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HomeMy WebLinkAbout1.7-7317 Ph 2, 4 & 5OWNER: WOODSIDE 06N, LP NAME 9 RIVER PARK PLACE EAST, SUITE 430 ADDRESS FRESNO, CA. 93720 CITY, STATE, ZIP (559) 437-9000 PHONE # GEOTECHNICAL ENGINEER: SOILS ENGINEERING, INC. COMPANY NAME TONY M. FRANGIE, P.E. NO. 39549 ENGINEERS NAME & LICENSE # 4400 YEAGER ADDRESS BAKERSFIELD, CA. 93313 CITY, STATE, ZIP (661) 831-5100 PHONE # GRADING CONTRACTOR: COMPANY NAME CONTRACTORS NAME ADDRESS CITY, STATE, ZIP PHONE # BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF PADDINGTON STREET AND STOCKDALE RANCH DRIVE. ELEVATION = 350.57 (CITY DATUM) PER TRACT 7240-2 BENCHMARK SET: SET NAIL ON TOP OF CURB AT EAST SIDE OF THE SOUTHEAST CURB RETURN AT THE INTERSECTION OF STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE. ELEVATION = 356.49 (CITY DATUM) BASIS OF BEARINGS: THE BEARING OF NORTH 89'27'57" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER PARCEL MAP 12062-1 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. LEGAL DESCRIPTION: PARCELS 1 AND 2 OF PARCEL MAP 12232 AS PER MAP RECORDED OCTOBER 3, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGE 192 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A DIVISION OF A PORTION OF THE WEST HALF OF SECTION 3, TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. p.eo- Wo. 1.5 VICINITY MAP NO SCALE (PHASES 214 & 5) BAKERSFIELD, CALIFORNIA SHEET No. INDEX OO TITLE SHEET OO PHASING LIMITS MAP(S) 30 GENERAL NOTES SOILS REPORT DRAINAGE BASIN DETAILS ® GRADING PLAN PHASE 2—SOUTH HALF 5O GRADING PLAN PHASE 2—NORTH HALF © GRADING PLAN PHASE 4 O GRADING PLAN PHASE 5 PROJECT TOTALS (PHASES 2. 4 AND 5.) (SEE SHEET 2 FOR INDIVIDUAL PHASE QUANTITIES AND AREAS) DISTURBED AREA (CONSTRUCTION LIMITS) 40.09 GROSS ACRES HCP FEE (PREVIOUSLY PAID) 4.42 GROSS ACRES HCP FEES AREA (DUE PER THESE PLANS) 35.67 GROSS ACRES BUILDABLE LOTS 163 The GRADING PLAN as shown on this drawing is hersby approved, subject to any indicated corrections or add,tio.is. Approval by the Public Works Department and Building Depa Irnent indicates approval only as to design Cnteriri used ar,d ccrrfcr:;;ance to City S`andards, Codas and ordinances. En J -neer to he subdivider or develooer shall be responsible for a`r•,. ,i,.y Of Cci'CUIatrCns for this plan ind shall submit a certified "as -gra 'e.J' plan attr,r Completion of the gracrlg. APPROVED BY: e ,r Inert AUBuildin C.`t l>artrner;t I: <.le RECEIVEID U LL 0- P 0 w�m N W W W �ZLLi¢` Wm=Z�u=¢►=o FOm Up�comV LU wx0w=wcoU3LL UTI X: U g0a, zU ZO 9US0 pwQn Z �w ~ZpcLrnL' F3x- p~ W ¢z&0w 05�LL3oz�m0 ZZYaWz m�0 O-ptj pa.pz01f W w�wpL)0) z WQ�1�eWF'-000 � OZWo09°w° L=03:<WzoQ D Z O 4a m a F_ 0> zXOwC)LL, 0 =U-Ua FoWWW froz< FazCLxW>Q<m UWOUW�Zw<0w! LL z- m a Z Z Cl) V i F W g LLI LL I (L2vwi>¢LL UwW 0 I Cf) w=3 !�r-0Uzow r 0��UJL3 1 �Ow0 a - F Z_pxCLIJxjt—Wx�wW I Z O 2> U J 0 w �wO0w Wd)J9m W 0 LL z Cn m ¢ ¢ W O W w U p> m = x D O x 0 W Zwwdwz�Z 0 F-HOF-UOa'Q� APP 16 w 3 o W 0 U 0 w w J w �S0_J 0 R, F=a w0 ¢gw �Q J x a nJ a N STOCKDALE HIGHWAY IAJ Z m a O w U 0 NOTE: TRACT a MoQ�o5W IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE 7240 Fi o w F_ Z J w ELIMINATION SYSTEM NPDES , A "NOTICE OF INTENT" (NOT TO COMPLY WITH THE TERMS OF THE w � F v LL o w z L � } z w t„ o w z (SWRCB ORDER NO. 2009-009-DWC AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER Ld m o z (n - a z z m 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN 0 of J W Q w F J SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE LLJ < w o 0 ¢ U PROJECT SITE NORTH HALF OF U w a a � � N PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION SECTION 3 a z NORTH HALF OF T.30S., R.26E. w z o w z z o 0 5F15C383086 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. �xI�1Y a o o w SECTION 4 (/) zinoW0� z T.30S., R.26E. KERN COUNTY WATER AGENCY AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS ¢ }- vi w o v N LJ DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. VICINITY MAP NO SCALE (PHASES 214 & 5) BAKERSFIELD, CALIFORNIA SHEET No. INDEX OO TITLE SHEET OO PHASING LIMITS MAP(S) 30 GENERAL NOTES SOILS REPORT DRAINAGE BASIN DETAILS ® GRADING PLAN PHASE 2—SOUTH HALF 5O GRADING PLAN PHASE 2—NORTH HALF © GRADING PLAN PHASE 4 O GRADING PLAN PHASE 5 PROJECT TOTALS (PHASES 2. 