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1.7-7029 Ph 1 & 2 Revision
Y TRACT N0. 2222 TRACT N0. 1798 I 1 NET%• AN ENCROACHMENT THE PERMIT SHALL ! BE OBTAINED FROM THE KERN COUNTY PUBLIC y S ^ ^ I 1 w I MAP BK. 10, PG. 138 WORKS DEPARTMENT FOR TIE-IN TO EXIST STREETS. MAP BK. 9, PG. 39 , �'` 1 I I 9g NOTE: ANY ENCROACHMENT BY SIDEWALKS OUTSIDE STREEET aP I The GRADING PLAN a3 shown On this drawing IS hereby approved, G 1 the Public LOT A RIGHT-OF-WAY WITHIN PROPOSED PUBLIC UTILITIE38PEDESTRIAN A 1 1 subject arty indicated COrreetiana or addNOns. Approval by 91 WALKWAY EASEMENT SHOWN ON THE FINAL TRACT MAP. COUNTY OF KERN o t P n I i VI ks Department and Building Department Indicates approval only 9° ST C.B. p^ ,yy bry"' °o 9 VARIES 48'-84' B -Y 11-12' ( !• _ ( ( -sign criteria used and mmormancetO CM Standards C VARIES 5'S + •y 7 ry I N 1 1 el Fn n eer fm the suhdiv der W 0evel pe Ai '" SAW WT N N +' Ory 589'30'S5'E 874.2T'�ry .y0 4� +a0 N1ry M ° 1 0 VARIE 38 LANDSC 'p ( + 9 / +� 9 1 n� 1 I 'aClp. UnS IDr 1n15 Vun i n I nil - Lltut +�^Oy //\ ®^!• !4 O^b +b0 .O� + 'h ,VO 0 II �O,a� i 11 '•,., y^�.�]Me�i alter cwllpletxnl Wthey J 9 �- SLOPE VAPoE52R-4:1 MAX EXIST PAVING TO REMAIN EAST PANAMA LANE ! 341 / ` A R / ` CITY OIIIBAKERSFIELD 1 20' I 1 + I 1' ""'' u°EDB" 0.45' TYPE 'e ASPHALT CONCRETE 1 a^ / \\ p / °@ \ 1 20' 1 18' 18' 1 ro 1 I 1 / 0.80' AGGREGATE BASE R - 78 MIN. 10 If \ {I 1 ^• ry 1.25' NATURAL GROUND COMPACTED r o'` DRi I ! 1 V ✓ �! li �? ! 1� \\'I °jR i oI ✓ 1 9 1 I 1 are To asR MAX. REL. DENSITY NO ! __-_.1____-_-__-- ____ 11 \\\1111 g I ____________-__,7 _______- fI I ___'-- 6^ ii i 7, a p R/x ry° ,yap I IeP' I ______-_________-F____ 1 1 II b �" - ! -_ 't- 11 - 11 h I =- 1 _ 1 ! I Building DB �aMIeIN Cate 9t' 5 L/S Q. ( EXIST i/2 STREET m LOT 0! t, I I Op• \ S / I 1 \ I s / I' I PER TRACT N0. 6885 VARIES 34-38' b I ! 1 58.5 \ A° li 1 1 I I s SEE PLAN VARIES 3,58'00.20%=0.01' ' 1'�1 --' y ' @ ° wz` ° e \I 91I i -- �-- l^o�pm l ( °oa o• zX is 1s-a,X NDSCAP M ---------------------- ---------------- - ---- - W -- 1 %o J. 1 ¢- .5e' o o.z0% = 0.01' NW RETURN GUERRERO VII io-P - - I ; - �a II +°-- -----------20 18,!18, 20.1 + -- +'b° -T-- - a---- - +-� J R, , 1 e p , 1, 1 + ( l SAW WT &MATCH SLOPE VARIES ZR - 4:1 MAX & EZEQUIEL DETAIL a° @a�' ; 20' 1 18'!18' 20' I a°' D I I I! I I I SHOWING A.D.A. COMPLIANCE 8! j D M I ° I o I I °> i I°`� 1 e� . SPARKS STREET - HALF SECTION __ @ 1 1 �' 11 3I� I D A �' l D g l ^'Ips 0.50' AGGREGATE BASE ASPHALTCON78 MIN. ZiI i I e I II b°' I o ,� �' I°o° @o! j'b,1 I ro , y°' i 0 0.70' TO 5X uX� DE SITYYm ash' o o.zoX = o.m' ! I - ---- -------------t o --- ------ -----------�-- \2 II 9�Iw / \\� _ I - I , HI �- ___________________ A____L_-_ N _ .l _ -___-__-_____________SF___-________ ___________-____ ! I ! ! 0.50' + 4.5' O 2X = 0.59' TYP i + __ ____ (p�� ,4, __----------'--- ?9' I6' ' I O I (i I .71'CiN I )1 t'--_- lY ! I I ' I ---------- to I 1 q I I W I Ii .50' + 4.5' O 2% = 0.59' TYP I ! 90'hh'D 1 tl I I D li - I , I li I -I 10 1 ! rT1! I 1 I 1 Iry o 120' 18' 118' 2D' ! I, D i i'+, I I 9 ry ( 1 256' O 0.20% = QOU 40' CURB - CURB STREETS 36' CURB - CURB STREETS cAra eASN �r I e' b1^ ' ry i' I p1 I I o I ^5 N6 Z I RETURNS ® LEO w R/W b°' spry to°• t `e BOTTaR = 53,15 I ^ I�• TWE "A' CATCH BA9N ��110°' o °�' R ! ° I' ° °y> I eo" ' ! ___- # j & GUERRERO DETAIL m = w I BOTTOM sa15 I Ib°' °o@!�^' 1 - +(+ 1 z y 11� -- _ _-- 1 4P� _ -- ( Q I SHOWING A.D.A. COMPLIANCE 6fv if ---_ ---------_---- !---------------------- -. 9 - - r 1 4.65' 0 0.256%- 0.of io' 20' Iw 8' CUL-DE-SAC INVERT- 52.79 9 1 .42 18" R o o.nX '- ' I po• p 1 (TI 1 I c `m 51.50 iB" ! 1 O O b RCP 0.11% 1' " @@ MANHOLE 0.2008 1 °^ ' 9 ��� 3,74 s)1q g 1 .- a�' 0.8008 0.2008 o 1 2X 5X MI 2% (3.48 MA _c=z 11 INVERT = 5 9y °�' g0' d0 d h - i2J.84 LP 18'-.-_ _--_- -_-_-- x'37' L_-_-_-L�' Q80a[� 1 ( 4? I O RCP 0 0.20% O S a ,_ _-_-_ O -- _-_- i N i.7s3X N ? II 5+•66 ! @� °7�° 11 m oo .p 0X3,o �°M ' 1 -------------- I (0F) ( I 0.56 + 4.5' 0 2X . o.SW TYP LOCAL STREET I I o' ., GUERRERO AVENUE d SE RETURN GUERRERO I @O 'Ra�� _ �q°p I z3.az N ph -i -- j Z j i o°9' ! 0.20' TYPE "A' ASPHALT CONCRETE • I I 0.50' NATURAL GROUND COMPACTED ® I - TYPE 'A" 5T BASIN r 0,40' AGGREGATE BASER = 78 MIN. & ZARAGOZA DETAIL ! II / @aa TYPE •A• N ° 3I op = 7�M o I p1 1 ; I I i :� ; ,�� M SHOWING A.D.A. COMPLIANCE I � CATON aASN � � __ � y_ _ _ I 1 ___ �� 1 1 f, I ° Is°^,�N9' � i $' ' ' _ y ' , I ^ I D I 1 4 ABS' O 0.20% = 0.01' lb 958 MAX REL DENSITY a______-+ .r___-_ ___-__ __ 1 API @4 BOTTOM = 53. I� � 1 8° R' i + (�0 �ry I I 1 I + I^ + + 104 GpI '> a / bat--- I ° i b°ry I + I �V%'1 I + I r I 1 �" 6• L I II 1 I& NI I /i i i I I ______ r 1 I I 1 I �CP a� I o � I I i ' i i SPARKS STREET Id '! fi I a> _-_-____-__� !71`#" 1 { i i ;PHASE i i i i I i 41` I I D 1 1 i I I II i __ _-_ ___._. 11 la f$ 'K if { i I i i 1 i I l I C) I b o ,,01/ I �,I� I `-' i i i ' t i N��e Me� li 5 l/1 {!1 + > A a D I 'd 14P 1 1/ i �T i 'e°� i i b°+' i i s> o N I 1 1 I 1 l� ' 1 1 _r_--_-_--r-__----__r____- r,.r_-r_-= •�---' f _---r_-_-- _I _ -_-- I I 1~ �> 16, --____ ___r________ ____ _ r___�________-r r-_---- 3i i ^ 9 + \ 12' x e" 4' WIDE x 8" THICK y1 /' ?{I•� 10' i ^ry ; I -y �___e 1 - I o I 1 I^° "' 1 I �II 1.�� /� / Y) 1..1 / 8 5R 1 I b r 0� I I I ,per° ^ t btl" Z b 1�� MOW STRIP COTTER w 2" INV. IN ! 1 I 1b' IN I I I ! i G 1 I I I '!' 1 ! DRIVE AISLE I! !, 120' 1 18'' 18' i i i ' I i I , ' 20' i r _ i I Ci I 1 I 18'18'1 y .jcn1 i D D , 1 , ( e (, 5 ` Y 1 l 0.40 AGGREGATE BASE R - CONCRETE I. 134 da I 00"! � I I i i i i ' r I i i 5 l ^,> � _____ _ 0450'NATURAL GROUND COMPACTED I i r 1 1 1 _ J I ------ TR - ' - ! i ' � 0° I i i i � i i I � - I __- ___ TO 95X MAX REL DENSITY I END 1) + Qct Oo'10-_ 1^ ' I I i ' 1 I i ' I I, I o' ---------------i ' i ' i i 1 1 B LJ ___ ��- I I h i �. I I b I i i i ^ i i 7 1 91' 1 I - I � LTi i I! f� 1 I ' "^-I-_---'r ' i �I i O,• i b,. BiRI I I 1 I ffiw (D N f I I v 1 -{-------I r I ----- 1 � i _ ' N' I EXISTING � I I + r 1 ! ' g O BEST MANAGEMENT PRACTICE I r i o• r 1 N G I v.y DEVELOPMENT I SEE SHEET 2 N I I I 0'7 I r I O 1°i � 1 1 ! I__I NEW PAD CO "+LJ 1 I 0 + •(L`�l�� yo: IRs. 1788 @ 2222 0.5' MAx I b^,�O'-�---_--__ + I MATCH EXIST GRADE AT PA 'CO 0"0 as00% o.AEI/ 1 °'@ °0 1 % + �uEW PA I$Ew aA"XD NOTES: I--- b S89'31'28"E 0 e° �• °P •e I DEVELOPMENT ADJACENT TO DEVELOPMENT ADJACENT ALL PADS SLOPE 0.5% MIN. REAR TO FRONT Z (n N„ \ 0 _-_ s �- - _�-- _ 91_-_--_-_ _ _ _-_-_-_-_/ i I EXISTING DEVELOPMENT TO KERN DELTA CANAL I1J j Xp ojl 1 \ 1 °0' GUADALUPE AVENUE,/,p: n 01 OJ 1b 0 ------- \ / ! ALL CURB RETURN SLOPES TO 9E O.S$ MIN I- I ®I) 1 \ 3,g' +p +� o_zaoX .a' r 1 SECTION A -A SECTION B -B ALL CATCH BASINS ARE 3.5' OPENING = i I mid I Q_ ,_ a._______I: �v I • , 1 r I -- I o NII 1 1 1 I 1 l I I ° ' \t `\ 1 \'t bb 1 LL I xal! itACK 1 +'I 60' / , , I I 1 �_____ ' I i �` ' ' `\ 16" N' 1 1 HIGHER PAD I e,amoL•Wu1 1, I 1 1 1 1 I i 1 I I b+,F ( I i i i i i+ I 1.1' MAX 27 I Mx if b ' I TYPICAL LOCAL STREET I D D LOWER PAD 1 ryh 09• 1 +10' CHRISTY U43 WON BASIN I I I 1 I I ' I , '' I REAR AND SIDE YARD SIDE YARDS LEVEL BETWEEN LOTS M¢1'7HOLE N (� WA143 WELDED GRATE I ' i i i I �. I i i �\ I I ! OF NEW DEVELOPMENT PARALLEL TO STREET (TYPICAL) ' u INV. 18" PIPE q 5208 ' 1 1 1 I ! JNVERT - 61.95 _ TYPICAL LOT •$ sT� sT If PHASE - -_° 9.1i:y.F s_ o o.n ' ! 