PAD I TYPICAL STEP SECTION ® TRACT BOUNDARY I Igo L__ LEGAL DESCRIPTION THE EAST 761.35 FEET OF THE WEST 1119.10 FEE OF THE SOUTH 688.00 FEET OF THE NORTH 2062.50 FEE OF SECTION 32, TOWNSHIP 30 SOUTH, RANGE 28 EAST, M.D.M , IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF C IFORNIA. j3: Duel f -ft 633/ d' -,2 ovvt -l' �r "..'XNC-" CORRECTIONS BY: :Oez �11 DATE 1, fi c3 /fc` r�! Z rn i" No. 3347.3 Exp. 9 -30 -17 LP / d PERMIT NUMBER: 14- 40000031 v aoFrss /vn�9� � 2 No. u5473 Ex �'l: CI vii FGF Cqt � „Ci 3/ &�j 3 The GRADING PLAN as .own on this drawing is hereby approved, subject to any indicated co r ctions or additions. ,approval by the Public 'Works Department and 0 Iding Department indicates approval only as to design criteria used d conformance to city Standards, Codes and Ordinances. Enginee for the subdivider or developer shall be responsible for accuracy of alculations for this plan and shall suomit a certified "as graded' plan after completion of the grading. APPROVED BY. C9� Public work. epa ment 3 !late Building Depart - -- r f3;hte �6 2 DyG GRADING PL. 1� R SmithTechA SSA INCORPORATED HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CALIFORNIA 93301 (661) 327 -8492 FAX 327 -8493 ROBERT E. SMITH RCE 35473 D JOB NO. - 04 -108 SHEET 1 OF SHEETS t: HOSKING ROAD w � PROJECTo af SITE � Q = EAST PANAMA ROAD g o V' o CD z o 0 N 0 v DI GIORGIO ROAD VICINITY MAP N.T.S. TOTAL ACREAGE TOTAL ACREAGE: 15.18 GROSS AC. TOTAL LOTS: 65 BUILDABLE CUT 47,600 FILL 30,800 SHRINKAGE 7,140 CY SUBSIDENCE 9,430 CY PHASE TWO CLEAR AND GRUB 2,000 C.Y. A.P.N. No. -518- 050 -33 TYPICAL STEP SECTION SIDE YARD AND BACKYARD E C.A.B. OTTER .50 - -a- NAT. GROUND COMPACTED TO 95% MAX. DENSITY. NOTES: CROSS SECTION - 6 0 R /W NOTES- MAXIMUM BOSS FALL TO CITY OF BAKERSFl PLATE S -27 - REVISED N.T.S LOW GUTTER SHALL BE 0.5' EID TYPE "A" LOCAL STREET $ SSEE FROM HIE �' TTEIR SEE T. I. 4.5 R -VAL 22 PLAN SHEETS TS .25' A.C. OVIER .45' C.A.B. OVER .50' 957. COMP. O.G. A' B R.O.W. B' 5' I- z 0 PAD VARIES N 2:1 MAX. TYPICAL STEP SECTION SIDE YARD ®R.O.W. CL /BNDY ADJACENT 2' (� PROPERTY / PAD ADJ. 2:1 MAX. PROP. ADJACENT PROPEb ;TY/ PAD TYPICAL STEP SECTION ®TRACT BOUNDARY T.O.C. S. VIEI SWALE F.L. TYPICAL STEP SECTION GALIAN T FOX FOR ADDITIONAL NOTES SEE SHEET TWO SCALE: 1 " = 200' K E Y I� / P LANDSCAPE C EASEMENT 2' 6' BILK WALL LANDSCAP LOT PAD 1' BENCF 2:1 MAX. w RED NE7 MAY It CITY OF Aug E S, KN I I �I3tLDI;N Iv�AFt � W�� ON COUNTY S�RyFrau BRASS CAP FOR THE N CORNER OF SEC. I I 32 30/28 PER S F.@ 657 PO. I -_J I_--------- - - - - -� EAST HOSKING AVENUE_ - - - - -- - -- I; - -ea - 24 1 25 26 -- - 2-9 1- 3 Q - -31 - 3- r - - - 33 _\ WI 11:121 I , 23 I , -- 1 : w z I I �I I L a -- _ N =�y I zl i „ -- -- SPECTACULAR BI IVE ° -- i Z 3 31 36 �� If a� j 35 I I I l i 38 4 Y30TTOd i 21 20 '9 39 l 1338.50 16 17 } 18 1 (I Q 40 42 03 ' 41 + 4, z �I - -- - A` LYSNEBA DRIUf 3 t� � 4 i I IQ,i �z 1 81 i 82 1 1 85 i 86 1 l - I------ - - - - -I 17 C�� 47 I I BO i 7 i 78 I 77 76 75 74 tt r -48 I ( !MI �- AGILE WAY 1 1 f 9 1 68 j 69 I n 78 I 7 72 I 73 1 si i r 5r 1 7 661 65 54 63 62 1 61 68 �53 I = WAR ADMIRAL DRIVE I I 4/ I 1 59 ! 58 57 I 56 55 1 54 WI I / I I I B.O.W. FL C' TYPICAL STEP SECTION ® BACK YARD AND LANDSCAPE EZMN T G G' TRACT BOUNDARY ADJACENT PROPERTY/ n 3 1 iI i i SE i i TWs V7]f8 2 1 w 65 L64 63 62 61 60 - I THUNDER GULCH DRIVE - I - x 0 9 10 c n 54 55 56 57 58 59 w ° 13 12 11 ¢ 53 52 51 50 49 48 14 cQ� UNBRIDALED DRIVE 15 j I I 16 f I I I 17 I I ,B ° 1 41 42 43 44 45 46 47 i�l}I�p 40 39 38 37 36 35 34 w a W w 33 7Y ° 32 Io 31 Z L__ 30 "' C_NT_aE 29 19 20 21 22 23 24 J 3 25 26 ?ARm- ;,.vi. 49,37 I aD=J ?.ie. 3C K ' =RC$= 3 OF. 479? ';;=C.._ 4 O I 2' IRON PEE SET FOR N. ALAN 4iAMSONS ( I f SURVEY DATED JM 1967 L-------- - - - --- - - - --! I I RETAINING WALL ADJACENT PROPERTY/ PAD I TYPICAL STEP SECTION ® TRACT BOUNDARY I Igo L__ LEGAL DESCRIPTION