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HomeMy WebLinkAbout1.7-7158 As-GradedR 47-e2 PER vv. v. DOIC . v21 ? SIzB56 u. R. Aff A? 3K. 55 'y . 143 0 0 BENCH MARIA SET: CHISELED 'O. ON TOP OF CURB 10' EAST OF EAST END OF CURB RETURN IN SOUTHEAST COR HAGEMAN & JENKINS ROADS ELEV. 357.65 COPPER POINT IN 6' CONCRETE MONUMENT AT CL JENKINS AND MEACHAM ROADS WITH RCE 2777 TAG DATED 4-30-41 14' DEEP ELEV. 356.24 PER KCSFB 665-A PG. 44 qq »> ?G;.9-4 - . tie tie: = �iiR�✓:..... z=« � VACANT EXISTING R-1 LR A' 7 S 89'19'26" E 1039.23 A - Z z 2— I 1 Z 124'± DOLE ENTERPRISES INC. ."ARCO" 36 X DRILL ISLAND c0 N i CV � o6 ti� a:�r etlln+owtr DOLE ENTERPRISES, INC. o "ARCO" - 35 X � !�UAI♦ �, 115'f o .�. N 8919 26• W 1323.71 1 N 89992&Wi323 _\ N 1799926• 11 4WOO N 89197r W 190.57 AUSTI� N 899926• W 469.43 CREEK 1 \ - / F4 5 6 2 3 ,(771 8 9 10 11 F,2T13 1\ -FOUND CONC. MON. MRK'D. R.E. 2777 FOR S.W. COR., SEC. 14, 29/26 PER FILED MAP 7-1, BK. 6, PG. 44 REAR P.L. �Aa.�� VAR• �� 7 7 /�41 0 ha / .. BUILDING �Q/ PAD F �� VAR• �� /—FRONT P.L. TYPICAL L 0-T GRADfNG z _ Drawing File: FSGRD7158 06/10/2017 ROCKINGHAM WA Y W Z U CITY OF BAKERSFIELD TRACT No. 715-8 GRADING PLAN t►�:: . . VACANT EXISTING R-1 LR 1010:09 S .89'1:9'26" E Imenew 10 i 8 I$ I7 I g 1 5 f+ I 3 -- AVENUE — N 6999.26• W W.9- 35 -T— —7 34 33 32 NOTE: SEE SHEET TWO FOR ADDITIONAL NOTES N 899926' W 480.41 31 30 ((_6 5 DRY _CREEK LANE .. 3 a . n r7 ».='s `it't +,ri ...... Pyr. i;[: NOTE THE CITY AND COUNTY HAVE COME TO AN AGREEMENT CONCERNING THE DRAINAGE. WE WILL BE SUBMITTING AN APPLICATION TO LAFCO TO ANNEX PROPERTY INTO THE CSA. APN NUMBER: 529-012-37,38,39,40 TOTAL ACREAGE. rp ` E V,F, �TOTAL PROJECT AREA: 9.28 (MOSS AC./6.83 NET AC. TOTAL -LOTS: 21 --BUILDABLE LOTS No. -,_r473 Exp. 9-30-19 TOTAL NET DENSITY: 3.08 D.U./NET AC. � "RECORD DfAWi�IG" CORRECTIONS Ilei: 4(1,410111 DATE \I REINA ROAD I s9ti \ �9 1 '—TRA 0 Z CT 7158 0 0 UJ UJz Q 9�FUJ z �9 Q°qo ROSEDALE HIGHWAY 2 The GRADING PLAN as shown on this drawing is hereby approved, subject to any indicated corrections or additions. Approval by the Public Works Department and Building Department indicates approval only as to design criteria used and conformance to _City Standards, Codes and Ordinances. Engineer for the subdivider or developer shall be responsible for accuracy of calculations for this plan and shall submit a certified "as -graded" pian after completion of the grading. APPROVED BY- QOU n13 20 '1 ublic r p Date r K t Building par nt Cate �_y__ s TiEM�. 5UM1� BASEMENT biDii. 21� o� 4toD2 cJl. _54. 359"12 26 -\ R79. 476 R /� 153 33 R=490' 3 2 1 \ r Q O Cie Q N II z ]C NORTH LLJ SCALE: 1 " — 100' 20 SH T. N0. SHEET DESCRIPTION 1. TITLE SHEET 2. NOTE SHEET 3. AUSTIN CREEK AVENUE 4. SWPPP PLAN 5. DEV.. FOOTPRINT 16 LEGAL—D-ESCRIP-Tl-ON A PORTION OF PARCEL 4 OF PARCEL MAP NO. 12143, -IN THE UNINCORPORATED AREA OF THE COUNTY OF KERN, STATE OF CALIFORNIA, AS [DER MAP RECORDED IN BOOK 60, PAGES 33 -AND 34 OF PARCEL MAPS, IN -THE --OFFICE OF THE COUNTY RECORDER OF Sh!D COUNTY. VS6T14SS1n W No. 35473 ) 9/30/1.7'6 VIL�� 01 CAL-xv Smitff - USA INCORPORATED HABERFELDE BUILDING 142417TH STREET BAKERSFIELD, CALIFORNIA 93301 CITY RECORDS # (661) 327-8492 FAX 327-8493 ¢' V�,, f !UI 2 2 2017 CIT' OF I y�� �1•I LDL E GEND tr�s � �. �- NIT .a. TYP. TYPE 'A' CATCH BASIN ---- TYP. STM BRAIN PIPE AS NUTEB --- CENTER UNE Ge GRADE BREAK CB CATCH BASIN - CR -CURB RETURN EP € 0STING PAVMENT- PRC PT OF REVERSE CURVE PIVC --PT OF VERT!G& CURVE POVC PT ON VERTICAL CURVE HI/PT HIGH POINT mWORD FLOW UNE SLOPE OF FLOW UNE PAD LOT PAD ELEVATION LOT SLOPE -BLOCK WALL HK SLOPE . SECTION DETAIL 10 20 20 10 STREET ,MDTH LOT GRADING OIL KILL DETAIL "A" Z Y W -' O to FOUND CONE. MON. TAGGED RCE 1756FOUND GONE. MON. 4 TAGGED RCE EEi40 FOR S. 1/4 COR. �f1c L"-OT,tOR. PER SEC. 13, 29/26 PER FILED MAP 7-I, TR. 5234 BK. 6, PG. 44 2.82' —� DETAIL 'A' N.T.S. PERMIT NUMBER i • `���=II WDID NUMBER 5F15C377382 SOIL CALCULA-TION S: CUT 9,700 C.Y. 2650± �:,.HAGEMAN 800 C.Y. SHRINKAGE ROAD (CO. -ROAD NO. 522) ADDITIONAL NOTES 19500 C.Y. OWNER: James Bryan Batey Sr., Trustee of the PRIVATE ENGINEERS NOTICE TO CONTRACTORS Cumbers -and Legacy- Trust THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN P.O. Box 20247 ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST BAKERSFIELD, CA 93390 OF OUR KNOWLEDGE THERE ARE NO ENSIING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE SUBDIVIDER: Rosedale Land and Development Inc. MHS G NES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT MOWN ON THIS P. -O. Box 20247 BAKERSFIELD, CA 93390 NGINEEIION OR NOTA.E RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH ENGINEER: SMI-THTECH/USA, INC. UNDERGROUND SERVICE ALERT -SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST - 1424 17TH STREET RUCTION. 1-M-227-2600 BAKERSFIELD, CA 93301 ENGINEER'S STATEMENT: I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT. REQUIREMENTS OF THE ADVI- SORY AGENCY OR OTHER REVIEW BOARD. IAM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN- DARDS; AND DESIGN- CRMIA SHALL BE CORRECTED DURING CONS RUCTION. �.� ROBERT -E. SMITH RM 35473 DME EXP. 9=30-17 LIST OF COT STANDARDS USED HEREIN ST -13 - MONUMENT ENCASEMENT NOTES SW -4 - SEWER & STORM DRAIN MANHOLE TYPE -'A' SIDEYARD SLOPE TO BE 2% FOR 10'SW-6 -PROPERTY - SEWER CLEANOUT TYPE 'A - TO LINE AS SHOWN ALLOR ALL LOTS TO BE GRADED ACCORDING SW -3 - SEWER MANHOLE TYPE 'A' INSIDE & OUTSIDE DROP TO THE TYPICAL DETAIL -UNLESS OTHERWISE D-14 - CATCH BASIN TYPE "A" INDICATED ON THESE PLANS SW -7 SEWER PIPE CONNECTI©N FINISH GRADING & SWALES To BE = COMPLETED BY BUILDER AT TIME OF HOUSE B-10 OUTLET STRUCTURE CONSTRUCTION: D-9 - DRAINAGE BASIN PADS TO BE GRADED FROM FRONT TO SW -1 - SEWER LATERAL MARKER BACK AT .5% AT- ROUGH -GRADE S T-22 - TRENCH DETAIL NOTE: SEE SHEET TWO FOR ADDITIONAL NOTES N 899926' W 480.41 31 30 ((_6 5 DRY _CREEK LANE .. 3 a . n r7 ».