1 ; ' o ; �PH%ASE LINE 6^p C i^° ` ^° \ j I SECTPROPERTY LINE TREATMENTS D -D DETFINAAIL II __ N STREET 15_ L - -- =®. I a� -- �1------- ------ ---- I--' ---- - I - b\ -- ! I I RECEIVE° ```; �____ _' -- ! O O 1 f • 1 e ^ '-_______-' t _ bdl ° O __-____ O I ( ! SOUTANDARDSPERTAININCCOTHEREOF AND PRELIMINARY SGILS REPORT CODE AND 10. ALL WT AND/OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL CITY OF BAKERSe;... SAMAN STREET 1s.o0 LF z4' RW o o.3aX o°' °MAY 16 1. ALL ING SHALL NFORM NTH IX J - CALIFORNIA {70 M) O ( 00 B AZAN & ASSOCIATES TO ONE (1) VERTICAL. a / %' \ T oO° �1YYY o F.F. 60.40+ ; F.F. = 60.60 I , I I I ryo° i , O' yOp' I INC. DATED JANUARY 7, 2015. BUILDING DEPART, rV'`� , I •? 0°' I 16' { F.F. = 60 , I F.F. - 6b.80 F.F. II= 61.00 I F.F. ,L= 61.30 I RO ++ I it. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL flLl SLOPES. ' p f 1 I I , I F.F 61.SO + ! GR THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING xi ! 1 I -- 1 ° I I ! ING AND COMMUC710M TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, 12. DEVENTER TERRACES SWALES WITH THREE (3) FEET MINIMUM WIDTH AND ONE 1 (``V^y�,r O I O I I +� ! I SPECIFICATIONS AND CODE WITHIN HIS PURVIEW.OOTMUM ( ) x' ' \ °O 19 @° I to ' @ 1 EXISTING MIN(TERRAIN DEPSLOPES TOWARD TARE REQUIREDOP OF WUT WT AND FILL SLOPES WHEN 91 , I i I - E SEMEN --- --- - -_-_ __ ! 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE 1 !- _ ! IF W GE E SEMEN -- --- --- --- ---- - AI I e' - --- - --- -_- _____-.___ ! ! WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE. VA ES 65� 1 16' ^ I bo DOC. 0. io �^ ° 1 ER THAN FIVE TO o I 13. FILL AREAS SLOPING STEEP ONE (5:1) SMALL BE KEYED AND ! ! BENCHED TO SUPPORT FILL. ----------------------------- yl ' W '$' I I °� ' g B88'3/'28'E g°' gq� t0 ^0 1 I ! I 0. SURFACE DRAINAGE TO BE ONE (i%) PERCENT MINIMUM TO APPROVED DRAINAGE �i' OO• 00' I FACILITIES, EXCEPT AS WANED BY THE BUILDING OFFICIAL -_-_-__-_-_ _-_-_- _-_-_--___ I,I �I _-_-_-_ _- _-_- _-___-_- __ __ ( ( 13, ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY OF THE 3,I ; In °!°' 0.200E b9" 996 915' I I I 5. CIVIL ENGINEER, GEOTECHNICAL ENGINEER AND BUILDING OFFICIAL WILL BE NOTIFIED 'TOP OF EXISTING ANO/OR PLANNED $ODES. ;I In b b0• 16� ! FORTY EIGHT 48 HOURS TO PLACING ANY FAL MATERIAL. NI I I II 60. I ! ( ) 1 5. ALL SLOPES IN EXCESS OF ( THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT Y � - _ -- --- -_- `- -` - -- __-_-- --- -__ MINIMUM DEPSLOPES TOWARD STOP OF CUT. AT TOP OF WT SLOPES WHEN EXISTING TERRAIN ni i I V_ @° -- --- -- --- ------ -- - -- -_- -__ 1.__ 00 O I I 8. ALL FILL D BE COMPACTED TO A MINIMUM OF NINETY APPENDIX PERCENT MAXIMUM BI 1 d i' I V_ I 00 ( y •@ .) _ -- ` O I % ! ! DENSITY AS DETERMINED BY APPROVED METHOD PER APPENDIX J OF THE CURRENT WT. xI r D. , S b0' lO p I CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOILS _______ Xyi I N I 0b'' .y0 I ENGINEER. 16. APPROXIMATE GRADING QUANTITIES' WT 23,300 C.Y., FILL 19,800 C.Y. �O� QUANTITIES SHOWN HEREON ARE FOR PLAN CHECK PURPOSES ONLY. .___-_____-_____-_ 111 I 7 I I ' I .yh ++ ! 1 7. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (B) NO OTHER SIGNIFICANCE IS IMPLIED OR INTENDED. ----------- F.F. 60.20 I F.F. = 60.30 I F.F. = 60.50 I F.F. - 60.70 I F.F. = 60.90 I F.F. 61.10 I F.F. 61.30 ^ ' ( ! CONTENT BY COMPACTED THICKNESS I METHOD. D COMPACTED AT A OPTIMUM MOIISTURE 17. IF DURING CONSTRUCTION ACTIVITIES OR GROUND DISTURBANCE, CULTURAL RESOURCES ARE UNCOVERED F' /'� yi I I CD I b I o I - I i i _ ' I 1 Ro i F.F. - 61.50AN ^ x1 I I Z I 1 0 I I ' 1 I ' I i I I THE SUBDIVIDER SHALL STOP WORK AND RETAIN A QUALIFIED ARCHEOLOGIST FOR FURTHER STUDY. SUBDIVIDER SHALL A F1 I -------------- I Q) !09' i°°' �+�' i �- I I I 1 ! ! ) 8. ALL FlLL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE NOTIFY THE PROPER AUTHORITIES AND BE SUBJECT TO ANY MITGATION MEASURES REQUIRED BY THE ARCHEOLOGIST. _--___-____ _ ' ----- ----- I ----------- , ,b° i00 , ! I MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) ___- a_ ______-___ ____________________ _ --_------__- I I 1 m l g___________ _ O 4-___--_-__ -_-_________ _____ I ! I LACHES. °°• I PHASE °°• I ^° I ^R• , �_ _--- _=^ i , m ! ! + 1 I I r LL 9 I _ 1 I , b ' 0' 1 b ! ! ! 9. FACES OF ALL WT AND FILL SLOPES SHALL M EXCESS OF 5' BE EROSION. ROSI N. WITH A Q I o I 10 $ I I I 1 I I I I I I ! I ! GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION. n F.F. = 60.50 I I IA ' i ' ' i a 3 ! 1 ! 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE 1 I I i I; 1 I & Nx N I ^ ; F.F. = 60.70 I oo F.F. = 60.90 I F.F. = 61.10 I 1 F.F. 61.30 j F.F. 61.50 I F. 61.70 I nF.F. - 61.80 ! ! OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION gg 1 :i' I O, IO I b0 h0 ! SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE O ' I I I I , a p ! SECTION MAY BE NOTIFIED AT 661-326-3049. NATIONAL POLLUTANT DISCHARGE EU KNATION SYSTEM NPDES I 1 I Y l 1 ^3,J N n (O 1 M 1 I i ' 'T I 1 6 r'X2 3' ! ( ). I I t 3,r I I z - 1 h I�' - 1 I ' t I o° + ! A "NOTICE OF INTENT- (NG) TO COMPLY WITH THE °O 1 qi 11 I M! O� ' ' I - > i + I + I ! COMPACTION TEST NOTE- COMPACTION TESTS SHALL BE THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM a =; 1 I(✓ SF $ ( - - -- --- --- -P - -- -- --- ___ __ -__ __- _- --- -- I ! 1 RESPONSIBITY OF THE SUBDIVIDER/CONTRACTOR. THE NUMBER WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB _i _ I , tl1 i xxxg 1 -H0°! ---- -- - -- -- --- -_ __ ! AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED ORDER NO. 2WO-009-DWO AS AMENDED BT ORDER 3 t 6 a 2 LI: I o °'�1 (p p O I ( I BY THE GN ENGINEER. 