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D- maOJ m Xmmz n= cox ju�m 4 x -n -n m >= MOM D (nv (ten �cn,�� , mo m OFR C rn 4 D Z � n G-3 - LnL w W I J D - ' �O N m m ZI t \ N \ D, 1 OD 0 O — — — cn 00 _j ;D DRAGONFL f LANE I ;of CID J 00 � � V V •p o ;u D D fill: m m / { \ / w I z c -o •� 8 m Il l —I Z o mzm ✓� Z �10� D � N N J r /; . �m 00- 'y ASO \ .. r) �. y \' i / D m �_j .o / y a D c F, < a l i i 4� Di � = 0N< o �00 rn ;uM -- -- -- m nom .O '9 \SFO J/ \\_A -0 �m dor- O D n I _ O �_ z OnD „y O �� �ZZ cnoPO ao I \ \ ' �O O r0 n Or Io� (n .gym 1"0- 0 \ " Iha O I �0�� I OMD rn Z�� NOW, Nn;O ' GOND OOnZ O O�� ONO �� CW z T �D>> N �0 Woo r0 Iii z D P� W u-4 " ,� 4 � I Nw I v / O 1\f C) m I i wCID D0010 1 OD n0 IIII z =JZ / U11 I ` ` ( I O �o cJo Ij�1 IIq m O -a I' II II z- ° =_� -- -__ — — — - - - - - - - - BUENA VI SIA ----------------------------------- -- --- -----------_ --- D m --_ =-- ,1 C) l� -�'- - C O. - -I - -.=-_ D -I Z 1 cn r PM No. 11861 o I�C cn I-- 0 °' > m opo 01 CTI rn rn r cn rn -� cn O D - D D co J: \2750H\Improvements\Tract 7254 PLANS\TT7254 GRADING\TT7254GR-C3D.dwg 07/10/14 trishab 2 -0 D REVISIONS o QRpf ESS I Diy9� m O ���c, F��o w . poR��� Fri a o M TRACT -, GRADING PLAN o * RCE 33448 C� o S�9TF C I V1 �c�,a TITLE SHEET �CA�� o, FRE W. PORTER PROJECT ENGINEER: FWP DRAF-SMEN: LGH PA REVIEW BY: DATE: m m �U1 �00 00 m s I V) N m co N W O IV O PORTER & ASSOC11-111 . ENGINEERING & SURVEYING CD I' t E8 1200 21 st Street, Bakersfield, Californit i3Z 661.327.0362 FAX 661.32 7.1 1%f THE ABOVE DRAWINGS AND SPECIFICATIONS, AND IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED N THEREBY, ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER; NO PART THEREOF SHALL BE COPIED, cn0O -) DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC C m o PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE VIRITTEN CONSENT OF = p THE ENGINEER. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE r r- CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE m DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICA70N. IV O PORTER & ASSOC11-111 . 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0ZD Z00 ZG) Dor- -u0 rte- r<rj0G) OZ 2 *0 -ZO �C)OcncnK-ucnZ 0=Z0 DZ(0 zn DZ Dm mm- OD O r0lc <m � r zD-1 =-i�DDm0Dy y051 (_n�(n 0M Z-1 cn0 M0: -i mr m Ommo omm m ccnm U))mm =Zmrr-rr-��rrz rr--cir-r �m� J: \2750H\Improvements\Tract 7254 PLANS\TT7254 GRADING\TT7254GR-C3D.dwg 07/10/14 trishab 2 D y REVISIONS O M Lm z 0 rn 0 C-/•�) v �� co -_ 3 1 .4.4 < m M �o N Z C D C � U) r Cin D 2 � M m z G) z m m M m v r r r r X O < 0 m 0 S D i D r r G) D m L7 m cn z 0 Z v .4.4 < m M q Z C D C � U) r D r 2 D OMZ = 0 0 0 -. 0 o -0 << vm 640 m00 T i .D -' m .� m z m :� (o O (o O 0 O M 0 Om N a o 0 0 05 m DM0 00-0 moo G1 N xds D �0m 00mi (o O (o o co O o G) O :E 0 Z Z m=U, mm vm 0 GRADING PLAN TRACT 7254 GENERAL NOTES - -10 ��Dv D(j0 20 Du)m C mv00 m•�0G) -0 _N w N "D 0 zU)m 0 02 OD O*Z D m(n_4 y =O Svc 7o O DO 0 D -4 0)O 00M n A m m. mK mDL-rr1 mo= cg 0�0 r G)�K 0 KO � O G)Mp -im -j-ir < X -nv Zznm (Drmrjm zm 0mT y mDv c�vC Ri cOD� =C)� mD-i vm -0 O zi5m (n D� O D=m () m_p _ OD - -ImD 0(n 0D -< cnzD 56mDZ 3 -OXO 000 nim 00 y � my � mm � yZv' 3 vz� � r� OOCz �oz D- Dzr C -n0-0--i Km01v Z �O� 0�� D m vD m CO m�0 'o v� 3 m -i0 -o oDx O �z mZZr- =rT m mz 0�_n y DOz zmOC n mC7-( Z z �(Dj� 00� y v 000 z _<0 $ mcn2 0 00� 7, z� - _j m(nm Dm mD0 mDZ ci -n0�" r�tt DO OZm OHO ORI � c F0� O =-mj 9 -<7om p m=ln G)rli Om<� ofn v= �m Mcn D n <r m-iX z -,K cnm C r-{ m- O Dmf Z DO n 0 p z (n m D v = z 0 -i- m -I -0 Om r D m ca m z -I C) Cn r -I D 0 T = 0 (n cn v- z "- Oc m �m maid 0c m0 --i zmv (n �0 Mm =qD = O c� C y Z00 WK 2 -iOrmrl (0 D �v cnzD70 ;u r "IM- -j�0 m z m m�D DO = 0 TK 0 c �v -1_.I vm G7 -I- �c< 00 2 r (nmv n -q zD �_> rm-i n M m m -0 �-Icn m= - nm 0�mr Zmm mz ��� U)0 -izc0 m-1 XTO mmm cD n -0 Zzo m0 m mem 0mcza I ZXDw 00K x•10 Drn rn 0G)3zv 0r� -n m>rn m> M m 0m -i 0cn -j 20 D-n(n Z(n OCcrnm m• -i -i QC I�TIU)r m-0 (nm00 m� C0Z nOn Dm�1 D OZZ (DC i Oc:M mO X I