4 AND 5.) (SEE SHEET 2 FOR INDIVIDUAL PHASE QUANTITIES AND AREAS) DISTURBED AREA (CONSTRUCTION LIMITS) 40.09 GROSS ACRES HCP FEE (PREVIOUSLY PAID) 4.42 GROSS ACRES HCP FEES AREA (DUE PER THESE PLANS) 35.67 GROSS ACRES BUILDABLE LOTS 163 The GRADING PLAN as shown on this drawing is hersby approved, subject to any indicated corrections or add,tio.is. Approval by the Public Works Department and Building Depa Irnent indicates approval only as to design Cnteriri used ar,d ccrrfcr:;;ance to City S`andards, Codas and ordinances. En J -neer to he subdivider or develooer shall be responsible for a`r•,. ,i,.y Of Cci'CUIatrCns for this plan ind shall submit a certified "as -gra 'e.J' plan attr,r Completion of the gracrlg. APPROVED BY: e ,r Inert AUBuildin C.`t l>artrner;t I: <.le RECEIVEID U LL 0- P 0 w�m N W W W �ZLLi¢` Wm=Z�u=¢►=o FOm Up�comV LU wx0w=wcoU3LL UTI X: U g0a, zU ZO 9US0 pwQn Z �w ~ZpcLrnL' F3x- p~ W ¢z&0w 05�LL3oz�m0 ZZYaWz m�0 O-ptj pa.pz01f W w�wpL)0) z WQ�1�eWF'-000 � OZWo09°w° L=03:<WzoQ D Z O 4a m a F_ 0> zXOwC)LL, 0 =U-Ua FoWWW froz< FazCLxW>Q<m UWOUW�Zw<0w! LL z- m a Z Z Cl) V i F W g LLI LL I (L2vwi>¢LL UwW 0 I Cf) w=3 !�r-0Uzow r 0��UJL3 1 �Ow0 a - F Z_pxCLIJxjt—Wx�wW I Z O 2> U J 0 w �wO0w Wd)J9m W 0 LL z Cn m ¢ ¢ W O W w U p> m = x D O x 0 W Zwwdwz�Z 0 F-HOF-UOa'Q� APP 16 w 3 o w U 0 w w J w �S0_J CI'T tJF u.n r ., tirtf:Lf� }- F U w z= w Pill, �ta:r -. g �:z z En w w>--Owwzz z o 0 Z m a O w U 0 NOTE: MoQ�o5W IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ILL Fi o w F_ Z J w ELIMINATION SYSTEM NPDES , A "NOTICE OF INTENT" (NOT TO COMPLY WITH THE TERMS OF THE w � F v LL o w z GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY Z } z w t„ o w z (SWRCB ORDER NO. 2009-009-DWC AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER Ld m o z (n - a z z m 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN 0 of J W Q w F J SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE LLJ < w o 0 ¢ U GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE U w a a � � N PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION I— a z DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER Q w z o w z z o 0 5F15C383086 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. �xI�1Y a o o w (/) zinoW0� z NOTE: oOWI-z< m AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS ¢ }- vi w o v N LJ DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. m 0 w V) -wW m UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S w w a 5 o " --Jo ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED L o w � Q ~ SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. W vi www o � o 0 0wZ< NOTE: z z <C J aogwMQ a THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE Z v' zzw M w o DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 27.. C� z o Q o w � NOTE: �oYCL Q CLom°° F M o w d a o (nom—�zo< BLOCK WALLS SHALL BE DONE UNDER A SEPARATE PERMIT, NOT PART OF THESE PLANS. L`' L L - J o P w w �000m(nmO - - - - - STOCKDALE HIGHWA - - - - / FREEWAY INTERCHANGE / 30 31 61 60 59 / 29 <1 58 28 Q \ 32 62 / 2456 57 56 2 Q 63 0 26 27 z ov 33 65 64 5 55 \ 23 STREET DONOSTIA 22 21 20 0 50 51 52 53 54 9 10 19 PHASE 4 17 16 66 67 ➢ 49 Q 11 12 45 44 v 46 8 13 4714 15 72 71 70 69 68 z 48 43 �- 7 RfN QP 1tRlq 25 24 6 5 4 DRIVE 42 / 41 26 23 3 2 1 73 Q 37 38 39 40 22 21 Q ,�, 32 33 34 35 36 / 27 18 � PHASE 224 23 22 20 1c Z w 28 �SIv7T TEMP SUMP 16 74(/)¢ 31 30 29 28 27 26 21 29 3031 /SUMP 40 39 PHASE 5 32 33� LRA COURT 20 38 37 z ,,14 15 16 17 18 19 36 35 Q 75 76 77 78 79 80 Z 14 15 Z ti \ m 10 8 34 c� / c� v WATER WELL m I 13 12 m 12 11 9 42 \ 11 10 9 8 82 81 13 �. 43 7 45 46 Q BROOK COURT �— i 2 TEMP SUMP 4 5 FUTURE / ? ®� _ 3 4 5 6 7 83 84 1 2 3 PHASE 6 `_`_�_ '- RANCH - ------ e-i=-� FUTURErI� m �? I -_; PHASE 3 Ij� i I { FUTURE PHASE 1 KEY MAP SCALE: 1'=200' _ — I O q_� Z C-4 �. I Qw F -Of I -- � 1 \ Q — - -I < --ow N r W M L --Q -N- SS UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1$64-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG INDIVIDUAL PHASING LIMITS BIOLOGICAL CLEARANCE SURVEY NOTE ALL CONSTRUCTION ACTIVITY, INCLUDING STAGING, SHALL BE WITHIN THE INDIVIDUAL PHASING LIMITS SHOWN ON SHEET 2. CONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR EACH INDIVIDUAL PHASING LIMITS. CONTRACTOR SHALL BE SOLELY LIABLE AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF THE BIOLOGICAL CLEARANCE SURVEY. NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE THE INDIVIDUAL PHASING LIMITS AS SHOWN ON SHEET 2. d M C0 cc Q0 F Ua E �- W U S '0 cD 0 ad N Ci) to N 2r Y Z Bo Q U)N Z .. UJI W N Lr.1J�' 0 0 N CL ER * b W _ U O�y cc '4✓ w Z CN"'* < co1 do Art W W < -rz a. U) w ® J 1 %or JON V4.J i a W 0 C L .Ln ro 00 0 w w N I PHASE 2 GRADING PERMIT N0. DATE ISSUED: Z 18-40000006 rn I N 0 PHASE 4 GRADING PERMIT N0. 