Loading...
HomeMy WebLinkAbout3.9-7240w w c+ U- r) .. • jWt mn_1 C) tam tttt,��toW�t �.. Sia w Nz v- M 0 L0 c� ttc��n,, 3: w xz; cf) �0 mw- <Zww 1� LU -m LL' cQpz to 0 U) .0 ALul 8 ua w W m Z p LL OCL cl) Z t,� tip zw�-i��p�?z-Ir" �r� u'� � m N Ottt- -GpZW 00 p0W .. W Q� M Z 0 g mW 4-ji QQQS�=cls 06 z cjG���Zi�3p� W INV (6 a.0 t..cwnu�v'pZ0 Z � M z © z ''''' Lu ui i+h�i TRAr,.T 2 o nFR RF.. I Lq I I I 1 11 Lq- T n R A (Nn F ' zw�m—Qwu)) -uj U0uCi~3 N x C.. Q 0 0- t9 ui � z Q < C) a uQ U :twpm Lu OD co �QQ w w for z raQ��< REVIEWE-D BY. 0�WW LL_ OW w a 0 m TRAFFIC ENGINEER CITY OF BAKERSFIELD DATE z < W < �- (�j z < c f",w REVIEWEDBY. � • Mz 3 >_ Lu 1= :c �W0 64.i �w 0 a 0 w f""" � � � a ""' W L� �wwWPzz,�a a- m ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE � z z � m w �' Lu W tu w�-5��� �a W U. M � snow U. il. 0a . APPROVED BY. 0'Wu_0pu'o Um0 Ld --- pwa W (/) W iF 0 WW 0� 1 c�14� vwwn�<nmz nm PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE 0 m 2 2 0 n c. � > 0 NICOLAS C. F'IDL..Et�, F�,C.E.1 Dag P u- 0 �'.,�� �' p Q z W < ....} BENCHMARK USED:�'W, Z:r�- M<c<��� 0 z z 0P o TCP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION Q rx (/) © 0 OF WILD RYE WAY AND HUCKLEBERRY DRIVE. umi W,�� ELEVATION 352.08 (CITY DATUM) a o BENCHMARK SET. 0 SET NAIL ON TOP OF CURB AT EAST SERE OF THE SOUTHEAST CURB"' RETURN AT THE INTERSECTION OF STOCKDALE HIGHWAY AND STOCKDALE vi RANCH DRIVE. NASI G N TE OEEN STREETSTREEL PEEL4,11 N T ELEVATION 356.49 CITY DATUM) mammm NOTE: PHASING SHOWN ON THESE PLANS CORRELATE TO AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD SEQUENCE OF CONSTRUCTION, TO BE COORDINATED WITH THE PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING BASIS OF BEARINGS.OWNER'S OF TRACT 7240 AND DERRECS MINI—STORAGE. ACCEPTED STREET RIGHT OF WA's. UNLESS SECURED BY A SUBDIVISION uj AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR THE THE BEARING OF SOUTH 89°29'48" EAST FOR TIME NORTH LINE OF THE SEE APPROVED STREET PLANS FOR DETAILS AND DIMENSIONS WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL -� BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. ui 0^ NORTHEAST QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO vi BEING THE CENTERLINE OF STOCKDALE HIGHWAY PER RECORD OF SURVEY � CITY IN PE TION NOTE< W FILED IN BOOK 17 OF RECORD OF SURVEYS AT PAGE 98 IN THE OFFICE OF ESTIMATED QUANTITIES FOR PLAN THE KERN COUNTY RECORDER'S OFFICE WAS USED