inKm0 vm 1M ��m =D p.mOm cn� K�v DCD vD (0 () 0m -Iry XOz m�-Ovxrc- mD D moon 01<n �m�m mTl vm- �' D Dr D=rn v- my � > Q= vv zr m2 1J� 0 2 X- m K - � (n -j �cnX m x 007m �� c z�0 (n OD CM v 0< Z0T M-iE) O m=Cn m� vmm z-. �z -IZOz to <C _0� oz nT00 MM 0_00 0a:z 0 Z D0 -_-I �rmn G m G)z mm =(_n01� K mC) mmD (n -I ---z -jv -i�� yrn D z�z m7a c,zz (n _0 mz m00n om_< Sm mmm vD z;0 *m O00 opD (0j00 �< �m� mX z0 ZZzo T my zmv Dm �vnm Sm m -i 0-0r- Z OODG) �m v= ()), -i z zm -Iv �z(n v -I mm �_(n 0 r � Kmv my vm _- y- mOM> Om OD _n—ZGG) vm mn(mnv mm zz- Tim � Doc =ccn mjm nZ mm cncxX U) Omni zm == 00mX X-< Oz`s �r-� 0 �m0 00 mK Am �� Ocm0 Ko =� omv OCC G)zOm Dz _00 r".'jnm< m0 0>(n 0 0U) nm D m 0 m n Z m m DVD 0 0 D * D D v D O Z v; 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Z 0 :LJ 0�0v = z vv vz vmDm _<-I -1x03 Wim= m Do= ::E 0 7Q 003 Dz�-I n= C0 0T,O ...j- Dv0-=I c:T K�0 c rn -n Oz0 � z r- 0(mnc)D m v„ v-cim OC �vG)K 0mo -H � �z0 0 0-..r,c- z zZ cnr" mz z(nzz Z 030 Oho D� �Cvz mm o0� 0�- -� c 0 O DC r0 0m-i� v OD3 <m K0 TIm 0 vo vac coDrrj OD zz = Ov m� me SOD m D m m z -n g�c KG) o -I m om D 0 M m Z -0 -i O r Z (n v v Z r m n �.0 mrz 0u ZO �O%0 �O rzmv mann �,0K m-� O (n0 m 00 mr DZ��mn x03 -0 Z(nm Krvn y-Iz< 00 .4 - vrrn OX v vv 0C mom 0 rpt 0 ID v �Dnm " �__1 m(nm = c-0 Z mD <� rm rim *v 0„ -1c� n0 OvcIK om Oc zmv m 0v -I n0i mD 0 r r m m D x 0 70 � O m z yo DC r0 *-p r-0- -IZ DDDZ K� -im -xp�) r cnC7 cn 030 00 () Ovz 0 m K--i� �� �0�� Dm m �Om 0 � O n-= Dr Oz Z��' �0 2-{ �z0) o0 -cnDm my mz >MU) m �O c zz v= Dv_ �c 0 O(n r-`1,I� �00= >M v -A �Ov � -a(n o 0= v - Dm m0R - 0?1 D= 0 mm Dc�O �m O0 ADO OC m m U)'; �cn rr10C v mZ r0D -Im yr C DO v-� m m m -jm Cr; vm Oma DD S2_ 9)r -m EDK mo00 r0r10 0D o,�m cn DD z ml<�.I my 0_ 00 Om 0� �DD Z0� Z- -I9 cn= _I _10 � M �� O n z D- F X Z v m m O x v O N m -I 0 0 0 m z z m m 0 D� m z z0 0om r- mon mC oC xzz� n D� OD O D< m xai 00 0�Z z� L7c nG7 � D000 xz Kc �-i G) r -O m �m 0 o� zzm �m O- -I v=y co zx �< x mrn � c0 -j =i cnz ocnZ m-4 Kx -00 mvm K�;10 C) �m 0M o mD 0 K00 Mri 0 cn m �D DO 0z �zT c0* cn m m c-� D 0- G; Di z�z c� mm mn �� 0D0 030 �z Om0 z mZ zv DD z0G)m zm D� vm T -ImD �m -nm �v _ o• = TC• Ao z 0rnX 0M r-2 -I OD 2DZ Om (D z 2-I = D D �0 Mz ,1vm mK m zm mon mcnv M -i o --i M0 m cnD -I �mD� DDO� y v =00� D� ��:U 0 m< DD W r- ON m X 030 - -Z-I rlfTltT � rnm�� Z� O �(znZO mr jr,1D0 n Cn mm Tt D-Zi� O z Dpm � -T�--IDO -nZ zf�T1(n f*1�0� Dr IM, cc)�'-_D-<DF DA -)C -iv _n* =W DD r• 0>mrn �I-ZjN� DZ -I nC�-I r`� Z0 rn=l �r (z-�-ice -IM m-0 m� D Mu) -i rl -i z� Oc)D� (n0 -jZ aD v0 �N Z 170> OC ()jri2 nU) DO G) O O 00 nU? C Z�Zc X m m D Z O z W -Im O O 0(n _< mom= Tj rTl c) �OC)C) D� . -� (�z G) Cn * �� O-0 zcC UZ)O = G) ()_n O T1 _j --qzM� x OD rn 00 rnm O � =- D �Zr �z D �nrD �Dr?� mn n ��� m= rC N =� (Z D - mD zm Dr0 CD 2 �_ _0 �z � n_ �0--I rD- OD _9 rT12 XO 0 <ZD X C) Ti C) DW -7M ���Z ��� O --i n I W -r-9 (nZZ ZN)Z �C �� 020 -D r r-0 O rm�OG) 0_< C Zr=rj •� %v U) ripZ O OUJ �p O �aU) O� -, Z7rTl� �r- = mCm� mmD (n -0 O n5 000 0 c) rr---j _" D =D -I� O� (��cn 0 Om�z _vz�=i =M m c)�om D� mz -< �D �z o =gym x� �_� Ozm �� (n v � Dm < Dn z CAZ(f) z� x0 zZ 0 D mm D C -i D0 T. rj�Tl0D mcf)- i r- U)U) D -<� �p z G)0 ED' -E nz X --Iz pO�1 �<� D >L0� =m_Vmi COD = rON� �0 rZmI 0 DQ 0000 -ma ITIO 7170 �D v/) 0M--io z<�� rrl5 r (mn�NO XD 0� 0 m� -0_r1 = -Tj mn ADD OD M Zz0< �rrj=O O� r (nrnOn __jr..1 wK: x Z -H r-- C (7=Z -I �C mon -ir NDI j - U)D� (n W -iDO� O� �z 0 rnm �z mmz -I �D y(7� r=r)K rr1 (n r cn - = z -I = cn m -n D O (n rn m 0 D rm 0 - 1 M -1 0 = 0 Z ZDV= r�WD iri0 fT1 z. n0 =Ti r=0 Z .. � �z Oz ZO O -i X> r -0Z -- O �r1=m WXz0 -�00Q� Rlz X -< �z 0�I D D Z fTl �r- �riD rn� <DZD I w__40 0 m 0(Oz= M_< zm -1 r=n0 M = z� 0 m :;M C" 0 m` Z ZrI�I� m 0� 0 U)C x0 X �� - 'O= -i rrl r,)OD r -i m m0=r- __I O o m�Om z� �o p _jm mD C o D� 0 0 mDrn IiD m m Z T) _< rr) Ti r G) Z rT1 D r(n, j -i z r* - X m M 0 r D � Iz rn -00(n0 m0O�o -� _ -I z0 -I -op G)� �G) D m �O W X ODC{) 030 x -ir-=D 0 70 _n =� �Z -� D �- D Om D