='s `it't +,ri ...... Pyr. i;[: NOTE THE CITY AND COUNTY HAVE COME TO AN AGREEMENT CONCERNING THE DRAINAGE. WE WILL BE SUBMITTING AN APPLICATION TO LAFCO TO ANNEX PROPERTY INTO THE CSA. APN NUMBER: 529-012-37,38,39,40 TOTAL ACREAGE. rp ` E V,F, �TOTAL PROJECT AREA: 9.28 (MOSS AC./6.83 NET AC. TOTAL -LOTS: 21 --BUILDABLE LOTS No. -,_r473 Exp. 9-30-19 TOTAL NET DENSITY: 3.08 D.U./NET AC. � "RECORD DfAWi�IG" CORRECTIONS Ilei: 4(1,410111 DATE \I REINA ROAD I s9ti \ �9 1 '—TRA 0 Z CT 7158 0 0 UJ UJz Q 9�FUJ z �9 Q°qo ROSEDALE HIGHWAY 2 The GRADING PLAN as shown on this drawing is hereby approved, subject to any indicated corrections or additions. Approval by the Public Works Department and Building Department indicates approval only as to design criteria used and conformance to _City Standards, Codes and Ordinances. Engineer for the subdivider or developer shall be responsible for accuracy of calculations for this plan and shall submit a certified "as -graded" pian after completion of the grading. APPROVED BY- QOU n13 20 '1 ublic r p Date r K t Building par nt Cate �_y__ s TiEM�. 5UM1� BASEMENT biDii. 21� o� 4toD2 cJl. _54. 359"12 26 -\ R79. 476 R /� 153 33 R=490' 3 2 1 \ r Q O Cie Q N II z ]C NORTH LLJ SCALE: 1 " — 100' 20 SH T. N0. SHEET DESCRIPTION 1. TITLE SHEET 2. NOTE SHEET 3. AUSTIN CREEK AVENUE 4. SWPPP PLAN 5. DEV.. FOOTPRINT 16 LEGAL—D-ESCRIP-Tl-ON A PORTION OF PARCEL 4 OF PARCEL MAP NO. 12143, -IN THE UNINCORPORATED AREA OF THE COUNTY OF KERN, STATE OF CALIFORNIA, AS [DER MAP RECORDED IN BOOK 60, PAGES 33 -AND 34 OF PARCEL MAPS, IN -THE --OFFICE OF THE COUNTY RECORDER OF Sh!D COUNTY. VS6T14SS1n W No. 35473 ) 9/30/1.7'6 VIL�� 01 CAL-xv Smitff - USA INCORPORATED HABERFELDE BUILDING 142417TH STREET BAKERSFIELD, CALIFORNIA 93301 CITY RECORDS # (661) 327-8492 FAX 327-8493 ¢' V�,, f !UI 2 2 2017 CIT' OF I y�� �1•I LDL E GEND tr�s � �. �- NIT .a. TYP. TYPE 'A' CATCH BASIN ---- TYP. STM BRAIN PIPE AS NUTEB --- CENTER UNE Ge GRADE BREAK CB CATCH BASIN - CR -CURB RETURN EP € 0STING PAVMENT- PRC PT OF REVERSE CURVE PIVC --PT OF VERT!G& CURVE POVC PT ON VERTICAL CURVE HI/PT HIGH POINT mWORD FLOW UNE SLOPE OF FLOW UNE PAD LOT PAD ELEVATION LOT SLOPE -BLOCK WALL HK SLOPE . SECTION DETAIL 10 20 20 10 STREET ,MDTH LOT GRADING OIL KILL DETAIL "A" Z Y W -' O to FOUND CONE. MON. TAGGED RCE 1756FOUND GONE. MON. 4 TAGGED RCE EEi40 FOR S. 1/4 COR. �f1c L"-OT,tOR. PER SEC. 13, 29/26 PER FILED MAP 7-I, TR. 5234 BK. 6, PG. 44 2.82' —� DETAIL 'A' N.T.S. PERMIT NUMBER i • `���=II WDID NUMBER 5F15C377382 SOIL CALCULA-TION S: CUT 9,700 C.Y. FILL 800 C.Y. SHRINKAGE 1,500 C.Y. SUBSIDENCE 19500 C.Y. e.. TRACT N0. 7158 GRADING PLAN 0 l N CN -1 laUr ROBERT E. SMITH -R0E 3-5473 -C ATE i JOB NO. -- 15-105 SHEET 1 OF 5 SHEET. ? jra ' f, I EARTHWORK SPECIFICATIONS TRACT BOUNDARY 1. SCOPE OF WORK: THESE SPECIFICATIONS AND APPLICABLE PLANS PERTAIN 10. UNTREATED AGGREGATE BASE. THE AGGREGATE BASE MATERIAL SHALL BE UP TO 5 FEET OF FILL MATERIAL WAS ENCOUNTERED WITHIN THE SOUTH PORTION OF TO AND INCLUDE ALL EARTHWORK ASSOCIATED WITH THE SITE ROUGH SPREADAND COMPACTED ON THE PREPARED SUBGRADE IN CONFORMITY WITH THE SITE. IN ADDITION, END DUMP PILES OF FILL SOIL AND DEBRIS WERE LOCATED IN 1 HE A 2, A GRADING, INCLUDING BUT NOT LIMITED TO THE FURNISHING OF ALL LABOR, THE LINES, GRADES, AND DIMENSIONS SHOWN ON THE PLANS THE AGGREGATE SOUTH PORTION OF THE SiTE. THE FILL MATERIAL PREDOMINATELY CONSISTS OF SILTY TOOLS, AND EQUIPMENT NECESSRY FOR SITE CLEARING AND GRUBBING, BASE MAMRIAL SHALL -=FM -TO -RE --REUMME1sITS OF SECTION 26 OF WE SAND, SANDY SILT AND SAND SOIL-" MMIC DEBRIS -CONSISTINGQF F WNGREIL� -BEM--1 STRIPPiNG,PREPARATION OF FOUNDAii l MATERIALS FGR RECEIVING STANDAR SPECIFICATIONS FOR CLASS II MATERIAL, 1 1/2 INCHES MAXIMUM SiZE. ASPHALTIC CONCRETE AND WOOD PIECES. THE THICKNESS AND EXTENT OF FILL l TY OF FILL, EXCAVATION, PROCESSING, PLACEMENT AND COMPACTION OF FILL AND THE AGGREGATE BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM RELATIVE MATERIAL WAS DETERMINED BASED ON LIMITED TEST BORINGS. THICKER FILL MAY BE 6' WOOD FENCE BACKFILL MATERIALS TO THE LINES AND GRADES SHOWN ON THE PROJECT COMPACTION OF NINETY FIVE PERCENT (9590. THE AGGREGATE BASF MATERIAL PRESENT AT THE SITE. VERIFICATION OFTHE EXTENT OF FILL FILL SHOULD BE DETERMINED GROUND _- GRADING PLANS, AND DISPOSAL OF EXCESS MATERIALS. SHALL BE SPREAD AND COMPACTED IN ACCORDANCE WITH SECTION 26 OF THE 2P.-EREORMANCE . THE_CDbLP4C.T(R--SHALL.BE-RESPONSIBLE-EOR...1NE.... _ STANDARD.-�. THE.AGGREGATE BASE. MATERIAL L- SHALBE SPREAD DURING SITE GRADING. LIMITED TESTING WAS PERFORMED ON THE FILL SOLS DURING SATISFACTORY COMPLETION OF ALL EARTHWORK IN ACCORDANCE WITH THE IN LAYERS NOT EXCEEDING SIX (6) INCHES AND EACH LAYER OF AGGREGATE -FIE TIME OF- AT THE ABBE VARYIRT G TiRENGT S THE -ERI TICS RAG _ � SAD TED INDICATES THAT THE FILL SOLS HAVE VARYING STRENGTH CHARACTERISTICS RANGING I PROJECT PLANS AND SPECIFICATIONS. THIS WORK SHALL BE INSPECTED MATERIAL COURSE SHALL BE TE AND APPROVED BY THE SOILS ENGINEER FROM LOOSELY PLACED TO COMPACTED. THEREFORE, IT IS RECOMMENDED THAT THE FILL -- 2:1 MAX. AND TESTED BY A REPRESENTATIVE OF KRAZAN AND ASSOCIATES, INC., PRiOR TO THE PLACEMENT OF SUCCESSIVE LAYERS. SOLS BE EXCAVATED AND STOCKPILED SO THAT THE NATIVE SOILS CAN BE PREPARED HEREINAFTER KNOWN AS THE SOLS ENGINEER AND/OR TESTING AGENCY. 11. AGGREGATE SUBBASE: THE AGGREGATE SUBBASE SHALL BE SPREAD AND PROPERLY. THE FILL MATERIAL PREDOMINATELY CONSISTS OF SILTY SAND, SANDY SILT, 13AKERSF1 E LNIF ATTAINMENT.. OF _DESIGN..GRADES WHEN ACHIEVED. SHALL_BE .CERTIFIE) TO COMPACTED ON THE PREPARED SUBGRADE IN CONFORMITY WITH THE LINES, AND SAND SOILS. THE +U -MATERIAL ALL -BE SUITABLE fO R 4USE -AS ENGINEERED +T 1, �-EX. ­GiR0Ij4Nfl/ BY THE PROJECT CIVIL ENGINEER. BOTH THE SOILS ENGINEER AND THE GRADES, AND DIMENSIONS SHOWN ON THE PLANS. THE AGGREGATE SUBBASE PROVIDED IT IS CLEANSED OF EXCESSIVE ORGANICS AND DEBRIS. THE DEBRIS - CIVIL ENGINEER ARE THE OWNER'S REPRESENTATIVES. IF THE CONTRACTOR MATERIAL SHAM CONFORM TO THE REQUIREMENTS OF SECTION 25 OF THE CONSISTING OF CONCRETE, ASPHALTIC CONCRETE AND WOOD PIECES SHOULD BE PAD SHOULD FAIL TO MEET THE TECHNICAL OR DESIGN REQUIREMENTS EMBODIED STANDAR SPECIFICATIONS FOR CLASS II MATERIAL THE AGGREGATE SUBBASE REMOVED FROM THE SITE. TRACT N o • 7158 IN THIS DOCUMENT AND ON THE APPLICABLE PLANS, HE SHALL MAKE THE MATERIAL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF TYPICAL STEP SECTION NECESSARY- REAQAISIMI NTS-UNTIL.:-ALL-_WORK-L&-DEEMED--SX1IS1 ACTOR_Y-_AS- NiNETY FIVE-PERCENT(95%),_ .AND IT SHALL BE SPREAD AND COMPACTED IN THE SITE IS- PRESENTLY-U-RRED- AS- AGRICULTUIZAI:.