2010-0014 DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED 10 ,0 O O I ! WITHIN STATE WATER RESOURCES CONTROL BOARD IN i V) I Iy� t I d 1 �Ta I O ------- 0 ----- -- _-_-_-_ °�__-_-_-_ #_ S- i'28'E b°' bOL' O'S O ,0 ! ! J AN OPEN STREET PERMIT SHALL BE OBTAINED FROM SACRAMENTO BEFORETHE BEGINNING OF ANY CONSTRUCTION to M u ---- -_-_-_ _ _-_-°� - - I I ! TIE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES PIAxz aoeD "'� (J' I I oI ry O ! I ' °•'� °� '- O� e�' O'200R y9' Wx20' DACE (TYP) w/ BUMPERS 903b - FOR ANY RIGHT PERFORMED WITHIN CURED G ACCEPTED THAT A STORM WATER LY CARRIED PREVENTION PLAN SWPPP) BE ( ' re t6 u N bop CSO I STREET RIGHT C WAY. UNLESS SECURED 8T- A SUBDIVISION PREPARED, CONTINUOUSLY CARRIED WT AND ALWAYS BE • 1 _ __ ___ AGREEMENT. SECURITY K PE IXJ AN AITHIN RIGHT ENGINEER'S AVAILABLE FOR PUBLIC IN6PECTON WRING NORMAL _______-____ t U43 BA N ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY CONSTRUCTION HOURS. WASTE DISCHARGE IDENTFlCATON WDID) E2 3 FA Rnex Rmn @ - 1 I I 1911 I ! ! L .) ,�y .! - -- b0' , �� AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO NUMBER 5F-i5C379790 HAS BEEN ISSUED BY THE STATE WAIE(F H 2' F ,gip M i �_ i I I I 0° ------.-_ '� ' •° I ( ! ! ISSUANCE OF A PERMIT RESOURCES BOARD FOR THIS PROJECT. t X I r �1 ' 1 I I ( i i I I I h1 ^°> I ! THE LANDSCAPED AREAS ARE TO BE DESIGNED AND GRADED THIS PLAN IS NOT A SITE UTILITIES APPROVAL n & zs axa Cn t� LLJ I 1 r 1 I I F.F. = 60.50 ; F.F. 60.70 I F.F. = 60.90 F.F. = 61AO I I i I ,„�p' ! ! TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK SITE'. CO I I I F.F. 61.70 I F. = 61.$0 I I + + ! FOR THOSE AREAS OVER 2% RETAINING WALLS REQUIRE SEPARATE PERMIT 3,4 GRE' p 1 MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL CO I I I IR1X 100' 1 I I ^ I ( I. 1 I OR STRUCTURE SHALL BE 4;1, EXCEPT FOR 2' BEHIND THE SIDEWALK I J ! WGERE THE MAXIMUM SLOPE SHALL BE 2X ALTERNATIVELY, THE CITY R0'D w crorscro i ;1 If I 1 ! ------------- --= -------------------_---_ COMMU EVELO MENT _ I --- ! ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER NOTE: BREPREVIOU9LYGRAOEOUNDERTHIBPERMIT -- - ------ 1 ! I ISSUED FOR FEES PAID 1 1 r I I 1 LI:? O• 00' t I O ! METHOD TO PREVENT EROSION ONTO THE SIDEWALK. to N t2 T e a b I bTO BE Y SE AR MIT 1 ss =tl D la: ! I I ( i i d° I NO. B7 -400 06 I ' °^?f- I I I 1 I 1 I II I , I I ! ANY ITEMS 6R PUBLIC RIGHT-OF-WAY WAY THAT ARE DAMAGED OR DO / i r I tlI I I I A IES 65' I 0016' 16' 1 I ; I ' N07 MEET CURRENT STANDARDS SET BY PUBLIC WORKS NiLL REWIRE i5 u 138 a 'n Qt6 is M 60 90 ' I ' I ( REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER, x o 60.20 F.F. 61.4-0 F.FI' m F.F=62.20 !! op1 II I ! UNDERGROUND SEROL ALERT BE CONTACTED TWO )E GN WORc DAYS PRIOR (1-800-612-24) R29C " , ey b° 1 °1°0 l ry lyo 7 _ _ - ---- -- --- -- i 'R I .!ry°. ,. i i LEGAL LOCATION MAP -- -` -" DESCRIPTION � - --- -- I -� ------ - o -- -- j GRAPHIC SCALE N.T.S. \\ �' beg 009 oo^p o® 1^ ip I e / j ! I nKwnaaL� w a ss 3,o ,00 y� PARCEL 3 OF PARCEL MAP NO. 11250 PER PARCEL MAP BE. 55, PG. 103 ! \ _-____ _--_,__--_-_ _-_-_-- __-_-_---- _ 5-31'28_E - 0' 00' �T• 00- 00• ! I I BEING A PORTION OF THE S.W. 1/4 OF SECTION 20, T.30 S., 8.28 E., M.D. , W THE CITY OF BAKERSFIELD, KERN COUNTY, CALIFORNIA 2 19 i \ °a' �• �• 0.200$ Sago bob ; --1� ---- ! ! ! .ION ' PARK �® „'� j g� •- 1 I I CONTAINING 30.17 ACRES, MORE OR LESS (LIFJj bo' __ _- ____ _>__= _- -___ _ _ p1 1 such FEET 73 LOTS, 68 SINGLE FAMILY LATS, 1 MULTI -FAMILY LAT, 4 LANDSCAPE LOTS O• i ° - ' --- -- --- --- --4wL b 1 i i BASIS OF BEARINGS F.F. = 60.90 Rio F.F. = 61.20 F.F. = 61.50 I w I i iO 1 I 1 BENCH MARK USED o°ry I I I F.F. = 61.70 1( F.F. = 2.00 I (p F.+JpI�^11" 1 I TOP OF CONCRETE MONUMENT IN LAMPHOLE 0INTERSECTION OF I CON' 0° 00 IOOp I i FL °>! �tn I P3i b^' ; W +"1{"� I I EAST PANAMA LANE AND SOUTH UNION AVENUE °°• 1 ' > 1 1 b°'1 SEE WALL PLANS APPROVED ; DOC. NO. 0217177377 ^� - � ^N ; ^, ^ ! I = FOR TRACT No. 7026 ; B10 GL2 ^ 1 ° I° • y ° y! ; I I BENCH MARK 61.36SETu.s.c•s. {��)y- NE CORNER CONCRETE ENCASEMENT 0 INTERSECTION OF ° 00 0^p0 ^�° 0k _ y' N T,, ©� :.� .-y00•� PAVING I NE PER I ELEV. = 362.32 U.S.G.S. ^ 0.200$ N IN - ^ 9 0 0 ^ __-1° 1 �-- �;v-___-_ .m __-___ FAST PANAMA LANE AND SPARKS STREET 91 .S41 7 .y00 a yb .Ty 0 0^• q0 0.2008 ,ems +�. ^^ o!i 9,7 b'L' ryp'/l'T��-0200$ O,L, 0,LT ry,LO 0 �+ 1 CITY TRAFFIC ENGINEER I i'4' �^ rory •s°`b�� ro LIMI'POF GRAD + �./ ,s +° !oo _-T IlIa° +4'. I `R•' N M N N 1' N N N1 ry0 ,yo ^O y", I p0 pm 10 01' Ory Oryh b r.---}_--_... ----------- ---- '� - +� °O-__-__+--_ _- ' '�� t --___-h• �^r �•S. gyp. + �pr3tl _•-_ . , . N8931'28'W 989.58' EXIST PA NG CA EAST PANAMA LANE THE BEARINGS OF N89°3128 W FOR THE CA OF EAST PANAMA LANE. RECORD . PER PARCEL MAP NO. 11250 PER PARCEL MAP BE. 55, PG. 103 THERE WILL BE NO OFFSITE 8iTE PLAN REVIEW OUTSIDE THE NO. 17-0401 APN:414-190-22 BOUNDARY OF THIS GRADING PLAN. qq GRADING PLAN FOR DISTURBED AREA 30.17 AC TRACT NO. 7029 PHASES 1 & 2 CIVIL T ENGINEERS FWNOATON DATE 10-31-16 Robed ]?ELMARTER AND ASSOC. 08(9 20WSTW9N0 DRIVE SIE 'C' BAKERSFlBL. CA. 93301 6-23-17 PRONE 327-1466 FAX 321-1452 NO. 140911 AN2 J.K.D. LANDSURVEYOR �- 12-1377 �" PROPERI u1NE' su9mWslau SHEET 1_OF2- JAMES K. DELMARTER aT)RANO R.C.E. 17564 DRAWWG FILE GATEWAY TR. 7029 PBi101• NO, 817-40000014 1 CITY RLS NO. O�^+l✓7 0)5 (A, grx``L' 6 1 7 4 Pz /.4 I j§EST MANAGEMENT PRACTICES (BMP'sJ sanabogs/Gravel+* bogs to Back o G'e neraf Nnfes ovannp Dino Duro ..` eosin - j Back of corE-, y y _ r Curb Inlet Y. Hest Management Proct/ces (BMP's) cnntamed hereto rellect the mmimvm requrremenfs I 8MP A/of Sow h Q Mmafe methods providing equal or p greater rotecfron may be Added For rh degfh -1 7 tt+ Int rvnof&rs on ` efer M the Ca/rfom/a Storm water BMP Handbooks, aroi/oD/e of ! illwo + `f www mbmphantlbaoks.rom, Ca/r{omm Deportment of Transportation Construction Site OMP ' r •••:• ^+,_ -,-� `\ )Fact Sheets ..P���`a�._��✓//"p 1� e BMP Fort nt C!eenup .,-_ mss 4tf'xvR 4§wW' wmnaauolxlag ds 14�+y%ni ' it .!� .ce red alm9 IM1e i��' face M Nv gape 2. A// eonstructian acbYlry sM/1 De performed in accoMonce weYh a SYormweler Pof/o-tr'on 4 �� Bemned Containment y P;eveniion Plan (win orH {mp/emsnted in cromplPonce wits the requirements �. � .. .. �?-^-�.. � rArea. . >'= a. of the Nvriona/ PolNtartt O'schorge Efimirmtion Sysfam (NPOEB) ConsGuca"on Genera/ -.