rl z0rn = �Cn00 ,)=r=T7 n C Or�rlmZ DO DrI DO 00cl) n <�� M _n XmGz) Oz Z �D-0(n DOS O �z-i� �Op r� z mz Oy o r-ZN = 0 0�1r- zo j =nDO -0 Z rn fu0-<0 . X Dir I X� CX Z M rn m N _I rT7 OiJ o rDz� i-0 Z) : D (Xn Ln�Orn� OOC om D �- rmm -I 0=- r (n ZOO -iC _ r-�zD r�� (� 0(n = �(n z mn (�- O D m� o zm =v ZZO�m rZrlCz <z zyWm n0 =�00�(nnn mem O Z -A -0 O C)� -_i 0 nz�� 0x m --I� O =O C z � x m0 Z 0 �zpO ��� rn Nomm U)0 XO r=rj �Z rj<i� (fin O rnrxn D � Ong r_Tl-1 p �zzD Cz= z MrnOm X0 DZ D() rrn O . >Z U) 00 �Ox <D O y(.n_iN -0> = -i �rq c)0 X� O m- n0 -90 m Ttzp rr- � Mp=rnX COIF ITI D mo =10 mz O �O rz -U c rn �-0m 00 ^�O(n0 m<� c) m zK� Ozm O -D -I D Zz 0� O� oz c) � _X� O C 0� z OZ D C r1 - r (T1 = r*1 Z� Or D M V) 0 rn -i _( <-o� _< _ 00Z O M0 z- rrj z '< r- -( o- D= y OD=y ��� = z .0� z0 Dm y On� �-H D _0 0 Z �pZz �� _-I *- zz % :- x C D K: puM =r =iZ m -jai DM r n7a m Z(Ti-I =Z, O � _0 Z=C () C) rX r,)0 O() -n O() _I C =O 0 Z -Ir I -0 z _OOD c)Zz O O zip �x ZO x� �z z D1? N 0�D -C7 fJ0- 071 ZZ0 C7-IZ Z p DOC X70 �Z C 0 z z i? �� -I� D NDO� <r=n0 rn y (0 o= Dm r =z �O O aoUi 0 _032 -rri (n zmrnr- r-0-1 0 0 o mm �M .I COU) 9rn Z rn0 c �-I0 Wap rm Nn�-C -0mC) _u rTl k= -I �� �0 �Dy == D-! z K rMM(n O> OzOD r�T1r�T1OC r =O N0 (mz 0 zr K: �() (n D OC r TI-ATiD -Zi== z = ZOrOmO m� (n0 rrlZ �O rn o(n -�< ZnOap �O _ U) = O r 0 = --I . DOZO -iz= � = m�z W r W o Or- z- = ZD M OO -O . 0 = O rrj C m rrl (fin fTl r V) r z o C) = D � � 00 0 r� mon �(n�� R1�D m D COQ �f'I �D D rW `D 7<7 -<C) �r- �z1T1 M o N O D OW m= o Drn -< (n �< p rn (n o --i o 0 0 D = =1 � X m z o m Z D z W �' o �' � = p 0 C 0 x 0 U) o 9 FESS/ONgI �4. �D W . POST F 4 F,p tic W rn w M * RCE 33448 * lF OF CA1-�F F. C� ' FRED W. PORTER PROJECT ENGINEER: FWP DRAFTSMEN: LGH PA REVIEW BY: DATE: m 0 O K m z 0 D 0 z 0 W uI m I m (n +� -*1 �rnr ;n 0D u � G Dm� �)GU) O D 0 Z -I Om m Xm -x --1 �] W() rn ii z S m = U) �F -0 (n O m m -) 0 O .i� = X mm 0 D O x zm M C7 n-< X O N r- 2 r� G) W m D Lu z Z A` Z O n �- S _u rX mO 0 � O az _<O O m 11 X * C)>> -rj < rD- D r^ r' -_i0 a0? m Z G > U) (D coo T1 G) M C) . X r mC MZ �z W O m� Oz :G O S XD O Crr- Z D U) X C r•r- X = n D D f�T1 O C m C_ xz D G) -i n) Z Z 2 C z CZ = Z m M X x 0 o D m< nD -� c L Z �D rn r M < O --s rF O v; * -1 z -= O D zx mr u - C = r. m -� z THE ABOVE DRAWINGS AND SPECIFICATIONS, AND IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY, ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER; NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTI_IED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. r PORTER & ASSOCIATES, INC. ENGINEERING & SURVEYING 1200 21 st Street, Bakersfield; California 93301 661.327.0362 FAX 661.327.1065 z) N C� m D r U) m D r z O 0 W Z� 2 N -4 � V)m �D x O Z� r m m c 0 17- m cu mo 0 0 0 0 MIN O C z C � ;K1 SLOPE m m D TI 40 m -< Z7 m -I D 0 -z m m m C H D= z r- r �C7�0C7Z MAX �� _----� IZ =OrnODO Z 0 O C m W -{ 0 m A c) ;u m - G z 0 v s 0 Cmn D o=� a0� X0 --1cc) 0 ��o ° Z -� -I0O�Cp �oZ;m W . (--) o �Zm>I= p VARIES --I inD -Irz ---I m ���Z C)� m 0 z Zr$r"iz VARIES—i 01cu-0 '�j D m m O Z u) m — -0 Don'I C� m D r U) m D r z O 0 W Z� 2 N m m � V)m T V � O Z� r z c 0 O m cu mo i 0 0 MIN O C Z' mc7 C � ;K1 SLOPE >- m D TI 40 m -< Z0--A00z _ - LOT LINE ro V�OzmzOD0 = -z 0 m Cn - I 0 m -1 0 X M .. H D= z > QO � Cn MAX �� _----� IZ �n=-1oo� Z 0 O C v /VOCE)ppm G z 0 v s DZmD�� D o=� a0� m ��o ° Z -� LDO W . (--) o Z z co p VARIES --I inD m � m ���Z C)� m C� m D r U) m D r z O 0 0 -TI 0 0 m O ii 1 -0 < it l III IV 01.1 X m -n X n > O - C) y 0 D OOD�O Zr�nZ m z U) -I r m � O 4' rn U O r z U) - Z N c ;:a 0 q VARIES I ;:u 00 N 10'-25' 1 (LIMITS OF OVER -EX) SEE OVER 00 (SEE PLANT VARIES EXCAVATION NOTE ABOVE 31LJL JYYALt, 1 Tr Z� 2 N m � V)m D 0 11 O Z� = I ° z m u g, r*I 0 I z I 1% mo m 0 0 MIN O C m m 70 m ;u_ SLOPE >- C-11 CD MJF Cn i 0.5% MIN FROM BACK TO FRONT I r- 40 � Z I (0.2% SIDE SLOPE IN ADDITION m a� _ - LOT LINE Ir IS ACCEPTABLE) -z 0 m� O 4 H D= z > QO I 2 z MAX �� _----� IZ 1% MIN — 0 -TI 0 0 m O ii 1 -0 < it