HomeMy WebLinkAbout1990 - Morro, Atascadero Avenue, San Andres I . C ONSTRUC SCALL DE S TE WITHOUT PLANS/PERMITAPPROVE BY THE. CITY ENGINEERING
DEPARTMENT AND CALTRA S. THE CITY ENGINEERING DEPART E T AND CALTRANS SHALL BE NOTIFIED AT
LEAST 2 HOURS PRIORTO STARTING CONSTRUCTION
ANY CONSTRUCTI CI DONE WITHOUT APPROVED PL S
fi
ORPRIOR NOTIFICATIONTO THE CITY OR CALTRA Sq ILL DE REJECTED AND WILL DE AT THE CONTRACTOR'S 6 °
AND/OR OWNER'S RISK AND EXPENSE.
2. ALL. CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO C LTRA S, THE CITY OF ATASC DEO V, 9"lA
AND COUNTY OF SAN LUIS OBI SPO STANDARDS AND SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECT T
STANDARDS
AISPECTOR®T THE APPROVAL OF
3a SOILS TESTS SlIALL BE DONE I ACCORDANCE WITH THE COUNTYSPECIFICATIONS
STA DARDS D SPEC I F I CAT I O S
L TESTS UST E ADE WITHIN FIFTEEN DAYS PRI® T
SECTIONS 11-351 .1403 AND 11-351 .1404.. AL PLACING MATERIAL. THE TEST RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL. - °
.--
ti
TS SHALL BE E O SUBGRADE MATERIAL A MATERIAL PLACED SPECIFIED B ° `. ----�-_ '� �' � <7r , ; �, ,5
4. COMPACTION TES
__.
THE CITY ENGINEERING DEPARTS Tm SAID TESTS SMALL DE APPROVEDY THE CITY ENGINEERING EPART-� � ,
MENT PRIOR TO PLACING OF THE EXTMATERIAL. ry
5. SUBGRADE MATERIAL. SMALL E COMPACTED TO A RELATIVE COMPACTION F 95% I THE ROADWAY PRISM4 AND SECTIONS
Ix '1
BETWEEN FINISHED SUBGRADE ELEVATION CE FOOT ALL ATERI L I FILL ELC
111
THE 7O E MENTIONED ABOVE AND IN SIDEWALK SECTIONS SHALL BE COMPACTED TO 90RELATIVE COMPACTION.
6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, NE COMPLETED, ARE I
ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST FOR FINAL, I S ECTIO . "AS-BUILT" PLANS ARE 'TO 4jedo
DE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE IMPROVEMENTS � �
a� �� INSPECTION I S MADE.
" � :' �<.. " <• < ' ,'�;° .
AND PREPARING THE AS-BUILT PLANS SHALL DE PRESENT WHEN THE FINAL
7" A BASE PRIME COAT SEAL OR FOG .SEL WILL BE APPLIED IF DIRECTED BY THE CITY ENGINEERING
DEPARTMENT.
8. A CITY INSPECTION AGREEMENT IS REQUIRED PRIOR TO ISSUANCE OF AN ENCROACHMENT PERMIT AND _
START OF CONSTRUCTION.
" AN EFFORT HAS BEEN BADE 'TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES WITHIN THE JO
SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STR CTURES MAY NOT BE SHOWN ON
1 PLAN AND THEIR LOCATION O HERE SHO I S APPROXIMATE.. CO ST UCT I CI CONTRACTOR AGREES H T
THIS S L vlawry'
HE SCALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND
UTILITIES AND OTHERFACILITIES AND FOR PROTECTING SAE DU RING THE COURSE OF CO STRUCTI OF
THE PROJECT.