THE EAST 761.35 FEET OF THE WEST 1119.10 FEE OF THE SOUTH 688.00 FEET OF THE NORTH 2062.50 FEE OF SECTION 32, TOWNSHIP 30 SOUTH, RANGE 28 EAST, M.D.M , IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF C IFORNIA. j3: Duel f -ft 633/ d' -,2 ovvt -l' �r "..'XNC-" CORRECTIONS BY: :Oez �11 DATE 1, fi c3 /fc` r�! Z rn i" No. 3347.3 Exp. 9 -30 -17 LP / d PERMIT NUMBER: 14- 40000031 v aoFrss /vn�9� � 2 No. u5473 Ex �'l: CI vii FGF Cqt � „Ci 3/ &�j 3 The GRADING PLAN as .own on this drawing is hereby approved, subject to any indicated co r ctions or additions. ,approval by the Public 'Works Department and 0 Iding Department indicates approval only as to design criteria used d conformance to city Standards, Codes and Ordinances. Enginee for the subdivider or developer shall be responsible for accuracy of alculations for this plan and shall suomit a certified "as graded' plan after completion of the grading. APPROVED BY. C9� Public work. epa ment 3 !late Building Depart - -- r f3;hte �6 2 DyG GRADING PL. 1� R SmithTechA SSA INCORPORATED HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CALIFORNIA 93301 (661) 327 -8492 FAX 327 -8493 ROBERT E. SMITH RCE 35473 D JOB NO. - 04 -108 SHEET 1 OF SHEETS t: w 33 7Y ° 32 Io 31 Z L__ 30 "' C_NT_aE 29 19 20 21 22 23 24 J 3 25 26 ?ARm- ;,.vi. 49,37 I aD=J ?.ie. 3C K ' =RC$= 3 OF. 479? ';;=C.._ 4 O I 2' IRON PEE SET FOR N. ALAN 4iAMSONS ( I f SURVEY DATED JM 1967 L-------- - - - --- - - - --! I I RETAINING WALL ADJACENT PROPERTY/ PAD I TYPICAL STEP SECTION ® TRACT BOUNDARY I Igo L__ LEGAL DESCRIPTION THE EAST 761.35 FEET OF THE WEST 1119.10 FEE OF THE SOUTH 688.00 FEET OF THE NORTH 2062.50 FEE OF SECTION 32, TOWNSHIP 30 SOUTH, RANGE 28 EAST, M.D.M , IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF C IFORNIA. j3: Duel f -ft 633/ d' -,2 ovvt -l' �r "..'XNC-" CORRECTIONS BY: :Oez �11 DATE 1, fi c3 /fc` r�! Z rn i" No. 3347.3 Exp. 9 -30 -17 LP / d PERMIT NUMBER: 14- 40000031 v aoFrss /vn�9� � 2 No. u5473 Ex �'l: CI vii FGF Cqt � „Ci 3/ &�j 3 The GRADING PLAN as .own on this drawing is hereby approved, subject to any indicated co r ctions or additions. ,approval by the Public 'Works Department and 0 Iding Department indicates approval only as to design criteria used d conformance to city Standards, Codes and Ordinances. Enginee for the subdivider or developer shall be responsible for accuracy of alculations for this plan and shall suomit a certified "as graded' plan after completion of the grading. APPROVED BY. C9� Public work. epa ment 3 !late Building Depart - -- r f3;hte �6 2 DyG GRADING PL. 1� R SmithTechA SSA INCORPORATED HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CALIFORNIA 93301 (661) 327 -8492 FAX 327 -8493 ROBERT E. SMITH RCE 35473 D JOB NO. - 04 -108 SHEET 1 OF SHEETS t: GRADING PL. 1� R SmithTechA SSA INCORPORATED HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CALIFORNIA 93301 (661) 327 -8492 FAX 327 -8493 ROBERT E. SMITH RCE 35473 D JOB NO. - 04 -108 SHEET 1 OF SHEETS t: 1. EARTHWORK "EARTHWORK SPECIFICATIONS," IN APPENDIX A ARE PROVIDED FOR GENERAL GUIDANCE IN PREPARING SITE GRADING PLANS. IN ADDITION, THE FOLLOWING SPECIFIC RECOMMENDATIONS ARE PROVIDED AND SUPERSEDE THE LATTER WHEREVER DISCREPANCIES MAY EXIST: A. COMPACTION UNLESS OTHERWISE SPECIFIED HEREIN, THE TERMS, "COMPACTION,' OR "COMPACTED," WHEREVER USED OR IMPLIED WITHIN THIS REPORT SHOULD BE INTERPRETED AS COMPACTION TO 90 PERCENT OF THE MAXIMUM DENSITY OBTAINABLE BY ASTM TEST METHOD D1557 -78, METHOD A. B. OPTIMUM MOISTURE THE TERM, "OPTIMUM MOISTURE," WHEREVER USED OR IMPLIED WITHIN THIS REPORT, SHOULD BE INTERPRETED AS THAT OBTAINED BY THE ABOVE DESCRIBED TEST METHOD. C. STRIPPING PRIOR TO SOIL COMPACTION, EXISTING GROUND SURFACES SHOULD BE STRIPPED OF SURFACE VEGETATION. A STRIPPING DEPTH OF ONE INCH SHOULD BE ADEQUATE. IN NO INSTANCES SHOULD STRIPPED MATERIAL BE USED IN ENGINEERED FILL OR BLENDED WITH AND COMPACTED IN ORIGINAL GROUND. D. GROUND SURFACE PREPARATION PROPOSED STRUCTURE AREAS: GROUND SURFACES IN THE PROPOSED BUILDING AREA SHOULD BE COMPACTED IN ACCORDANCE WITH THE FOLLOWING PROCEDURES: 1. EXCAVATE EARTH MATERIAL TO A MINIMUM DEPTH OF TWELVE (12) INCHES BELOW EXISTING GRADE IN THE PROPOSED BUILDING AREAS. 