l III IV 01.1 X m -n X n > O - C) y 0 D OOD�O Zr�nZ m z U) -I r m � O 4' rn U O r z U) - Z N c ;:a 0 q VARIES I ;:u 00 N 10'-25' 1 (LIMITS OF OVER -EX) SEE OVER 00 (SEE PLANT VARIES EXCAVATION NOTE ABOVE I �-20'---I a7 r DC z C E2 0r D ; rr VARIES 0' ---{ TYP I --VARIES o� z m 0 J: \2750H\Improvements\Tract 7254 PLANS\TT7254 GRADING\TT7254GR-C3D.dwg 07/10/14 trishab 31LJL JYYALt, 1 Tr REVISIONS 2 -0 D I s mr Z �Z � M Orn 1% MIN O D AD = I ° z m u g, r*I 0 I z I 1% D ;u O m I w z MIN 0 C I D D 70 m >000 D SLOPE ENTIRE LOT BEHIND HINGEI m C-11 CD 0 Cn i 0.5% MIN FROM BACK TO FRONT I r- 40 � Z I (0.2% SIDE SLOPE IN ADDITION m a� D m I IS ACCEPTABLE) '�' 0 m� O 4 D z I I 2 z MAX �� _----� --------- f�2 1% MIN — Z 0 O C v ;cn G I �-20'---I a7 r DC z C E2 0r D ; rr VARIES 0' ---{ TYP I --VARIES o� z m 0 J: \2750H\Improvements\Tract 7254 PLANS\TT7254 GRADING\TT7254GR-C3D.dwg 07/10/14 trishab DD'L. LLS LOT )D'L. L/S LOT z O O n D r m G REVISIONS 2 -0 D I s mr Z �Z � M Orn O O D AD �;0;0 W u g, r*I 0 z o X z( O j::: ='Immo D ;u O 0 cm cn --k -j CA) C rn Iv o >000 D (n m C-11 CD 0 Z 40 � Z Cn 2 D DD'L. LLS LOT )D'L. L/S LOT z O O n D r m ' G I �, I ❑rN C — I s mr Z �Z � z O ro C: c m - - D AD �;0;0 ® C u g, r*I D- ->o - BmU) Z U' Z �O cn X z( O j::: ='Immo D ;u O 0 O m cm Dm D D C Z Zorn >000 D (n O D< I x> m D 0 0 Z 40 � Z rn N rn D D v o Id r O S 0 m� O 4 D z 0 r rn v D O -o m z -1 o D n Z 0 O C v ;cn G z 0 v s tnD� D o=� a0� m ��o ° Z -� 0 0 W . (--) o m0 -I p n oma inD i' .III ���Z C)� m CnOm Zr$r"iz "O 01cu-0 '�j D m Z Z u) m — -0 Don'I C D II D � cn x o 0)- <D r--Zo - om• x p m (n 0 r m (-Z/7 p y 3 m-0 m <O < < Irl D K: G) D z ITl U) Z U) OU) 2 0 0 M o --45 D z �7 m Z D -� NX m v � m >> j' 0 C)0 co s I 00 �� � O' w 0 0 > S. D --� o m rel r A. p -4 Z rn N �� � m 0 CD Cn 0 > r- m r � 0 D 4" Q �r O -0 \qDm Z V) D M �0X v) ��m� ' G I �, I ❑rN C — \ O m I � z /-O C: c m - - O U, �;0;0 ® C C/) m D- ->o - BmU) Z U' Z �O cn _ ='Immo D ;u O Dz =1 U) cm Dm A> C Z Zorn >000 D (n 0 m D 0 0 Z 40 � Z m v N rn D D o Id r O 0 0 m� D zv 0 .- r rn v D O� -o m ' � -1 o D n m ou _x v r Q D :E z 0 v s m �R D m� a0� D jr- D W . (--) 0 FLOWLI N E — i' .III m z O X Z 0 I` C N a 8 GRADING PLAN TRACT 7254 TYPICAL SECTIONS - DETAILS ADD'L. L/S LOT D'L. L/S LOT z O O Ln 0 D r m QROFESS/ON q ��0 W. POlp RT�� LLJ Z M FRED W. PORTM * RCE 33448 PROJECT ENGINEER: =P �WC V I �-gym-\' DRAFTSMEN: LGH F OF CA��F� PA REVIEW BY: -- G D C m M I � z /-O C: c m O U, �;0;0 ® C C/) m z Z �O cn -m mom ='Immo �0D `��m Dz =1 U) cm Dm A> mzm�Km Z Zorn 0)x0 (n 0 m D 0 z, rn " Z 40 � Z m v Irl D z '.7 0 0 m� D Cn a.X) m O� c O N 0 :' m v� v =0 J 0 — v s ❑J m� a0� D jr- � W . (--) 0 R* — i' .III m cn O -ucnK: Fri D I - - W I N Z Z cn c+ o N x �� .. O 0 z 0 0�z Z� ---�- o � � I D to c 0) r ) co O �> 0 V) V) r.= U) OU) 2 0 0 M �0;a > y D C/) r r 2: m -I -DO K, NX — — — ELTZ�� ADDS 'L. L / m >> j' z C)0 co ` 00 �� � CnDw w 0 0 o M � --� o m rel r O m D p -4 rn N �� � m -I O V) CD Cn 0 > r- m Lo -I � 0 D 4" Q �r D Zvrr, -0 \qDm Z V) D M �0X v) ��m� D- DZ_W �XODrri v I— JD Z) p N _ N C--) O ',Iz r -, - 0)' cI v 0 -I D j 0 < z 0� Z u)(0 D D N ❑) Irl p D 0 Z 2S LK mm U) Z -i < z m Z C) 0 D > w M C) Z -I Q rn G) C) .� v o m rT- EOf D 0o �_ w 0 x'Z) c)) m C) " Z- = cn Z� z ❑w N n z Gm 0 D c i Q � � o r m j Z O A z� m oDi c Dz v m; g U D i n mm Dn � D V, -<O mz rr Z rr- F-1 GRADING PLAN TRACT 7254 TYPICAL SECTIONS - DETAILS ADD'L. L/S LOT D'L. L/S LOT z O O Ln 0 D r m QROFESS/ON q ��0 W. POlp RT�� LLJ Z M FRED W. PORTM * RCE 33448 PROJECT ENGINEER: =P �WC V I �-gym-\' DRAFTSMEN: LGH F OF CA��F� PA REVIEW BY: -- G C m M I � z /-O C: c m O U, �;0;0 ® C C/) m z Z �O cn -m mom ='Immo �0D `��m Dz =1 U) cm Dm A> mzm�Km Z Zorn 0)x0 (n 0 m D 0 z, rn " Z 40 � Z m v Irl z GRADING PLAN TRACT 7254 TYPICAL SECTIONS - DETAILS ADD'L. L/S LOT D'L. L/S LOT z O O Ln 0 D r m QROFESS/ON q ��0 W. POlp RT�� LLJ Z M FRED W. PORTM * RCE 33448 PROJECT ENGINEER: =P �WC V I �-gym-\' DRAFTSMEN: LGH F OF CA��F� PA REVIEW BY: -- Z D m M I mm I ' 1 N ) z y Z O GRADING PLAN TRACT 7254 TYPICAL SECTIONS - DETAILS ADD'L. L/S LOT D'L. L/S LOT z O O Ln 0 D r m QROFESS/ON q ��0 W. POlp RT�� LLJ Z M FRED W. PORTM * RCE 33448 PROJECT ENGINEER: =P �WC V I �-gym-\' DRAFTSMEN: LGH F OF CA��F� PA REVIEW BY: -- rn ? -.. FLOWLINE N m M I r D N ) z y Z O Z no m D ® C C/) m z �M� 0 Dyx r- Z D 0 r Dm O -0 O -0 Z oIQ _> D Z O - Z Or11 m v N 0 '.7 0 0 m� D Cn a.X) m D O c O 0 0 :' m v� N =0 v) — v s ❑J m� D jr- � W . (--) 0 R* D i' .III m cn --q -ucnK: Fri D I - - W I N z m cn x v o 0�z Z� ---�- o (/i I C m X (n crO C F- 0) r ) co m 0 r.