10. ALL UTILITY CCI PA IES UST BENOTIFIED PRIOR TO -THE START OF CO STRUCTI . CO ST UCT I O ' $
CONTRACTOR SHALL... CONTACT UNDERGROUND SERI ICE ALERT AT 1-800-642-2444 T LEAST 2-1 O AYS BEFORE
BEGINNING EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN UTILITIES AND WHETHER OR NOT
REPRESENTATIVE OF EACH COMPANY WILL BE PRESET DURING E C VATI
_. --
11 . A CITY E CROAC14 E T PERMIT AND A CALTRENCROACHMENT S PERMIT IS REQUIRED FOR ALL OK DOE
WITHIN THE PUBLIC RIGHT-OF-WAY AND WILL BE VISIBLE PRIOR TO THE START OF CONSTRUCTION. (
12. THE CALM RA S INSPECTOR O . 4Z 1l
-o_sr );FI . ,41-4 lee VI 1ON6 lee
Vk
Y ALL
D ACCURATE RECORD IF
13a CONSTRUCTION CONTRACTOR SHALL MAINTAIN ACU CURRENT, COMPLETE
CHANGES FROM TME CONSTRUCTION AS PROPOSED IN THESE PLANS AND SPECIFICATION, FOR THE PURPOSE OF APS
t
PROVIDING THE ENGINEER WITH A BASIS FOR "AS-BUILT" DRAWINGS. NO CHANGES SALL BE MADE WITHOUT
PRIOR APPROVAL OF THE E GI EE a044 I-le
ZlrTY`; �' 1e1e? r=&C� Y'
14. THE STRUCTURAL SECTION ON ATASCADERO AVENUE AND SAN ANDRES AVENUE WILL BE BASED UPON SOILS _
TESTS TO DETERMINE R�-VALUE OF EXISTING SOIL A A TRAFFIC INDEX DESIGNATED BY CITY GI EE I G DEPARTMENT.
15. ALL FREStt GUT OR FILL SLOPES SHALL DE PROVIDED WITH AN APPROVED METHOD OF EROSION CONTROL � ...�
,�...-
DY THE CITY PLANNING AND ENGINEERING EPA T E TS"
16. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER
AT HIS EXPENSE. �~
17. I THE EVENT THAT THE ACTOR NO CES IRREGULARITIES I THE LINE O GRADE HE SHALL BRING
IT TO THE E I EDI TE ATTENTION OF THE ENGINEER. F HE FAILS T O SCI, THE CC) T ACT StIALL E
RESPONSIBLE FOR ANY ERROR IN THE GRADE AND NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR.
B. EXISTING P V G SHALL BE CUT IN ACCORDANCE WITH CITY/CALTRANS STANDARDS AND SPECIFICATIONS
AND SHALE.. REVEAL COMPETENT STRUCTURAL SECTION AND NEWPAVING SHALL BE JOINED AT THIS POINT.
STRUCTURAL SECTION SHALL BE INSPECTED Y CALTRANS INSPECTOR AND THE CITY ENGINEERING EP T E T
PRIOR TO PLACEMENT OF BASE.
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19. ANY SURVEYMONUMENTS WITHIN THE AREA OF CONSTRUCTIONSHALL E PRESERVED OR RESET _ .-____._____ f _ 46/rE MAP
REGISTERED CIVIL ENGINEER OR LAD SURVEYOR IN ACCORDANCE WITH CITY STANDARDS AND AS REQUIRED
Y STATE LAW, SUBDIVISION AP ACT AND LAD SURVEYORS CT.
20. ALL GRADING SHALL BE IN CONFORMANCE TO CHAPTER 70 OF T14E CURRENT U"B«C. AND TITLE B OF THE � -
TSC DEO BUILDING REGULATIONS AND SHALL BE SUPERVISED BY A SOILS ENGINEER NE REQUIRED.
21 . OFF-SITE GRADING OR OTHER CO5TRUCTICI K NOT PERMITTED ITFICIUT IC) WRITTENPE ISSICI , «?/i� ° 71
`CF THE CF -SITE PROPERTY TY O ERm � O -5 742 7 '° °
.22M NO TREES SHALL BE REMOVED WITHOUT PRIOR APPROVAL OF THE CITY PLANNING DEPARTMENT.
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23.
CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, 7IONA« I-4 &Z
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION FOR THE PROJECT" INCLUDING S FET"Y OF ALL PERSONS AND PROPERTY,
-THAT T THIS REQUIREMENT SHALL~ BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS, AND CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY D NO
HARMLESS DESIGNPROFESSIONAL � r� ,°�Y � ='
M4jee4 AV442 6' 47,4.6 4Z7�ea 4V4Wue 11YP00V��r A17" ^
ONVE
FROM ANY AND ALL LIABILITY, REL OR LLEGED I CCI ECT WITH THE PERFORMANCE OF WORK THE4f066 66CZAON 6XN INPWE&S
PROJECT, EXCEPTING LIABILITY ARISING FROM EGLIGE CE OF DESIGN PROFESSIONAL. !7"�. ..4 -ierw«.-s
2 THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAt=FIC AT ALL TIMES, TRAFFIC CONTROL SHALL BE IN
ACCORDANCE WITH CURRENT`CALTRANS MANUAL FOR TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL
HAD BOOK NO STREET CLOSURE WILL BE PERMITTED LESS PREVIOUSLY ARRANGED FOR AND GRANTED BY
THE CITY ENGINEERING DEPARTMENT.
25. GRADE CONSTRUCTION STAKES SMALL BESET BY A LICENSED OR REGISTERED CIVIL ENGINEER OR
SURVEYOR IN THE STATE OF CALIFORNIA.
26. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNERAPPROVED BY THE POSTMASTER AND CITY
PLANNING DEPARTMENT.
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1#044810" I I I sowsio'N's AA"Vvls Rebrill'sions Appr"018
W0Io;WIIoWWWIM00oo0lIiW� - -_ __ -....------ - -
1,� I ______ I . . . I "�_A�W_W_00 .il froveriff f
,-----_-1 '00000,10tt" All AgWori 00 0 Cowl . Z-04i 00#Crotpoolent fillo, to Roorof clamottiliss'lliolow swvvyw * IU peoferipolion . Over 01rolictow of Public warill liti,11,11; - V_
, _____ __ -I-- I 11,i - ______ ________________.1.11 11- Awal _____y_____& ______ ---------- - - .4M
1 ,- -
I .,. vW41 cal i 1 I, 0 I JR4ft*m"wtwod __A�W" 51I.Altill wevs &96 0411, W . A&i.. fl.,72, 1291ftefe.-finitly lip it i ! I .
I All varrywi different <--Match curb" --T--rr i �.f�. 4 fte**# ANT'S.0114Me IWO&I0 P*M ill
� box 5 � MI00KNO __ 2� . _. - ___w____
�� gratesixurb,types, vj TypeDshown .0 i � -,- _0W0000010000I00_mLA_ ��.
" Q, Type E curb ON __rl Ve �$100;(60 KSO -------__-,- I ---.-- . I 0'i"W"....~ 'rA&" 4soloust" *,M . �.
; " width Ono Wall thickness /!!I'.0 y A_.__1_ alovell col isAy"or I � All- . 0110141101W'SA110" - I/% 3 1961
: 11 a 4 clom.Total-, I,�__ I Some slope / I -11 ---_- . � ____0ft1W______-___________
i , "I c gp�Z I-.1-� yrif " I I . , I I
. : 11 I 0 All 0 as gutter ,Sorl Slope (_!�__ (,-Kl Ol OF F4q"-Y - - ---_ I - _ I- I --- I _,_ --- ______ AP6*X~fr-vilitteolva A*All_*=0 I - - _�
l � o4 Totd-2 _. I!th; as gutter plastic AND Dili I
I ,,-4 f,6" 2'O' 4 Al owit two"Ill .. 11 I � if----Ja;,__j
. I I ��_ . 11 I _9� - , I - I 11
'I, \1 I I L � Z- - a 'flul I __
L " _ co -,
� ,_�,,� :1 I �; I -1 YPICAL SECTION - - &% _____
� : " 7 a 106 wnd7" 4_��� ,ft I 'i'm JWN -.
� I i i _li 1 into tAl I VAAMS 6 _11 I&Z - I -
m I .