-LAND:-ASSOCIAiED- 11114 THIS DETERMINED BY BOTH THE SOLS ENGINEER AND THE CML ENGINEER. NO ACCORDANCE WITH SEC ON 25 OF THE STANDARD SPECIFICATIONS. EACH DEVELOPMENT ARE BURIED STRUCTURES SUCH AS WATER WELLS AND IRRIGATION LINES. @TRACT E M NDAffY DEVIATION FROM THESE SPECIFICATIONS SHALL BE MADE EXCEPT UPON LAYER OF AGGREGATE SUBBASE SHALL BE TESTED AND APPROVED BY THE BURIED UTILITY LINES ARE LOCATED ALONG THE EDGES OF THE SITE. AN OIL WELL IS GRADING PLAN WRITTEN APPROVAL OF THE SOiLS ENGINEER, CIVIL ENGINEER OR PROJECT SOILS ENGINEER PRiOR TO THE PLACEMENT OF SUCCESSIVE LAYERS. LOCATED IN THE SOUTH CENTRAL PORTION OF THE SITE. DEMOLITION ACTIVITIES SHOULI ) ARCHITECT. 12. ASPHALTIC CONCRETE SURFACING: ASPHALTIC CONCRETE SURFACING SHALL INCLUDE PROPER REMOVAL OF THESE AND THEIR ASSOCIATED BURIED STRUCTURES. NO EARTHWORK SHALL BE PERFORMED WITHOUT THE PHYSICAL PRESENCE OR CONSIST OF A MIXTURE OF MINERAL AGGREGATE AND PAVING GRADE ASPHALT, BUlRiED UTILITY RIVES.-SHCill1D -BE .REMOV£D .AND/ -OR RE-ROUTED -1F AST IUTILIZED FOR APPROVAL- `OF THE SOLS ENGINEER• TINE-CONTRAtTOt -SHAtt-NO11FY THE MIXED AT A CENTRAL MIXING PLANT AND SPREAD AND COMPACTED ON A PRE- THE PROPOSED DEVELOPMENT. ANY BURIED STRUCTURES ENCOUNTERED DURING SOiLS ENGINEER AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCE- PARED BASE IN CONFORMITY WITH THE LINES, GRADES AND DIMENSIONS SHOWN CONSTRUCTION SHOULD BE PROPERLY REMOVED AND THE RESULTING EXCAVATIONS MENT OF ANY ASPECT OF THE SITE EARTHWORK. ON THE PLANS. THE VISCOSITY GRADE OF THE ASPHALT SHALL BE AR -4000. BACKFILLED WITH ENGINEERED FILL WATER WELLS AND OIL WELLS SHOULD BE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE THE MINERAL AGGREGATE SHALL BE TYPE B, 1/2 INCH MAXIMUM SIZE, MEDIUM ABANDONED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. DISTURBED AREAS 2'B R.O.W. B RESPONSIBILITY FOR JOB SiTE CONDITIONS DURING THE COURSE OF CONSTRUCTION GRADING AND SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN SECTION CAUSED. BY DEMOLITOL.ACTLVI.TIES.SHOULD-.BE.RECO�iPACTEO. ' , OF M- PROJECT, iNC LUDING' SAFETY OF ALL PERSONS AND PROPERTY; THAT 39 OF-THESTANIYARI SPECiFfCATM . THE DRYIFIG; PRO'ORTfO W AND- - C C THIS REQUIREMENT SHALL APPLY CONTINUOUA DRAINAGE BASIN WAS LOCATED IN THE SOUTHEAST PORTION OF THE SITE. IF NOT SLY.AND NOT BE LIMITED TO MIXING OF THE MATERIALS SHALL CONFORM TO SECTION 39. 5 Z � NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, THE PRIME COAT, SPREADING AND COMPACTING EQUIPMENT AND SPREADING UTILIZED FOR THE PROPOSED DEVELOPMENT, IT IS RECOMMENDED THAT THE DELETERIOUS PAD °- INDEMNIFY AND HOLD THE OWNER AND THE ENGINEERS HARMLESS FROM ANY AND COMPACTING MIXTURE SHALL CONFORM TO THE APPLICABLE CHAPTERS MATERIALS AND LOOSE SOLS BE REMOVED FROM THE EXISTING BASIN PRIOR TO BACK- PAD AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF SECTION 39, WITH THE EXCEPTION THAT NO SURFACE COURSE SHALL BE FILLING. THE RESULTING EXCAVATION SHOULD BE BACKFILLED WITH ENGINEERED FILL, 'OF,WORK -ON THIS PROJECT, -DWT-FOR -LIABiIJT-Y-ARISING -FROM THE--Si11L PLACED- SM THE ATMOSPHERIC TEMPERATURE 1S IR -OW -50 - DESS f. COMPACTED TO A MINIMUM OF 9Ol'ERCENT 'OF MAXIMUM DENSITY -BASED ON ASTM iES 1' r NEGLIGENCE OF THE OWNER OR THE ENGINEERS. THE SURFACING SHALL BE ROLLED WITH A COMBINATION STEEL WHEEL AND THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE PNEUMATIC ROLLERS, AS DESCRIBED IN SECTION 39-6. THE SURFACE COURSE METHOD D1557. ENGINEERED FILL 2:1 MAX. Z RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COARSE OF CONSTRUCTION SHALL BE PLACED WiTH AN APPROVED SELF-PROPELLED MECHANICAL� _ SANDY SOL CONDITIONS WERE ENCOUNTERED AT THE SITE. THESE (�HESIONLESS SOIL. OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT SPREADING AND FINISHING MACHINE HAVE A TENDENCY TO CAVE IN TRENCH WALL EXCAVATIONS. SHORING OR SLOPING BA(K THE ON-SITE, NATIVE AND FILL SOILS ARE PREDOMINATELY SILTY SANDS, SANDY SILTS, THIB-REtXJN M€ r 9tAtL'APPLY-COIfMUOUSLY-MD--WT-BE ttMTED- TO- r3:-- FOG SEAL (:E}AT THE FOG SEAL (MIANG TYPE- ASPHALTIC EMULSIEMF} SHALL TRENCH SI WALLS- WAY BE RE(XUIRED' WrM TFIESE SANDY SOLS: AW SAS IINESE SOM WILL- BE SUITABLE TW IRE -=US AS ENGINIEEREV Fltt; VARIES -- NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, CONFORM TO AND BE APPLIED iN ACCORDANCE WITH THE REQUIREMENTS OF PROVIDED THEY ARE CLEANSED OF EXCESSIVE ORGANICS, DEBRIS AND FRAGMENTS 2:1 MAX. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEERS HARMLESS FROM ANY SECTION 37. AFTER COMPLETION OF THE RECOMMENDED SITE PREPARATION, THE SITE SHOULD BE LARGER T14AN 4 INCHES IN DIAMETER. PAD AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE SUITABLE FOR SHALLOW FOOTING SUPPORT. THE PROPOSED STRUCTURE FOOTINGS MAY OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOL BE DESIGNED UTILIZING AN ALLOWABLE BEARING PRESSURE OF 2,000 PSF FOR DEAD- THE PREFERRED MATERIALS SPECIFIED FOR ENGINEERED FILL ARE SUITABLE FOR MOST -NEGLIGENCE -OF THE -0WNER 11R THE-ENGWEER . GENERAL ._N 0_TES PLUS-11VE TOADS. F007INGS SHOULD -HAVE -A _MINIMUM -E 4BE-DMENT OF 12. INCHES. -APPLICATIONS VATH -THE -ECCE IM -OF -EXPOSURE _TO -EROSION. P-&OJ£CT -SIE r, -T Y-P11CAL STT : P SECTION 3. TECHNICAL REQUIREMENTS. ALL COMPACTED MATERIALS SHALL BE DENSIFlED 1. ALL GRADING SHALL CONFORM WITH CHAPTER 33 - CALIFORNIA BUILDING CODE WINTERIZATION AND PROTECTION OF EXPOSED SOLS