AS TIME BASIS OF CHECK AND INSPECTION FEE CALCULATIONS. NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A NOT TO BE USED FOR BIDDING PURPOSES. SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN BEARINGS SHOWN UPON THIS MAP. PLASTIC "K" RAIL 1,700 LFOBTAINED. (FOR TRACTS WITH PRIVATE STREETS PARCEL MAP IMPROVEMENTS OR PUBLIC TRACTS WITHOUT RECORDED MAPS.) TEMPORARY CONSTRUCTION SIGNS 30 EA tFew* LEGAL DESCRIPTION: PORTABLE DELINEATOR 100 EA TEMPORARY STRIPING 850 LF CD A PORTION OF PARCEL. "A" OF LOT LINE ADJUSTMENT NO. 41-06 AS PER SH TIN X �. v- CERTIF'ICATE OF COMPLIANCE RECORDED SEPTEMBER 1, 2006 AS DOCUMENT,,,,,,, a) TITLE SHEET N0. 0206218661 OF OFFICIAL RECORDS, ALSO BEING A PORTION OF THEt%**, NORTH HALF OF SECTION 3, TOWNSHIP 30 SOUTH, RANGE 26 EAST MOUNT STOCKDALE HIGHWAY -- PRASE ONE imm." DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, TRAFFIC MANAGEMENT PLAN() STATE OF CALIFORNIA. Cl> STOCKDALE HIGHWAY -- PHASE TWO , TRAFFIC MANAGEMENT PLAN.... < uj c) STOCKDALE Hl HWAY rj p l r - T I , UCKLEBERR PROPOSED FERRELS MINI STORAGE 1 < N YUCAT6N STOCKDALE HIGHWAY cn- ---- --- BRU CULiACAN i C7NEFLOWER BEACH ASTER -� "' � � � Q co PF OPO ED TRACT 7240 , o iu i DATE 10/21/2016 1 1 q i/'�©p� �ry I4 � � -•... � � � N �'r"i ci�.,fE7 tit{). G772 KERN COUNTY WATER AGENCY C r 44 m SHEET E a > c VICINITY MAP - N- KEY MAP. N NO SCALE SCALE: 1'=200'39-7240. CITY RECORDS No. OF 3 SHEETS tai TRC N NOIE5 QAL1RANS.WLAR.N.1N.Q..S1.QN5N U I TS raw -.moo Q 1 INSTALL CONCRETE K�-RAIL PER CALTRANS STANDARDS. C I� Rid T ® � '4 I �U� �7 ""'¢f.AREA OF PAVEMENT, MEDIAN, CURB & GUTTER, ETC. PER 0 Q wz w � w< NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED �'::::•::..... PHASE OF CONSTRUCTION (REFER TO APPROVED STREET n n w Z � ui � � M INSTALL PORTABLE DELINEATOR (25 MAX SPACING) PER CALTRANS ��, � � � FIGURE CF --102 (CA} BY (CA), (CA) INDICATES CALIFORNIA CODES. PLANS FOR TRACT 7240 AND DERREL S MINI -STORAGE 4 cs �- I � FOR EXACT DETAILS AND DIMENSIONS. 10 w 29� Q SAWCUT AND REMOVE EXISTING AC DIKE FOR PLACEMENT OF E � ©� � � � TEMPORARY TRANSITION AC PAVING (REPLACE DIKE IN --KIND UPON NARROW SHOULDER TRAFFIC 3 di � u = z u COMPLETION OF IMPROVEMENTS) LANE waR�c PATTERN w = Q w w u? v u- ��� HEA 500 FT HEAD � H INSTALL TEMPORARY TAPE STRIPING (4" THICK WHITE) W13-�1P a �, v w 5 EXISTING STRIPING TO BE REMOVED. Lo ca 0 �c ce s I. C12(CA) C24(CA) W20--1 W23--2 END o z °- is � ,� " � Q DIRECTION OF TRAVEL ROAD woRK Na ° G20--2 c�uwsIse)������ � ft7 � 2 ROAD ���o�,o�Q©ate. - - INSTALL WARNING SIGN OR PLAQUE PER DETAILS THIS SHEET ZONsING NARROWS<;> " 9 KEEP O wz � > o 0 mw ww W14--3 �- ©z w � E m 0� Z,w TRAFFIC H N I� a W21-1 W5_1 W3---1 RIGHT p � � � � � 1) ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE R4- 7A o w T � o o PER THE CALIFORNIA MUTCD 2014 EDITION, DATED NOVEMBER 7, 2014. CENTER co © © z to wz p x d 2) LANE CLOSURES TO BE IN EFFECT A MAXIMUM OF 90 DAYS. LANE r- � Q � x 2 CLOSED 6Zuwi�-rwj¢Qw 3) CONTRACTOR SHALL HAVE ALL TRAFFIC CONTROL MEASURES APPROVED HEA 3) _ m 3 0 v ugujuu- BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF ANY ROAD WORK. n < w v Q o 0 4) MAXIMUM PORTABLE DELINEATOR SPACING SHALL BE 25' MIN. FOR W1--4 W9 �3 W12-�1 � Cc� � � LL w TANGENTS AND 25 MIN. FOR TRANSITIONS; PORTABLE DELINEATORS SHALL s �; o © a aW_ �w BE RETROREFLECTORIZED. w Q g Lu z©�c�4rn��- ow���"wam q ot��i�jco-4 U, »� r!y ct co t� 0o8id� a Lu co c § CL 1z PROPOSED DERRELS MINI—STORAGE "g W20-1 500} G20-2 C24(CA) I EXISTING CURB &GUTTER ifl --_�__�',��� 4__,_�___��_��__ PROPOSED CURB GUTTER PER pERREL'S MINI�STaRAGI PANS......................................................�-------------- W1 __w_ ��___� W13--1 (45}_—Y-��--__ �--�_ _ —�_ _ 3D C12 CA -- U. C24(CA) uj W1 3-1 (35) 140' � � � _ � � � _ � _ � _ _ _ � _ _ _ � __. _ _ _ _ _ � __ � � � _ � � _ _ _ -- -- — � _ _ 312�, � 32 < 33 34 35 36 37 38 39 44 41 42 +.�.: .._.. ..!+. - w ...._.+w—.–.aw, —1 1. �}M46. Wd rr AIL .� ty ��mo r: .. r M uj w ��`� t� . ........,.,. +w w . 4M • u .,.:w:r • f n. s FROM XM a ............................... � r ....... .. 1 `f / ..,. ul) 00 • 4' ' w w ... 'JQflfNTS l C12 CA « . •4 ..s.l 't.. _.. :::: . .: W21 ::;........ W13-1 25 -......w.,.,..... TEMPORARY TRANSITION MPO YAC PAVING G -•z , „ 0 0 R AT. RCOMPACTED' .4 OVE 6 N G D (PR0P05ED CURB & GUTTER PER TRACT 72401 PLANStag PRQP T4 95% MAX DENSITY) ; . . :. ....... ... T,*- .... — PROP SED TRACT 7240 ......................... .................... ............. .. .... HORIZONTAL: 1"=50' uj I I C! ! 1 I ! PROPOSED DERRELS MINI—STORAGE I oil ! A __ PROPOSED CURB 8c GUTTER PER DERREL S MINI STORAGE PLANS �11�4 y T Ac LLJ ----------------- -EXISTING CURB &GUTTER EXISTING STRIPING TO REMAIN IN PLACE / WRING PHASE OF CONSTR�ICTfOPd ._..._ ._......._. u�..�..�...�,.._._...n..�.._...�..._...�....._..,.1��,.e....�....�.._._.._.., .