2. THE EXPOSED SURFACE SOILS SHALL BE REVIEWED BY THE SOILS ENGINEER OR HIS REPRESENTATIVE PRIOR TO ANY BACKFILL OPERATIONS. THE TOP TWELVE (12) INCHES OF EXPOSED MATERIALS SHALL BE SCARIFIED, MOISTURE CONDITIONED AND COMPACTED TO MINIMUM OF 90% OF ASTM D -1557. 3. MOISTEN EXCAVATED AND IMPORTED SOILS TO NEAR THE OPTIMUM MOISTURE OR TO A MOISTURE CONTENT CONSISTENT WITH EFFECTIVE COMPACTION AND SOIL STABILITY. COMPACT MOISTENED SOILS TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DENSITY OBTAINED BY ASTM TEST METHOD D -1557. 4. WORK TO LINES AT LEAST FIVE FEET BEYOND THE OUTSIDE EDGES OF EXTERIOR FOOTINGS AND TWO FEET BEYOND PAVEMENT EDGES EXCEPT WHERE EXCAVATION MAY UNDERMINE OR DAMAGE ADJACENT STRUCTURES OR UTILITIES. PAVEMENT AREAS: GROUND SURFACES TO RECEIVE CONCRETE DRIVEWAY AND BITUMINOUS PAVEMENTS SHOULD BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF 12 INCHES BELOW THE GRADING PLANE IN CUT AREAS OR TO 12 INCHES IN AREAS TO RECEIVE FILL. ENGINEERED FILL PLACED IN PROPOSED PAVEMENT AREAS SHOULD CONFORM TO THE REQUIREMENTS OF SECTION 5.4, "PLACING, SPREADING AND COMPACTING FILL MATERIALS," OF APPENDIX A. COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE A MINIMUM OF 90 PERCENT OF THE MAXIMUM DENSITY AS OBTAINED BY ASTM TEST METHOD D1557, AND SHOULD EXTEND TO A MINIMUM OF TWO FEET BEYOND THE OUTSIDE EDGES OF PAVEMENTS. UTILITY LINES: BACKFILL FOR UTILITY LINES TRAVERSING AREAS PROPOSED FOR FACILITIES, PAVEMENTS, CONCRETE SLABS -ON- GRADE, OR AREAS TO RECEIVE ENGINEERED FILL FOR FUTURE CONSTRUCTION SHOULD BE COMPACTED IN ACCORDANCE WITH THE SAME REQUIREMENTS FOR ADJACENT AND /OR OVERLYING FILL MATERIALS, COMPACTION SHOULD INCLUDE HAUNCH AREA, SPRING LINE AND FROM THE TOP OF PIPE TO FINISHED SUBGRADE. THE HAUNCH AREA UP TO ONE FOOT ABOVE THE TOP OF THE PIPE SHOULD BE BACKFILLED WITH " COHESIONLESS" MATERIAL. COHESIONLESS NATIVE MATERIALS MAY BE USED FOR TRENCH AND PIPE OR CONDUIT BACKFILL. THE TERM " COHESIONLESS," AS USED HEREIN, IS DEFINED AS MATERIAL WHICH WHEN DRY, WILL FLOW READILY IN THE HAUNCH AREAS OF THE PIPE TRENCH. PIPE BACKFILL MATERIALS SHOULD NOT CONTAIN ROCKS LARGER THAN TWO INCHES IN MAXIMUM DIMENSION. WHERE ADJACENT NATIVE MATERIALS EXPOSED ON THE TRENCH BOTTOMS CONTAIN PROTRUDING ROCK FRAGMENTS LARGER THAN TWO INCHES IN MAXIMUM DIMENSION, CONDUITS AND PIPELINES SHOULD BE LAID ON A BEDDING CONSISTING OF CLEAN, COHESIONLESS SAND (SP), IN THE UNIFIED SOILS CLASSIFICATION SYSTEM. COMPACTION REQUIREMENTS - WHERE NOT OTHERWISE SPECIFIED IN OUR PLANS OR IN THESE RECOMMENDATIONS, THE FOLLOWING COMPACTION REQUIREMENTS ARE APPLICABLE TO ALL ELECTRICAL, GAS OR WATER CONDUITS: TABLE A COMPACTION DEPTH LATERAL EARTH PRESSURES i HAUNCH TO 1 FT. 1 FT. ABOVE TOQ 2'6" BELOW AREAS ABOVE TOP { OF PIPE TO 2'6' FINISHED GRADE TO FOOTING TYPE OF PIPE L FINISHEOOGRADE FINISHED SUBGRADE STRUCTURES 90% 90% 90% PAVEMENTS 90% 90% 907. NoN_-STRUCTURALj 90% 90% 1 90% E. ENGINEERED FILL EARTH MATERIALS OBTAINED ON SITE ARE ACCEPTABLE FOR USE AS ENGINEERED FILL PROVIDED THAT ALL GRASSES, WEEDS AND OTHER DELTERIOUS DEBRIS ARE FIRST REMOVED. ENGINEERED FILL MATERIALS SHOULD BE PLACED IN THIN LAYERS (LESS THAN TEN INCHES UNCOMPACTED THICKNESS), BROUGHT TO NEAR THE OPTIMUM MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPACTION AND SOIL STABILITY, AND COMPACTED TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DENSITY OBTAINABLE BY ASTM TEST METHOD D1557, "PLACING, SPREADING AND COMPACTING FILL MATERIALS," IN APPENDIX A. Drawing File: FrGRD6331P2 05/23/2014 F. IMPORTED FILL CITY 1�J1 IF IT