DURING THE CONSTRUCTION TYPICAL STEP SE � TION @ TO A DENSITY NOT LESS THAN 90 PERCENT RELATIVE COMPACTION BASED ON AND STANDARDS PERTAINING THERETO. ALSO REFER TO SOLS REPORT PHASE SHOULD BE THE SOLE (RESPONSIBILITY OF THE CONTRACTOR, SINCE HE HAS SiDE YARD AND BACKYARD SIDE YARD_ @ R. 0. W. ASTM TEST METHOD D1557, UBC OR CAL -216, AS SPECIFIED IN THE TECHNICAL PREPARED BY KRAZAN AND ASSOCIATES FOR THIS TRACT. COMPLE1E CONTROL OF THE PROJECT SITE AT THAT HIME. _ PORTION OF THE SOIL ENGINEER'S REPORT. THE LOCATION AND FREQUENCY 2. ALL CUT AND/OR FILL SLOPES SHALL NOT BE STEEPER THAN Two (2) GROUNDWATER INFLUENCE ON IMPORTED FILL MATERIALS SHOULD BE PREDOMINATELY NON -EXPANSIVE GRANULAR OP Fl€tD-'DE NStTY- TESTS SRALL BE AS- DEM MINED- Or THE SOitS, 04GINEER. HORIWAL-T0-ONE- (1-}-VERWAI. THE RESULTS OF THESE TESTS AND COMPLIANCE WITH THESE SPECIFICATIONS 3. ALL S THAN 15. IMPORTED FILL SHOULD BE FREE FROM ROCKS AND LUMPS GREATER THAN 4 FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET STRUCTURES f CONSTRUCTION MATERIAL WITH A PLASTICITY LESS THAN 10 AND A UBC EXPANSION INDEX LESS SHAM BE THE BASIS UPON WHICH SATISFACTORY COMPLETION OF WORK WILL HORIZONTALLY OF THE TOP OF EXISTING AND/OR PLANNED SLOPES. BE JUDGED BY iSOILS ENGINEER. 4. ALL FILL AREAS TO BE CLEARED S ALL VEGETATION AND OTHER BASED ON OUR FINDINGS AND HISTORICAL RECORDS, IT IS NOT ANTICIPATED THAT INCHES IN DIAMETER. ALL IMPORTED FILL MATERIAL SHOO) BE SUBMITTED FOR UNSUITABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED GROUNDWATER WILL RISE WITHIN THE ZONE OF STRUCTURAL INFLUENCE OR AFFECT THE APPROVAL TO THE SOLS ENGINEER AT LEAST 48 HOURS PRIOR TO DELIVERY TO THE SITE. 4. SOLS AND FOUNDATION CONDITIONS: THE CONTRACTOR IS PRESUMED TO CONSTRUCTION OF FOUNDATIONS AND PAVEMENTS FOR THE PROJECT. HOWEVER IF -HAVE VISITED THE SITE AND TO -HAVE TAMILIAiR1ZED iHIMSIIf AVII H -EXISTING TO -A DEPTH OF SIX -0) -INCHES. EARTHWORK IS PERFORMED DURING OR SOON AFTER PERIODS OF PRECIPITATION, THE � LII -HSE -PLACED -IN -LIFTS APPROXIMATE.L-Y -6 INCHES 1140K, AM`IURE- , SITE CONDITIONS AND THE CONTENTS OF THE DATA PRESENTED IN THE 5. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED CONDITIONED AS NECESSARY, AND COMPACTED TO ACHIEVE AT LEAST 90 PERCENT OF D D SOLS IMPORT. SUBGRADE SOLS MAY BECOME SATURATED, '°PUMP " OR NOT RESPOND TO DENSIFlCATO� J AND BENCHED TO SUPPORT FILL MAXIMUM DENSITY AS DETERMINED BY ASTM TEST METHOD D1557. ADDITIONAL LIFTS THE CONTRACTOR SHALL MAKE HIS OWN INTERPRETATION OF THE DATA 6. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) DURING DR TYPICAL REMEDIAL MEASURES INCLUDE: DISKING AND AERATING THE SOI. TRACT BOUNDARY CONTAINED IN SAID REPORT, AND THE CONTRACTOR SHALL NOT BE RELIEVED INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE DURING DRY WEATHER; MIXING THE SOLI WITH DRYER MAITRIALS; REMOVING AND �' NOT BE PLACED IF THE PREVIOUS LIFT DID NOT MEET THE REQUIRED DRY � DOOr' OR IF SOIL CONDITIONS ARE NOT STABLE OF ttABltffY-UNDOt-TH1E CWWACTOFt-F0R-ANr-tOSS SUSf AS A- R€SUtT T " ALL WAttS--1D BE RPPROV€D--BY- S€ IMTE PERMIT AWARE MEASURED REPLACING THE SOIL. {iMEN AN PRODUCT. TA=D. FILL IRM 94 UL tXR .MIMING. LED PRIOIL MR T AN -9 OF ANY VARIANCE BETWEEN CONDITIONS INDICATED BY OR DEDUCED FROM FROM THE HIGHEST ADJACENT GRADE. APPROVED LIME {Xt CEMENT PROPUCT. OUR FIM SHOULD � CONSULTED PRIOR TO � � 2' BENCH -- SAID REPORT AND THE ACTUAL CONDITIONS ENCOUNTERED DURING THE & MECHANICAL DEVICE WILL BE INSTALLED PER CONDITIONS OF APPROVAL IMPLEMENTING REMEDIAL MEASURES TO OBSERVE THE UNSTABLE SUBGRADE CONDITIONS 6' WOOD SLAT FENCE PROGRESS OF THE WORK. FOR VTiM 6874 AND PROVIDE APPROPRIATE RECOMMENDATIONS 4 DUST CONTROL: THE WORK INCLUDES DUST CONTROL AS REQUIRED FOR THE 9. ENGINEER/BUILDING OFFICIAL WILL BE NOTIFIED FORTY EIGHT (48) HOURS DRAINAGE AND LANDSCAPING DRIL-L ISI.;AN0 -DRU aSL."D ALLfMATON FIR PREVENTION OF -MY--DUST-NUISANGE-ON - OR- ABOUT THE SHE -PRIOR-TO -PLACING-OF ANYilli #AiEfRIAL OR THE BORROW AREA, OR OFF-SITE IF CAUSED BY THE CONTRACTOR'S 10. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT THE (ROUND SURFACE SHOULD SLOPE AWAY FROM BUILDING PAD AND PAVEMENT AREAS 2:1 MAX, OPERATION EITHER DURING THE PERFORMANCE OF THE EARTHWORK OR MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER CALIFORNIA SITE PREPARATION TOWARD APPROPRIATE DROP INLETS OR OTHER SURFACE DRAINAGE DEVICES. IT IS PAD 0 � 2:1 MAX. RESULTING FROM THE CONDITIONS IN WHICH THE CONTRACTOR LEAVES THE BUILDING CODE SECTION 3305 AND SO CERTIFIED BY TESTS AND REPORTS GENERAL SITE CLEARING SHOULD INCLUDE REMOVAL OF VEGETATION; EXISTING UTILITIES; REC�IEAD£D THAT ADJACENT EXTERIOR GRADES BE SLOPED A MINIMUM OF 2 PERCENT SITE THE CONTRACTOR SHALL ASSUME ALL LIABILITY, INCLUDING COURT COST FROM SOLS ENGINEER. STRUCTURES INCLUDING FOUNDATIONS; BASEMENT WAILS AND FLOORS; EXISTING FOR A "IMUM DISTANCE OF 5 FEET AWAY FROM STRUCTURES. SUBGRADE SOLS IN PAD PAD . OF-6ODEFENDAIN153; -FOR- ALL-"MS--RELATED-10-BUST OR -WINDBLOWN-- l :- ALL SLOPES-11C'EXCESS"THREE (3y FEET Int VERTICAL HEW SHALL BE STOCKPILED SOL; TREES AND ASSOCIATED ROOT SYSTEMS; RULE; RUM; AND AN) PAM3"T" AREAS- SHOULD BE_SCOPED- A MINIM OF T PERCENT AND DRAINAGE MATERIALS ATTRIBUTABLE TO HIS WORK. PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. LOOSE AND OR CAM URATM MATERIALS SITE STf60I1NG SHOULD EXTEND TO A LAW[ 1 GRADIENTS MAINTAINED TO CARRY ALL SURFACE WATER TO COLLECTION FACILITIES AND TYPICAL STEP SECTION @ SITE PREPARATION SITE PREPARATION SHALL CONSIST OF SITE CLEARING AND GRUBBING AND THE PREPARATIONS OF FOUNDATION MATERIALS FOR RECEIVING FILL 1. CLEARING AND GRUBBING. THE CONTRACTOR SHALL ACCEPT THE SITE IN THIS PRESENT CONDITION AND SHALL DEMOLISH AND/OR REMOVE FROM THE AREA OF DESIGNATED PROECV EARIHWORLC. AU-ST41CR RES, BOTH--.. SURFACE AND SUBSURFACE, TREES, BRUSH, ROOTS, DEBI6S, ORGANIC MATTER, AND ALL OTHER MATTER DETERMINED BY THE SOLS ENGINEER TO BE DELETERIOUS. SUCH MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SiT=. TREE ROOT SYSTEMS IN PROPOSED BUILDING AREAS SHOULD BE REMOVED TO A MiNIMUM DEPTH OF THREE (3) FEET AND TO SUCH A EXTENT WHICH WOULD PERMIT REMOVAL OF ALL ROOTS LARGER AND ONE (1) INCH. TREE ROOT REMOVED IN PARKING AREAS MAY BE LIMITED TO THE UPPER 1 1/2 FEET OF THE GROUND SURFACE BACKFILL OR TREE ROOT EXCAVATION SHOULD NOT BE PERMITTED UNTIL ALL EXPOSED SURFACES HAVE BEEN INSPECTED AND THE SOLS ENGINEER IS PRESENT FOR THE PROPER CONTROL OF BACKFULL PLACEMENT AND COMPACTION. BURNING IN AREAS WHICH ARE TO RECEIVE FILL MATERIALS SHALL NOT BE PERMITTED. 