HomeMy WebLinkAbout5.1-9723 REVISION
BENCH MARK
, ~ '~ '~1 ~ d : CHISELED "0' AT NORTH END OF N'E' CURB RETURN
~., . .~ ~ ~ @ PARK WAY AND OAK STREET. ELEVATION= .392.284
'"' ' '~ USGS DATUM
COUN'P¢ OF CAL ORN-IA SH F_,T TITLE
~ -~ 2 DETAILS
.-~] . _a _a . .] ._~ 2 ALLEY CONSTRUCTION AND DETAILS
.J .. L I~ ~. .J _.,d. . u . THE ENGINEER HAS MADE A DILIGENT SEARCH OF RECORDS, CONTACTED
UTILITY COMPANIES AND OTHERWISE ENDEAVORED YO INDICATE ON THE
DRAWINGS UTILITIES WHICH EXIST WITHIN THE LIMITS OF THE WORK.
(J172:.' ~ow~, SINCE THE LOCATIONS AND DESCRIPTIONS WERE NOTALL
· ,,~ OBTAINED FROM ACTUAL FIELD SURVEYS, THE ENGINEER DOES NOT
~ ASSUME RESPONSIBILITY FOR ERRORS OR OMISSIONS TO THE LOCATIONS
~- ~" ~ - ~ · AND DESCRIPTIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL
CONTACT THE OWNERS OF THE UNDERGROUND FACILITIES AND REQUEST
THEY LOCATE AND MARK ON THE GROUND THEIR FACILITIES PRIOR TO 7
BEGINNING ANY WORK.
: CALL ~-800-422-4133 SOUTHERN CALIFORNIA 48 HOURS
: PRIOR TO WORK IN SANTA BARBARA, ORANGE, IMPERIAL,
VENTURA, SAN BERNARDIN0, RIVERSIDE, LOS ANGELES,
INTO AND SAN DIEGO COUNTIES.
I ~ SAN LUIS OBISPO AND KERN USE SAME NUMBER FOR SAN ~, il
- i- ' - LUIS OBISPO AND KERN COUNTY. i! i I~
CALIFORNIA AVENUE
! ,,,
PRIOR TO DELIVERY OF ANY MATERIALS OR BEGINNING EXCAVATION FOR ~ i _
SITE IMPROVEMENT : ANY CONSTRUCTION INCLUDING BUT NOT LIMITED TO SEWER LINES,
: i WATER LINES, STORM DRAINS, STREETS, ECT. AND PRIOR TO BRINGING
I ANY ADDITIONAL MEN OR EQUIPMENT ON THE JOB, THE CONTRACTOR
1.
EARTHWORK-ONSITE
(ALLEY
ONLY)
3,000
' SHALL EXPOSE AND CONFIRM THE EXACT LOCATION OF ALL UNDERGROUND
2. 6' DECORATIVE WALL 120 L.F.
5. 4' DECORATIVE WALL 182 L.F. ! ! I-- i UTILITIES AND REPORT TO THE ENGINEER SAID LOCATIONS AND ANY
' I.d ! POSSIBLE CONFLICT WITH THE WORK TO BE PERFORMED. THE ENGINEER
!, ' Ld SHALL THEN DETERMINE IF ANY REVISIONS TO THE DESIGN ARE
~ i ~ REQUIRED AND PREPARE NECESSARY REVISIONS TO THE PLANS PRIOR TO
STREET
IMPROVEMENTS
(/3 THE CONTRACTOR PROCEEDING WITH ANY WORK ON OR AROUND THE
1. 64':,CURB & GUTTER 32 L.F. ~ :~ '""~~ ! AFFECTED LINE OR LINES' NO EXTRA COMPENSATION WILL BE ALLOWED
. FOR EXTRA COSTS INCURRED DUE TO CONTRACTOR'S FAILURE TO
i 0 STRICTLY FOLLOW THIS PROCEDURE.
2. 6" CONCRETE SIDEWALK 90 L.F.