BECOMES NECESSARY TO IMPORT MATERIALS FROM OFF -SITE TO COMPLETE SITE GRADING, IMPORTED SOILS SHOULD CONSIST OF ESSENTIALLY GRANULAR, SILTY SANDS WITH LOW EXPANSION POTENTIAL AND FREE OF GRASSES, WEEDS, DEBRIS, ROCKS LARGER THEN SIX INCHES IN MAXIMUM DIMENSION, AND SOLUBLE SULFATES IN EXCESS OF 200 PARTS PER MILLION. IMPORTED FILL SHOULD CONTAIN SUFFICIENT SILT AND CLAY BINDER TO RENDER THEM STABLE IN FOOTING TRENCHES AND CAPABLE OF MAINTAINING SPECIFIED ELEVATION TOLERANCES DURING PAVING OPERATIONS. [3AKERSFIELD IMPORTED SOILS TO BE USED AS ENGINEERED FILL SHOULD ALSO MEET THE FOLLOWING GRADUATION AND QUALITY CRITERIA: MAXIMUM PERCENT PASSING #200 SIEVE 50 MAXIMUM LIQUID LIMIT • 40 MAXIMUM PLASTICITY INDEX . . . . . . . . . 14 MINIMUM R -VALUE (FOR PAVEMENT AREAS ONLY) 50 MAXIMUM EXPANSION INDEX (PER 1997 UBC STANDARD 18 -2) 20 G. DRAINAGE FINISHED GROUND GRADES ADJACENT TO THE PROPOSED BUILDINGS SHOULD BE SLOPED TO PROVIDE POSITIVE FREE DRAINAGE AWAY FROM THE FOUNDATIONS. NO AREAS SHOULD BE CONSTRUCTED THAT WOULD ALLOW DRAINAGE GENERATED ON THE SITE, OR WATER IMPINGING UPON THE SITE FROM OUTSIDE SOURCES, TO POND NEAR FOOTINGS AND SLABS OR BEHIND CURBS. WHERE GROUND SURFACES ADJACENT TO SUBSURFACE WALLS ARE TO BE LANDSCAPED, WALLS SHOULD BE WATERPROOFED. INSTALLATION OF GRAVEL - FILLED DRAINS TO ROUTE SUBSURFACE DRAINAGE AWAY FROM WALLS WILL REDUCE THE THICKNESS OF DAMP - PROOFING RESULITNG IN A CONSIDERABLE SAVINGS. H. SLOPES FINSHED SLOPES NEARER THAN FIVE FEET FROM BUILDING FOUNDATIONS SHOULD BE GRADED NO STEEPER THAN FIVE HORIZONTAL TO ONE VERTICAL (5:1). A SLOPE RATIO OF TWO HORIZONTAL TO ONE VERTICAL (2:1) SHOULD PROVIDE ADEQUATE STABILITY FOR SLOPES FARTHER THAN FIVE FEET FROM FOOTING LINES. 2. FOUNDATIONS THE PROPOSED STRUCTURE CAN BE ADEQUATELY SUPPORTED ON EITHER CONTINUOUS OR ISOLATED REINFORCED CONCRETE SPREAD FOOTINGS DESIGNED IN ACCORDANCE WITH THE CRITERIA GIVEN BELOW IN TABLE B. TABLE 8 FOUNDATION DESIGN CRITERIA LATERAL EARTH PRESSURES i ACTIVE MINIMUM DEPTH MAXIMUM ALLOWABLE 330 P.C.F. MINIMUM WIDTH BELOW LOWEST SOIL BEARING FOOTING TYPE (FT) ADJACENT SUBGRADE PRESSURE (FT.) (LBS. /SQ.FT.) CONTINUOUS 1 1 2200 ISOLATED 1 1 2000 BEARING PRESSURES GIVEN ARE FOR THE MINIMUM WIDTHS AND DEPTHS SHOWN ABOVE. BEARING PRESSURES GIVEN ABOVE ARE FOR DEAD AND SUSTAINED (LOADS ACTING MOST OF THE TIME) LIVE LOADS; THEY MAY BE INCREASED BY ONE -THIRD FOR WIND AND /OR SEISMIC LOADING CONDITIONS. SETTLEMENT: PROVIDED MAXIMUM ALLOWABLE SOIL BEARING PRESSURES GIVEN ABOVE ARE NOT EXCEEDED, TOTAL SETTLEMENT SHOULD NOT EXCEED ONE INCH, A MAJOR PORTION ...TWO - THRIDS TO ONE -HALF OF TOTAL SETTLEMENT SHOULD OCCUR BEFORE THE END OF CONSTRUCTION. DIFFERENTIAL SETTLEMENTS SHOULD, ACCORDINGLY, BE LESS THAN ONE -HALF OF AN INCH FOR A SPAN OF TWENTY FEET. 3. LATERAL EARTH PRESSURES LATERAL EARTH PRESSURES AND FRICTION COEFFICIENTS FOR DETERMINING THE PASSIVE LATERAL RESISTANCE OF FOUNDATIONS AGAINST LATERAL MOVEMENT AND THE ACTIVE LATERAL FORCES AGAINST RETAINING WALLS AND SUBSURFACE WALLS, EXPRESSED AS EQUIVALENT FLUID PRESSURES, ARE GIVE BELOW IN TABLE C. LATERAL EARTH PRESSURES WERE COMPUTED ASSUMING THAT BACKFILL MATERIALS ARE ESSENTIALLY FREE DRAINING AND LEVEL; AND THAT NO SURCHARGE LOADS OR SLOPING BACKFILLS ARE PRESENT WITHIN A DISTANCE FROM THE WALL EQUAL TO OR LESS THAN THE HEIGHT (H)* OF THE WALL. H)* = THE HEIGHT OF BACKFIILL ABOVE THE LOWEST ADJACENT GROUND SURFACE TABLE C LATERAL EARTH PRESSURES CASE LATERAL EARTH PRESSURES i ACTIVE 34 P.C.F. PASSIVE 330 P.C.F. AT -REST 49 P.C.F. ACTIVE CASE: ACTIVE LATERAL EARTH PRESSURES SHOULD BE USED WHEN COMPUTING FORCES AGAINST FREE STANDING RETAINING WALLS, UNRESTRAINED AT THEIR TOPS. ACTIVE PRESSURES SHOULD NOT BE USED WHERE TILTING OUTWARD OF THE WALLS GREATER THAN .002H WOULD NOT BE DESIRABLE. PASSIVE CASE: PASSIVE LATERAL EARTH PRESSURES SHOULD BE USED WHEN COMPUTING THE LATERAL RESISTANCE