2. SUBGRADE PREPARATION: SURFACES TO RECEIVE ENGINEERED FILL SHALL BE PREPARED AS OUTLINED ABOVE, EXCAVATED/SCARIFIED TO A DEPH OF TWELVE (12) INCHES, MOISTURE -CONDITIONED AS NECESSARY, AND COMPACTED TO NINETY RELATIVE COMPACTION * LOOSE SOILPERCENT AREAS; AREAS UNCERTIFIED FILL, AND/OR AREAS OF DISTURBED SOLS SHALL BE MOISTURE -CONDITIONED AS NECESSARY AND RECOMPACTED TO NINETY PERCENT C90%) RELATIVE COMPACTION. ALL RUTS, HUMMOCKS, OR OTHER UNEVEN SURFACE FEATURES SHALL BE REMOVED BY SURFACE GRADING PRIOR TO PLACEMENT OF ANY FILL MATERIALS. ALL AREAS, WHICH ARE TO RECEIVE FILL MATERIALS, SHALL BE APPROVED BY THE SOILS ENGINEER PRIOR TO THE PLACEMENT OF ANY OF THE FILL MATERIAL 3. EXCAVATION: ALL EXCAVATION SHALL BE ACCOMPLISHED TO THE TOLERANCE NORMALLY DEFINED BY THE CIVIL ENGINEER AS SHOWN ON THE PROJECT GRADING PLANS. ALL OVER EXCAVATION BELOW THE GRADES SPECIFIED SHALL BE BACKFILLED AT THE CONTRACTORS EXPENSE AND SHALL BE COMPACTED IN ACCORDANCE WITH THE APPLICABLE TECHNICAL REQUIREMENTS. --... 4 FILL AND BACKFILL MATERIAL NO MATERIAL SHALL BE MOVED OR COMPACTED WITHOUT THE PRESENCE OF THE SOL ENGINEER. MATERIAL FROM THE REQUIRED SITE EXCAVATION MAY BE UTILIZED FOR CONSTRUCTION SITE FILLS PROVIDED PRIOR APPROVAL IS GIVEN BY THE SOLS ENGINEER. ALL MATERIALS UTILIZED FOR CONSTRUCTING SITE FILLS SHALL BE FREE FROM VEGETATION OR OTHER DELETERIOUS MATTER AS DETERMINED BY THE SOILS ENGINEER. 5. PLACEMENT, SPREADING AND COMPACTION: THE PLACEMENT AND SPREADING OF APPROVED FILL MATERIALS AND THE PROCESSING AND COMPACTION OF APPROVED 1`1111 AND NATIVE MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. HOWEVER, COMPACTION OF FILL MATERIALS BY FLOODING, PONDING, OR JETTING SHALL NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED BY LOCAL CODF, AS WELL: AS THE SOLS- ENGINEER. BOTH CUT AND FILL SHALL BE SURFACE COMPACTED TO THE SATISFACTION OF THE SOLS ENGINEER PRIOR TO FINAL ACCEPTANCE. 6. SEASONAL LIMITS: NO FILL MATERIAL SHALL BE PLACED, SPREAD, OR ROLLED WHILE IT IS FROZEN OR THAWING, OR DURING UNFAVORABLE WET WEATHER CONDITIONS. WHEN THE WORK IS INTERRUPTED BY HEAVY RAINS, FILL OPERATIONS SHALL NOT BE RESUMED UNTIL THE SOLS ENGINEER INDICATES THAT THE MOISTURE CONTENT AND DENSITY OF PREVIOUSLY PLACED FILL IS AS SPECIFIED. 7. DEFINITIONS: THE TERM 'PAVEMENT' SHALL INCLUDE ASPHALTIC CONCRETE SURFACING, UNTREATED AGGREGATE BASE, AND AGGREGATE SUBBASE. THE TERW "S UBOPADE" IS' THEPORTRiN OF' THE AREA Of WHiCH SURFACING, EASE, OR SUBBASE IS TO BE PLACED. 8. SCOPE OF WORK: THIS PORTION OF THE WORK SHALL INCLUDE ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT NECESSARY FOR, AND REASONABLY INCIDENTAL TO THE COMPLETION OF THE PAVEMENT SHOWN ON THE PLANS AND WHEREIN SPECIFIED, EXCEPT WORK SPECIFICALLY NOTES AS "WORK NOT INCLUDED! 9. PREPARATION OF THE SUBGRADE THE CONTRACTOR SHALL PREPARE THE SURFACE OF THE VARIOUS SUBGRADES RECEIVING SUBSEQUENT PAVEMENT COURSES TO THE LINES, GRADES, AND DIMENSIONS GIVEN ON THE PLANS. THE UPPER TWELVE (12) INCHES OF THE SOL SUBGRADE BENEATH THE PAVEMENT SECTION SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF NINETY PERCENT (90%). THE FINISHED SUBGRADES SHALL BE TESTED AND APPROVED BY THE SOILS ENGINEER PRIOR TO THE PLACEMENT OF ADDITIONAL PAVEMENT COURSES. Drawing File: FSCRD7158 06/10/2011 11 DIVERTER TERRACES (SWALES) WITH 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. 13. 7BERMS -OR DRAINAGE -t�-ViCES ARE REFIRED AT TOP OF ALL FILL SLOPE$ 14. SURFACE DRAINAGE TO BE ONE (1%) PERCENT MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL 15. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CHAPTER 70 OF THE CALIFORNIA BUILDING CODE. 16. - THE- FACES OF- ALL CUTMD- FILL SLOPES- SHALL BE PLANTED WIN A GROUND COVER INDIGENOUS TO THE AREA. 17. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATION AND CODE WITHIN HIS PURVIEW. 18. ALL MSWCTtON—EQUIPMENT -SHALL BE TUNED AND 1MA1NTAINED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 19. WORK CREWS SHALL SHUT OFF CONSTRUCTION EQUIPMENT WHEN NOT IN USE. 20. ANY WORK WITHIN EXISTING CITY RiGHT OF WAY WILL REQUIRE AN OPEN STREET PERMIT. 21. USA NOTE: USA UNDERGROUND SERVICES ALERT SHALL BE CONTACTED TWO WORKING DAYS PRiOR TO CONSTRUCTION. (1-800-227-2600). 22 AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC VMS DEPARTMENT FOR --ANY 40RKS-PERFORMED -WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERE'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REWIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 23. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A -NOTICE OF INTENT' (NO) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-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) BE PREPARED, CON11NUOSLY CARRIED OUIL A14D ALWAYS_ BE. AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL. CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C377382 HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT: 24. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 25. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY 0 NSTRUCTTON IWSPECTIOK-SECTION SHALL BE -'Gm AT LEAST 2 f HOUR NOTICE THE- SECTION HESECTION MAY BE NOTIFIED AT (661) 326-3049. 26. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REWIRED TESTS -SHALL 13E DETERMINED -3Y 1HE CITY -ENGINEER. 27. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING MD/OR UPGRADING AS PER CITY ENGINEER. CONCLUSIONS AND RECOMMENDATIONS BASED ON THE FINDINGS OF OUR FIELD AND LABORATORY INVESTIGATIONS, ALONG WITH PREVIOUS GEOTECHNICAL EXPERIENCE IN THE PROJECT AREA, THE FOLLOWING IS A SUMMARY OF OUR EVALUATIONS, CONCLUSIONS, AND RECOMMENDATIONS. ADMINISTRATIVE SUMMARY IN- BRIEF, TINE- SUBJECT SITZ: AND- SOIL CONINTOW, WITH_ THE EXC€PTIOR-011= W, LOOSE SURFACE SOLS, FILL MATERIAL AND PREVIOUS DEVELOPMENT APPEAR TO BE CONDUCIVE TO THE DEVELOPMENT OF THE PROJECT. THE SURFACE SOLS ARE DISTURBED, HAVE LOW STRENGTH CHARACTERISTICS, AND ARE HIGHLY COMPRESSIBLE WITH SATURATED. ACCORDINGLY, IT iS RECOMMENDED THAT THE SURFACE SOLS BE RECOMPACTED. THiS COMPACTION EFFORT SHOULD STABILIZE THE SURFACE SOILS AND LOCATE ANY UNSUITABLE OR PLIANT AREAS NOT FOUND DURING OUR FIELD INVESTIGATION. DEPTH OF 2 TO 4 INCHES, OR UNTIL ALL ORGANICS IN EXCESS OF 3 PERCENT BY VOLUME ARE REMOVED. DEEPER STRIPPING MAY BE REQl9RED IN LOCALIZED AREAS. THESE MATERIALS WILL NOT BE SUITABLE FOR USE AS ENGINEERED FILL HOWEVER, STEPPED TOPSOIL MAY BE STOCKPILED AND REUSED iN LANDSCAPE OR NON-STRUCTURAL AREAS UP TO 5 FEET OF FILL MATERIAL WAS ENCOUNTERED WITHIN THE SOUTH PORTION OF TI• E SITE. IN ADDITION, END DUMP PILES OF FiLL SOL AND DEBRIS WERE LOCATED IN THE SOUTH PORTION OF THE SITE. THE FILL MATERIAL PREDOMINATELY CONSISTS OF SILTY SAND, SANDY SILT -AND SAND'SOt WrW MINOR -DEWS CONSISTING OF CONCRETE, ASPHALTIC CONCRETE, AND WOOD PIECES. THE THICKNESS AND EXTENT OF FILL MATERIAL WAS DETERMINED BASED ON LIMITED TEST BORINGS. THICKER FILL MAY BE PRESENT AT THE SiTE. VERIFICATION OF THE EXTENT OF FILL SHOULD BE DETERI INED DURING SITE GRADING. LIMITED TESTING WAS PERFORMED ON THE FILL SOILS DURING THE TIME OF OUR f1EW AND LABORATORY -IMESTIGAMONS. THE LIMITED -TESTING INDICATES THAT THE FILL SOLS HAVE VARYING STRENGTH CHARACTERISTICS RANGING FROM LOOSELY PLACED TO COMPACTED. THEREFORE, IT IS RECOMMENDED THAT THE FlI L SOL BE EXCAVATED AND STOCKPILED SO THAT THE NAIVE SOLS CAN BE PREPARED PROPERLY. THE FILL MATERIAL PREDOMINATELY CONSISTS OF SILTY SAND, SANDY SILT, AND SAND SOLS THE FILL MATERIAL WILL BE SUITABLE FOR REUSE AS ENGINEERED FILL, PROVIDED IT IS CLEANSED OF EXCESSIVE ORGANICS AND DEBRIS. THE DEBRIS CONSISTING OF CONCRETE, ASPHALTIC CONCRETE AND WOOD PIECES SHOULD BE REMOVED FROM THE SIiE. PRiOR TO BACKFILLiNG, KRAZAN & ASSOCIATES, INC. SHOUL ) INSPECT THE BOTTOM OF THE EXCAVATION TO VERIFY NO ADDITIONAL EXCAVATION iS REQUIRED. THE SITE iS PRESENTLY UTILIZED AS AGRICULTURAL LAND. ASSOCIATED WITH THiS DEVELOPMENT ARE BURIED STRUCTURES SUCH AS WATER WELLS AND IRRIGATION LINES BURIED UTILITY LINES ARE LOCATED ALONG THE EDGES OF THE SITE. AN OL WELL IS LOCAT:I} IN THE SOUTH- CENTRAL PORTION -OF THE SITE. DEMWTIOW ACTIVITIES SHOUL Y INCLUDE PROPER REMOVAL OF THESE AND THEIR ASSOCIATED BURIED STRUCTURES. EXCAVATIONS, DEPRESSIONS, OR SOFT AND PLIANT AREAS EXTENDING BELOW PLANNED FINISH SUBGRADE LEVET. SHOULD BE CLEANED TO FIRM UNDISTURBED SOL, AND BACKFlLI_ED WITH ENGINEERED FILL IN GBIERAL, ANY SEPTIC TANKS, DEBRIS PITS, CESSPOOLS, OR SIMILAR STRUCTURES -SHUD BE ENTIRELY REMOVED. WATER AlELLS SHOD) BE ABANDONED IN ACCORDANCE WITH COUNTY STANDARDS. CONCRETE FOOTINGS SHOULD BE REMOVED TO AN EQUIVALENT DEPTH OF AT LEAST 3 FEET BELOW PROPOSED FOOTING ELEVATIONS OR AS RECOMMENDED BY THE SOLS ENGINEER. ANY OTHER BURIED STRUCTURES SHOULD BE REMOVED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS- ENGINEER THE RESULTING EXCAVATUOiS- SHCULII BE BACKFILLED WITH ENGINEERED FILL WATER WELLS AND OL WELLS SHOULD BE ABANDONED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. A DRAINAGE BASIN WAS LOCATED IN THE SOUTHEAST PORTION OF THE SITE, IF NOT UTILIZED FOR THE PROPOSED -DEVELOPMENT, IT iS -RECOMMENDED THAT ALL DELETE RIOU MATERIALS AND LOOSE SOLS BE REMOVED FROM THE EXISTING PONDING BASIN PRIOR 10 BACKFILLING. THE RESULTING EXCAVATION SHOULD BE BACKFILLED WITH ENGINEERED FILL, COMPACTED TO A MINIMUM OF 90 PERCENT OF MAXIMUM DENSITY BASED ON ASR TEST METHOD D1557. FOLLOWING STRIPPING, FILL REMOVAL OPERATIONS AND DEMOLITION ACTIVITIES, ALL DISTURBED AREAS SHOULD BE RECOMPACTED. AT A MINIMUM IT IS RECOMMENDED TWT THE EXPOSED SUBGRADE IN BUILDING PAD, EXTERIOR FLATWORK AND PAVEMENT AREA, BE EXCAVATED/SCARIFIED TO A DEPTH OF AT LEAST 12 INCHES, WORKED UNTIL UNIFO;M AND FREE FROM LARGE CLODS, iM01STURE-`CONDITIONED AS - NECESSARY, -AND RECOMPACTED TO MINIMUM OF 90 PERCENT OF MAXIMUM DENSITY BASED ON ASTM TE! T METHOD D1557. LIMITS OF RECOMPACTION SHOULD EXTEND 5 FEET BEYOND SIRUCTUR AL ELEMENTS. THIS COMPACTION EFFORT SHOULD STABILIZE THE SURFACE SOLS AND LOCATE ANY UNSUITABLE OR PLIANT AREAS NOT FOUND DURING OUR FIELD INVESTGA110 N. THE UPPER SOLS, DURING WET WINTER MONTHS, BECOME VERY MOIST DUE TO THE ABSORPTIVE CHARACTERISTICS OF THE SGML EARTHWORK OPERATIONS PERFORMED DURING WINTER MONTHS MAY ENCOUNTER VERY MOST UNSTABLE SOILS, WHICH MAY REQUIRE REMOVAL TO GRADE A STABLE BUILDING FOUNDATION. PROJECT SITE WINTERIZATION CONSISTING OF PLACEMENT OF AGGREGATE -BASE AND PROTECTING EXPOSED SOILS DURING THE CONSTRUCTION PHASE SHOULD BE PERFORMED. A REPRESENTATIVE OF OUR FIRM SHOULD BE PRESENT DURING ALL SITE CLEARING AN[ GRADING OPERATIONS TO TEST AND OBSERVE EARTHWORK CONSTRUCTION. THIS TESTING-AND--ORSERVA;TIW IS A14 -INTEGRAL PART OF OUR- SERVICE AS ACCEPTANCE 0% EARTHWORK CONSTRUCTION IS DEPENDENT UPON COMPACTION OF THE MATERIAL AND THE STABILITY OF THE MATERIAL THE SOILS ENGINEER MAY REJECT ANY MATERIAL T AT DOES NOT MEET COMPACTION AND STABILITY REQUIREMENTS. FURTHER RECOMMENDATIONS OF THIS REPORT ARE PREDICATED UPON THE ASSUMPTION THAT EARTHWORK -CONSTRUCTION WILL CONFORM TO RECOMMENDATIONS SET FORTH IN THIS SECTION AND THE ENGINEERED FILL SECTION. OFF -SPIE. THESE GRADES SHOULD BE MAINTAINED FOR THE LIFE OF THE PROJECT. UTILITY TRENCH BACKFILL UTILITY TRENCHES SHOULD BE EXCAVATED ACCORDING TO ACCEPTED ENGINEERING PRACTICES FOU -OWING OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) STANDARDS BY A CONTRACTOR EXPERIENCED IN SUCH WORK. THE RESPONSIBILITY FOR