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C TYPICAL SECTION �NOT TO SCALE w1L zl DISTANCE MAY BE REDUCED TO o 1' IF "H" IS LESS THAN ONE FOOT VERTICAL �2 FINISHED PAD FINISHED PAD y TYPICAL SECTION = NOT TO SCALE 00 U aaLL c�o we vzwi w Ly: 'Zo J W aLLJ y f Q J � o H ri =¢z�=zwLr Uv)O>c rnw Fpowi - W2OWWco zHU~Ou W Ed O Z- 0 Z U C tCa00w 0 aMQ F—F U CC z Q W O Q 2 :' OU < zz�aWz'-° gags woos CnZ �j 2'U�L W w l > 0_ Z (Q0= o0 2� W LL F'zZ WDC oo�¢�wW° Z O C" z o w W¢ F '6 .0s a. ow LL oaZa�W�� U=oUW►=--Qw< c W¢ W w U W p C wW.¢1¢-UVG O-0'o�a z��owU a- 0 0 w 3-3 z ¢ Z O S 53 W S §Z1 =>0 J g W o� W¢ L O[CFItW->co- w¢O,�zcc >>Wm co �-?oc Q W OW W U Z C w -j0 �� �c 2 S S2 z S O i H H02i-00C �-T 1-L--T--L--��-L--I-- --Z- TTV,"- 1 Ilu 2:1 o 2:1 I ��-2:1 I I w Icn i w IS >> r z 11 0 < I I 1�o a It (I w i a r " '' ``I < li I II j a I� 1 Q J co -- -- --- --� - --� - - GRADE-- - BREAK PARKWAY SLOPE SIDEWALK CURB & GUTTERS Q� STREET CENTERLINE — — TYP LOT - ROUGH GRADING NOT TO SCALE I* I SWALE H.P- 4 ui 2 5 SB �- o 1 I II I I C 'I � FUTURE 14 o 1 AREA TRACT 7317 ; DRAIN C I I- PHASE 5 1 I N I I W SWALE 1 = H. P. a Z SEE DETAIL C � a J � �= I I 0 _4z--- I i� C �6j1 y z -w AREA j ----____—_—_—_— --_ -------- 1---- _ 1 DRAIN ' I I _ ai W O W U 0 > I W -- _ --------------- —}--� + TEMPORARY SWALE LL (n H P. 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C TYPICAL SECTION �NOT TO SCALE w1L zl DISTANCE MAY BE REDUCED TO o 1' IF "H" IS LESS THAN ONE FOOT VERTICAL �2 FINISHED PAD FINISHED PAD y TYPICAL SECTION = NOT TO SCALE 00 U aaLL c�o we vzwi w Ly: 'Zo J W aLLJ y f Q J � o H ri =¢z�=zwLr Uv)O>c rnw Fpowi - W2OWWco zHU~Ou W Ed O Z- 0 Z U C tCa00w 0 aMQ F—F U CC z Q W O Q 2 :' OU < zz�aWz'-° gags woos CnZ �j 2'U�L W w l > 0_ Z (Q0= o0 2� W LL F'zZ WDC oo�¢�wW° Z O C" z o w W¢ F '6 .0s a. ow LL oaZa�W�� U=oUW►=--Qw< c W¢ W w U W p C wW.¢1¢-UVG O-0'o�a z��owU a- 0 0 w 3-3 z ¢ Z O S 53 W S §Z1 =>0 J g W o� W¢ L O[CFItW->co- w¢O,�zcc >>Wm co �-?oc Q W OW W U Z C w -j0 �� �c 2 S S2 z S O i H H02i-00C �-T 1-L--T--L--��-L--I-- --Z- TTV,"- 1 Ilu 2:1 o 2:1 I ��-2:1 I I w Icn i w IS >> r z 11 0 < I I 1�o a It (I w i a r " '' ``I < li I II j a I� 1 Q J co -- -- --- --� - --� - - GRADE-- - BREAK PARKWAY SLOPE SIDEWALK CURB & GUTTERS Q� STREET CENTERLINE — — TYP LOT - ROUGH GRADING NOT TO SCALE ' 10'� I 2:1 I � � I \-SEE DETAIL(L m --�- -- -- 4REA DRAIN I HIGH PT i SNALE H.P. 1_- 2 5' SE 0o 2% MIN 2% MIN ✓✓ I AREA -w DRAIN Jam_ C t �) o� S NALE W f H. P. F - z i Z w J 1 O U I AREA '1_w I /-DRAIN I I O c� 2% MIN 2% MIN i 1 SWALE .J - ' f: I I I i I ' II I 1II PAPKWAY SLOPE rIIDEWALK 11 - Ic I --MIN. 3"0 RIGID (PVC) =' ' SIv GOTH WALL PIPE (SLOPE @ 0.50% MIN) s b I - ' �' m CURB & GUTTER NOTE: SWALES TO BE GRADED BY DATE STREET CENTERLINE — BUILDING CONTRACTOR AT THE PA JOB No TIME OF HOUSE C2,5TRUCTION. TYP LOT FINISH GRADIN SHEET CD M Lo C3 C> 5: 9 N -v co Vi N X uJ LL � � N W M Z a)o .� ti Z cN W _ V_ N co C3 w CD N T_ \ I* I SWALE H.P- 4 ui 2 5 SB �- o 0 0 � o J AREA DRAIN C I I- 0 � 11 � w SWALE 1 = H. P. Z w J � �= I I 0 z z -w AREA j WW DRAIN ' I I ai W O p U 0 > I W n L �w SWALE LL CL H P. I- ' 10'� I 2:1 I � � I \-SEE DETAIL(L m --�- -- -- 4REA DRAIN I HIGH PT i SNALE H.P. 1_- 2 5' SE 0o 2% MIN 2% MIN ✓✓ I AREA -w DRAIN Jam_ C t �) o� S NALE W f H. P. 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TYP LOT FINISH GRADIN SHEET CD M Lo C3 C> 5: 9 N -v co Vi N X uJ LL � � N W M Z a)o .� ti Z cN W _ V_ N co C3 w CD N T_ \ ui N 0 a � o \� W W LU 5 z z mm r WW ai W p U > W n L w LL CL 0 a _ G i NOT TO SCALE - 4/04/2018 3012 ly9. 1 COB RECORDS No. CF 7 SHEETS z 0 _ G i NOT TO SCALE - 4/04/2018 3012 ly9. 1 COB RECORDS No. CF 7 SHEETS LEGEND - yo�� DESIGN ELEVATION NOTE: A 10' WIDE TEMPORARY EASEMENT FOR FUTURE WALL CONSTRUCTION SHALL BE DEDICATED ON FINAL MAP (PER 0.20% CONDITIONS OF APPROVAL NO. 4.5 \ FLOWLINE GRADEo, ) \ — — LIMITS OF PAD PREPARATION ''?�S— r 4 _ _ _ _o \ Qp® STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN STORM DRAIN MAIN EXISTING GROUND CONTOUR - - PROPOSED RIGHT-OF-WAY tt tt \ Pio C EXISTING ELEVATION 4 1 1 60 \ \ I ABBREVIATIONS TABLE \ \ �i .o , y FG= FINISHED GROUNDFG FL= FLOWLINE tit 61 59 \ HP= HIGH POINT GB= GRADE BREAK EVC= END VERTICAL CURVE BVC= BEGIN VERTICAL CURVE POVC= POINT ON VERTICAL CURVE PIVC= POINT OF INTERSECTION VERTICAL CURVE NG= NATURAL GROUNDtiger �,{ , EP= EDGE OF PAVEMENT G30��� ,----_ 5 F� i m 'o' ° Z�� O� O \ \ TOE= TOE OF SLOPE , I �„ tiA 3 .i 58 \\ \ TOP= TOP OF SLOPEN3`� c \ S2. 