= m �0;a C/) r r Z CP D D Z — — — ELTZ�� ADDS 'L. L / V) M C '.A---4 m D ins' co m D 00 zD CnDw w 0 0 OXD " m m rel r O m D p U) rn N �� � m o O' 0 -I r- m Lo -I � 0 D 4" Q �r 0 G) Z V) D O v) O D- O v < o o --- C--) -' X v 0 z D Z D N ❑) � N z rn ? -.. FLOWLINE O m M I r D N ) r,; y Z O Z no m D ® C C/) m m �M� 0 Dyx r- Z D m Fm r Dm O -0 O -0 O 0 M Ln _> D Z 4 Z Z Or11 m v N 0 '.7 0 0 m� D Cn a.X) cn D O 0 0 :' m v� - - -� v) — v s ❑J D r - w< . (--) 0 R* D i' .III m m G7 v Fri D I - - W I N r - m cn x X (/i Z 0 z C rrl (n crO C F- m 0 D C/) r r Z D Z — — — ELTZ�� ADDS 'L. L / O c7 LOT 0 cc,; ;0 00 it rl w 0 MO m -n m: co D D r- D M 0 Z L p r D co Pm � W r =oo mX0 s� ODa) �rrn m 0 *>M m zZa m0C) D r >Z0 O n O C) D D 2 �Zm O Zoe DATE: FLOWLI Z S m 0 > N 0 Ln m �► r m D 0 z 0(1 < D om 0) Ln u' < �D om "jcl) 0 -�-r---4 00 < �D O m (n V) 0 uI < D O m 0) V) O — L- ADD'L. L/S LOT — — ADD'L. L/S LOT C4 cn r-� - ADD'L. L/S LOT O m U) m T 7z 2� �j Ci I �l C .D r" i- II 17 -V�/ t7 � (n C) D rrl Z Al o � r D D>r- CD m m 73 Z m m of:) , D _., H Z > M _z 2' nFBI ci om 5' D a 01:1 z: � r7lal A m � I�'t,l 0 Z —''I Z ZI , m cn 0 C' m ^O^ 0 1 �� 0 cf) O D Z Z m� M U) D r r r m Z cn a� I I Z O M I C N ) r,; r m %C) m D ® C C/) m m V) ") c Dyx r- Z CD m Fm r rn 17 O -0 O -0 O 0 M Ln _> C, Z _D Z Or11 m v MO m -n m: co D D r- D M 0 Z L p r D co Pm � W r =oo mX0 s� ODa) �rrn m 0 *>M m zZa m0C) D r >Z0 O n O C) D D 2 �Zm O Zoe DATE: FLOWLI Z S m 0 > N 0 Ln m �► r m D 0 z 0(1 < D om 0) Ln u' < �D om "jcl) 0 -�-r---4 00 < �D O m (n V) 0 uI < D O m 0) V) O — L- ADD'L. L/S LOT — — ADD'L. L/S LOT C4 cn r-� - ADD'L. L/S LOT O m U) m T 7z 2� �j Ci I �l C .D r" i- II 17 -V�/ t7 � (n C) D rrl Z Al o � r D D>r- CD m m 73 Z m m of:) , D _., H Z > M _z 2' nFBI ci om 5' D a 01:1 z: � r7lal A m � I�'t,l 0 Z —''I Z ZI , m cn 0 C' m ^O^ 0 1 �� 0 cf) O D Z Z m� M U) D r r r m Z cn a� a a ► r,; C) :TI V) ") rri Z O -0 rn 17 O -0 O -0 O 0 O C, OO c M Or11 m m 0 '.7 0 0 O D Cn a.X) cn 0) 0 0 :' m v) m . (--) 0 R* D i' .III m m G7 Fri D I - - W I D Z r - (/i m 5 c C rrl v m r- m j D Z O z c= -0A m O c7 0 cc,; ;0 00 0 w 0 ':0m m n m 0m p U) m �� � m aD 0 -I r- m Lo -I � 0 D 4" Q �r 0 G) Z V) -q C) Ti O v) O D- O o --- C--) -' X v 0 i D Z N ❑) D z M C) o -I Q TI C) .� m rT- -P i) x'Z) c)) "; C) " c) z � c Q � m c O al m j K r c m J c O T g D n O � D V, rr =1 rr- F-1 7) D D r 7. I- Z V) �. THE ABOVE DRAWINGS AND SPECIFICATIONS, AND IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY, ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER; NO PART THEREOF SHALL BE CONED, DISCLOSED TO OTHERS, OR USED IN CONNECT ION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WR TTEN CONSENT OF THE ENGINEER. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL C ONSTITLTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF -HESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHA VERIF" AND EE: RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE ML ST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWING:. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABR CATION. PORTER & ASSOCIATE'S, ENIGINEERING & SURVEYING3 1200 21st Street, Bakersfield, California 93301 661.32 7.0362 FAX 661.327.' 