THE SAFETY OF OPEN TRENCHES MOULD BE BORNE BY THE CONTRACTOR. TRAFFIC AND VIBRATION ADJACENT TO TRENCH WALLS SHOULD BE MINIMIZED; CYCLIC WETTING AND DYING OF EXCAVATION SIDE SLOPES SHOULD BE AVOIDED. DEPENDING UPON THE DATION AND DEPTH OF SOME UTILITY TRENCHES, GROUNDWATER FLOW INTO OPEN EXCAVATIONS COULD BE EXPERIENCED, ESPECIALLY DURING OR SHORTLY FOLLOWING PERKS D PRECIPITATION. SANDY SOIL CONDITIONS ME ENCOUNTERED AT THE SITE. THESE COHESIONLESS SOLS HAVE A TENDENCY TO CAVE iN TRENCH WALL EXCAVATIONS. SHORING OR SLOPING BACK TRENCH SIDEWALLS MAY BE REQUIRED WITHIN THESE SANDY SOLS. UTILITY TRENCH BACSKFiLL PLACED IN D ADJACENT TO BUILDINGS AND EXTERIOR SLABS SHO" BE COMPACTED TO AT LEAST 90 PERCENT OF MAXIMUM DENSITY BASED ON ASTM TEST METHOD D1557. UTILITY TRENCH BACKFILL PLACED IN PAVEMENT AREAS SHOULD BE COMPACTED TO AT LEAST 90 PERCENT OF MAXIMUM DENSITY BASED ON ASTM TEST METHOD D1557. PiPE BEDDING SHOULD BE IN ACCORDANCE WITH PIPE MANUFACTURER- RECOMMENDATIONS. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL WATER -SENSITIVE SOILS FROM THE TRENCH REGARDLESS OF THE BACKFILL LOCATION AND COMPACTION REQUIREMENTS. THE CONTRACTOR SHOULD USE APPROPRIATE EQUIPMENT AND METHODS TO AVOID DAMAGE TO THE UTILITIES AND/OR STRUCTURES DURING FILL PLACEMENT AND COMPACTION. NOTE: FOR PERMIT PURPOSES ONLY. THE SOL CALCULATIONS ARE BASED ON GRADING LINES AND ELEVATIW SHOWN ON THE DRAWINGS AND ARE FOR PERMIT PURPOSES ONLY. ACTUAL QUANTITIES OF E4RW=K Mu VARY FROM THAT STATED DEPENDING UPON VARYING SOL DENSITIES AND ON THE DEGREE OF SITE 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, SUFEIC ENT N0110E MUST BE GIVEN'TO "THE ENGINEER SO THAT ADJUSTMENTS MAY BE MADE PRIOR TO COMPLETION OF GRADING WORK. Gi TYPICAL STEP SECTION -- - - @ DRILL -ISL -AN -D TR. BND `e: & DRILL ISLAND F F' DOSING PER TRACT 5662 & TRACT 5606 TRACT 7158 1 & v _ EXISTING TRACT 5652 2W m _ iW & TRACT 56,16 6' TYPE 'B" CURB & GUTTER 6` TYPE "B' CURB & GUTTER77bRik WITH 4.' SIDEWALK-EXMG WM 4.5' SIDEWALK E1651ING AUSTIN CREEK AVENUE' .,a REI"JFRO ROAD NATEM, ALL-CONSTRAJCTION -ACTIVITY, INCLUDING STAGING, SHALT. BE-AMTHIN TINE LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT. CONTRACTOR SHALL BE SOLEY LIABLE AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF TF I' BIOLOGICAL CLEARANCE SURVEY. NO STAGING,. GRADIN.G, OR . OTHER. DISTURBANCE S � ALL OCCUR OUTSIDE THE LiWTS. SHOWN - ON THIS PLAN. rsom xx VIML ro 'RECORD DRAVVII•UCa CORRECTIONS B'(: DATE__I,,�-.7c2 SmithTechlk USA INCORPORATED HABERFELDE BUILDING 142417TH STREET BAKERSFIELD, CALIFORNIA 93301 (661) 327-8492 FAX 327-8493 E. No. 35!73 Exp.9-30-i3 \ O?�. CIVIL 4g�F�SIp�� E, W, No. 35473 9/30/17 �4�CV�111 'OF C ALT% TRACTN-0, 7156' GRIDING PLAN /Z9�_? ��- �? ROBERT E. SMITH RCE 354;3 DATE „OB N0. - 15-105 SHEET 2 OF 5 SHEETS 7"--:**: .. :*%-. . }�• ice. •". 9 TR. BNDY CURVE TABLE EX. FL 353.13 NUMBER DELTA ANGLE RADIUS ARC LENGTH TANGENT C1 09°3854" 470.00 79.15 39.67 C2 105057'06" .20.00 36.98 26.52 1W 55.4 2 Q0 C-171) VACANT EXISTING R_1 I R slb6 5 1�515.&5 41 ��h' 55. J 1�. 0 1J �. C� J `t. J ►i- --'7 r- 'I U ;.J `t. `t I J `t. U j J `t. U J J. `t I v I U. 4 5 6 Q 7 8 9 10 11 12 13 V% V% 0, 3t . • .°.° .. 0 Qr: 20-65 .00 VACANT EXISTING TEMP. SUMP CALCS. ssR-1 LR _Q7 s INSTALL TWO 7' REQ. 1.0 AC. FT BOTTDM 3225.26 sf N VACANT 0� WiDE GATES PER PRO V. 1.5 AC. FT. MIS.:: 4268.3'. sf h�� A' �,�h����'� w °� C.O.B. STD. D-13 1' WATER DEPTH TOP 5074.11 sf c S� oQ 6 TRACT -BOUNDARY 1010.09 S 89019'26" EINDARY J EXISTINGTRAff� A R�� g��° ��/�iTs �� TOP OF SUMP EL. 354.00 Q w 87 wr y �� ��� „ 2 ., a5���`_ OTTOM SUMP EL. 352.5C z , OK EXTA L `� LR 6 CO � � D � DINSTALL 10 � 6 � ��',;�� �'-'� � � Q` - FENCE AR' .CHAIN LINK Ln Q % ,� �, OUND SUMP w I o V / '� 2 �''� ^� I� PER C.O.B. STD. D-12 �- s 9 11 z � w 9s �9 PAD PAD Q PAD o PAD c 11 w PAD ��, PAD PAD PAD PAD 65'00 u P C� 57.2 PAD ��pO 4:1 SLOPE � � � �� 0 w PAD C 5 57 8 �2 G 57. GG �jQQ 57.5 -, Q o ,56, 57 5 $ 56. 35 .07 356. 357.358. cA `9 ` CR�� ©G. � l ;707-+10 �: Z sj 5 7 9y3 QRONcRE �$ O cD ��n • d 56• '� ci S> 4 7 s fir-, cv n oo p `no o N `�6 ks rri "i r�i � 57.1 1 � 4 LO cA `� eNDy R ,-c-) h O � EX. Ln Ln ,n c ri "ri ,r> cP o cs` .. R/W � O EX. � o ' er 54.25 C2 R/W 00 �' S 89°19'26" E Cl 470' f_- O 1 N 301 % _- O ��� -�-�� .565 % �� .`�� 190 % --=r-' BOUNDARY N 89°19 26 W 1124.91 p �° .470% 20.654021 SCALE: 11 1)) = 50' NOTE: ALL ELEVATIONS ARE +300' EX. GROUND 57.00 B. - 26 v N 8919 26 W 1124.91 QCT WNVANYFeG X01 EX. C&G 22 23 24 N25 N 89°19'26" W 644.59 z7 240959 2s 29 N 89°19'26" W 48x.41 30 3 op 32 153.390, �.301 % EX. C&G -.p R 4 -.-.�--.� .3x1 % .200 %---�-�- L,xx PAD PAD PAD PAD F' PAD 200%----► x�` 57.9 PAD PAD PAD PAD PAD PAD 56. 57.0 57.3 57.6 20.20 58.4 58.3 58.2 10 0 58.1 58.0 5 7.0 54 33 32 31 30 5 4 SEE SHEET 29 6 Z>- LLJ Y'\�As 1 ...::::.....:::.. ::..: 0 C� J coQ,�OFESS/py� Q � U T E A- 40, 1 60,1 DETAIL B 1. 1 6.0' 71.0' m Tpp I 54 �0 SUMP 0 FIL 54.07 4:1 A' EX. GROUND 57.60 DETAIL A 18.5' 6.0' 6.0' 18.5' 4:1 FL 54.07 1 HIGH WATER 353.50 SUMP BOTTOM 5 49.7' 2.50 EX. GROUND 57.40 A xel� 7-10-17 CITY RECORDS # "RECORD DRfkWM" No. 35473 Exp. 9-30-19 CORfECTKat i j ��t : ' GG�� t! clvll' � DATE .�� QOF CA 4_ 0 TRACT O. '1-5 0---"% S, *f GRADING PLAft, SmithTechA (SSA INCORPORATED HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CALIFORNIA 93301 ROBERT E. SMITH, RCE 354-73 1A1 !L (661) 327-8492 FAX 327-8493 JOB NO. - 15-105 SHEET 3 OF 5 SHEETS 00>_ 0 PAD � Ln !-�; PAD 55.9 U- 56.3 13 35 SCALE: 11 1)) = 50' NOTE: ALL ELEVATIONS ARE +300' EX. GROUND 57.00 B. - 26 v N 8919 26 W 1124.91 QCT WNVANYFeG X01 EX. C&G 22 23 24 N25 N 89°19'26" W 644.59 z7 240959 2s 29 N 89°19'26" W 48x.41 30 3 op 32 153.390, �.301 % EX. C&G -.p R 4 -.-.�--.� .3x1 % .200 %---�-�- L,xx PAD PAD PAD PAD F' PAD 200%----► x�` 57.9 PAD PAD PAD PAD PAD PAD 56. 57.0 57.3 57.6 20.20 58.4 58.3 58.2 10 0 58.1 58.0 5 7.0 54 33 32 31 30 5 4 SEE SHEET 29 6 Z>- LLJ Y'\�As 1 ...::::.....:::.. ::..: 0 C� J coQ,�OFESS/py� Q � U T E A- 40, 1 60,1 DETAIL B 1. 