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GRADE 0 2:1 zzoaaZZo�a vJ L LL FINISHED PAD Lu z w 0 2 W o W W �>OUZS�fY Q¢�wZ0�=o�gZCO N 0Zw-o0m W WLL_Z- - `---------------- 0 0 W 3 W W Z o Q �_ o STOCKDALE RANCH DRIVE Z aw0�w=caio�rr CO N A (EXISTING PER TRACT 7317—A PLANS) Z o W W W 0 w o Z t w owzssow0¢LL -azd�-W>o�nc ^' NOT TO SCALE c¢i=0w�zw<0 v CV to O LL� zm��Oz U)C-0 ; .L O Uzowt-Wwzzz= O Z R % W s¢¢ 0 w w � o 0 � x Z ¢ n ^ �� 0LL��w� ILL o <- 00 CL . `` 1 �—WALL FOOTING EASEMENT �' _ L ~ a Qz > —' 0 F - 21' c90=9DW¢�O© I BY SEPARATE INSTRUMEIJT z o x c� cn w= � w I 3:ZF-=>0Ja'LL 400 18" VARIES 2' 6' WIDE 2' VARIES 1' 1 9<u3: w ¢ z MIN MEANDERING i w Q o o w z m d m SIDEWALK MAXi co ca 0) 0 z � ? z m W W O w Z w} U _2% MAX m=oaP6ow¢� pI 1 2%j/ MAX \/ L _ PARKWAY DETAIL �+ NOT TO SCALE g�'� 'c6' OFG 52� R/W C R, /W I' \.o , 9 Fc 1 I i 1 1 mac\ `'.c� w G 57 `;lIle - -� \ II I 1 F _ 3' LANDSCAPE 35' 35' �3' LANDSCAPE `r `�\ \\\ , i0 Ii I 1 C �LAR� 1 LOT 10' 25' 25' � -10 3 LOT \� i I 0.359 F t 1 r 18' 1 1 °\ o z FUTURE ,, ,, 11 „�, c 63 I Z 5 , $' a 5 M 5�� 1, I 1 1 I I I I 4 ► 64 I 0 t0 N 6 `. ` \'c ' -1 10' WIDE MEDIAN o TRACT 7317 5ti� i I I I 1 1 11 , N 1 O �� G o `` a FG 1 1 , i 1 Q 11 , 1 1 5 1 U' C 9� T S 20' 20' PHASE 4 65 - � -1 i i i i i i i i i i S?� 1 ° 4' �p t3� - �`Z ` c 2' 'i II �N,pX 2' FINISHED PAD �� 2' TYP. 2' TYP. W FINISHED PAD 2% � 1 w t I `. tea' H ILL O N LL LU LU w = �`) a z_ 0 W J W m W .� -- W � ® co LL a 1 3.4% *.5�- i' *1 55' « O -SEE r 6, 5'- __r kh-_ -0'FG �� _ cC\`S�'/S—yI i T1II 111i Ii1 I1i IIIQ'�/ jI _IIiI -hIi �( �Lio�� G — -- -a FcSi_\9 yI ��•F G - _-�, S �r0_.9 ..oS -S _ _ cn. - S3-4%`-Bh°pO ��° , 1 /1p • �� 1O S ' ��roo� PROPOSED BLOCK WALL PROPOSED BLOCK WALL (BY SEPARATE PLANS) (BY SEPARATE PLANS) TYFE "B" CURB & GUTTER 6 ?9 GRALINE up9 -_ _-a- - CONSTRUCT MIN. 0.20' A.C. PAVING OVER W,/ 4.E' WIDE SIDEWALK � i , J _ r` *SEE C.O.B. STD. DWG. ST 11 PHASE 4 �� - S¢ _ _ �( \ MIN. 0.40 CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. "' a _> cap 0% -- - - 1 AND 6"GMIN. TO o �,r U �+- OR SLOPE PARAMETERS - _-yI - sr 0.2 o Cr.cr- / 3S COMPACTED TO 95% MAX. DENSITY o 0 LL __ I 1---1 +---i PHASE 2 srg S - - - - ,�� st -- --_ -- W =__ -- y - 8 — 1 - __�_ I - , , 9 9 � � - -_ � \ � / 1 �Z, `3�> 11=4.5 R=50 90% MAX. CENSITY. p, � ----- --------��---� 98� 0th A �-0-- _ — — — ��.� _ - — S ti _ 1 LTJ 1 a 20� _ _ _ h 1 FOR GRADING PURPOSES ONLY o ----- _ ------ h� ONOSTiA _ - - _ SS — — .9S o _ F8 9 1 1 70' RIGHT—OF—WAY ) ��s/0 T —� — — -0— — t A. — — �'� TYPICAL LOCAL STREET SECTION �---------------s - -r p{e� - - oo p°F\,0 30% � S 1. 1� , Q� 1 �ry - S 3 1 � moo"` - ___ --___---------- 1 °, o, , v- NOT TO SCALE _� -- I . - -- LTJ __--- 1 �� s2o 52 53 1 1 L� -- _ 1 --- ---- - I- - �I r _ - _ - cn' I FC 51 Q 1 1 ism R/W C/L R/W --- ------ - - - �� n \,� 30,--30' 06 1 F 1 50 I �h�� 10 20' 20' 1C' :j 'r N 1LL � 49 A O O 1 1 FINISHED PAD 2�1 1 �Py FINISHED PAD 1 ¢ I �4X Zg MlN 1 q MSN 1 r i j a 67 I 1 1 �� `'FFG ------_-___= 1 4 AX2 2� 2' TYP. 2' TYP. �-X ZNIt ui Q C 1 1 1 1 g`l• V 8 * SEE C.O.B. STD. DWG. ST -11 ~ r ,h� , 4 �S '°6' 1 FOR SLOPE PARAMETERS ��GRADE LINE `3„ TYPE "B" CURB &GUTTER 1p N/ 4.5' WIDE SIDEWALK CONSTRUCT MIN. 0.20' A.C. PAVING OVER U MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACT UNDER CURB, GUTTER L J_�ll eh SSS 44 I 1 COMPACTED TO 95% MAX. DENSITY AN7 SIDEWALK (TYP.) 6" MIN. TO ='SASEC�4-�`�' ' G' 1 1 / TI=4.5 R=50 907. MAX. DENSITY. -PHASE 2- - - - -_ _ _ -- — yo�l 60'1 1 I 45 , I _..I (FOR GRADING PURPOSES ONLY) AS FG 1 110, 20 20'0 10 1 1 5 46 OG I 1 \ STREET SECTION WITH 4.50' WIDE COMBINATION SIDEWALK 0 G c c 1► o, �1 o h q.7 I 60 RIGHT—OF—WAY N �� _ _ �-(D z 4 5-A 0 1 , I 1 TYPICAL LOC STREET SECTION �' I 1 \ 1 1 I 48 Sl. // - \\ I 1 �.+ NOT TO SCALE 1 'q, CN 72 68 1' _ F� p o \ ' 43 a 7o IN r 4� a C 1 1 1 F cr_ �° / I R/W-i/- R W ' �Kkj S r�+ r 1 1 m t 1 1 h��G 8 h �. I 1 30' - 30' � I vy G �,`� 1 1 W �So"�9�s ��H,o 1 � F m 10' 20' � -Zo' 10' cj� � V! �, _. - -_ - _ F O p• h° G 1 9 ! 