065 0 0 \\ �C � Z D \\ ry z 7. \\ 354.5 / i 55.0 I \ 1 \ 1 1 1 1 \ \ I , r r z Z rrl z x m cn �z \\0 Z rnX0 \ o � —I \ \ rn m \ z o I'\ o � 1 D 1 m ' O ' z ' U) U) O ' cn S 0 1000 I %�% 6AM % xA9 000 / I00 I 7- 355.5 355 5 35 V/ I 1 VI JI 00�' 1� D Zr ' m I \� jo �y `z. J: \2750H\Improvements\Tract 7254 PLANS\TT7254 GRADING\TT7254GR—C3D.dwg 07/10/14 trisf l i REVISIONS PROJECT ENGINEER: FWP 2 D C) PA REVIEW BY: DATE: `- i Om m / W / / 0) (Ion 0 �-4 � m �jZj \ Cn 2 � \ S 0 1000 I %�% 6AM % xA9 000 / I00 I 7- 355.5 355 5 35 V/ I 1 VI JI 00�' 1� D Zr ' m I \� jo �y `z. J: \2750H\Improvements\Tract 7254 PLANS\TT7254 GRADING\TT7254GR—C3D.dwg 07/10/14 trisf A // " -af\o x AS1 i5:�S i kp 0� �S C i %91, 3d0 -IS 'X`dW SS300`d \ I n> 0 r— �� D •cp \ � ' \ \ i m _ D mm0_"- I D0�� pL5n01 _- o �6 m -n Co Dmmr- 0 0 M ED ---- II II ycDnZ� 11 ch bo bo 3 Z L" C \ D D Z W 0 C1 C7 I I c -' - -T'I�i GRADING PLAN TRACT 7254 SOUTH HALF o QROFESS/ONgI ��F, ���p W- P ORr� Fyc -p, W M * RCE 33448 ��9TF CIV 1 L o��`P OF CAl \F l FRED W. PORTER REVISIONS PROJECT ENGINEER: FWP 2 D C) PA REVIEW BY: DATE: `- Om m - I T W z 0 0) (Ion 0 �-4 � m �jZj Cn 2 � A // " -af\o x AS1 i5:�S i kp 0� �S C i %91, 3d0 -IS 'X`dW SS300`d \ I n> 0 r— �� D •cp \ � ' \ \ i m _ D mm0_"- I D0�� pL5n01 _- o �6 m -n Co Dmmr- 0 0 M ED ---- II II ycDnZ� 11 ch bo bo 3 Z L" C \ D D Z W 0 C1 C7 I I c -' - -T'I�i GRADING PLAN TRACT 7254 SOUTH HALF o QROFESS/ONgI ��F, ���p W- P ORr� Fyc -p, W M * RCE 33448 ��9TF CIV 1 L o��`P OF CAl \F v (n ILI() Z � D O W D m D_ � Z < p � m=Z �z O ZD >m z cf) m C 0 CC) CJ 0 -,- (I) 00 > Z r 1 I 1 I PZ: I X X � X —NI 8 --4 r r- a F5 0 chO O O zi zi O w K it K 0 0 m 0 v v v o Z z rn m m O O _m D_ D m m m 47 p Z Z Z > D m mo z 3 n > -V m Q D —n O Z -Dj Z m Z 0 O = 0 Z A D 8 D m D O Z � Z ZO THE ABOVE DRAWINGS AND SPECIFICATIONS, AND IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY, ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER; NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL'JERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICi�'ION. PORTER & ASSOCIATES, INC ENGINEERING & SURVEYING 1200 21st Street, Bakersfield, Californi 661.327.0362 FAX 661.327 l FRED W. PORTER PROJECT ENGINEER: FWP DRAFTSMEN: LGH PA REVIEW BY: DATE: v (n ILI() Z � D O W D m D_ � Z < p � m=Z �z O ZD >m z cf) m C 0 CC) CJ 0 -,- (I) 00 > Z r 1 I 1 I PZ: I X X � X —NI 8 --4 r r- a F5 0 chO O O zi zi O w K it K 0 0 m 0 v v v o Z z rn m m O O _m D_ D m m m 47 p Z Z Z > D m mo z 3 n > -V m Q D —n O Z -Dj Z m Z 0 O = 0 Z A D 8 D m D O Z � Z ZO THE ABOVE DRAWINGS AND SPECIFICATIONS, AND IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY, ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER; NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL'JERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICi�'ION. PORTER & ASSOCIATES, INC ENGINEERING & SURVEYING 1200 21st Street, Bakersfield, Californi 661.327.0362 FAX 661.327 N 0 0 rrrrrrrrrrrr W - (,INNNNNNNNNN O (0 00 v 0) cn -p CA N -, o (0 00 r � rn j cn -p C4 N jrrrrrrrrl-rZ -� o (DODvp)(j1-p v I W N� rn cncnzzzcncncncnzcncncncnzcnzcncncncncncncncnzcncncncnc� 0 o O U. MNONNW J:\2750H\Improvements\Tract 7254 PLANS\TT7254 GRADING\TT7254GR—C3D.dwg 07/10/14 trishab NMN REVISIONS -'Ooh 2 r OMOD000OMOOW0-p-p-p-p0W o m (D O W O c0 O O (A m o (o o (o m o 0� O c0 O O O O U --: c0 -0: -? c0 (n W W W Cn N O Cn (A -' N W S -' -P -' W d c*5 O Cn -'Oo O W N _ - D (D 00 N)00�lU10co -� O CT, WNCA"-P, (Ti(nNN0)OD .�pu(n(,jN�WO(nZ OD Oan?v�U!0 ON olU1 (Jt�ID?O-'�(nCJ!00^?ODNC�U?U! N� WNN a� _O O W - W � OD O0-P—m 0 ---I D r oM cD 00 -►�N W CnN O o n O -W W OC4Cn -P O(„ NO - -'N WCn Oo WN_W4p O n (Z�N(DcnJ(DLncD000N�1(n000-,J0-p�.p0LLjD60-b' Oo0OaN ppp --IW 90 CA CA (, 00(oODCD � p(n-p Colo m WINDERMERE STREET - (FUTURE EXTENSION) SOUTH ALLEN ROAD / I I I , I / / I / / r / r / z 0 r < Dv m O z � �� r o <n C m D _ r m 0� M 2 C7 2 D cn rr m ;oD O m >N fTl , D N N 11 D N O) o W N (m n M V) U) o(nW II (J4 CA ON II oprn-p A � j fl.P 0 O !-4 (b 000 cn Oa r / /^\ ��rj� -NNOD W O W , Z6' l p -w w�(rcD w / ' �1 �'� N O (D N L2 \ W 380.13 r ` --------------7 / I / c N z I / z J, m y� m rn / a . / I r I I 00 -0 O DRj , , III I N n r---- \ / m -I 'd rLo r \\ 1 S I Dr � lJ I g I I i I � Ln -� ' r - - �,�. \ \ 2 86'' \�"` w , ' , S _ 1 r \ Cv / / / • 9S, F \\ S 0 57 45 W 406. 