PROVIDED BY UNDISTURBED OR COMPACTED NATIVE SOILS AGAINST THE MOVEMENT OF FOOTING. WHEN COMPUTING PASSIVE RESISTANCE, THE UPPER ONE FOOT OF EMBEDMENT DEPTH SHOULD BE DISCOUNTED. AT -REST CASE: AT -REST PRESSURES SHOULD BE USED FOR SUBSURFACE WALLS RESTRAINED AT THEIR TOPS BY FLOOR DIAPHRAGMS OR TIE -BACKS AND FOR RETAINING WALLS WHERE TILTING OUTWARD GREATER THAN .002 H WOULD NOT BE DESIRABLE. FRICTIONAL RESISTANCE: A FRICTION COEFFICIENT OF .39 MAY BE USED WHEN COMPUTING THE FRICTIONAL RESISTANCE OF FOOTINGS, GRADE BEAMS, AND SLABS - ON -GRADE TO SLIDING. FRICTIONAL RESISTANCE AND PASSIVE LATERAL SOIL RESISTANCE MAY BE COMBINED WITHOUT REDUCTION. jo,J�I� 111111, 11 � l WZA 4. SLABS —ON —GRADE SLABS -ON -GRADE CAN BE ADEQUATELY SUPPORTED ON COMPACTED NATIVE SOILS OR IMPORTED MATERIALS OF EQUAL OR SUPERIOR QUALITY. WE RECOMMEND THAT A MOISTURE PROTECTION BE CONSTRUCTED FOR THE PROPOSED SLABS. THEY SHOULD BE UNDERLAIN BY A VAPOR RETARDER 6 MILS IN THICKNESS, OR MATERIAL WITH EQUIVALENT OR BETTER RESISTANCE TO CHEMICAL AND BACTERIOLOGICAL ATTACK. PRIOR TO PLACING CONCRETE, THE MEMBRANE SHOULD BE COVERED WITH A THIN (APPROXIMATELY ONE TO TWO INCH THICKNESS) LAYER OF DAMP SAND TO ABSORB EXCESS MOISTURE. POROSITY IS DIRECTLY RELATED TO THE AMOUNT OF EXTRA WATER ADDED TO THE CONCRETE MIX OF THE SLAB WHEN IT WAS CREATED. THE EXTRA WATER CREATES PERMANENT SPACE IN THE SLAB. ONCE IT IS EVACUATED, THAT SPACE REMAINS MOIST AND EASILY PASSES VAPOR THROUGH IT. CREATING A SLAB WITH THE LOWEST POSSIBLE PERMEABILITY STARTS WITH KEEPING THE WATER /CEMENT RATIO, BY WEIGHT, IN ACCORDANCE WITH THE PORTLAND CEMENT ASSOCIATION GUIDELINES FOR SLABS FOLLOWED BY A PROPER CURING AND DRYING PERIOD. SLABS SHOULD HAVE A MINIMUM THICKNESS OF FOUR INCHES AND BE REINFORCED PER THE STRUCTURAL ENGINEER'S RECOMMENDATIONS. PRESSURIZED WATER LINES SHOULD NOT BE PLACED BENEATH SLABS. GRAVITY FLOW SEWER LINES MAY UNDERLIE SLABS, BUT THEY SHOULD BE EXITED BY THE SHORTEST AVAILABLE ROUTE. 5. SOIL —BORNE —SALTS SOLUBLE SULFATE TESTS SHALL BE PERFORMED AFTER THE GRADING OF THE PROPOSED TRACT IS COMPLETED. WE RECOMMEND THAT, BASED ON THESE RESULTS, A CONCRETE MIX DESIGN TO RESIST SULFATE EXPOSURE BE FORMULATED BASED ON TABLE 19 -A -4 "REQUIREMENT FOR CONCRETE EXPOSED TO SULFATE - CONTAINING SOLUTIONS" OF VOLUME 2 OF THE 1997 UNIFORM BUILDING CODE. WE ALSO RECOMMEND TO PROVIDE PROTECTIVE COATING FOR BURIED FERROUS METAL CONDUITS. 6. STRUCTURAL SECTION FOR PAVEMENTS THE PAVEMENT DESIGNS SHALL BE BASED ON THE DESIGN PROCEDURES OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. DESIGN RECOMMENDATIONS FOR ASPHALTIC CONCRETE PAVEMENTS SHALL BE PROVIDED FOR THE R -VALUE TEST RESULTS OBTAINED IN OUR TESTING PROGRAM. ASPHALT CONCRETE SHOULD BE TYPE B ACCORDING TO CALTRANS SECTION 29. AGGREGATE BASE SHOULD BE CLASS 2 ACCORDING TO CALTRANS SECTION 26. THE SUBGRADE SURFACE SHOULD BE ACCORDING TO OUR RECOMMENDATIONS IN THIS REPORT. Pt5'4u�G --1 je 6331 4RECORD oRAwINO" r CORRECTit?tVS BY: �3 ' =I No. 35473 E DATE /a-Z 3' f ,S' 1 Exp. 9 -30 -17 C,F C " tirC TRA C m NO. 63 1— PHAOb° SmithTech*—(SSA INCORPORATED HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CALIFORNIA 93301 (661) 327 -8492 FAX 327 -8493 ROBERT E. MITH RCE 35473 DATE JOB NO. - 04-108 SHEET 2 OF 5 SHEETS Ft- 48.54 �,� 1 C PAD PAD PAD PAD PA D PAD PAD 1 � Q�� 50, 9 5�.1 51.2 51.3 r i �� FL 48.58 _ PAD 1 � 5)1.5 � 51.5 , . i -- --f- - - - - - - -- -- - - - - � ? '150' 9 i 0 4 20 0 110 R � I � � _ PAD 81 8 8� 84 Ft- 48.42 85 86 8� I I 4 I ' i I Ft. 48.16 SH EE T 2 4 A i FL jE8 59 ' I i '� 1.1 w Z w Q Z C) Z o� i �I I I I I I I I I I I I � I I I L r l� t - . ...J , 7'V /� i, PD � SH EE T �3 A -A oI 1 Fl- 48.; -- I co CQ cn ��`� r s- @ �� 8 O 9 U { Q .. b 1 5 It -f- f I X0.7 �� U �s o �N FL �8.2g �'� AD PAD PAD I , ,� 1! r�AO 8 AD PAD AD � P�!v � ; � � 1 r G PAD 50.2 50.0 i 49.8 51.2 �� ( 51.0 51.14 } 49.8 X0.3 ��0.8 __ L� FL 48.6 18" Q0 Ln Q c� B I B 1050.6 �I C S.