�� 's a . � � � ENTRENCHMENT DETAIL .a,xB atwe� e r , emn a ruin ,ml neer Permit Order No. T009-009-BWp orzd as amended by Order No. 2010 -0014 -Dial. 7 Plan ? { t „„ N.i.S Dna ea fl mm eit�"w w+'�`wB�l`0n3 ".h eormetl containment Area 3 rhe BWPPP skald � `''�Sontlbags(Gravei** bags 1. Sediments and other materials shall not be tracked from the site by vehlc/e �- r .M,1 skacketl 4ghny e3vcei �� � 8e ro a.B .TM M manretw, me N,w tw dron wa [nbnrrce{mJt man! be �7,',i��CAL FlREft ROLL INSTALUdeN a, identify potentia/ po/futant sources and include rhe demgn Dorf p/aremant of gMP's fa �e avm <rcy annx, wpmrn nmax, ora er/m. mxwmes mmemm, dnawa to orevene mraft "� ---tr°ffic The construction entrance ravdways she/1 be stabilized so as to "` f f7 7� �mf<' Ar"'" _ -"` 11 '-"`""' ^' imperH°us N.r.s effacbYa/y prohibit the entry rf ps//uton4 titin the csnstrucHon site onto the s&eet ' -�.:� 'e " "p and/or tots o sfamn dmfn s stem duan liwo Prevent sediments from dein ""-----.�, y g ronsbuctbn ' Spi y eleva#ion shall Curb inlet P g deposited into the public roads. Sediment O ES: deposited an the raodwa must be swept u immediate! Dorf mo not be 7. P/Sae along the tae, top, food, and at grade breaks of. exposed and erodible match top of curb ^' '(`^ Sptliwoy � n i. -sidewalk COMoinment A. p y p P y Y %110 t`ES.' a washed down by rain or other means into the storm drain system. Sao Type Noteg; s/open. b. Be kept on site and amended to reflect changing candr'tians thraughaut the course of fond type 2 defai/a tansfructinn. <. Be kept up be date. any adCtionot updates ' "'' _ 1. Excess and waste concrete shall not be washed into the street or into a 1. Fueling shell be performed in a designated area, owoy from drainage courses 2. Place on the dawn -slope of exposed soil news requested by ogenry representahYe are to - {: ores: 2 Stabil{zed construction entrance shall. be: J. Place around temporary stockpiles - a. Located at cn int where traffic will be entering or leaving a drainoge system, 2, Absorbent cleanup materia/ shall be on site and used immediately in the 4. place along the perimeter of r project. be mode immad'atefy. D = +>• Ma j 7. Leaking vee/c/es and eoell fret enol£ not ea of/awed onsite, Equipment and it p° 9 9 2. For washout of concrete and mortar products, a designated containment facility 5. SI 4 Non-Sfarmwater d'emDargas are prvlribited linin enterin slyalarm duns rem and ar H - s M ° !catch eosin vehicles she!/ ba inspected frequently for leaks Dorf shall be reported immediofe/y. canstruc6on site to or from a public right of way, street afley, and of sufficient ca oc/t to reMin liquid and solid was ®vent of o epi!!. e es greater than 7:5 may require. the use of 20 inch diameter fiber rolls at street g / Clean u lo p y sidewalk or parking and disposed of properly off site to shelf be provided on site 3 trip pons or absorbent ads shall be used during vehicle and equipment 6. Fiber rolls shall he either refabric°ted or rolled tubes of erosion r L = 36" Maz I � sr p spills and leaks rom t/ with absorbent materia/s; do not flush with 1t g °roO' p the top of slopes. S Dische es of J SECTION water. J. Slurry from concrete and asphalt saw. cutting shat/ be vacuumed or contained, p gP control 9 pasted ground water regmffi a discharge permit nom the State of Noe : ' r Z Vehicles and equipment shall be maintained, and re abed onsite oat in A. A sones of steel plates with iendid strips' pallor min ?3" to d6" fueling, unless the fueling is performed over on impermeable sudden in o blankets each a minimum 8 inch diameter, p ydried, picked up and disposed of properly. Z Super 14 or flatter require Arbor rolls to be placed no more than 20 feet Colfomia Reglone/ wafer pual'y Contra/ Boats (RWgCB}. �£ designated areas. Prevent run-on and run-off from designated areas. Containment crushed aggregate with length, width &thickness as needed to dedicated fueling area apart. I. Catch Bas{n/!n/et protection shall be installed wherever there is a potential of devices shall be provided and areas shall be covered if necessary. adequately prevent on, trucking onto paved surfaces, 6 4, Dedicated fueling areas shall be protected from storm water run -an and , Slopes 1:4 to 7.2 require fiber rolls to be placed no more than IS feet a art. 6. PW/afonfs scan ba removed tram sMrmwoter dschar9es to the Maximum Exferzt rtormwoter or non-stormwater being discharged into it J. Designate onsite vehic! and equipment maintenance areas away from storm drain 9. S/a es fit or ratter require p Procurable (MEP) through design &imp/emenfaflar of the 5tYPPP. Z. /n/et inlets Dorf riatercourses J. Adding v wash rock with a sediment fraplarge enough to co/lett all wash P 9 q ire fiber ro//s to be p/aced no more than 70 feet protection r required oiling with other pollution prevention measures such runoff, and shat be located of least 50 feet from downstream drnfna e a art. 4. Always use seconder containment, such as o drain on or drop cloth, to catch water can great/y improve effidency. 9 P 7 A sMndby crew si emergency wore ,roan be owl/able at art times dur{ng the wet weather °s' erosion control, sol/ stobi/izotion, Dorf measures to prevent tracking onto �' Y P p facilities and watercourses. Fueling must be performed on levet- rode areas. f0. Fiber ref/s she// be placed, in o 7 to 4 inch deep trench. season, which is >picolry Ocf f tfiwugh May 30. Neressory motar/a/s scat/ beavailed/e Paved surfaces. spills cod leaks when removing or changing fluids 4, A!/ vehicles occessu the construction site shall ii g 11. Wooden c on site and smckpikd or convenient /ocabbns to facilYate rapid constmetion of et Modify inlet protection as needed to Ill avoid creating traffic hazards. 5. Legally dispose of used vial fluids, lubricants, and batteries. 9 o utlze the sfobi/izsd 5 f, e groan of grade stakes, " X y' ` sham/ be used n secure the hes rotont fueling areas with berms and/or diAes fa prevent run-on, runoff, and rot/ to the ground surface. Stokes she// be a minimum length of 28 inches and emergency dav/ces when rain is linin/Hentbor 6. Provide spill containment dikes or secondary containment around stored ail, fuel, construction entrance sites. driven a minimum of 12 inches. 