3. CONCRETE CROSS GUTTER 102 S.F.
4. ASPHALT CONCRETE 4-0 T. i - I
( --'---F--_. ; IMPROVE NOTES
5. CLASS 2 AGGREGATE BASE 96 C.Y. i
6. STREET SIGNS (ASSUME 2) 2 EA. I i
7. WHEELCHAIR RAMPS (5' RADIUS) 4 EA. ,
9.8' sAwG" V-GUTTERcuT & CONCRETE PAD 1,094110 L.F.S'F' [ Il BELOW ¢/'/
PROJECT SITE,, -- .,. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE
! /'~P/ W REQUIREMENTS AND SPECIFICATIONS OF THE CiTY OF
I' !l /i// 0 BAKERSFIELD.
rr
! // 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE
, ~/[ / CONSIDERED PART OF THESE PLANS: S-17, S-28/ST-12,
,l~¢/~ 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALLG,BE, A
NOTE:
l~ ~ MINIMUM OF 3" TYPE "B" ASPHALT CONCRETE OVER OF
THIS PORTION OF THE WALL SHALL NOT r
BE CONSTRUCTED UNTIL THE PARCEL MAP L OF CLASS 2 AGGREGATE BASE.
Is RECORDED, OFF, CIALLY '^CATING THAT __.__' WHEELCHAIRpRiOR
PORTION OF THE ALLEY WEST OF THE NEW ! ~ - I .
CONSTRUCTION. i PARK WAY 4. INSTALL TYPE "B' CURB AND GU}q'ERS PER CITY OF BAKERSFIELD
. STANDARDS ON ALL STREETS UNLESS OTHERWISE NOTED.
i "~ - RAMPS SHALL BE CONSTRUCTED AT ALL STREETS AND
. ALLEY RETURNS UNLESS OTHERWISE DIRECTED BY THE CITY
I ENGINEER. PER C.O.D. STD. S-41/ST-19
LOCATION MAI'TO THE START OF ANY PHASE OF CONSTRUCTION THE INSPECTION i
SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. PHONE : 326-.3049.
SCALE: 1" =200'
7. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES
BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS
INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM
BAG K.
SHALL BE DETERMINED BY THE CITY ENGINEER. '
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY . ¢///.c. ~..,~,, : I ,o., .-~, I *~ ,,~,
DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH · / ~-~.,~% .,=. ~ [ ,,,,I.,.I .... r ;' ' I ' ~[ '
CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND ~Ir I -~ff~$'_/2~ J[ ,,~ ,..,~=~ .... i, ..LJ.lzr~ a,..;-.,
INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR ...'~2..~~~~-- ........ ~ /, ..... I,,1~,~'-~:, e- o
ANY
ERRORS,
OMISSIONS
OR
OTHER
VIOLATIONS
OF
THOSE
ORDINANCES,
STANDAREDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION ~. 'o ~ !~ ~ ~,l <,
~;~-'l~ .~,~?,~1~],~/'/./~/~ ~'~/~'~,~"'~'"' ~' SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED ~~~"~7 ; .~'~' ,=?:'~_ ~lJ:,l .... I. FILE:
~2-~ PLANS SUBMITTED TO THE CITY ENGINEER. ~ ~. .~;,~.~.,.. ~_ ~ .....
AS SH ON~xl
dOB NO:
APPROVED BY: CITY ENGINEER ~. DATE VICINITY MAP '
ED W. SCHULZ R.C.E. 18450 J.
EXP. 6/50/95 NO SCALE
. ..... -- I OF ,:1
CUR8 ANO GUTTER CURB ANO GUTTER l""---- COMBINATION TYPE c~,,.; ~ :~,,~ ~ s~t,~ ~-zo~ ~
TYPE "A" TYPE "a" '~ SIDEWALK
~ ~1[ ~,rk sna]J CcJrJfcJr~ ~cJ the ~ppi~c~Ole Z
~:004321
hn~l
uo~t' 5 t~? ~ ~' ~ ]~ ]aJ~fc, rnia, ~part~nt of Trans~rtatiOrm ~
~0