�� _ -j- I PAD J J J J o ^' ^ j� IpI -11 209 % -�.. v 212 % �`-� .434% CD 50.9 i � 0 18" S.D. � � o g 18' S.D. 0 �� , �e 1._.�.,.. I 1 G `�' �- --�°- �¢, 48.48 - -� - -- Qy Q3 AGILE c--,] N'�x "I c�_ p/ 209 % ^ -�- � cb`L �� a J212 % ` +► �.-` - .306% - - -� I 5 O PAD � CD 1_0 QD � ice' '- 5 �� \ i 1 s PAD 9 �� PAD PAD L PAD hPAD PA� PAD PAD ; ! 4 l-� �8�61 10 �6' 20 10 - I ( - - I PAD FL 48.17 1 50.2 ( 50.0 4 49.8 50.2 `� 50.4 1 50.5 1 �! r ( � °' S1. � 0 I ,� 17� I 6G7 6 8 / r TO G 51 8 P G a of 51.07 50.91 51 07 / 51.93 50.85 PT FEN5 50. n, � s .O 1 A -f --Ap- -- ,, o� FL 48_74 ,�7 1.70 8 I N - -- --- - - �� ---t-- -- FL 48.36 �.I FL 2I - n , FL 48.6 I I 1 AD - �� I I 12 �i , � . I 51.2 r 7 Pa� ► �b 64 b� I 61 �� 5 PAD D PAD PAD IP D PAD i PAD III FL 48.88 -- - -- L �cNQ N �; l 17 r I I 1 FL 48.29 51.E , 5.�, S..J N `�1.4 J1.0 51,, 5r.8 1 l P,�a� � QI 00 o� " cv1 10 20 ( 20 '10 5 J 00 00 PAD 6 U- S, N G B �` �_�_, -•- . 205 % -_ -- --- - -. - ° ° 200 50.56 ( - R DR �G� D�,RA . N ,. co j -- - - -- �d„ S.D. �° �v °I ��,G °� 50.70 G �- N b 05 1e Q - Z \j7 9<b' � QQ� � G G F'C -_ - J Q./ J' lb PA D c-Ij j\ cn C �� c N NI 0 10 20 20 ,10 . PAD PAD PAD o ° I n PAD PAD 13AD � PAD PAD � PAD �- PAD co _ i I -} 7.1 , 5�.2 X1.0 51,1 I �1. 51.E ?.7 1 51.8 , I100 �- 1+ 51.2 f 1 _ , � i _ 51.9 - i 1 ► 51, N ONE �11b I I o PHASE E FL 48.18 ``� ` FL 48.08 FL 49.4-8 1 0 8 18 I PHAM. M ° N o � z A �� 0 6 4 �_ CD 3ON3� S GB g�. 4 3 G 2 1 G o� 6 5 �� 6 3 6 2 ° 61 6 0 �� Lu > 50.30 PAD PAD 5 .42 PAD PAD 50 M Foy oer�� z ;, PAD PAD PAD PAD PAD RETAINING WALE 51.8 .5 51.3 51.2 1�n PAD 5i2 513 514 515 ,�/ $ � co 5 Cd C6 PAD `�9 6� 6�6� °tea U- FL 49.85 PAD�Q .205%---4- .s s f }'s \1 s, i 51.1 �/� o 00 .200 % 0 5 THUNDER GULCH DRIVE_ " o/ v 6 J� �q,. -.-1- 2QQ % Q IN S o, 52.3 ��0 462q s �� o o `,� 00 0) `� d- 1f ;;j- d- V _r- t J J J J J PAD PAD PAD I PAD 4 P PAD PAD PAD PAD AD PAD 51.9 51.8 51.5 51.4 51.2 51.4 51.5 51.6 51.7 51. � o G G 8 g 10 B 10 B2 20 10 �- 69.0 7 G54 55 G 56 57 G 58 G N31 S -N G 50.0 50.17 50.17 50.07 4%% 10 30 0.11 50.15 A ' 5017 MATOL�E FL 48.60 FL 48.38 SHEET 3 �' FL 49.88 FL49.8 A SHEET 4 � F-- 13 12 11 N o 49 48 53 52 51 50 P Q 14 PAD PAD PAD PAD PAD PAD PAD PAD PAD --' PAD 51.1 ��'° ��`�° 50.9 5 �. 4 so 51.3 N 1.1 n I��° 51.2 51,5 51.7 1.9 50.8 :s 1s � 1 06 Olt C6 0 F` G`� ° �, .341% ° h UNBRIDALED DRIVEo PAD Gam\ S.D. oN °N N �°�� \�0 �°� �� o 15 ` 50.7 .202% 50.08 �- .200% o ° P� PAD G PAD P3�� PA a PAD 49.94 FL 48.27 .96 1 4 98 °ter- � 49 49.7 qg &� 50.8 50.9 1 51.2 57.3 51.4 51.5 10 20 20 10 PAD ��, PAD 19 16 �� ! 41 42 43 44 45 46 47 51.8 33 50.5 G G 50.73 50.75 RE -i AI►�,,►ING 4ALL G' G G �'" 50.42 50.41 I W o ! U I f I �i= f 50.04 G i- • 50.05 I l I 50__'1 G G I 49.84 49.92 f LL_ 0 LO N C.0 0 0 w O 4 -4 o, Q o, o� C), Z, 0 C), TRACT N0. 6331 PHASE 2 G R A PLAN SmithTech* USA INCORPORATED HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CALIFORNIA 93301 (661) 327 -8492 FAX 327 -8493 ROBERT E. MITH RICE 35473 DATE JOB NO. - 01-108 SHEET 3 OF 5 SHEETS &:;QN9` OQ�GFE u m No. 35473 Exp. 9-30-17 s��TfioF�c� i�c��P I fj,s - l3K�L' I *RECORD DRAWW CORRECTIONS BY;e" DATE G 9.56 49.61 I i SCALE: » I 1 = 50 NOTE: ALL ELEVATIONS ARE +300' i o, Q o, o� C), Z, 0 C), TRACT N0. 6331 PHASE 2 G R A PLAN SmithTech* USA INCORPORATED HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CALIFORNIA 93301 (661) 327 -8492 FAX 327 -8493 ROBERT E. MITH RICE 35473 DATE JOB NO. - 01-108 SHEET 3 OF 5 SHEETS � 57.75 I I I � C W ZD z W Q z 0 z O � N 57.75 I I \S7 FL 49.85 o CD PAD THUNDER GULCH DRIVE N G G G 6 0 4g2� �� s'�� ,�� ; ,�`' ��° -�- .200 % 52.3 g; N, G� �� n."� ' i �i o� s � f LQi� I �! I �i PAD �1 PAD PAD I PAD ' ' ! PAD `+ o 4 ( z ( PAD PAD � A D PAD 51.8 � 5 �. 5 � 5 �. 4 51.9 B IB ;> t 51.2 51.4 51.5 51.6 ' 51.7 ° 8 1 9! 10 1 I 23 N. OS I 5 4 [ 5[ 1 1 S_N LG ;G G i G 5J G �� 57 15 58 B� l I 0.07 0.11 50.15 -rA 50.17 50.