4. f c/ude inlet rectionmeasures at hi//side v-d'tchas and mist. drainoge swofes 1' to contain epi//s. 8. Portabi sanlf9ry faciFeies shell be Yocated on rabsvery level gmund away from fmffrc 5. inlet protection enol/ be inspected and manner sediments removed. Sediment end chemical drama areas, drainage courses, and storm drain inters. sties be disposed of property and in a manner that assures that the sediment area. in an adequate supply of absorbent spill cleanup moferiols in designated o. Remove all sediment f deposited on paved ion wogs immediately. 12. A single -stake installation requires the stokes to be placed no more than 2 does not enter the storm drain system area. b. Sweep paved areas that receive construction traffic whenever sediment feet apart. 9. Emp/ayeeg subcnnbocrors end svpplr'ers sdo// be educated on 0/1 liter ieadedng concre+v 6. Damaged bags she// be replaced lmmediatey, 6 If is the contractors responsibility to legu/orly inspect the vehicle dad equipment becomes Verve. 73, If more than one rider in// !s placed in o row, the rolls shall belivedo ed, orf c. pavement washing with f hb't d it it results /n a discharge not abutted, a minimum of 1 foot. PP waste storage Ddispasm procedures 7. Additiono/ sandbag sediment traps she/1 be placed at Intervals as indicated on maintenance oreo(sJ. ge to t , site plan. the storm drain system G Bc ear rorztr p circes shot/ effectively prevent a net increase f din nt load in st mrwater dr'scharge fA,¢'K-H 03A,51NIINLET PR€iTECTICllir $�� �QUIF1T MAINTENANCE A,::!,::C�T��zza��� cO�s���c��0� ��T���(��� . ��� F ��y�e���.� ����� �.nr���. ,n �,� �(i�(`j� J{j { ������d /J Ap✓re�yrg t�ttt'yj'TJrgYd�dyitrp Y,drgr S>; t"rSRF`sN t4,ldif k",...%. IIV 4.. Gs41V§T71t{CPirsN T'cS.'i`INx'i & 1£15£ Fri CNN, tz;APaisje�tr Wd.ikn-161ai; ACS' bewbmit ' tY 5309-fffi'ci e Pachkye,3nife 7�9$ �'atcera5ltid, Cs7if:: - 93S(19 1sis:•s.. E - Dada' n 'ngy%ti "gatSriA. 'prapogadmtialT$ovelogaatut 17029 •, A7Ei;B41r :.' $,arui�SPtakuS;asat SaTd$, 'forma Dei2ttVIGHa`¢i ht ait� gulf tequts„ via have d r Shaidm` tiaical Hop 'titttsgiigatioator#teabnve-cotereucedsite 'tSneiesnCsgj'gp5 rhvesiiga4iayf flkepzasetifodm tYmattacie3 roP.wuu tf you have any, qutddoas, of ifwe may ua of fui'tTner awsiaianot; $lease do not kesifate kAmamactttut, tyjmce ae(66T)$3P?1%bb,, ,. Rnapoctfitmp"aubaoitted,, aw. hSF43CS7a'9TUS.ibT41S. 1CYGP)ht -... , wALLtibffiwsS6reiuPTetd2VesMraiiaEbeilfifaraa. _ -- '�205,tary FresvaeBgJamiPe% F,i, 9S3o7a1661#43i"g2Pd'*Ads: W6L}$sY-RTbe szrrtdsry.',mui'*Y1mrWao tdh%a. 1Y3 Posplo�oNo.6 naiwatar Tn3israreEe9rBi'rreeMr�IC.ousflru Based m end Rndmgg and ddstresel retards, it is not Submitted Poet gra will rise serumthe was of strpdmd wffw ch or at2ett the consuaotion of foundations and paventende for the pmjeox, Hawavee, if owflumork is pmforded dxaing re soon afiarratioda ofpxhoipilation,.the Wisgrudi sols may become saturated, ',pump," or not respond to dereficatce sexamenes. Ty and roreadtd measofts b efuric therittg and aeaiting fire dot dribeg dry shatter, mixing the snit with dryer mateisdis; removing and lau atingthe soil witran approved 5m mamriad; a mixing the Sell we an approved (!me or cement produo& Our firm should be dwindled prior m brainwashing ling temadini measoms to odious the unstable cmrdlfrme Sad provide appropriat@ dations, General site oleaung sm im include modled of vagmatent,` eadshrf ardides, mucmrm Irwin&% famdMmsn basement walls and 50omt trees and ar%Mhr%d met systems; rubbta; tubtaab; and guy tease ehd/oe saturated ' Ls, &te WWO9 Should eMnato a mbrdmum &V& of 2 to 4 inches W nmwl all argarits nr ixtessoz3 percent by voldme are reproved. Deoper Snippina may he regored rn tocatixad acres, iutat m will not bt sodnilrit far use as Fs$iutar®t Pim. > skipped WPsoII amyhe iimtamd ramadin lmdstepo oramxs (mem. In bust the subject ate dad sol[ draddimend, wrtb tee eaoepikm of hn very, tease mmudr Berl, able Upper native soils, fill material moi existing de eat, appear W be arendodvt to true development of the prajant, Sparest stachphas of fill maiehied ware ohrourued withhr Bre wastow portim of fixe alto areackeed with &a adjoesr, dnvdopeaeaC The 531 material pmc' mYW=tdy consisted of adry send and sandy silt. Them sails will be minable for rem as lingirdebrod FBI provided they are damsod of excessive orgades, debris and fragmms greater cban 4 inches ad mgaddm dim nimi. Prior to two, Kinzer & Assm arms, has, should inspect the stockpiled soli W noaddrtiomltmstmgigtagtdtod. The site was previansly, Ufifsed far agr2mrhmal pospresse, In addirbobf xesidersild developments worried the sine. Associated with tkosa thurobtiverem am behind arrcWms such m utilities, Irobsom Imes and water wells that may, have defended beer the prorm Ste, Any srreFace on horded structures enact WW rmmhuetion should be proparly mounted Sadder wismand. The standing umvadDm shodd be braisfilbal with Emmanuel Fill, oompaatad to a minimum of 90 percent of density based an ASTM Tat Method D1557. Diatmbad meas cased by dominium a moides Should be comment atrUot -camp-ted. Ewa , as oft and phour mars below Rauh sobgrade, lovel Shahid be clamed to fUm umilawguel SOU, and backftled wick Fh71, m ,any suptC'mnlo, ddaispita, orals, arshU2laratrucnaes shoatd be emiruly removed. Concrete tom3ng should be rSxwmd to an Cultivated depth of at least 3 m'direiaw lid foaling ser ae bytm SailsBnginmh: ffaatudiiredfottks now doweloponand water walls should be AmMwd in wcordmeo wide the a°mtYStandards,. Any orb= buried sauatm s Should be removed in ,common vshk the reQomn=b6m of the Soils Rousim&Arousirda,me. With Otheea 9=rvmg Top women Ostsdlambs 01YIbl9 A@rt(Ehrc'em9}tla AUKrazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEEKI NG B ENVIRONMENTAL ENGlNEERSNG CONSTRUCTION TESTING & VN$PECTtON December$ 2016 KAPrabblX0, 022-t6123 r 15 This report presents As tender of om Pre&mmary Geotsuhuloai Eugivaetmg mvwt3pWa for £ho- proposed Residential Development identified as Trust 7024 to (e Iranian at the northeast rower of Panama L was and Spoke Sum in Ba abasfiold, Cahfomea Discussions regarding site conditions are prewired hotel, mgedusr with coodusiam Sed mo m wmiafiow measuring to site prepamtion, Enghreand Fill, utility munch IhaakRl4 dmiaege and landscaping, fauodetions, =mats flan slabs and interior flstvroffe amusing wails, mit cemaatseactivity,. and psubmanl dothm A she plan showing the approximate beside krutiass is presented following the text of this report. A description of die field invesfigatad, baring logs, and the boring log beard are presented in Appendix A, Appendix A coutabs a description of the laboratory teeing photo of this study, rating