_. , COFI[Q?~ tO the r~uir~/mt5 of the Sta~ard W
~art~n~ of Tr~ns~rt~tion"~ cut.mt ~ition a~ (~.~,o/ Su~ur~n T~o-Amd--One--h~'f WC(e ~mm~ ~ ~ . ~ ~ '~ ~ $/Qndord wH/ ~equ~re ~ ~m~al ~rm~t fr~ F~ of ~tt~ Concrete for c~ssgutter shah be Clas~
~ ~ T~ ~'C*c~ ~ ~ ' a?~ ~hali conform to the requir~ents of ~he
~ ~ "STANDARD CROSS GUTTER
~ ~r' ~ffi ?~ Oty En~ ~I ~ S~ut a ........ ~ ~ fm~ ~e h~ o/~??~ " TYPICAL SECTION
at t~ ,,~,ts of ~e ~ to O~ ~co~%tmc~ ....... concrete ~rbs, Putter~ end sld~o/k$ occordm~ october 28 .8~ .,~ /~ ~ ~- ~. ~
~ - /mai cpbrovo/ ano acceDtonce by the Ch/of CITY OF BAKERSFIELD I ~ OITY OF BAKERSFIELD _1
rr~*8'corOo~ tt~z, ro~mo/I,tro¢, ,~ , ,z , S -- I orpropert7 ~ .j~ CALIFORNIA S-3 ALLEY HANDICAP RAMP DETAIL
SEC~ON B-B
~11 ~,rk shall conform to the applica:ie s~t ions C~ C2
of the s~ificatioms entitl~ "Sta~a~ C~E Cl {Sid..~ ,.. th~ ~'
S~ficatlor~, State of California, ~part~nt ~ *~' ~,~ DWN BY:
~itlom
DATE:
~ggregate Base shall ~,r, form t0 ~he r~ir~mts DETAIL OF ~' I
for Class 2 Aggregate ~a~. ~j ',~ I
iNVERT GUTTER I ~ '~ z/" ~' DATE:
Grad~ ~R*~ unles~ citherwise directed by the C~E DI C~E D2 , I I' . ' ~'
st, au De a~ each sloe ,:,f structures arid at ethos '-- , 1~ %,__1 ,-- ~"~ ~. ~ --~0--~'
C,:~,crete sba1: ::,rta~r, ¢:0 aOditives ur, less pml,:,p ~ *o, .*c STA N D A R D SECTION C-C JUNE';, ,~ ~ ST~D ~ ACADFILE:
writ[er, aoprovai is ,:,0tair, ed fr,:m* ~he City ALLEY C~OSS L"~ ............ BJD
E,',~ineer, ~,:,ncrete ~nali be cured with ~ .n i tie ~ ~ S E C T ID N .... ' .....
~0-7.81B of the Star, oard 5pec~ficati,:,r,s. u ' ' "~- - - "'~
-~- :~-~ ~-- ~ CITY OF BAKERSFIELD
A[[8~S 3rooosed havtna slopes [ess tqan ¢,~% CiTY OF BAKERSFIELD ...~ ~ _/ ,.] Si4~ ~,~ .
\ \\ A REVISION BY
/ I x% x-- · . ·
~ m ~ ~ '~ ..... ~ .... a - HIGH WALL ~ ·
~ ~' ~ ,~> :. '. - ,.' '. '. .' ' ~o ' s,w CUT 2 TO * ~E*T
~ ~ ~ P P~I IB;~II~ ~;kll I~ , ~ ' ~ ' ~ ,~.' ': "'."' .: "7,' ~ EX ST NO ; ~ ~FACE AND MATCH NEW PAYMENT
~ * o~.~';~" ~ F ...... ~ Vfi~ll VI Illlfi ~I~11~ 6 MEDUM CURB , .'.~ .':~C~,.4.- . '. :~.' ~3~.~,~ ...~v · ~ ~ ·
~ R = 25.00' ~o ~ ~ _- ~'. : ' '. '.'~-:'~T_ ~ N89~74~ W~% ~Tz ' ~~2~
T = 22.7 ' .... ,.. . .50
L = 36.91' ~m ~~ ~+62.98 ~ ...~:,".. ,- . , ~ / _~'~-- ,L ~
'-- ' ' ' ~=~ ~'= -- ~ -- -- -- ~= ........ ~ --~ ~-- ........ ~ --= ==--------~ ~====---- ~==--:=--~ '""CO:CE ~"PAD"*" ' ':' ~ .......... o x~ ~ o~~' ~' ~ -- --
~- o.z~ '~1 ,. .. ~., .., . ..... '~ ~e~ ./ .... ~ ......... ~ .~ . ,
J /1 -~,~ n~,w~ -nk, e n~,w~ ~. ,~ '/- ~$~' ~' :-' ':/~THIS PORTION OF THE WALL~_. _. __ [~o ~ ,~ / ~ .... O~ ---: ' I :
~ R = 25.00 ~,/ ~/ _ I ~q. ~o/ ~ - ~q, ~g/ ~0 ~/ ~% ~~ ~ UNTIL THE PARCEL MAP IS . - ~ ~. ~. ~ ~ ~ PA~ }IAIL
~ %-~ ~ ~ 9~__.~ ~-- ~4~-- -- ~'----I -~¢' ~' ~-- --~-- ----~ - ~ ~ ~% VACATING THAT PORTION .