96, �+� • I 1 5' S 5 1 FINISHED PAD MA FINISHED PAD FG ` N SS C I q� 2 -_-----moi NOR=48.03 --- ----- ----- / t 4 0 '2 - --- -- �° 1 I f 2� -I 2' TYP. GRADE�LINE� *, 2' TYP. jv Yr Fl -47'86 U� p `l = i �Q Inc`' , -- �9 6, _ �� 4,° 5�- 2 -.. --I- 5' WIDE SIDEWALK =�^ _ 5' WIDE SIDEWALK - 0.29% o '2 i sig '2 `� Y I �. _ 6" TYPE "B" CURB &GUTTER 6" TYPE "B" CURB &GUTTER _ - -_-- - - S 9� _ S? <' 4 1 * SEE C.O.B. STD. DWG. ST -11 F\,0. N _ _ • — RENTERIA �' _ _ o_ - —_ _ R_ — — 4'`2� S, 6 �� O I I FOR SLOPE PARAMETERS CONSTRUCT MIN. 0.20' A.C. PAVING OVER -COMPACT UNDER CURB, GUTTER �� N — — ��- — — — — — �— _ — — — _ —� — N — — — — X68 - _ - - _ _ _ — _ / MIN. 0.40 CRUSHED AGGREGATE BASE OVER MIN, 1.00' NAT. GRD. AN) SIDEWALK (TYP.) 6" MIN. TO - _ ��, COMPACTED TO 95% MAX. DENSITY 90% MAX. DENSITY. 030 ° - - _ I 11=4.5 R=50 -- +p— Fo I 4 (FOR GRADING PURPOSES ONLY) - - — G I 10' STREET SECTION WITH 5.00 WIDE DETACHED SIDEWALK N — __ F 41 1 0 FGI �,p�, �1 ------ ----- ---- CO FG 40 60' RIGHT—OF—WAY F� v N 39 I I NOTE: A 10' WIDE TEMPORARY EASEMENT n C n I �` O h I FOR FUTURE WALL CONSTRUCTION SHALL TYPICAL LOCAL STREET SECTION 4 C i 1 1 I , I c o��' ��' FG 38 1 I BE DEDICATED ON FINAL MAP (PER �.+ NOT To SCALE °0 'i 73 5 J 1 1 37 0 G1 SCI , CONDITIONS OF APPROVAL N0. 4.5) 0 rr I I W 11 36 SVFG I R/W C/L R iW 1 PROPOSED 2' WIDE SIDEWALK --1 26' 26' I--- PROPOSED 2' WIDE SIDEWALK v C/) Q I I I 32 33 34 �'��� - FC I h ' EASEMENT TO BE DEDICATED I EASEMENT TO BE DEDICATED = I - W 9 `. ON FINAL MAP. 8 18' 18' 8' ,� ON FINAL MAP. a 1 W I I G I 4• 1 15' S' 1 5' 5' 11 5'--1 I o ' Z I h F F) �.` I i FINISHED PAD GRADE LINE 2 �, N G 7 k• FINISHED PAD 1 5 L.� 0rr �p�G 1 o I� 0 1 1"- FG �o� �� h�G , G \ 1 I 1 29, 2' TYP. *1 5 *1.5Z.-,3 .4� 2' TYP. {-- 2�° I I i I - -1 - - - - - SCO, I 415 r Q I �J�� h°FG 5' WIDE SIDEWALK 0 p0 G m It 'S c g0' `5' WIDE SIDEWALK -o A 5"r 9 ► F �` x;X �n Z 1 6� 1 == - -- '-'-= h°G F- - a I w IW Q , �49 , - - - - - 6 e� N 6" TYPE "B" CURB &GUTTER 6' TYPE "B" CURB & GUTTERJ F 1 (/j 1 A X05 t'q'� p°�G FV � * SEE C.O.B. STD. DWG. ST -11 � -- 1 60'1 I 1 �G FG F � FOR SLOPE PARAMETERS CONSTRUCT MIN. 0.20' A.C. PAVING OVER COMPACT LNDER CURB, GUTTER o DATE 4/04/2018 1 0 20'120' 1 I ° MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. AND MAX.DENSITYP.) 6" MIN. TO PA JOB No. 3012 , 1 1 � COMPACTED 4TO .5 957 R=50 SHEET � SHEET (FOR GRADING PURPOSES ONLY) STREET SECTION WITH 5.00' WIDE DETACHED SIDEWALK o SEE SHEET 4 NORTH 52' RIGHT—OF—WAY SCALE: 1 — 40 TYPICAL LOCAL STREET SECTION i'.3t 1 P 0,/ l_J N 0 20 40 80 N NOT To SCALE COB RECORDS No. OF 7 SHEETS EROS DUST CONTROL BEST MANAGEMENT PRACTICES: 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) AND PROVIDE WRITTEN NOTIFICATION TO THE SJVAPCD VIA FAX OR EMAIL WITHIN 10 DAYS PRIOR TO THE COMMENCEMENT OF EARTHMOVING ACTIVITIES (AFTER THE PLAN HAS BEEN APPROVED BY SJVAPCD). 2. THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS PROJECT. PREVENTATIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO MITIGATE THE IMPACT OF DUST AND PM10 EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION VIII (8). THE CONTRACTOR SHALL OBTAIN A COPY OF THE REGULATION FOR HIS USE. THESE MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. PRE -ACTIVITY: a) PRE -WATER SITE SUFFICIENT TO LIMIT VISIBLE DUST EMISSIONS (VDE) TO 20% OPACITY. b) PHASE WORK TO REDUCE THE AMOUNT OF DISTURBED SURFACE AREA AT ANY ONE TIME. B. DURING ACTIVE OPERATIONS: a) APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO LIMIT VIDE TO 20% OPACITY. b) LIMIT ACTIVITY TO PERIODS OF LOW OR NO WIND, OR CONSTRUCT AND MAINTAIN WIND BARRIERS SUFFICIENT TO LIMIT VIDE TO 20% OPACITY. c)APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAUL/ACCESS ROADS AND UNPAVED VEHICLE/EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VIDE TO 20% OPACITY AND MEET THE CONDITIONS OF A STABILIZED UNPAVED ROAD SURFACE. C. TEMPORARY STABILIZATION DURING PERIODS OF INACTIVITY: a) RESTRICT VEHICULAR ACCESS TO THE AREA. b) APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO COMPLY WITH THE CONDITIONS OF A STABILIZED SURFACE. IF ANY AREA HAVING 0.5 ACRES OR MORE OF DISTURBED SURFACE AREA REMAINS UNUSED FOR SEVEN OR MORE DAYS, THE AREA MUST COMPLY WITH THE CONDITIONS FOR A STABILIZED SURFACE AREA AS DEFINED IN RULE 8011. D. CARRYOUT AND TRACKOUT ON PUBLIC ROADS: a) ALL VISIBLE CARRYOUT AND TRACKOUT WITHIN 50 FEET OF THE SITE SHALL BE REMOVED AT THE END OF EACH WORKDAY. TRACKOUT BEYOND 50 FEET OR THE SITE SHALL BE REMOVED IMMEDIATELY. b) CLEANUP SHALL BE ACCOMPLISHED BY MANUAL SWEEPING OR APPROVED EQUIPMENT AND METHOD AS SPECIFIED BY THE SJVAPCD. c)THE USE OF BLOWER DEVICES OR DRY ROTARY BRUSHES OR BROOMS, FOR REMOVAL OF CARRYOUT AND TRACKOUT ON PUBLIC ROADS IS EXPRESSLY PROHIBITED. d) ANY PERMITS REQUIRED FOR MUD AND DIRT CLEANUP SHALL BE OBTAINED BY THE CONTRACTOR. SWPPP BEST MANAGEMENT PRACTICES GENERAL NOTES: FOLLOWING ARE GENERAL NOTES, THE CONTRACTOR SHALL REVIEW ALL APPLICABLE CODES AND REGULATIONS AND IMPLEMENT CONSTRUCTION SITE MONITORING PROGRAM AS NECESSARY TO MEET REGULATIONS. 