� .__....._ .�....._...�..�..._......� ._.a.._..r�� .._. � ._..._...�..._._.�....._..�.....�._....�..,.._,..._. � EXISTING fviEDIAN_.,..._,....__._ uj 44 45 46 47 48 49— EXISTING STRIPING (TYP}-` �<. �°` _,....{.�.,.,_ _ .�.__.__.._. _. i _ _ __.__i ».. _ _ _ _I ______ _ •--- .- » t _ _.. _._.t___ .., ...__.._ . _ _ , ...�, . ._ - . -.. _ _��_,. _ _ __ ... ___ ..____ _ ., _.w.� w �.�.� _ _ j am, _.�._ . _•r___ .. _ _.__�.... �� I -EXISTING MEDIAN " FROM Ex E.R. �--•�+�.y •M... 'p''w. rcr�e.+r.!e q�,•ritr.!r*rr.«a+. rr. .s+rrrr�re� rr• rrr e�rn�►r�rrrh.tr.!r!+r+r�i>+r•e�r.� rrr rr.rr�wr��e rr+►!t.ew wr..unwri,w.,a�•rr�w wr.�...r...e,.+�..w..,w.« : . rr•":.�': •:. ;-: r; . .,-: ^:. ...: ;^•�•.. . n -: -.:-^r*.. , rmr;- ^—.:-':-rrs'-, .,'^•r:. .•:--r-.. ..-rr. ; .yrs :. .-•m,-e .•ra-r, ,vvw-s . .w... ff , • � .� �t 2 ._...................... ............ ................. * .............................................................................. I.....,......,..."..............-.-...............................�.,. CURB & GUTTER PER TRACT 7240 PLANS TRACT 240 STOCKDALE DRIVE /-EXISTING CURB & GUTTER s u G20-2 EXISTING STRIPING (TYP) RANCH 3.9-7240 (5 M W% cr) L0 .m c8 Lu z o r C) cq �. T_ ?3 0 0 A L Yom c''Gcr oes � 0 a �C/)Cj Lu � cv 0 CL 1 z Q w!� i.► - w� N W r L Q Q r h E L.. fz. E HORIZONTAL: 1"=40$ r 3.9-7240 (5 M W% cr) L0 .m c8 Lu z o r C) cq �. T_ ?3 0 0 A L Yom c''Gcr oes � 0 a �C/)Cj Lu � cv 0 CL 1 DATE 10/2112016 PA JOB No. 2772 SHEET OF 3 SHEETS z Q i.► - w� W fl Q h . 0 m W w iW ini Lu O � [LI NN �r LL a a c1 Q a. DATE 10/2112016 PA JOB No. 2772 SHEET OF 3 SHEETS z Q i.► - DATE 10/2112016 PA JOB No. 2772 SHEET OF 3 SHEETS QQN 5T.RQ Q rI ON N Q ES M INSTALL CONCRETE K --RAID. PER CALTRANS STANDARDS. M INSTALL PORTABLE DELINEATOR (25' MAX SPACING) PER CALTRANS FIGURE 617--102 (CA) ED SAWCUT AND REMOVE EXISTING AC DIKE FOR PLACEMENT OF TEMPORARY TRANSITION AC PAVING (REPLACE DIKE IN --KIND UPON COMPLETION OF IMPROVEMENTS) INSTALL TEMPORARY TAPE STRIPING (4" THICK WHITE) EXISTING STRIPING TO BE REMOVED. > DIRECTION OF TRAVEL INSTALL WARNING SIGN OR PLAQUE PER DETAILS THIS SHEET FF 1) ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL, BE PER THE CALIFORNIA MUTCD 2014 EDITION, DATED NOVEMBER 7, 2014. 