1 6.0' 71.0' m Tpp I 54 �0 SUMP 0 FIL 54.07 4:1 A' EX. GROUND 57.60 DETAIL A 18.5' 6.0' 6.0' 18.5' 4:1 FL 54.07 1 HIGH WATER 353.50 SUMP BOTTOM 5 49.7' 2.50 EX. GROUND 57.40 A xel� 7-10-17 CITY RECORDS # "RECORD DRfkWM" No. 35473 Exp. 9-30-19 CORfECTKat i j ��t : ' GG�� t! clvll' � DATE .�� QOF CA 4_ 0 TRACT O. '1-5 0---"% S, *f GRADING PLAft, SmithTechA (SSA INCORPORATED HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CALIFORNIA 93301 ROBERT E. SMITH, RCE 354-73 1A1 !L (661) 327-8492 FAX 327-8493 JOB NO. - 15-105 SHEET 3 OF 5 SHEETS G Q O C) Ls. Z Ls! cz GENERAL EROSION CONTROL NOTES: 1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL 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 OWN STIE. I NO LAND CLEARING 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 SOIL SEDIMENT FROM LEAVING THE SITE 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 CONTROL_ MEASURES WILL 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 CONNECTING PIPE SHALL EE PROPERLY CAPPED TO PREVENT SEDIMENT FROM ENTERING 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 PROJECT IS COMPLETE. Drawing File: SWPPP7158 12/27/2016 THIS SHEET IS TO BE USED FOR EROSION CONTROL PURPOSES ONLY. THIS SHEET WILL NOT BE USED FOR GRADING PURPOSTS. i 1 11 1 1 ROCKKIIN'GHAM WA 0 STRAW WATTLE DETAIL N.T.S. -R CT Pa. 556tU -IV 2650E HAGEMAN R()AD (CO. ROAD NO. 522) SWPPP BMP LEGEND UCTON Y AND H SE -10 SE -1 r GRADING LIAIIIS KEEP SEDIMENT FROM ENTERING CATCH BASIN FL FL GRAVEL BAG DETAIL N.T.S. ROAD DRY CREEK LANE �p a G� O p �■ Z_ T 3-T 2 1 NORTH SCALE: 1 " 100' EX. SLATTED CHAIN LENGTH FENCE x 7 -EX. BRICK WALLOT SITE SPECIFIC_ NOTES:_ 1. CONSTRUCT WORK EQUIPbIINT STORAGE AREAS AS NEEDED FOR CONSTRUCTION PER THE CALIFORNIA BM' HANDBOOK. 2 PROVIDE STANDARD STOP11 DRAIN INLET PROTECTION PER BMP STANDARD SE -10 OF THE CALIFORN A BMP HANDBOOK. PROVIDE INLET_ PROTECTION FOR EXISTING INLETS AT STAT!" OF CONSTRUCTION. AS PROPOSED INLETS ARE CONSTRUCTED INLET PRCTECTIO N SHALL BE INSTALLED. 3. THE CONSTRUCTION ENTF I NCE IS DESIGNM TO REDUCE SOIL TRACK OFF INTO THE STREET. ONCE THE NTERIOR 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. ,GAY !_. Q ccs NO. 35473 x S Exp. 9 c0-13 CA:. 0 DATE__.____. A"A_ r QgCT'ESSIO4,, w E. No. 357473 x � 9/30/17 1 ' TOTAL ACREAGE TOTAL PROJECT AREA: 9.28 GROSS AC./6 X33 NE- AC. TOTAL LOIS: 21 BUILDABLE LOTS TOTAL NEI DENSITY: 3.08 D.U./NET AC. LEGEN[► 011. WELL WDID # - 5F10 -C377382 0 Lu SmithTechA USA INCORPORATED HABERFELDE BUILDING 142417TH STREET BAKERSFIELD, CALIFORNIA 93301 /nn4\ 7n� nAnn I'A\/ 7fti7 OAn7 ER0L'o.%)1I0N &5Eh`9flfT'1T,r (!ONTROL PLAN Th !A C T No. 71;5t;1' ROBE- T E. SMITH RCE 35z-73 DA -f - . r 1-1 (�l Iri-T i !\f C C`! ir1-7C` sqy\9 `9y 0 HAGEMAN ROAC TFACT 7158 m uj Q') s qy�q in 0 uj �9�p ;Z" CI Q ROSEDALE 1 HIGHWAY DRY CREEK LANE �p a G� O p �■ Z_ T 3-T 2 1 NORTH SCALE: 1 " 100' EX. SLATTED CHAIN LENGTH FENCE x 7 -EX. BRICK WALLOT SITE SPECIFIC_ NOTES:_ 1. CONSTRUCT WORK EQUIPbIINT STORAGE AREAS AS NEEDED FOR CONSTRUCTION PER THE CALIFORNIA BM' HANDBOOK. 2 PROVIDE STANDARD STOP11 DRAIN INLET PROTECTION PER BMP STANDARD SE -10 OF THE CALIFORN A BMP HANDBOOK. PROVIDE INLET_ PROTECTION FOR EXISTING INLETS AT STAT!" OF CONSTRUCTION. AS PROPOSED INLETS ARE CONSTRUCTED INLET PRCTECTIO N SHALL BE INSTALLED. 3. THE CONSTRUCTION ENTF I NCE IS DESIGNM TO REDUCE SOIL TRACK OFF INTO THE STREET. ONCE THE NTERIOR 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. ,GAY !_. Q ccs NO. 35473 x S Exp. 9 c0-13 CA:. 0 DATE__.____. A"A_ r QgCT'ESSIO4,, w E. No. 357473 x � 9/30/17 1 ' TOTAL ACREAGE TOTAL PROJECT AREA: 9.28 GROSS AC./6 X33 NE- AC. TOTAL LOIS: 21 BUILDABLE LOTS TOTAL NEI DENSITY: 3.08 D.U./NET AC. LEGEN[► 011. WELL WDID # - 5F10 -C377382 0 Lu SmithTechA USA INCORPORATED HABERFELDE BUILDING 142417TH STREET BAKERSFIELD, CALIFORNIA 93301 /nn4\ 7n� nAnn I'A\/ 7fti7 OAn7 ER0L'o.%)1I0N &5Eh`9flfT'1T,r (!ONTROL PLAN Th !A C T No. 71;5t;1' ROBE- T E. SMITH RCE 35z-73 DA -f - . r 1-1 (�l Iri-T i !\f C C`! ir1-7C` R l LMR TOTAL ACREAGE TOTAL PROJECT AREA: 21.50 DISTURBED GROSS AC. TOTAL LOTS: 21 BUILDABLE LOTS TOTAL NET DENSITY: 3.08 D.U./NET AC. -/7 o/ .... . O / N m / W / IGRADI LIMITS TRACT BOUNDARY O m EX. W FENCE 75 174 73 -Cir:. -:4• °,r w.' m Q O O Z W Drawing File: DEV FP 12/27/2016 TRACT BOUN Y AUSTIN 2___r 3 4 5 6 � (_7 1-8 _T 9 10 ROCKINGHAM WA Y 11 Fl2 T-13 -.- : . 0 K 46 . JAAAP ' G . 44 MBHCP STATEMENT ALL "UNDEVELOPED LANDS" THAT WILL BE USED TO GRUBBED, ALTERED, DRIVEN -OVER, OR USED TO DEVELOP THE IMPROVEMENS ON THIS GRADING PLAN TO USE AND/OR DEVELOP THE PROPOSAL DEPICTED IN THIS GRADING PLAN, IS SHOWN WITHIN THE DELINEATED DASH -DOT -DOT BOUNDARY LINE. (NOTE: REFER TO PAGES 3-5, AND 25 OF THE AUGUST 2014 CALIFORNIA INCIDENTAL TAKE PERMIT (ITP) ISSUED TO THE CITY OF BAKERSFIELD AND THE COUNTY OF KERN.) HCP STATEMENT "UNDEVELOPED LANDS" NOT SHOWN ON THIS GRADING PLAN - WILL ALTERED, DRIVEN -OVER, OR USED TO DEVELOP THE IMPROVEMENS ON THIS GRADING PLAN TO USE AND/OR DEVELOP THE PROPOSAL PROPOSED. DEVELOPMENT FOOTPRINT � TOTAL:21.50 ACRES � 7 Os -p � r� NOR PARK � N.O.P. \ GRADINGIUMITS AVENUE 35 f 34 ]_33__7 32 26501 HAGEl�AN ROAD (CO: ROAD NO. 522) / 6 / 5 4 3 2 TRACT"BOUNDARY 31 I 30 � I� 6 � 5 �� I 3� 7 0 a 0 LEGEND ♦ OIL WELL NORTH SCALE: I" = 100' E. .F T "RECCAD DFAWW No. W73 CORRECT04S BY: Exp. 9 -GO -19 r s�Q DATE__/,./ �qT CIV11- OFCA 41tpFESSIO�r� REINA ROAD wo w No. 35473 m a 9/30/17 r" s q�9 maq� CMA, 4�~� OF CALL�� �\ z 3T 7158 0 o Q sq w of q1��9 z O ROSEDALE I HIGHWAY I CITY RECORDS # PERMIT # — B16-40000057 j DRY �:� i R.A.C. .. a . C6 .. �� �� ... CREEK LANE lXX 44Yw h �47• 0 a 0 LEGEND ♦ OIL WELL NORTH SCALE: I" = 100' E. .F T "RECCAD DFAWW No. W73 CORRECT04S BY: Exp. 9 -GO -19 r s�Q DATE__/,./ �qT CIV11- OFCA 41tpFESSIO�r� REINA ROAD wo w No. 35473 m a 9/30/17 r" s q�9 maq� CMA, 4�~� OF CALL�� �\ z 3T 7158 0 o Q sq w of q1��9 z O ROSEDALE I HIGHWAY I CITY RECORDS # PERMIT # — B16-40000057 j