� ,_ E 34i steel slep,gow (STEP INSERT) 1, o_ -
I 17,I - ku I,il_Ail I- - -
I � -A-4l r Charritill o 4 0 Is L I " cl�'u, -- " to I - I
i " I I-IlloT (see Note 9) �' � - /^ #VAa----%,% -J.ol PAO .ol y4RIA1101 F a-M40AWA"-S'-0 .&/#. N
, Ii -1
� , . 3"Fl a 6, wfsll ___-_1- ______ ___________ r
� I�a'7 6 G"bil 7 L_ Of 1`4 steel step GENERAL ,.,,a- 4a ---,--S- . �� iff""AWON VVAV . 0
. i , MIQ I ? I Fill L IA 6' 4(ils I
, . -
� X /- , 0 I ...a-- . . 0 onvrf"
� i�3"Fow T /", I 16 "If"is the difference in allivation bet"i"buffer pli fr T ,a � I--' - 4 _V41
� I __� i %� "I 14 1 -Z
I ,, I X I V) , Im
-,
� f ,I _,:�� I I . 7 1 / . �4
I ii flow line end the flairmal;utfer gnader 446 sonalophsoll a At If
� 'I/,,;- 2, For"T"fil thicknoss,"t Table below. ft %Amr IF-4-0---Intiffli.....................s. - � ii
n It i, 1 ;4 / 2
i ,���,�3,�,!' 1 ��,, -Z!-�, .---- . , � I I / 4 lk
i I"R - 3 wait reinforcing not reavorild when me Slot toss al the ,,,III-1, 'I,
I ) . __ WooAaaaaw If ,%
, . , _r, P III ,k4o4ffl�.47 --i --- ---- 4 1 , il 4
! I i I I i T 1 4) unsuppeorted wWthcwWqth*?oriM,"igwt**dWq these I � -
i ,�� I A -
1 Y,ey-il 11 0 - ---I L IA. . **,i -�V,v . ... -_ -IFFIFF"' WWWOM �
! � -_ ____ � X A �it- ,
I i - hmtssN*beretnfomdwft#4bmglg"*CW$W*ObWo J" Ai I� ..4-14'.".-.-. ., -.1 4 Ar"��Vfr*eAt**Vj ��_�
� _41 ) I W 1 2'::.��I T I AW**MW J, $- 1* .:�*-,.'..%, 4-14 � a
. i I ,/I qcmw tainsfolis of box love"comillowift shown, ____V_Ill I .for/~ �:'�,,,-- 1��, __I`-
! � � . a � .
i 1 2'-113/�min r I'lla"���WL . _'...*.." :% - -IN
I
� I_ T I jTj SECTION F-F 11 4. Steps-No"required whiliol tots than 301,Whisroll .2 WAVrX rO . . Jill - /04- lz 2
, � 2*-A/�Min _` I . �5 ..1i I''
11,� LT or outside ii+3"A , I ,/ lIaaa a 1. I - - �t
i (showing sl ptl in '' �_, ,4-/--.q. I is 30*or Merrill,inlooda steps with Lowest rung 12,above . . % . Z,rm$ Pamr ......5.----I F : 11 Q.4"tWO.JeAW 5tr B9Ai==t==7_--,-,- ii .- ��_ 4
1, I " � _ , :I i
i SECTION D-D '�, ithe,floori rightist rung ro,I fill,than 6-tolow lop of ".:- 3W rx*,Z ehtkw . -- vil
� SECTION B-6 1-71 . a - _____
" l -_ It i trilill The distance between steps shoo not exceed 12*& III004 . a
.�I I .C. Match curb type ; Q�alf I- IT Shoo be uniffill throu"Oul the tength of the wall.Piece 1,- r -040- - a IrAttill 14"ftad 11 . /144 I .I - -� rA -
I � z� steps in the all without on coorl Stop ifterts.may be � I `Q oeettlAll -11, -- _J __) 1114, '"
� , 1) -step 4utris shoo Comply I %a - ___ - 11141 - k'
�, �q�7 9 F,'Dof tom bond �Std.frol Vat. r t %,�stilut"for Me 5ii 51001, oriliIell Nis _ �
z'Wil Int) H" ,-�----�_, one grate a. 0,w4r.. fi I
�c ,%,�Wn Int - " -,__ .I .I . (�F ; I F With stole industrial Safety rervilemorris. - - --&- .34W Sheaf C07 If AW %
i ,j-a- X4014 a A If
I A I I � I 1`- I Grate I ;r BAR STEP STEP WSERT 5. Detail Shown 01oft 10 both moral 014 concrete pipe. __7 I . _k -____QW-Ill I
� 4 ,I-_ _T__ 1�____ I [2.� _=-,�- ., . Citiorb At 113ilifh'tr d(SiVII& -4 1
t � I'-- I— � Type 18 - I w A.a r ype"i 3b -. U
: 1 6, Pi call be placed in"well I.