8 �' X \, . �� Z o: � t�'v p o -� 00 N00.57'41 "E 763.10' -P -0 O \\ "' 00 N00'57'45"E 820.93' I C �, �� -0 �"- rn I -- — / o N -0 N z00 00 > r (n \\ \ n r l m 1 II V) -v- L23 .� N00.39 03'E — — — — — — - BUENA VISTA ROAD -- ----z- --� _� - - _------�-- m I I I , �< 0-00 X� un cn -0 D_ 0 GRADING PLAN TRACT 7 2 54 HCP AREA FEE MAP QRpf s /o* /1 r- �a POR ti rri FRED W. PORTER * RCE 33448 PROJECT ENGINEER: FWP DRAFTSMEN: LGH OF CP,�-�� PA REVIEW BY: DATE: THE ABOVE DRAWINGS AND SPECIFICATIONS, AND IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY, ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER; NO PART THEREOF SHALL BE COPIED. DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY'NORK OR PRO.;ECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS N THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE: JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. PORTER & A. r- n o > Z m 0 g v I I 0 o O U. J:\2750H\Improvements\Tract 7254 PLANS\TT7254 GRADING\TT7254GR—C3D.dwg 07/10/14 trishab REVISIONS 2 D D `' m O m W Z O cr) 0 (n W M �� f!) _ - X� un cn -0 D_ 0 GRADING PLAN TRACT 7 2 54 HCP AREA FEE MAP QRpf s /o* /1 r- �a POR ti rri FRED W. PORTER * RCE 33448 PROJECT ENGINEER: FWP DRAFTSMEN: LGH OF CP,�-�� PA REVIEW BY: DATE: THE ABOVE DRAWINGS AND SPECIFICATIONS, AND IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY, ARE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER; NO PART THEREOF SHALL BE COPIED. DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY'NORK OR PRO.;ECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS N THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE: JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. PORTER & A. r- EROSION, SEDIMENT & DUST CONTROL PLAN TRACTS 7245, 7246, 7247, 7248, & 7254 WOODBRIDGE PACIFIC GROUP, INC. AK I LD, CALIFORNIA CALIFORNIA STORMWATER BMP HANDBOOK THE FOLLOWING CALIFORNIA STORMWATER CONSTRUCTION BMP'S SHALL BE CONSIDERED A PART OF THESE PLANS AND MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR AND QSP SHALL IMPLEMENT ADDITIONAL BMP'S AS REQUIRED DURING CONSTRUCTION. a II II J ��I L[0Dj04 ILNI�m C_7-6 23"1-7*L� z_ ~ 0 1 "C" '� C N� STOH MALE '� C Ix SCHOOL WHITE a: U 0 m o w BMP NO. DESCRIPTION i M a �UFZW U0 �cn a) L0 PROJECT STATISTICS ,���^/ U) O UJI` � Z wW=�-J zin � �w_Q mwz Lu x O w w U) U LL O �. `� N M cn M I=E—L 10 0� LOT 1 ? w C °d '0 o r Z O LLA No. 12-0133 . U cr Z Zoz��oz~w Z LL3 ¢� O U< m y 0 N ® EC -1 SCHEDULING ❑ TC -3 Q LU 0° LU co ENTRANCE/OUTLET TIRE WASH 1. PROPERTY LOCATION: WHITE LANE &BUENA VISTA ROAD zo a� CO<wj_wz a zOwww o: zQ o w p �' Z f M a ■ Lu TO BE VACATED T CO V F z W§ Q Z y- O AND REALIGNED` U Z OLLI H W Z Z— a Vwcn20 C14 0 r - cwi>>a¢Ly S Zzp < LLJ W = CITY OF BAKERSFIELD, COUNTY OF KERN STATE OF CALIFORNIA ❑ EC -2 PRESERVATION OF EXISTING VEGETATION ® NS -1 WATER CONSERVATION PRACTICES W p� Z> y m Q m p}MLUcAuawow w z SEC. 13 T.30S. R.26E. PART OF �I1'�LLAGE "F" i I WEST MING SPECIFIC I I PLAN I ❑ EC -4 HYDROSEEDING ® NS -8 VEHICLE AND EQUIPMENT CLEANING 2. LEGALLY RESPONSIBLE PERSON: JEFF EITTREIM ❑ EC -5 SOIL BINDERS ® NS VEHICLE AND EQUIPMENT FUELING SIERRA OAKS PARTNERS. LLC -9 27285 LAS RAMBLAS. #230 ❑ EC -9 EARTH DIKES AND DRAINAGE SWALES ® NS -10 VEHICLE AND EQUIPMENT MAINTENANCE MISSION VIEJO, CA 92691 (949) 254-3225 ❑ EC -16 NON -VEGETATIVE STABILIZATION ® NS -12 CONCRETE CURING 3. QUALIFIED SWPPP PRACTITIONER: ® SE -1 SILT FENCE ® NS -13 CONCRETE FINISHING (RESPONSIBLE FOR SWPPP ❑ SE -2 SEDIMENT BASIN ® NS -14 MATERIAL AND EQUIPMENT USE IMPLEMENTATION) ❑ SE -3 SEDIMENT TRAP ® WM-1 MATERIAL DELVERY AND STORAGE ❑ SE -5 FIBER ROLLS ® WM-2 MATERIAL USE 4. QUALIFIED SWPPP DEVELOPER: FRED W. PORTER II ® SE -6 GRAVEL BAG BERM ® STOCKPILE MANAGEMENT (RESPONSIBLE FOR SWPPP PORTER & ASSOCIATES. INC. WM-3 PREPARATION) 1200 21st STREET ® SE -7 STREET SWEEPING AND VACUUMING ® WM-4 SPILL PREVENTION AND CONT -70L BAKERSFIELD, CA 93301 (661) 327-0362 ❑ SE -8 SANDBAG BARRIER ® WM-5 SOLID WASTE MANAGEMENT 5. PROJECT TYPE: RESIDENTIAL DEVELOPMENT EARTHWORK ® SE -10 STORM DRAIN INLET PROTECTION ® WM-6 HAZARDOUS WASTE MANAGEMENT ® WE -1 WIND EROSION CONTROL ® WM-8 CONCRETE WASTE MANAGEMENT 6. DISTURBED AREA: 155.81 GROSS ACRES ® TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT ® SANITARY/SEPTIC WASTE MANAGEMENT WM-9 7. PROPERTY BOUNDARY: 152.08 GROSS ACRES 8. AVERAGE DAILY 4,500 CY (APPROXIMATELY) BASED ON 120 DAYS OF ROUGH GRADING ® TC -2 STABILIZED CONSTRUCTION ROADWAY EARTHWORK THROUGHPUT: APPROX. 