1. BEST MANAGEMENT PRACTICES (BMPs) CONTAINED HEREIN REFLECT MINIMUM REQUIREMENTS. ALTERNATE METHODS PROVIDING EQUAL OR GREATER PROTECTION MAY BE UTILIZED. FOR ADDITIONAL BMPs REFER TO CALIFORNIA STORMWATER BMP HANDBOOKS. 2. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN AND IMPLEMENTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT, THE STATE'S GENERAL PERMIT, AND LOCAL STORMWATER MANAGEMENT PROGRAMS. CONTRACTOR SHALL OBTAIN A COPY OF THESE PROGRAMS FOR HIS OWN USE. 3. THE CONTRACTOR MUST IMPLEMENT AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROL ON ALL DISTURBED AREAS PER THE BMP HANDBOOK. 4. NON-STORMWATER DISCHARGES SHALL BE PROHIBITED FROM ENTERING ANY STORM DRAIN SYSTEM AND THE EXISTING STREET. 5. NON-STORMWATER MANAGEMENT CONTROLS AND WASTE MANAGEMENT CONTROLS SHALL BE PROPERLY IMPLEMENTED AS NECESSARY TO COMPLY WITH ALL APPLICABLE CODES. 6. SEDIMENT CONTROL PRACTICES SHALL EFFECTIVELY PREVENT A NET INCREASE OF SEDIMENT LOAD IN STORMWATER DISCHARGE. 7. ALL CONTROL DEVICES SHALL BE INSPECTED FOR PROPER INSTALLATION PRIOR TO QUALIFYING RAIN EVENTS AS OUTLINED IN THE GENERAL ORDER. 8. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES. NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR DAMAGED EROSION CONTROL MEASURES OR SEDIMENT CONTROL MEASURES WHEN RAIN IS IMMINENT. 9. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, DESILTING BASINS AND OTHER DEVICES. ANY DEVICES AND SLOPE SURFACE PROTECTION DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED. 10. POLLUTANTS SHALL BE REMOVED FROM STORMWATER DISCHARGES TO THE MAXIMUM EXTENT PRACTICABLE (MEP) THROUGH DESIGN AND IMPLEMENTATION OF THIS PLAN. 11. PORTABLE SANITARY FACILITIES SHALL BE LOCATED ON RELATIVELY LEVEL GROUND AWAY FROM TRAFFIC AREAS, DRAINAGE COURSES AND STORM DRAIN INLETS. 12. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE EDUCATED BY THE DEVELOPER OR HIS GENERAL CONTRACTOR ON ALL BEST MANAGEMENT PRACTICES (BMPs) INCLUDING CONCRETE WASTE STORAGE AND DISPOSAL PROCEDURES. 13. THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS PROJECT. PREVENTATIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO MITIGATE THE IMPACT OF DUST AND PM10 EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION VIII (8). THE CONTRACTOR SHALL OBTAIN A COPY OF THE REGULATION FOR HIS USE. VICINITY MAP NO SCALE SEDIMENT TRACT 7317 & DUST CONTROL PLAN AK RSF1 LD, CALIFORNIA PROJECT STATISTICS 1. PROPERTY LOCATION: NORTH SIDE OF STOCKDALE RANCH DRIVE BETWEEN WEST BELTWAY AND WESTSIDE LOT LINE PARKWAY TRACT 7317-2 4&5 IN THE CITY OF BAKERSFIELD COUNTY OF KERN STATE OF CALIFORNIA SEC 3 T.30S. R.26E. 2. LEGALLY RESPONSIBLE PERSON: MATT SMITH WOODSIDE HOMES 9 RIVER PARK PLACE, STE 430 FRESNO. CA. 93720 (559)437-9000 3. QUALIFIED SWPPP PRACTITIONER: VANCE HERRING (RESPONSIBLE FOR SWPPP PORTER & ASSOCIATES. INC. IMPLEMENTATION) 1200 21st STREET BAKERSFIELD, CA 93301 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA. _TS 0 KDALE HIGHWAY / FREEWAY INTERCHANGE (661) 327-0362 HINGE DIAL TOLL FREE 14%227.2600 - - - - - - - - - / 4. QUALIFIED SWPPP DEVELOPER: FRED W. PORTER II AT LEAST TWO DAYS BEFORE YOJ DIG _ _ 1� _ _ (RESPONSIBLE FOR SWPPP PORTER & ASSOCIATES INC. RIGHT-OF-WAY / PREPARATION) 1200 21st STREET / BAKERSFIELD, CA 93301 INSTALL SILT FENCE (661) 327-0362 OR FIBER ROLLS PER 5. PROJECT TYPE: RESIDENTIAL DEVELOPMENT EARTHWORK BMP SE -5 AT BACK / 6. DISTURBED AREA: 40.09 GROSS ACRES - - OF SIDEWALK, - TYP. 60 / 7. AVERAGE DAILY 4,500 CY (APPROXIMATELY) BASED ON EARTHWORK THROUGHPUT: 20 DAYS OF ROUGH GRADING APPROX. SIDEWALK 30 61 59_ 1,000 CY THEREAFTER FOR FINE GRADING zl / UNDERGROUND CONSTRUCTION ETC % 5 29 4_ CURB & GETTER 58 CALIFORNIA STORMWATER BMP HANDBOOK STREET CENTERLINE/ - 28 62 THE FOLLOWING CALIFORNIA STORMWATER CONSTRUCTION BMP'S SHALL - � 32 � BE CONSIDERED A PART OF THESE PLANS AND MAY APPLY DURING / 55 THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR AND QSP SHALL A TYPICAL LOT BMP'S - 24 �` '-� `� IMPLEMENT ADDITIONAL BMP'S AS REQUIRED DURING CONSTRUCTION. / / p , E� 56 _ 57 , N N.T.S. 25 I ¢ol �i 64 63 BMP