..~ 5 ~¢~,~2~,=~=~2~bm~~=-=== ~=~/~==~'~ .... ~=~=--~-== ~ ~ ~ o~ m~ A,:~ w~: o~ . ~ ~ co~~r.¢'
~3~ ~ ~.~ ~ / u-~~ ~',; ;7; '~/.ZZ ;k; I~ THE NEW CONSTRUCTION . ~ , - ~~ ~L
~' 0 ' ~ /~ '~ /~ . ~e ' · ~ ·
II II I ~ ]~'C~g// ~/ ZCg~ ¢.. ¢_ . ~ I %¢ : ] . ~ -- ~ CONSTRUCT STANDARD RESIDENTIAL ALLEY
ll~l % · % ~ ~T ~¢~%'-f q~% . 5~% . J . . ~ < ~ PER C.O.D. S~. S-28/ST-12. MODIFY ALLEY
, 8 · . . , · __..__ ........PARCEL ~ ·d AS SHO TO MATCH EXIS NGEAST/~ST
' I~ ]1~5~ 0 %~. ¢%.;.I] ~[ /~ ~ ~ ~¢ ~~ C~U~ ~ ' ,, , CONSTRUCT 4' ~DE CONC SWALE ' _ __. 0 ~ il
I II -'5. > · '~ '~ , I ' SCALE 1 -10 , · - ~ ..
I , , . · ~ ~] ~ . . . b = . s.0~ 0. wA~ CO.S~UCTO. ~.*.S: ~ K PARCEL 2 ~'v
~ II II I ~ · ? ~ m ,5/ · .~6/ · I 0 ~ - FINISH GRADE EL.=92.25 - ~. ~
- ' i I, 71TM ~ ¢/ ' 0m/ ' I ~ ~ · TOP OF 4 WALL EL.=96.25 · ~ ~
~).~ ' ~%-~_~~ III'.1'¢1~ ~ .... , = · ~¢~h ~ % 0+76 Z
, , ~.. ~ .~ ~ , .. , ~m . . ~ ~ . ~¥ : ~ ~ ' z
I II I] I ~ · !! 4~._ /~ - . ~b ~ · . i~ SCALE 1"=20'
Ill I .¢2 ?2 ~ ~ '
II ]1 - ~ . ~ . I _ . .
~ · I ~ i /I ~ ¢~ · ¢~ P ~ id s~, o+~ oo
~ I] II .,, -~ ~ ,,, F ~1 ~ / . / ~ I o ~ ~ Z ~ ,~, ,NCREAS~ MASONRY WALL HE,~HT ~ROM ~' TO ~'
o I~ II ~ ~ ..~ ~ - · I ~ · . , ,
I ~ ~ ~ ' III ~/I ~ · .. · ~ . INCREASE ~ASONRY ~ALL HEIGHT FROM 3 .TO ~ Z ~ ~? INCREASE ~ASONRY WALL HEIGHT FRO~ 3' TO ~'
~ II ~ e ~ .~ ~ iii !'1 . - /I / - Pu &- ¢~ ~E~ ~~ .~
II ~' ~x < [ ~"'~dl~llb ] [ / I-- ~ .... -- ...... B .... :~' U __====_ ..... JL_ ~ ,
~ 0 ~ ' % (i'i~ · EXISTING 2' WIDE · / /I ...... f------ - ¢ ' % '¢' '---'--[
, , . . ~ . . . . '~ - Il
, ], , = · . CONCRETE GU~R ..... ~ / ~.. __. ....... -- EXIS~NG 8 CURB, OUTER ~ /~~~ -- %~--"~ ~ LEXIS~NG 8" CURB, SIDEWALK
A ~ ~ . ']~~_ ~ . / .~% ' / / I ....... ,.~,~. / AND SIDEWALK / ~ ~'~ ~' '~ ~ '
.... /~ ~ · ~ ~ ~.~_ ~%~ · . ~ · / / : NO~ O/ ~U ~ . . PROVIDE EXP. dOINT ~ 8 ~ '~ - ~ z ~
IIII ,A ~o~~ l ~%° ' I I GAS .( .~ ~/l I ~ ....... I I; ;'~~';] ~ L ....... OVERHEADPOWER : ~o I 1
~ ~ ~'~ ~ .~ ~ ' ~'" ~ ~ .~- '"~ - . - '" o ~ '"---- '" -~ ~ - ~ -~-~--
II I1~ - AS ~ - ¢ ~ ~ ~ ~ / ~ ~
~' ~ ~? .~? c . · · , - ~
I ~ II ~: oSE~CLE~OUT~J[A~o. ' ~. ~ ~. C ~ .......... N 8~ ¢* 30 W [ ~ ~1~= m PARK WAY
i ~ ,,,,~ i ~° .... ~ WA~R ~¢~~1 .~~w s /_~¢~%~? w s 'w~71' ~s ~~EXiS~NG ALLEh --~ w- S_~C ~--00 S I" w 3 w a bbw~ z°° ~o<z ~ z~_ ~ o~+ ~_z o~'~ OE~ ~ ~ o ~ ~ .....