; -1 "I A I -1-*:_- ; � 1 V407ki/* .11111
i - � � .7, . up it *Ill -_ __ � $1.
; I " . 7
� ; - I ;e ; (�D : . a. Bostri floors shall hove wood trowel I inish and 0 minimum Ill . - -��7_-
(5,- I , , �:,De___- _� I ; _'i T. Cti section shall match adjocill Curb. STRUCIVAI * * I jr ,% _. 4 al
� I ,�,1i I \ 4 , 4 4��\_
\ I 1) I ;.L=I -� TEL DET.�LL-!j "from oil dilifirCh011 toward ouliffif pipe, -IBAl I'LL 4 I STRUCTURE P I II 11 Il'ill.
� Grate Grate _�__ slope of li � Ii 0 . 91 - . _ :�
I lype24'N i ; �r , Plaw-wnwI . .I AP t14"""'I'll _--- :�4
14 i i I I = (SEE NOTE 4l Ill � A "I BACKPILL.O.,11I 4 �4 :4
� 111� I I- 9, Gol%rill-See Standard Specifications or Special I ��waaaaaaaaa, I s/.ve �;I - ;1,.,--,-. ... . 1b,A 4
1,�,.=�,s I�: \ . � 4 ; Type -----,. ...I.- Prov ic ornAda_ ,owl ,9.4fir'shred _____- . . . '044 44 % les -k 11:�
.*� I , - �. lllp,..�- *1
1'� r i = �,�, _9_LAt4 . �% 14, *
I, \ ; Oar N ?,�I J.i 2'-O' _I T I to, Cost-irl place or Precost olt~r*is optional with I SAWfAri . �. .'.1 .,,�',
1-�,_41 . .� :�.�____ . ..1, *-1
- 1 ;1 I - -. __ �. , � , - - '. I � 30, - IA -A
;�,5t�, � I _I (' :1111 ___ '41 fr a .- ".. I., �, , ': , �, -",_.., '.�: � ": ,I Ill I. - 1
i , , A) 1 I-- -___:�/ 1 24 _____ ___ controctor.See Standard Specifications. I A C DIKE .� 6 ,1, I..:. . , . : - .;, -__ .. I N-- - :� 1%
-- -_=_=Z, rei.ii I , Ill 1-� I � .... .-I. ____ ;,,": I ..
i $ec 11' I Ill I , --.-. �, '49--1 N 4 (A K
i H ll L_____ TYPE G 6 I':. I. - "Wwl
t 1r)iiof_3 1 i I I- it, Set Intel so that grate Dort Ore parallel to direction of . I AX91i\i lS4A*W4 4f A�li -----. - __-4- N
i . - - to.Oirbr4mi ,* N -4
t 1 IS 0 f 9......I.N __ -- 11R
: __ . - - = -1 I..tX .. .* _411 - __ - 1. ---- ---%- __ -
: ! _O` principal surface f tow, . I __ AMA_,ill W/ AoleAr ill
� _IJ 44 - -_ Ill
! 1 2' ITI 2'-11-3/�M in IT I t 4,0M.44_01�?,57ir -1. --, . 0jr/of 41WIXTd. :h. 1`4 N
, "
� 0. I , L . jr 10
jiff
I 7_
T 12. $ffe'Sitandard Grate DetaiiS'077-A a 077-8 Graf 0 . PA*,eAv*r worm AwAllruwo Ill rw Pomr 0.1 I �Iif,
i i T 2,-04 min �T1 OrOutsOec1ic,+3`* ' �match cuill type T H and Frome Details and"gil of Moicellorseaus Iran 14 83 - --- - - . 4zrh 4ol Va- ;k 1-1_I--_ �
� -, . �Type B2 shown 11 4 and Still W 4AW "a Affleft Z oeow . -4 If.
i � 0 #a 10 III til 01
� or outside dir,+3& TYPE G4 I'-7" Some Wall - -A--_61e_- .-1- ��- - A*411 bitio'by#0 ry , % Q . 1%_ `44
� � .- � -_ .�� I COMAW!CIA 4 'A 0,1 Ill *_4
� . Ill
� - ,----, --I'as Wter I �- CONCRETE CUBIC-YARDS � 4wift ;
; ,YPE:' G2 /Match curb type I - ------- - �ri 14"Aili'Air, .f Cmlpixoid li Ill - .