(� Q 2Q 1 2Q 110 50.17 f 50.17 RETAINING WALL w TAE FL 48.60 FL 48.38 A ® SHEET 4 T 13 12 11 Ln �� S2 51 50 49 �' PAD PAD PAD � PAD PAD PAD PAD 0 14 �,� < PAD So 51.1 51.3 N 1.1 �0 (�� _504 51.2 51.4 51.5 51.7 PAD <� ' 18n 18» � � z J ✓ oo . Z cP t V S. D �� o° oo r V / J I •s6, o o° �,, D. so VZ .3 3 % cl° `,g� 1 a �` t -- .341 % � ° �� ` °�'� U N BRI DAL 8 F e G � , Gam\ N ED DRIVE PAD � - - 15 �G��G° 18n S.D. � `ro CA -- 7 o �ti ° --a .202% ® 50.08 F G bv C�c' FL 48.27 .96 � .,� 49.98 49.89 `�° 49. 7 10 20 20 10 PAD �Q �� PAD PAD PAD PAD PAD PAD PAD 51.1 51.2 51.3 51.4 J 51.5 i FL48.05 G t 41 44, N �' 42 43 45 4 47 �- 18" fir, _ S.D. �� FL 47.96 FL 49.48 �0 L..�L z° 17 PAD p �0 1< 37 F MA U FL 49.88 > �z 0 N PAD Q 1.9 > �r o o 0 CN F CN 200% h 51.8 '3 3 FL 49.3 PAD y 51.7 32 -' 40 39 38 M. LOT �6 ,8PAD t'z �c? � FL 48.28 M I Q N PAD PAD PAD FOR DETAIL N ,� PAD PAD PADB B' Ic PAD To �, 51.0 ; 51.1 PAD 51.3 51. 010 2 10 o N 4 ,� 51.5 �� 51.2 0 � o 00 C6 5/� / 06 C6 G => .749 % ► ® �` Gam\ s 202 % ° �, ® G lo G 202 % �`l� 49 C14 COUNT FLEET WAY ° � 18° S.D. ° e,�e �wo �,� 0 '�n F .825%- -� F j G�\ �� \� N�� cv \v �Q G -■- .202% o F Q9 . c ,mss �� <v cy Sr9 .16; U) v �o c4 co co OCR oQ T 0 CD � 51,3 1.3 o sow 10,2 20 10 l� �( ono 3. // �' l0 0 ,5 k5f 13 � 51.5 30 V, `' X49.88 PAD 51.4 29 PAD PAD PAD PAD PAD AD J > _ PAD �' ° G G Q PAD PAD 51.4 51.9 � � 51.2 51.3 � �1 o h0 51.4 �7(. - I-� 28 �® 19 20 21 22 23 24 NL.�.L z 25 L 26 27 So o. y�7�o g 6� AGCY. ®tT o t� AC�C� DITCH o GB 50 d 50 4 � g'6b CN o6' QG G GB 49.96 0 50.17 50 50 --��° 5.0. 29' -A. N 89 032'11" W2 762.52 FT ... D.*,:**-..*,:"*: �:.». ».. ..f ... •:1 TRACT BOUNDARY 2" IRON PIPE SET FOR W. ALAN HARRISONS SURVEY DATED JUNE 1967 / TV 969 I I I I 1 ! 49.56 49.61 Z f -- t. LL_ s.. O G N 49.16 = °•' 49.27 LLJ N ' N G G 48.83 48.98 RETAINING /, LL rn 1 co %�p 50 �p app L I�� 1 �p 50 cy �� N- FENCE 50.117 I I SCALE: ' 1" = 50' NOTE: ALL ELEVATIONS ARE +300' 8,17 �a �o -g• &,33/ ,-a oNLy 'RECORD DRAWNG" CORRECTMS BY: _ DATE /j., _ I i it I Q cl:-_ I ► ®� 00 ® I z CI rl oil v. I �o i I I I I o. 35 :473 x A.8- -f7 �`J\4,1 1ViL ��7� TR O. - 331 Smith. ech USA INCORPORATED HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CALIFORNIA 93301 (661) 327 -8492 FAX 327 -8493 ROBERT E. SM JOB NO. - 04 -1 Q0 N � N W D W C!) CD = CD O Q cf) W c = W n Z zQ� C) � O W W Q N � 0 RCE 35473 DATE SHEET 4 OF 5 SHEETS I l -(331 eke 0 of s s �I z z PAD LIJ 5 4 . .9 LL.- 10 3 30 M. LOT �6 ,8PAD t'z �c? � FL 48.28 M I Q N PAD PAD PAD FOR DETAIL N ,� PAD PAD PADB B' Ic PAD To �, 51.0 ; 51.1 PAD 51.3 51. 010 2 10 o N 4 ,� 51.5 �� 51.2 0 � o 00 C6 5/� / 06 C6 G => .749 % ► ® �` Gam\ s 202 % ° �, ® G lo G 202 % �`l� 49 C14 COUNT FLEET WAY ° � 18° S.D. ° e,�e �wo �,� 0 '�n F .825%- -� F j G�\ �� \� N�� cv \v �Q G -■- .202% o F Q9 . c ,mss �� <v cy Sr9 .16; U) v �o c4 co co OCR oQ T 0 CD � 51,3 1.3 o sow 10,2 20 10 l� �( ono 3. // �' l0 0 ,5 k5f 13 � 51.5 30 V, `' X49.88 PAD 51.4 29 PAD PAD PAD PAD PAD AD J > _ PAD �' ° G G Q PAD PAD 51.4 51.9 � � 51.2 51.3 � �1 o h0 51.4 �7(. - I-� 28 �® 19 20 21 22 23 24 NL.�.L z 25 L 26 27 So o. y�7�o g 6� AGCY. ®tT o t� AC�C� DITCH o GB 50 d 50 4 � g'6b CN o6' QG G GB 49.96 0 50.17 50 50 --��° 5.0. 29' -A. N 89 032'11" W2 762.52 FT ... D.*,:**-..*,:"*: �:.». ».. ..f ... •:1 TRACT BOUNDARY 2" IRON PIPE SET FOR W. ALAN HARRISONS SURVEY DATED JUNE 1967 / TV 969 I I I I 1 ! 49.56 49.61 Z f -- t. LL_ s.. O G N 49.16 = °•' 49.27 LLJ N ' N G G 48.83 48.98 RETAINING /, LL rn 1 co %�p 50 �p app L I�� 1 �p 50 cy �� N- FENCE 50.117 I I SCALE: ' 1" = 50' NOTE: ALL ELEVATIONS ARE +300' 8,17 �a �o -g• &,33/ ,-a oNLy 'RECORD DRAWNG" CORRECTMS BY: _ DATE /j., _ I i it I Q cl:-_ I ► ®� 00 ® I z CI rl oil v. I �o i I I I I o. 35 :473 x A.8- -f7 �`J\4,1 1ViL ��7� TR O. - 331 Smith. ech USA INCORPORATED HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CALIFORNIA 93301 (661) 327 -8492 FAX 327 -8493 ROBERT E. SM JOB NO. - 04 -1 Q0 N � N W D W C!) CD = CD O Q cf) W c = W n Z zQ� C) � O W W Q N � 0 RCE 35473 DATE SHEET 4 OF 5 SHEETS I l -(331 eke 2" IRON PIPE SET FOR W. ALAN HARRISONS SURVEY DATED JUNE 1967 / TV 969 I I I I 1 ! 