2) LANE CLOSURES TO BE IN EFFECT A MAXIMUM OF 90 DAYS. 3) CONTRACTOR SHALL HAVE ALL TRAFFIC CONTROL MEASURES APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF ANY ROAD WORK. 4) MAXIMUM PORTABLE DELINEATOR SPACING SHALL BE 25' MIN. FOR TANGENTS AND 25' MIN. FOR TRANSITIONS; PORTABLE DELINEATORS SHALL BE RETROREFLECTORIZED. QALIRA.N5 WAIS N ICNa 6N.Q EL&QUES, C L1= ISN I A #. TC 0 4 I NF"-- 4 NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. ROAD E NARROW SHOULDER WORK PATTERN AFFIC 3 5 LANE WORK 500 FT HEAD MPH W13 -1p C12(CA) C24(CA) W20--1 W23--2 rEND n/A WORK ® G20-• 2 PASSING ROAD �7(9> PAN NARROWS(9, KEEP W14-3 RI- GHT W21-1 W5--1 W3--1 R4 -7A CENTER LANE CLOSED <8> MEAD W1-4 W9-3 W12--1 G20-- 2 3 1 0 W2(} 1 .. C24(CA)�. 31 CONSTRUCTION. LIMITS .......... AREA OF PAVEMENT, MEDIAN, CURB & GUTTER, ETC, PER PHASE OF CONSTRUCTION (REFER TO APPROVED STREET PIANS FOR TRACT 7240 AND DERREL'S MINI --STORAGE FOR EXACT DETAILS AND DIMENSIONS. v U. in 0 �agj �- c�¢dzv�zixz ww=UJZWa°° Q 6M?m gu,QZ�u- zcLt �o� cn � CJAGZ�F-{p m � � vi 9 8 � OW2HSWP ww-• yagc?�c�i� ,xii:<U018�uzz© at+l��.. j• azw©©0mw Cj L w22©Q w co gm22twU CL 4wZzZw� (,*8 <c 'uvwQc�w TIS><UW AVO w zQ0z6w Viz'•-•��©��c„r= <w0 �wzuuwtp2 ©w>w __lp Q>: mL<YClc�n! L73 w o Q z J Ci. 4L2 ix 09 �w ,1 .-., W C7 2 � c:l ui � Ci t1w Q ; PROPOSED DERRELS MINI-STORAGE c j EXISTING CURB &GUTTER -`----tT� PROPOSED CURB & GUTTER PER DERREL'S MINI STORAGE PLANS — — - - - — - -Z.: ... .. .. ...... ....... ...,l:. .. .. .. .. .. .. ... .. ... .. .. .. ,. 4 •. . . ... .. .. .. f-r 3� . 32 33 fs. _8. 4t3 ....:.........:... 5 • :'.:..::..:::..:..:::.. :-4*.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.- :::2 :::::::::::: :::'' ::::::::::::::::.::':: • 4 .rte w^•Wu.w..+.n �r .•. •.•h.♦ •.4f. •.Y•.' :Yet 1•Yl• •• • •. .l�+Fl. ......................................................................... :.... ..... .... .S .....4•.•. • t1'..•. •.•T•Y•H•F•'F•�•T•T•N• r•.•.•Y• R'D. .T`Y'I1^^r"1"P.".'.'t•. ..P^M1.•I.i....�T .•fr ., .rr.•. .•... 1•.'TfT!•r!•M•1. .T`•9TRiC'1•R'T.•. .•fT•.'.ti^f'fT.+.•�.^}•9.1.. fT••.'•T•C•'hT'•-hYY'1TT.•.�.TM1 •fY.. .•�•••:• ••• •:•••••• ••••••••••• �•� � 'y'•••rr. ••r1^. •••w�"1•'!`f•Y'.MAe.•fa•• •�•• Z�Iti+.•f•, 1K .YlT�.•FTl. ............... ... .... .. r... ..,.... ... .... .... .. .. .... ...... .. ............ .... ..• .....................77 •.............................•.........•..................... r..............................r...•............................... ....... .. . ... .. .. .... .... ..• ... ...... •wT a♦♦ .