' ~ ~'~ .... ~ ..... t~ ............. ~ ~ ......... 0k 0 ~
~ ~ ~ ~ ~ · ~ x x ~ ~ '~ ~'~<
II II m' · ) ~ ~ . WATER LINE J · · ,~ , PL ~ ~ z
~ ~; ~ , ~ ~ CHAIN LINKED FENCE oo ~ U
~ ~~ .................. 'ALLEY TO BE ABANDONED. · ~ PARKING . ....................... ~.~ ...............................
. /~ · ' - I , ~iiI~
I 0 · I1~ ..: I . ; I I ; ;
~/~/I ~ I . . . DETACHED
I
I .-~ · . · z ~> ~ .l .
I:~} : /ll]~'~ : DIRT I, : ~uru OZ~o ; ~1I -- I --I...... D CONSTRUCTION NOTES.' ~Z
% . .
. Jg o : · : = o., , · SEE DETAIL A HEREON c0Nsmu: STANDARD ,AND,CA D STD,
m ~ '~,1~ ~ . , . ~- ~. . .
d m ~ ~NO ............... PARKING SIGN - : - ~ ~ : ', : ~ ~ CONSTRUCT STANDARD CROSS CUTTER PER C.O.D. STD. S-17 Z~
I ~OUSE ~ ~ ~C~ ~ ~ ~/~ ~~~
~, ~¢~!l¢ Ih5' DEEP' i ' ~ ~ 11 I I < b -~ (92.25) EXISTING GROUND ELEVATION
0 ' ~ '?~ ~ CONC. DRIVE ' ' o ' I ~ - ~0~ 0,: ,,~,~ ~ ~ ~ ~ OHO aROUND
'~ '<~'~%ST0~ s,~ k---- i .... ~ .... ~- --- LEGEND (EXISTING)
I ~~~~%~o ~; ~' : ~% 0~¢* 4*7 *~o.. ¢~¢. ¢~¢. ¢ SEWER MANHOLE WHEEL CHAIR RAMPS AND PROPOSED DRIVEWAY LOCATIONS DWN .Y: RRG
~ ~ b ~o¢% ~%c =~o -~¢~ -- ~¢~o -~o -¢~o ~'~. '~o A FIRE HYDRANT FILE: 9725_ST
¢~ ~ ~ ~¢ m -*¢ m m m ~ 0+00 - ~ UTILITY POLE SHALL BE CONSTRUCTED PER SITE PLAN REVIEW.
~ ~__~ DATE: 7/10/92
~ , 9¢ e~ 92 , ¢ 9¢ ~ , s~ ( DOWN GUY
~ ~ .81 ~ ~ ~/~ INT.o ~ ~ - ~ ~ CATE VALVE ~PROVED BY:
I. I PARK WAY . WA*ER METER
~ D TRAFFIC SIGNAL BOX
I <~ ~A~ ~ ~ DATE: 11/10/92
.... _____~5 I---- -- -=i --///~ Cw~ ~ow[~ r~2o'
/'~ =- ~ _ ~I _ Z¢%" c~R~ Z~~ _: Z~= ~ SIGN AS DESCRIBED SC~E:
~ ~ /~ - t CONC. DRIVE ............. ~ 2" PVC SIGNAL CONDUIT /~-~ _~ ' ,
II] J AND GUTTER' /~;.., ~ /~
J I DON G. SIMPS~, ROE 7765, ~P. DATE 9-50-96 DA~
I
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