49.56 49.61 Z f -- t. LL_ s.. O G N 49.16 = °•' 49.27 LLJ N ' N G G 48.83 48.98 RETAINING /, LL rn 1 co %�p 50 �p app L I�� 1 �p 50 cy �� N- FENCE 50.117 I I SCALE: ' 1" = 50' NOTE: ALL ELEVATIONS ARE +300' 8,17 �a �o -g• &,33/ ,-a oNLy 'RECORD DRAWNG" CORRECTMS BY: _ DATE /j., _ I i it I Q cl:-_ I ► ®� 00 ® I z CI rl oil v. I �o i I I I I o. 35 :473 x A.8- -f7 �`J\4,1 1ViL ��7� TR O. - 331 Smith. ech USA INCORPORATED HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CALIFORNIA 93301 (661) 327 -8492 FAX 327 -8493 ROBERT E. SM JOB NO. - 04 -1 Q0 N � N W D W C!) CD = CD O Q cf) W c = W n Z zQ� C) � O W W Q N � 0 RCE 35473 DATE SHEET 4 OF 5 SHEETS I l -(331 eke THIS SHEET IS TO BE USED FOR EROSION CONTROL PURPOSES ONLY. THIS SHEET SITE SPECIFIC NOTES: 1. CONSTRUCT WORK EQUIPMENT STORAGE AREAS AS NEEDED FOR CONSTRUCTION PER THE CALIFORNIA BMP HANDBOOK. 2 PROWX STANDARD STORM DRAIN INLET PROTECTION PER BMP STANDARD SE -10 OF THE CALIFORNIA BMP HANDBOOK. PROWX INLET PROTECTION FOR EXISTING INLETS AT START OF CONSTRUCTION. AS PROPOSED INLETS ARE CONSTRUCTED INLET PROTECTION SHALL BE INSTALLED. 3. THE CONSTRUCTION ENTRANCE IS DESIGNED TO REDUCE SOIL TRACK OFF INTO THE STREET. ONCE THE INTERIOR ROADS AND PARK LOTS ARE COMPLETE, IT MAY BE POSSIBLE TO REPLACE THE CONSTRUCTION ENTRANCES WITH REGULAR STREET SWEEPING. THIS IS UP TO THE CONTRACTOR'S DISCRETION. KEEP SEDIMENT FROM ENTERING CATCH BASIN GRAVEL BAG DETAIL N.T.S. GENERAL EROSION CONTROL NOTES: 1. LAND DISTURBING ACTIVITIES SHALL NOT COWIENCE UN11L APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES. 2 THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) DURING CONSTRUCTION OPERATIONS. IF FIELD CONDITIONS WARRANT IT, THE SWPPP MAY BE MODIFIED AS LONG AS THE CONSTRUCTION GENERAL PERMIT CONDITIONS ARE MET. ANY ALTERATIONS TO THE SWPPP MUST BE NOTED IN THE SWPPP BINDER KEPT ON STIE. 3. NO LAND NEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. 4. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SDIL SMOT FROM LEAVING THE STE AND BE IN COMPLIANCE WITH THE CONSTRUCTION GENERAL PERMIT. 5. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 6. ADDITIONAL EROSION AND SEDIMENT CONTRA MEASURES WIIl BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 7. DRAIN INLET PROTECTION SHALL BE PROVIDED THROUGHOUT THE DURATION OF THE PROJECT. EXISTING DRAIN INLETS SHALL BE PROTECTED UNTIL FINAL REMOVAL AND THE W"CTING PIPE SHALL BE PROPERLY CAPPED TO PREVENT SEDIMENT FROM EN19M THE STORM DRAIN SYSTEM. 8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION ON ANY EXPOSED AREAS WHEN THE PROTECT IS COMPLETE WILL NOT BE USED FOR G RADING PURPOSES. SEE EXHIBIT "A" SWPPP BMP LEGEND TC -1 — STABILIZED CONS ENTRANCE RUCTION A2 WM -1 — MATERIAL DELIVE STORAGE I Y AND 0 SE 41 42 43 44 45 J? D' O 47 40 39 38 37 36 55 56 57 58 59 D ,0 t l 53 52 51 5 49 48 SWPPP BMP LEGEND TC -1 — STABILIZED CONS ENTRANCE RUCTION A2 WM -1 — MATERIAL DELIVE STORAGE I Y AND 0 SE 41 42 43 44 45 46 47 40 39 38 37 36 35 34 SWPPP BMP LEGEND TC -1 — STABILIZED CONS ENTRANCE RUCTION A2 WM -1 — MATERIAL DELIVE STORAGE I Y AND 0 SE -1 —SILT FENCE 0 STORM DRAIN AND CA BASIN PROTECTION PE CH SE -10 — SILT FENCE PER SE -1 WATTLE DET, N. STORM DRAIN AND CATCH BASIN PROTECTION PER SE -10 EXHIBIT "A" �.S.Qui�T �FFSS/ 7-X, Z E. �� ✓a F co% ccMN'S BY: No. 3��473 Exp. 9-30-17 owl fir' OFUA'\F% -1100SION TE II SmithTech*— USA INCORPORATED HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CALIFORNIA 93301 (661) 327 -8492 FAX 327 -8493 rA r, N.T.S. ROnERT SMITH RCE 35473 JOB NO. - 1. 04 -108 SHEET 5 lop P DATE OF 5 SHEETS l —' (o33t O 1— f