• Q � II �I , PROPOSED DERRELS MINI—STORAGE I PROPOSED CURB & GUTTER PER DERREL'S MINI STORAGE PLANS tI J " �� -:::� ' � I _ � r' � ` \ �-- ^'- ,..• _.....�. _ _. �. � -.. ...... -... r. _. _ _. _. ,_ ..... _ r _ __..... � ....._ r.. ,.....�.._ �. �.., ......- _ _ _ _ .� .... _ ,r- -... _ ,... _ �-. _ r. �... T �..._ -... _....-.. —. �• r -..► ....... �� T 1 / r � tl ' �� �� .� � �.....-........... -..� ..........�. ...__ � ...... _.... .....,. .._..._._. _........... ..�... ...._ r.Wr. r...,^ I ..._... .�.... ..,,,,, ----------------------- -.._ _. -..... — _ _. — — .-. — — _ — _..,...-------------- ., — — — ..... — — _ — — ..y,,, � .� r mss. � bra.. �-..rss• �.. _ �r_•zs-�� � '..n." """-°• •-...... --.�. rr 4 CUR - -- ='" T f _ EXISTING B G R :' 1 W1 --1 R1-1 2 . .. .. .. EM T P I TM :�XX x ... .. .. „ :: 2 —1 R1 XISTiNG STRIPING TYP �► TH � �IR�E •T{ S: ::TEI��IP::. E I G '�3:0 ':fl C � { (wv-) (TYP) Y•* crow nA� i!N aal®al +qMR +Y�iN at 1050' (NTS) m*40 a w a1Ma" 04m" 0 I /] HORIZONTAL: 1"=50' 350' (NTS) 350' (NTS) 350' (NTS) W2 --• 1 3--1 1 W 25 4 LT W20-1 1000 _ffW1- W1 -1 3 5 2 W 3 1 35 1 ) C24(CA) �--_ �...� W -�2 2 3 9-3 i-- �" N W1--1 4 3 5 •:•:::�,• •: • x: • •: : ;•Kys'� .;.....�.:;.:Y:j. w::.:i::i::rwww:�a::::• TE M— .42 P.... .. LU......... .. •' .................. •:r,�±:. 4;:;:;:: . ... _... ,.« .... ..._..—_....••--wr. .,.__ __.._.. �__ +•��» .r .+..�....W eat ..r~......... .rr..a�w.r®►.r�r a.se aw aw eros ares arw a.. ease -•�.• •---•..,� ..._..• .w.— aroa• +Mr...eris.wsoa awr a� arw aaaa rw are. aos •r err ear aioa aaa aoaw ears .r..►,,,,''" 4 v �.�-' �r � �. � �� 4 � < am aces, awe► awa arw mm a * a w ma anw aww 4"m 000 � arae ar auo awe ares ares esm 4"m err mor *Am am anon a1r "oft ammom � ss* • * • • e • f s } 22 n' ;� 4 2 o% 2s QJc ! EXISTING MEDIAN 25 4/C2 Q f C s ® • • o • • • • • TY`),, _,..(�') " "' 25 o/c 25 O/c 44 ' '. r- ') ( _ (Typ) TYPl'> _ _ ~' ¢ EXISTING CURB c GUTTER- __ — 4- 7A DIR PROPOSED CURBS & GUTTER PER TRACT 7240 PLANS TH DIRECTIONS PROPOSED - TRACT ..w.......,..IN R1-1 TEMP G20--2 \ — __ ___ II EXIS w l I I I /fill 1 ( I �i lill g < II II Iii' � � � ( ( 1 ( � „ � ► , �: � � EXISTING STRIPING (TYP) \ I I I STOCKDALE RANCH DRIVE HORIZONTAL: 1"=40' a C) z U) z .fi n O7 *-- i-- �" N w > cl T— O. �} U. fit! w co06 a f� Z 0 \i Q � N O CCLL 143 z o a 0 \i UJI o EL O W W Ll. 0 W w m tu {{��{{ !.i\i w LL W 3.9-7240 1DATE 10!21/2072 1I 1 PA JOB No. 11 SHEET !1 z 1DATE 10!21/2072 1I 1 PA JOB No. 11 SHEET !1