� -11 H-3'-O`to$'-O'1T - All 14 - _ - 14
� . - t Type A shown Some slope -6") Rcl�(T. . a 11 aPPOOM0001M 1 4 4 %,
� __ , I mo*od a=00"fill?b Ill ,
� _�' _i v;,till 'I Type . 0 4
. N I b / . Additional inae'-[* Additional V 4 'i 14 -_--- T 4
i at A H-3,-O'i XperItICY) rl.�pfffil \ I 1 19/V"(2-40040e, $#111111141111110NI ,110millfwalow alf_1441:71.11,007 90-7 Z_ 44 N
: i 1 I . 11 4 J*`A&A A -----11 , - �
I � i 0 Ioaft ,a Ill ANVIIIII& Wh4h 47APallier,of jC"j?$;&7 jbZ11%. -
; I I ,9! -, -," ! I REINFORCE2 8 TTOM 7-1 0.95 0.220 Ill /11� "t ___
; � ; ; t _P_ - 14
; � I 2 - i I I . _ (1) I -Moff- .Mk." I - Of ON I2�4?6hwidartlil` � __ ill .4
; I I i �01 I I 0 � 13 . ill��I,l if�tl -I ---1. I ,
I I = G-2 I n 1 0,257 3,45 'I R
i i , L �_Vclr, 1i "� _. 0.360 1 ,i� I
I i til ---;i.Q I'll"' W - V -WC po=- ..k I "it."...) Iiiii. A
i 1'1'��t.-' I depression a rll_� G-3 1.03 0,220 OIGN-i"M-el er .&L.1 �, ::4 11
i i ; t, 2 -3 1 (1) (1) X-Toji Ar I -
; ; � - ,AIIII-Ii Gic"i9muord 49WI AW M41, 1
� i I-_tz.__I ) I �
� ; 0 G-4 11111 a - -
i I � 1:1 7- a - - ill -4-
i I � 4t i 12: 0�257 3.4$ 1 I lilot My-. `W a- Il-
i _� � ) 1 (24") "27 0.360 -**- ANW1110 PY~10 6%w- 4
I : "�,Z.-- . . ..
! I ; --12-, ! �_ �� I __ - - A . - ......."Il - - - - --- ,
� I I . ITI 2'-O" IT 1 -4 :3
. G .
,
! ; I , '. - - . -
; 'I A��`j 5 "r] L30 O�257 3.50 0.360 � I
; i, y i -0-M, "T tle')l I � � I- I __ Do I'll, -.-- A .. I . T I . . ,CxAwAw,w .Aseire AVAIll - � " 40
�� 1__�_________2__i__ . SECTION E-E 1T) � I, __�� ", ill^4"1'�- .AiAll .
1_� -1 _. , . --- --_ -��,
� IT! IT� 2'-O' r---7------- , - . . A
I I T or outside dia+3't G-5 1.02 I O�i2o i \
� _L__1_L_1_____�1 1-1 _.�� ) a - 7.