with the labaodory, test Moms. Appeon ieUs B and C tmuam guides to millive k and pammmt spwdcaci m shed wrifliats in the tend of the resort occur whit the genital spodHoaliom in the appendices, the xuormnandasions in the Pull ofSat roportbace inventories [Sala This investigation was confirmed to evaluate the sot and groundwater conditions at the pito, to make gw4dmied eagiaeurmg remmncndafione for use in design of ,. " r"a camarmatim aiarnemts, and to provide m&ariafm dtogreperdim and $ngmeamdFill rmsiturtiad. Our stupe of services was outlined in aur proposal dated October 21, 2016 (KA Proposal No. P58216) and mahaded the fallowing: e Asite recomassaUcabyamaubarofom tngmearingsmR'm evaivatotui s€hrfaee cxnnditians at ttogsgjtrtsite, s Afield mvaddhim er competing ofdn7ling 12 brings to d M*g from apptaxissa ity 10 W 20 fa stAxerefuatonaf the subsm6ee Conditions fithaprojeot aim - With 9ervingTlsaASosfarmYfskMSfates i3pt Coy Axanmaaeket,(hetd CA 933tY1a(a61I83gA2@aat§w faaij.83112D1 OXEI6t➢3 RtlettmW C'MU)A W' PANS 4Z?.16E2e Page Na.9 In is MOMMODded following stripping, Hti removal oparatioas, and tutu to fell hatermound, the otter 2 feat of native sell within proposed Mildidly meas be excavated, worked uu eF hmif sin, and free 92om mse Bods, mons m uetessay, and numandideddedto a idamem, of 90 passant ofdensky based an ASTM Test Ntetmd DIS57. Prior W fill Ommmi, it is gewmmmded task no exparod subgrade ba nmisfn�cmditioned sad prof -rolled with heavy difida ern and observed by Kaiser 8d. Associates, Tim, to Idetdfv say unsable, meas, Deerskin areas should be ,operated to firm ,armee Found. Linda of swdovai and exampuniced should extend a wholesale of 5 feet beyond scrucmtm e mama andrins proposed pavement and mariar fildemok areas, it is recommended the exposed subgmdo be weavated W a depth of 12 Inches, worwil sail! whom, mrd has frog large clods, moiauto4wdkbima ad, aerlawy, rand reeampaoted in additional, of 90 immune of mwdmmansAy based m ASTM Test Mathad D1557. True onedir soils will be suitable for reuse as Em&mod FI, Provided fty are airspeed of worgenm and debris. MOW seed was oucoW tsmd in some of the borings. T"ne Saud solid Should he muted with the Media Oft seed soils if them will be plawd in the upper 24 brunet of buffloing pads. Ifearts, soils are pouted wkhmtble"agwhh the silty scrod arm asnang ofthc grubstaker mcavatIm should beawboipatnd. Two Alppwr wile, dmmg war wimer mu fi s, baooma very moist due to absorptive chmereantics of the soil fewdhwork opdvntious parfumand during whir mucks may elements, vary most m tablo suh7s, which may require morwal to we& astable building famdeEaon. Product site whoteshattvu ommdStmg of placement of aggregate, base unit protecting exposed sols all the wnsntrcRm Pam, shauddhapromeareft, At4pMWtatsvaofovrfiled should be present tire* all site skating and Vendfing operationalto last and obsorvo eartbwmrk carromdian, This fisting add obs rMkM is a herrn d pert of cur service- ns of tonfrodark oamtncatm is dowedentupor, completion of thomma d and the stability of tis taaterial. The Some Engineer may shad any material f ids does hat amort 4vmpactim and ambslky mqukanentsv Farther mkrormmmdatmes of this mi mi aro predicated spin the assumption east Cashbook ork lbrum m4 rria wdu cunhnrm to re mmen"ims set.foedh in this sestlm ami Pct Engineered F'rltsocti©n. Emsmseew-da The callosity of fico upper native sous and fill material vd&k the project sift we identified as silly sands, smdymlts, and tends. These sells will be suitable a Engiw and Fim, provided they we awarded ofaxcessivoortmui�, dakris,andfragmaus gaumrikar4 iradx^,aira mmximsm d' TimPwf=W munialospeoi#odmerSaiirabstd Flit is sui[aWifarmostapplicatom with the maijobts Of to ozsm, PDRIrot site wiruerhM*m and prtleeton of exporred sails drink the maishmeation phare should be the arm vespro mTinhy of the Collateral, inure he bas Complete conW of the project she at that }taro. iErEE8h8c EaC. with enable ServiagT6eweatamlFatkd8lrhu auwtxvRemrmxrwn.w= KANa62246123 Page Aia.2 s performhsgdabmamoyrates alrmmaSMbr®sell eawples obamord from the borings to anda ie the physical and index. propsarbe ofthe su natio l mils a Birshadhes, of Sae date Cautioned from the jusboodfaked and an mgmrmdpg analysis to pounds rccommmddim fee a s'e in the pmjectdedigh and PSapwMumr of oustrartudinalapeoifl mPMPMVAMeftar, report mmmrWhg the results, c=CWEOM, rteommammtiom% and fimdmv a tfomhrvwftztim, PR(A II:YBNST . We understand float design of rho proposed dovdopreat is onnently m dmway- kind fnfonaakion and otter final details pertaining to the aouemms are m nniitable, OR a preliminary basis, 2t is mmexsdaudttat dcvdapaeatwig consist of 44 smglookcir duplexes in Ph= I (sown haffj and 6$ sies to family residential lots in phase 2 (north half). It is karbehatad tete buildtngswill be singes or two-story wood -foamed straMm supported an warmt neat fomndato a and concrete slabmh-grade. Fooling lards are anticipated W its Hidurm modamtt. Ori -Ste damage, roadways: and'[andscailms are also pimmdFur the&wlopmont ofthe aligner. in the rearm; these strmcuual or pushing hng derails me incomistem with the final design orheria, the Sells F.ngheeer AMU be se iHed so that war tiny update tbtswrbbgasappitiublo: 4�,,,Pi'-E N AIVE7 SPPE t The Site is roixgklY firiu' in skapbaad enrawrpassaa approximately 30 amain. The olif ie bxtidat { tsa natkeast oatnor ofPanmm�.Tama and Spam Street br BsPsxsfitW, Ca1'rFomia AVimimml bW is located east of this site, beyond the Karn Delta. Coned Branch CamL A drainage basin is is ddsed northwest of the arta The remainder of the site in predominately sutrmmded by residential dnvalepmonfs. , Prosaotty,tha she pmdaminatdy onnsista ofikIlaw agrsruhurai lead. The site is rmvered by aucaderato W heavy weed amt almeha growth. The surfore soils have a lease ansiismay. Buded trtdzty lines and irrigsim toms are toCatadaWdg tin edges alta sin andnmy extumd srm portions oftro site. Qditkfkr exieptim ofeatchpiles of sal in the womem partmof the site, the site is rotatively level with no major changes it Piano, '.GEe7LOC;:iC SETTIE7G Geologludly, the property is slowed m the easterm i7aurk,meat ire south end of the Greg Valley Geumombir Province. This Plasmas is a Tmgo landwroarly trending gwigneliime ar sttwbal trough between the Coast Rarges and the game Nevada Mutua . EM91M from both of Item mountain system has resulted in the deposition of immaue