1,000 CY THEREAFTER FOR FINE GRADING, UNDERGROUND CONSTRUCTION, ETC. a II II J ��I L[0Dj04 ILNI�m C_7-6 23"1-7*L� z_ ~ 0 1 "C" '� C N� STOH MALE '� C Ix SCHOOL VICINITY MAP NO SCALE PM No. 11861 -4861 R-51,35 "B" 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 STABI'-IZED 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. WPPP BEST MANAGEMENT PRACTICES GENERAL NOTES: U w WHITE a: U 0 m o w i Z U a. z W O W F LLI Lu w w zy w t�1 O i M a �UFZW U0 �cn a) L0 wZo>mc'�a FO2- VO��C�7� ,���^/ U) O UJI` � Z wW=�-J zin � �w_Q mwz Lu x O w w U) U LL O �. `� N M cn M I=E—L 10 0� LOT 1 ? w C °d '0 o r Z O LLA No. 12-0133 . U cr Z Zoz��oz~w Z LL3 ¢� O U< m y 0 N w E ���----------------__�AMp�S ��i�/j� m _ Z s _ Q LU 0° LU co _ L" wwxx W w W Z NO L� IQi N zo a� CO<wj_wz a zOwww o: zQ o w p �' Z f M a ■ Lu TO BE VACATED T CO V F z W§ Q Z y- O AND REALIGNED` U Z OLLI H W Z Z— a Vwcn20 C14 0 r - cwi>>a¢Ly S Zzp < LLJ W = CL �i LOT 2 11115,i wFC �t=W2�ZQ�Op �i I0 LLA No. 12-0133 zP 3 >�wZ 0 O0ww am W p� Z> y m Q m p}MLUcAuawow w z PART OF �I1'�LLAGE "F" i I WEST MING SPECIFIC I I PLAN I VICINITY MAP NO SCALE PM No. 11861 -4861 R-51,35 "B" 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 STABI'-IZED 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. WPPP BEST MANAGEMENT PRACTICES GENERAL NOTES: U w N a. LL a: U 0 m o w Z U a. z W O W F LLI Lu w w zy w t�1 O U) caw W O=DFLon M a �UFZW U0 �cn a) L0 wZo>mc'�a FO2- VO��C�7� ,���^/ U) O UJI` � Z wW=�-J zin � �w_Q mwz Lu x O w w U) U LL O �. `� N M cn M I=E—L w U �W�a)o0�o co ? w C °d '0 o r Z O W U cr Z Zoz��oz~w Z LL3 ¢� O U< m y 0 N C-) viwofwwviujmz0 0 � z 0 �i CD Z5 tan U W wi'Jm~FnxcAw ��i�/j� m _ Z =�In �2zZw Q LU 0° LU co oz_w000m o o��Q�Qm0Zoa wwxx W w W Z NO L� O�pOpW¢�OC aaU N zo a� CO<wj_wz a zOwww o: zQ o w p �' Z f M a ■ Lu � m z a F W> 0 w 0 ZQZ T CO V F z W§ Q Z y- O Q U Z OLLI H W Z Z— a Vwcn20 C14 0 r - cwi>>a¢Ly S Zzp < LLJ W = CL z�O�iiC�Oa0E- a�uj2 wFC �t=W2�ZQ�Op � Z_p2UtAw=a,LLw �zQ02>o 0 c >�wZ 0 O0ww am W p� Z> y m Q m p}MLUcAuawow w z wwo�wzLuz �'cc0. o FF_oa�UintYQ 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 l TILIZED. 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 ELItAINATION 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 CO\TRACTOR 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 ERCSION 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 IVAXIMUM EXTENT PRACTICABLE (MEP) THROUGH DESIGN AND IMPLEMENTATION OF THIS PLAN. 11. PORTABLE SANITARY FACILITIES SHALL BE LOCATED ON RELATIVELY LEVEL GROUND AWAY FROM TPAFFIC 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. 1 A ri Wct) N a. LL z � Q � w m a� �m �i Lu W W , w N �i LLQ a a a. qqT LO N ti 06 06Z 00 wa N �O W qqt Lu ZD N J O U �` I- OU) q4t w o cn U H m z 0 Lu DATE 07/09/2014 PA JOB No. 2750H SHS- � OF 3 SHEETS PERIMETER OF DISTURBED AREA -- - - - 7 7TYP - -- -- 1 -- -- --- 1 2 � 1 i 5 11 I 6 7 8 910 11 9 10 1 11 12 13 14 15 16 17 1 g 18 1 Mil 7254-2 \ 1 ' GAZEBO _ COURT \ \ i \ - _ _ _ TYP. 3 ! 3 - - 7 - BLUE - - GRASS LANE i I 1 1 o 1 4 3 2 1 a 14 26 25 24 23 13 12 622 21 20 197 MM 7246-2 --- rr 1_ _ --- - L - •- - --- 1 I 1 5 �\ 1I 30 I � � I � `I 1 29 31 32 33 34 35 1 7 8 I I g 1 28 10 1 / SEE DETAIL 3 , ♦` ��PERIMETER OF DISTURBED AREA 1 TYP. 3 \ \ IV 11 - LAUREN COURT \ 1 I ' _CE _MO NGRASS CIRCLE \ ;' / \ TYP. 3 NOT A PART U_ w != LL U- p FCUO w000 0 O T5 m p J ui Zw U Z w p W Q 0 Z r. (AmWZF-w��p a dv~ZaZOp C4 M 0) L0 �to wZOj 1011T 011oy t /(V"