N0. DESCRIP110N ® EC -1 SCHEDULING i ��"\ 26 27 I �I 33 65 ,w Q p - - ❑�- EC -2 PRESERVATION OF EXISTING VEGETATION ❑ EC -4 HYDROSEEDINGo N / 23 \ , `- --- ------ ---- SSRE/ - �� ElEC-5SOIL BINDERS -' ` / - _ �- DONOSTIA_ / ` El_ EC -9 EARTH DIKES AND DRAINAGE SWALESEC- ❑ 16 NON -VEGETATIVE STABILIZATION / 22 21 PHASE 4 - --------__-_ _-_--- __-_� 52 53 SE - 54 ® 1 SILT FENCE / / 20 1 N 49 50 51 ❑ SE -2 SEDIMENT BASIN / ` 19 1817 16 I 66 67 ' ❑ SE -3 SEDIMENT TRAP / �� 9 10 _ , , ® ORTH SE -5 FIBER ROLLS �i 45 I ; C ® SE -6 GRAVEL BAG BERM SCALE : 1 " = 1 O O' / P� j 12 4 PHASE LINE " 1 , 46 44 5 ® SE -7 STREET SWEEPING AND VACUUMING 0 50 100 200 / �Q� 8 , _ 13 14 C t �' 47 ❑ SE -8 SANDBAG BARRIER / ��� e� , 15 72 71 70 69 68 ii �z ' 48 1 i 43 I i ® SE -10 STORM DRAIN INLET PROTECTION i IC � �- , �\ -- _ _ i rn ® WE -1 WIND EROSION CONTROL ��j\� 7 RNrER�J �-- ® TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT ' /I - _ - _ - 1 _ --� ® TC -2 STABILIZED CONSTRUCTION ROADWAY 6 7 DRIVE _ 3 -_ - __ ,` -,e � 42 ❑ TC -3 ENTRANCE/OUTLET TIRE WASH / 25 24 5 - _ _ ® NS -1 WATER CONSERVATION PRACTICES23 3 X11 r,"---- ----- ----- ---` 39 40 41 ® NS -8 VEHICLE AND EQUIPMENT CLEANING 26 / 2 1 22 73 i z i 37 38 / ® NS -9 VEHICLE AND EQUIPMENT FUELING / / / 5 ` i� >I 32 33 34 35 36 ® NS -10 VEHICLE AND EQUIPMENT MAINTENANCE 21 /;EC ® NS -12 CONCRETE CURING / 20 19 A 1 w ' PHASE 2 22 ® NS -13 CONCRETE FINISHING 27 \ 18 UL I i 23 Q / 24 w 1 Ir - ® NS -14 MATERIAL AND EQUIPMENT USE / \ �\ _ _ 17 , 16 74 i � 27 26 25 21 ® Wm -1 MATERIAL DELIVERY AND STORAGE , / 28 _ \gNTq zzl 31 CC 30 29 28 ® WM-2 MATERIAL USE 29 - _ ' N ® WM-3 STOCKPILE MANAGEMENT 30 ® WM-4 SPILL PREVENTION AND CONTROL ® WM-5 SOLID WASTE MANAGEMENT ® WM-6 HAZARDOUS WASTE MANAGEMENT ® WM-8 CONCRETE WASTE MANAGEMENT <Zl� ® WM-9 SANITARY/SEPTIC WASTE MANAGEMENT \� SWPPP NOTES ❑1 w 0 ❑2 0 30 �,,, z Q o W 0 Q z o�W SE -10 ® a STOCKDALE HIGHWAY Q� _ INSTALL FIBER ROLLS PER BMP SE -5 OR SILT FENCE Z PER BMP SE -1 ALONG BOUNDARIES AS SHOWN FOR ITRACT o� PERIMETER CONTROL. PERIMETER CONTROLS CAN BE ' 7240 REMOVED UPON COMPLETEION OF BLOCK WALLS mel -N- WHERE APPLICABLE. x / INSTALL CONCRETE WASHOUT PER BMP WM-8 S�OG�OP�E, INSTALL GRAVEL BAGS IN CURB & GUTTER AT PROJECT SITE PROJECT AND PHASE LIMITS PER BMP SE -6 CO NORTH HALF OF INSTALL NON-STORMWATER BMP'S AS REQUIRED PER N O - SECTION 3 BMP NS -8, NS -9, & NS -10. NORTH HALF OF T.30S., R.26E. INSTALL MATERIAL MANAGEMENT BMP'S AS REQUIRED SECTION 4 r {y CO PER BMP WM-1, WM-2, & WM-5. T.30S., R.26E. 10 INSTALL SANITARY SEPTIC WASTE MANAGEMENT PER KERN COUNTY WATER AGENCY O r BMP WM-9. VICINITY MAP NO SCALE SEDIMENT TRACT 7317 & DUST CONTROL PLAN AK RSF1 LD, CALIFORNIA PROJECT STATISTICS 1. PROPERTY LOCATION: NORTH SIDE OF STOCKDALE RANCH DRIVE BETWEEN WEST BELTWAY AND WESTSIDE LOT LINE PARKWAY TRACT 7317-2 4&5 IN THE CITY OF BAKERSFIELD COUNTY OF KERN STATE OF CALIFORNIA SEC 3 T.30S. R.26E. 2. LEGALLY RESPONSIBLE PERSON: MATT SMITH WOODSIDE HOMES 9 RIVER PARK PLACE, STE 430 FRESNO. CA. 93720 (559)437-9000 3. QUALIFIED SWPPP PRACTITIONER: VANCE HERRING (RESPONSIBLE FOR SWPPP PORTER & ASSOCIATES. INC. IMPLEMENTATION) 1200 21st STREET BAKERSFIELD, CA 93301 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA. _TS 0 KDALE HIGHWAY / FREEWAY INTERCHANGE (661) 327-0362 HINGE DIAL TOLL FREE 14%227.2600 - - - - - - - - - / 4. QUALIFIED SWPPP DEVELOPER: FRED W. PORTER II AT LEAST TWO DAYS BEFORE YOJ DIG _ _ 1� _ _ (RESPONSIBLE FOR SWPPP PORTER & ASSOCIATES INC. RIGHT-OF-WAY / PREPARATION) 1200 21st STREET / BAKERSFIELD, CA 93301 INSTALL SILT FENCE (661) 327-0362 OR FIBER ROLLS PER 5. PROJECT TYPE: RESIDENTIAL DEVELOPMENT EARTHWORK BMP SE -5 AT BACK / 6. DISTURBED AREA: 40.09 GROSS ACRES - - OF SIDEWALK, - TYP. 60 / 7. AVERAGE DAILY 4,500 CY (APPROXIMATELY) BASED ON EARTHWORK THROUGHPUT: 20 DAYS OF ROUGH GRADING APPROX. SIDEWALK 30 61 59_ 1,000 CY THEREAFTER FOR FINE GRADING zl / UNDERGROUND CONSTRUCTION ETC % 5 29 4_ CURB & GETTER 58 CALIFORNIA STORMWATER BMP HANDBOOK STREET CENTERLINE/ - 28 62 THE FOLLOWING CALIFORNIA STORMWATER CONSTRUCTION BMP'S SHALL - � 32 � BE CONSIDERED A PART OF THESE PLANS AND MAY APPLY DURING / 55 THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR AND QSP SHALL A TYPICAL LOT BMP'S - 24 �` '-� `� IMPLEMENT ADDITIONAL BMP'S AS REQUIRED DURING CONSTRUCTION. / / p , E� 56 _ 57 , N N.T.S. 25 I ¢ol �i 64 63 BMP N0. DESCRIP110N ® EC -1 SCHEDULING i ��"\ 26 27 I �I 33 65 ,w Q p - - ❑�- EC -2 PRESERVATION OF EXISTING VEGETATION ❑ EC -4 HYDROSEEDINGo N / 23 \ , `- --- ------ ---- SSRE/ - �� ElEC-5SOIL BINDERS -' ` / - _ �- DONOSTIA_ / ` El_ EC -9 EARTH DIKES AND DRAINAGE SWALESEC- ❑ 16 NON -VEGETATIVE STABILIZATION / 22 21 PHASE 4 - --------__-_ _-_--- __-_� 52 53 SE - 54 ® 1 SILT FENCE / / 20 1 N 49 50 51 ❑ SE -2 SEDIMENT BASIN / ` 19 1817 16 I 66 67 ' ❑ SE -3 SEDIMENT TRAP / �� 9 10 _ , , ® ORTH SE -5 FIBER ROLLS �i 45 I ; C ® SE -6 GRAVEL BAG BERM SCALE : 1 " = 1 O O' / P� j 12 4 PHASE LINE " 1 , 46 44 5 ® SE -7 STREET SWEEPING AND VACUUMING 0 50 100 200 / �Q� 8 , _ 13 14 C t �' 47 ❑ SE -8 SANDBAG BARRIER / ��� e� , 15 72 71 70 69 68 ii �z ' 48 1 i 43 I i ® SE -10 STORM DRAIN INLET PROTECTION i IC � �- , �\ -- _ _ i rn ® WE -1 WIND EROSION CONTROL ��j\� 7 RNrER�J �-- ® TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT ' /I - _ - _ - 1 _ --� ® TC -2 STABILIZED CONSTRUCTION ROADWAY 6 7 DRIVE _ 3 -_ - __ ,` -,e � 42 ❑ TC -3 ENTRANCE/OUTLET TIRE WASH / 25 24 5 - _ _ ® NS -1 WATER CONSERVATION PRACTICES23 3 X11 r,"---- ----- ----- ---` 39 40 41 ® NS -8 VEHICLE AND EQUIPMENT CLEANING 26 / 2 1 22 73 i z i 37 38 / ® NS -9 VEHICLE AND EQUIPMENT FUELING / / / 5 ` i� >I 32 33 34 35 36 ® NS -10 VEHICLE AND EQUIPMENT MAINTENANCE 21 /;EC ® NS -12 CONCRETE CURING / 20 19 A 1 w ' PHASE 2 22 ® NS -13 CONCRETE FINISHING 27 \ 18 UL I i 23 Q / 24 w 1 Ir - ® NS -14 MATERIAL AND EQUIPMENT USE / \ �\ _ _ 17 , 16 74 i � 27 26 25 21 ® Wm -1 MATERIAL DELIVERY AND STORAGE , / 28 _ \gNTq zzl 31 CC 30 29 28 ® WM-2 MATERIAL USE 29 - _ ' N ® WM-3 STOCKPILE MANAGEMENT 30 ® WM-4 SPILL PREVENTION AND CONTROL ® WM-5 SOLID WASTE MANAGEMENT ® WM-6 HAZARDOUS WASTE MANAGEMENT ® WM-8 CONCRETE WASTE MANAGEMENT <Zl� ® WM-9 SANITARY/SEPTIC WASTE MANAGEMENT \� SWPPP NOTES ❑1 INSTALL 25'x50' GRAVEL ENTRY/EXIT PER BMP TC -1 ❑2 INSTALL 15 MPH SPEED LIMIT SIGN 30 INSTALL STORM DRAIN INLET PROTECTION PER BMP W Z SE -10 ® INSTALL STOCKPILE MANAGEMENT PER BMP WM-3 Q ❑5 INSTALL FIBER ROLLS PER BMP SE -5 OR SILT FENCE Z PER BMP SE -1 ALONG BOUNDARIES AS SHOWN FOR PERIMETER CONTROL. PERIMETER CONTROLS CAN BE L.L. O REMOVED UPON COMPLETEION OF BLOCK WALLS WHERE APPLICABLE. x © INSTALL CONCRETE WASHOUT PER BMP WM-8 ❑7 INSTALL GRAVEL BAGS IN CURB & GUTTER AT Iw] N PROJECT AND PHASE LIMITS PER BMP SE -6 CO ® INSTALL NON-STORMWATER BMP'S AS REQUIRED PER N O F1.. BMP NS -8, NS -9, & NS -10. M ❑9 INSTALL MATERIAL MANAGEMENT BMP'S AS REQUIRED FOR r {y CO PER BMP WM-1, WM-2, & WM-5. Z 10 INSTALL SANITARY SEPTIC WASTE MANAGEMENT PER O r BMP WM-9. 40 31 ` 32 - 39 / PHASE 5 1 38 / 37 ` 36 E 35 r � --- - 3 \ 7 3 CLARA _-_- _ _ ��R--oma 20 - - 3 - - --- - - \\ 33 �,. ----- i 14 1 75 - 76 77 �; vI r Q/ 78 80 Ii rn-° �, 79 I 34/ Z i' 10 g PHASE LINE 11 I WATER WECL� " I r i - ----�� LOT 13 12 \CO(E �/ - 11 10 M TERIAL 9 STORAG 82 81 42Efl 43 _ T 44 _ - r -------------I No �3 � % 5 45 � � , � - >>�6 \ \ 46 S AGING - - 7 -- - - AREA 4 -------------- 2 NOTE: \ 5 CONTRACTOR SHALL INSTALL TEMPORARY \STOCko CONSTRUCTION FENCING AROUND PERIMETER tel` OF CONSTRUCTION PHASE LWITS TO RESTRICT UNAUTHORIZED VEHICLE ACCESS. CT NO. PHASE NOTES �3>>'3 ` - _ RANCH _ H PHASE 2 -ANTICIPATED START DATE: MAY 14, 2018 PHASE 4 - ANTICIPATED START DATE: MAY 14, 2019 PHASE 5 - ANTICIPATED START DATE: MAY 14. 2020 7 Ii 3 4 � - 1 2 6 7 83 84 i 5s i. pRiVE STREET IMPROVEMENTS BY OTHERS TRACT NO 7317-1 U w LL tL ayZ30 w�m LU ww Q. w co0 UJw cram=z w �=o X-t-O:3HLiOn � coz: m� H O wO Z -j co� V ZwLureU O D Mwf-:�zcow-< wx0wxwtnU 01—�_Fui_m02LL9x z�WFZOOLL0!= a d 0 2 w� x m z w - U Ir Z w � cry m O O-OOOOZ03LZ Ww�Wogm=a LU oW¢�jmWW1-c"0 W W F Z z W 6 0 m 00§<3: Wzo¢ ¢�oo QI-wO=UQU[C 62WWWTO�Oz< Oa0a=UOoz0 0 0 WFZw�OLL ~ Z m d Z LL �� wm UZOWzwwI-W W ZOW 2~z m > U �_ Q W W D o z d O w U o x -,d x ❑ 1-- OcxnWxmZa-'on Z p x U_ w x d m w �QLL ox�W<oa,� � >dLLz- aw 0)6, 0mv�iV ��Z�w mWOw �?Oda� du -' Z�'m}L7 I— CL O0Ix¢z Q I J Ld m 1- cn w U Z CT) o W Z .� " `- 5: �0= N Q W c•3 Z Cc) L.L. O LLI x U) Z Iw] N CO 06 Z N O F1.. Z W M 'i Lu r {y CO Z Z CD ® O r I0 U) .o O C t T 00 0 0 0) 3 m o a m W U) x -600't CN - - DATE 4/06/2018 y (P PA JOB No. 3026 X 1' , . ` SHEET ii fmrli ' o 11 10, , a n 7 L/ 41' o COB RECORDS No. OF' 1 SHEETS a !v' L.L. LLI LL X 0 uj 2 CO a. Z Z m Lu ww G �> "� LLI LL W a a LL UL I0 U) .o O C t T 00 0 0 0) 3 m o a m W U) x -600't CN - - DATE 4/06/2018 y (P PA JOB No. 3026 X 1' , . ` SHEET ii fmrli ' o 11 10, , a n 7 L/ 41' o COB RECORDS No. OF' 1 SHEETS