thicker,; of Sed MOM htthe Valley floor. Hundle- hubm afleams from the Smaid, Nevada have bush very pmmbrard afferent that; along the margins of Ike Smloaquin Valtey. Thishax inslluid in rmher For: Wpogaplry iuthe vicbrity ofthe project site. The site isCampmedafalluvial deposits which annmsttyeoholosedeas am* and alts. Brazen&.Gmnsiatas,mt, aha iiRises 6axvby, Tw weadara ilriteh Stereo mu<te&mntr+w+maAdo %AN%02216123 P�akra s Imported Fill MaWrW should be predominately sive granular material with a pldstcS.y index lees than 10 and a UBC Expansion index lbws tan 15. Imparted Fill should be Sees, from rocks and Wmpsg"wt=4i=hwmdimeta. All impateamaterial strrxild ba For agprrval to '. the Sesta EngmcetminastA$how priarW dalivaytolksthe site. Fill sails should he placed kr ih%s approximately 6 iadren thick, nw;sw -oanditoned asuemusaty, and creme cted to trustee at least 90 percent maxiwnm density beset an ASTM Test Method D1S57, Additonal [its strouId hat be placed if the proomme lift did notmxeot the maynfred dry density Or if sari attnotstsula, p➢rmriaeeandLandmaaine The ground surface should slope covey Elam BUitdiag pad and uui Seward trioti drop 3 inlets cep O*w s ffsme drainage staffers, in Subcultures, with Section 1804 of the 2013 California Building Codes ilea moommeaW thmthe gwwAsudwe adjaoentw Ismodatkowba Sloped aminim= E of 5 percent her a minimum d ialwa t of 10 feet away fano stmamms; a to an apmnovad alternative rntaua ofdrahnaga emtreyrome. Swatas usntt fardmnveyanpat ofthdiaago and 2rasreA althea 10 foot of 7 fonada = should be stoped a minimum of 2 t, k *"viam shrmeas, with as Moment and ` exterior Cxarcrd: kffitwor' wFtdn 10 fact of hufkpng &Sadawm dmw be Sloped a mintom of I pmosm away team tko amtmdmo. DomW gradiawts should be maintamed to cavy all surf ed, wattle Co .dad . Tlrasagaados suoaldbi far4$a Ufa ofpxnjoct: '�RIItyTreanhh...I? ,Trimly trenches should be Converted winading to Midw st Mussolini pramb es following OSTIA (ficcolamm d Safety and Health A. ) droduds by a Contractor expensibund in saakwork, The responsibility for the safety of apes txunches should be dose by the Cmoaake. TmRla and i vibtama 4djacmt to bunch wake should be suffered; aysUa wetting and drying of excalum a& ( atopas shonhl6oavoided. Depending upmathe hwetoaand depth ofsomentiliW toondnes; fatembrarder' flow Imo open e=wm tom ecoid be esptramorm, r: pally drain$ ar shorty following parents of Sandy sat Cronditims a wWored at the site. These aches Ida soils base a mummy to one in honelr wail oombettiona Shoring or ndapirg back smash Miewalks maybe tepnW will&&= ready soils, Vdlily brome backfill placed in Or adjacsat to buildings and rambler dabsshould be compused to at least 90 percent of wxdrmm density basad m ASTM Tat Alerted D1557. Utility trench backfill i placed in pasawass, areas should be compacted W at least 90 porcem of mmdmn gravity based as ASTM Test Method DI557. Pipe burning should be in acmrdam with pipe mamdkounes icon 'res. i The Contractor is responsible for removing all att`rve sells ffam due hosuc r regardless of the backfill ladened and eompatdon rormhemeres. The Contractor should use agprodorlam drummed MA mutmds m solid damzgo to theubluies amUar saushmis during fill plaeamenOld o rapaiman, Kraasn&f. slat wiae0%uas sesvLgT6cW Ernued6tatos W roll/ R,PxA'atr�w 0 I{pl'pn. 022 Ye ,.%a PaBe?aa3 Te sonthoad of the San Joaquin Valley 2s saxroutdad m at olden, exrkrding tae aorta, ky actvt Malt Theemt (San Andreas, lLealu Wolf•B isswermileahsa Canyon, art flmTaeac.Fardtsb odeamuus i smuidu' fordiswitkm the valley flora. '. j Tkurt is on-going mismia �eivity intht Kam Caunry urea, wiffi ire most � : kung ' &e IU(y 21, 2952 Kam ConleyFtalka Kdo TLt initial shack was 7,7 magnimdu shorn vihb the epiaentervemWhenier about 40 auTos l}nrn ShaSm. Vert%at disp2aaaneuGsafmumbling feel ocammd at rho 6ntt has Estimated average value of 1kt maramorm %edrordx wrebodegals @vim the 1952 wriour sreahnm 0,25 Hymrhtpmjawtsite. The closest vertu 6025 to the properly are ledsparlims madier burned at to limbinde Oil Heid, 71dese' faxes ad dead War sediments and, although overcome, ars net thought to be active in flue last 2 million '., yup No oeddeve was observed that.indivased surfsee £dicing bas =rated Mass the propeaiy daring the Holocene time. Fmilfs not yet idowt5td, however, may exist The site is not whkin an Hmtrymaka Fotk'Zom(Spedd StudWZone). The she is lneamd wltiriUaSaisnic Zma4. '-�7�'NE} 78,A2{�➢RY GATbibtVS Suksm'fxrn soil conditions wire axplozed by drilling 22 boemgs W ranging farm ty i 10 to 20 fiat blow existing site gtadt, ming d nrmkwmwted drr7i riy. In affiliate, 4 bulk u i mnrptos wore obtained yarn she olid for Iaboratary P,�valun testing, The boxing orad uutk eamplt.laaatom ere shown m the she pbn, During drimiwg operations, potietafdm tests were pmfoam-.d of regular sunsets a evaluate int sail ng 12 bwcyrom and W obtain infarmrtion. mgm,wefing the j engineerrnf properties of the subsoils, Sal samples warm mminad for laboratory costing. The soils aneountBred were uontieuomlyncmwbrect and visually almsi5ad in accordance, with the Unii3od Sat C.Tassifamion System. Amore defatledt deseripfim of the geld iavastigatiou is presented an Appendix '- A. I:abomtory teed were performed m sdedatd soil samples to evakrwo t[etir physical okmaoEeristdCs and migaeaxingpmpmtim.The labomtarymetrogpmgram was formulated with emphasis onoutiseduate, of natural mcatmeB density, gesdstiory show streagtt, oansolkadoes potential, stability (T wedoo) ttst and am Mori dairy relationships of the materials anco+otaeed. m addition, de m ud tests ward performedWovaktum the Cormoiurty ofto soils to tamedemirate andmatal. DebOsaftheUbmaWry twtpmgamwdr ltsofthelobmwiyte* mmnmatimdim App=&A, Ttdsiufotmacile,along withtbefwW.obsurvatorr,wms used topmpmethefmalboringlogs in AppmdiaA. sonuPRKtFHA AND ffM%%WE C.tfm`ISII'4MLS Based an mar fiadin A rho smbdaxf a cmdN= encomtarod appom typical of three faand in the geahrgic region of the alts, ingcaeral, the s dice sails consisted of approximately 6 to 12 broken of very kew silty sand or sandy silk. These soils ate &studied, have law *sea* charadarisbas, and are highly Msojb k*k,when saturated, Revsu & Associates, Enc. With Obuess n ern. wwtamu weans ozrwan a�wmlr>%e naaw.m>. 3SANa 422.161M anarwo.9 ` m 1W4:kis. ABsr aomighbon of tae mcentmeaded She preparation, leo site should be suitable for shallow foxing snxpspa.'ts. The mal omed structures may be Supported on a Shuman translators system bearing on wellmarbed min soh m Engineered Fol. Spread and continuous fxamigs aut be designed forme fodtowangmzximum amenable sad lowdargpeessttrsn: KAAb,072.16123 page Na. A Sosord stockpiles of fiTi nwtuU were observed widen tide wadam potion afire site Exami ted wish rhatdjacont tiovelapmtttt The SU mwdsl prodomissudy oowxrbrdofsivy seal and may sin, Below navoay Idow=time sails, approximandrify2 to ofloosam medium Maw, silty wrod, Saud, rrsandy sit wase enrauntrsxd, pleld ard(a tests sagT{astmku4kesa sarlaamtnadexatety sfroug andstiguty comprossTkln... et front I2 m 3T blows pm' foot Dry droeities raged from 104 to 120 go£ &epsushma ivh WA samglas Coulsolthudd approximately 2 to 5 percent ander a 2 R fdoad when samreted. A reprasotrtative soil sample had an angle of internal frlotim 0I degrees. Below 3 ro 4 Art; Ingers of prowashandsh, bow to dense silty sand, sandy six or sand were eneomno al, Field and laboratory tests soggier that these sets are modorm'dy strong rod slightly madinessight. promendman tasiataoce raged tram 4 to 35 blows per sept Dry dansiGos maridd from. 100 to 125 pc£ These sorts imd showyih alta wristiee Shadow to the uppar sails sad emmded to the umdaddm depth efourbmings. Foraddk mrad Wonmtion about the sells emoormtered, Fifteen refer to the belief logs mAppardm A. 9890 EAM Test boding Itse tiaas wenn checked for dee pressure of groundwater during Slid immediately following Ift drilling operations. Gprntutmdwater was net anomiftrod within the borings dr" for this inBP&tgat ar. It should be recuogaized that water table olevatona may 5nduso with thus, bang dependent Upon seasonal powipitmion, h ishile m, handles, and oUma m Cmd1dI as well as other fssume. 'therefore, water Ideal clarereetimm at the claw of rho field broodimandar, may vary £dein those aaeomta'ed timing the omakintion phase ofthaprdeet. The weduationd ofardrfaommis beyond the scope offlasreport. S-03M,1131islg ataATs Based an the findings of our Held and laboratory invesfigatrubt, along widr previous gomineaUhml experiosxr• in the project area, ire following is a summary of our "ithemlms, l awbasiom, and imommerdahti , in brief, the sohjeer site and sell comiitiom, with the eaaeptoa of the very hoose Studied sails, moderately compressible upper native Soma, fill material and eranding development, appear to be continue to the development of ire project. Several stockpiles of fill material were obrorved within the wza¢am portion of the site assaaated wTto fro adjamm development. The fill material predomladely consisted of silty and and sandy At, These soils will be sritable, fur reuse a Dis orterd Fill provided trey and hlsmsed of ouseds et organics, debris and fraghwita greater than 4 imtwo in nmximmm dimensions. Prior to use, Furse & Attendants, mor, should inspect the sWd;pted sea to vedw no additional testing Inabli rod, ${mean & ASSoriatss,inc. wnb Offiees,sacdoguewaterstbdedSlow mrtFlaxmu,trw,xrms>aa - KAWx 022-16M 2ore Na s Ofprhwly atheneum, in the developN t of this $be is the ceroonl aft impar uxoisnuh margins, some from the maws of propeowed development. These salts are moubsonaly compressible andlor 060MONC under sadurreird Dmdbms, Structures will= the phound velibby have =mow posteorrembractmat methanol when the foundation sols bee hoar-saiveW, A mwgeAm mmaeures amu recommended to miss a the potential of excessive mil settlement it pa afed .'fa mmg Ing and fill ramoval specimens, She upper 2 feat of active sol Sudden proposed banding moss be orasunad, worked rail uniform and nee mom large disk mrsuhhsx rawdidotcedm .rndmoompnded to amininmm of 90 protest ofdemtity+based on ASTMTialt Method D1551, pride to bacWgu g, U is reeotmneuded th *a exposed subgrade be mosSm mditknCk pronfawtled who heavy equi.ment and observed by Krazan At Aempums, too. to eurrFir any unstable arm prior to fill Institution. Tlmsab2h areas should be susedrted to firm native VSxxw. Limits ofmmaval and moompactime Shahid amban a rebounded &S fear beyond amended stemeats. Shallow used was enwwanteaed at some ofthe humid. The Sand softs should be mined wvhh Oce tw lee Silty avail soils if they will to placedin the oppre 24 trance of building pads. If these Sale as placed rebound bkxW*With the silty sand some, caving af'the gendarme sermators should be me hipated. VVhbin proposed pavemed and exterior flahwrk areas, it is r"h endmt following shipping, fill removal npamtms and dww idw aotvdtle-I the exposed magxade be oxeavmed to a depth of 12 inches, wm&ed unhT uniform and free from largo Clods, mopature cxnnkionvd AS neuvRMY, aod moomi srtnd: to a mminum of 90 percent of meximam density basad an ASTM Test Method D1557. Tire mnskox radius sats will be suit" for tensa a Engineered Fill, provided they aro demand of excessive organics and debris. Prior to backfilling, the bottom of the oxcava im should be prooFrofled and observed by Known. & Associates, Tac. to verify stability" This compaction effort should stabilize the sm&na aolk and locate any t wd*ie or pliant areas net found during our £raid hovesboul . Fill material should be compacted to a mmdmrm of 90 present of sunbeam damxy based an ASTM Test Method D1557. Tbesiwn previm*udUndfaragdiWturdpmpmeu, madriffardisi siphi byedifing reidomdat deve(opm eM. Aseaei ated with these developments may be buried gra a rs such as u"os, migadm dials and war wells that may eased law the project she, Any s mace a0 barred Amounts eacwnfared during Murromation should be properly sewwved undlor Saturated. The resulting exaavationsshmldbe situation Rim native ground wribluf fined withlbs$bS eredFLt, emnpwtedto a mihbnum of 90 mature of maximum density board m ASTM Test Meth d D1557. Disturbed divas rowed by demolitionadivdtes should be removed andWr rosidispaosial. Wow wells Shahid be abandoned in astrodome, with de easy standards gaudy soil wailiturrts were ourf umered atthe site. These robeasots have a stndenay W e m irendr wait txaavatous. Skoriag m sloping 3>aak tmnek sidewalls lis may lie required within crest sasm ndy soils, Amer completion of the reUonurended site pxeparatau, the site should be suitable far shallow f rsal supports, Tho pzoposad suuefmn tuoiagn gray Ue tttaignud uRliziag an.amowabte bearhtgprtssan of 2,000 psffor dmadad p[us-llva tivads. Footings should bow a 1 inches, ,amus & Ass"Inti bisaf lose or8cevlvgThowashumttds aea¢msv�trw+aPraoc