i � -4-1:): NoTr*c*-: � p r. I A I aosieriv '104l do, j?&V�'4/4-,qi 1.� 0
i Bolionis no!reinforced SECTION C-C �) I "r
� s I- I L1_5RNATJV� 1 2 (1) -oo-r-oo� V � �, STRUCTIlli BAMPI'LL, Ae' I - 2.1'IV,VArXr AXAX#SVON .WN r .11 \ :Z
I SECTION A-A I � -, HALF ROUND BOTTOM M Mosimum,allowable � L OWN '9"0=60 to OWTOW40 // Ilk, . .. . . . ; - 4--le- ;01 a\ 1
; --1....111-1� � ;� 11 I height V-0*Totifer bosedon a* ALA" Ce I A4.16i 004, 1 It '. so, . r - - - - (L
i � _ 1::::::::::5 I I I I- fiber Slob.No toodisetions a"So be hisaft to these irl '**) � I . - A I Ill 94
� I I "A- A Quantities becousis Of pipe operhill different floor 0^%""A140 ait"M*TO wa"" I
! : _. I ? 'ill 0 1 114, r
r 1 I 1 11 �r alitroatives or different Curb toocies. 000W.Milllil Alopuop I=ftfolu
;
; 1. I I, I
� �_ JE, -\ T';l J�E - . . (�SlfflffWl
� i I "., ; I- I;I Grate OuRr"111106. I I ZW" - ,' 'a All
4, l �, ) � .4 * .1 4 . I � ..
l: �;: � � , 0___�� - -) j -11� ., I - ., ":�a .1
i 3.,e , TV
Ile I ,�_ I:I Type/ j,
� :1i , I W.44.t AW.VINO . Jill . W. I VEIP&M%lom JOINT
') - : IlType 24"�, , I I i 18", k, 00 . . ... . -
� (A�� yDe,24 -'IV-- t , / ,4_-� cli r-POWT-IiaAmei OMAC90'r'M aw a _____W0_ 10"40 . 1. . :, - .
I _ � ; C . , , , F M-Ciar*%0 A",ll* I All tolotted JCOV Ai. �q i � � I
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! I I � !;I 7 11 A0404i Wesel am I V4..i . �. It I. . 1. I - ...4, I.
� � ! I-j DEPARTMENT OF TRANSPORTATION fill i7fa*40T".I*tow O."44%vii, - .40 � I
t � ,,-I I � �,�14� I` � j ; NOTE:0.)rYPE. A AAO C CURB rO SE .-41.''., . h�7_ f- k-11-OWN-r-14 . _.._.___j
i , STATE OF CALIFORNIA \
� I � .11 ;I 'Ili _�, N I= / --a- .4
i � I""," ! 1�_� I : i I � - - Ii;-2.I.,., �
, I I ...I .
I i �, I TI 040i-�evi, 'Wr dill $"or Ai fiffloill YV 4vrrm
! I t��------�f i__________�1 : �, I I _. 2,-O".. *Atlofifi.r1pu'r 1.0.).04111144-10-04" � I I ______ .
.
i I � -� 0*44WAWT a%,AVM 4~. -19 ' I I I-..- ______ - - _\ /,01/00
i � .__�____-__-�A I __� 1.1 DRAINAGE INLETS W/e 64^a 114 CLASS 'IS" P.= ' AP Ill 4 x III-Welt *Rti Aftwmalk Atiekife" to he ovill 440.4NSION .1l' , -- Clififii4�_.Y�eN-AW-3ii,4,04 --:-
7 1 1 2-C 1 , -0" I T i TYPE G5 verjiolew4lao ~AW1116AMIACIIIal . /000 i4ea 4 1,4*41 ifflhe d"i t I , slot,-#, a . I..ll��0. fd- -1 - ,_. -Ill.- -
,Z_11� 1V 2' , % -ewo. (2.) A (Z DIKE TO HE TYPE "S 1:11rud"curb 4 $0+%W $4"44r W1z,_,.ff4=w.1.V_ .., � __
.
i Ill 4 Ir - - I . ': It" ...,�_ 11
i *."pn%u L*Mlfft IV aw ON-10-%till? � 4P,it'llf's1ri,�P,OrwlorA.-1 "ll I �-.:?. ,',;.41 ��&"-" pl�rfoif,et?Aed t7tFilli -
T Y PE G I TYPE. G-3 . D73 44iiii,iiii 0aV1e.I4fI4-M,Q&'ftQ0 1b. I F" (3.) 3TR.IBKFL Seat 19-3.06 644246 S11i SPel :9 Nenp-ML Cu R a_Ai 17M-i ,g)*51IN-ill- 0 11 � I, . 4;1 .. I .
�______ � . 14 400WIVO rwt 0III41611011`11fil OPA41il It. - . for*i 00aWN .xhioll Conrortiloor 110 14C peori,r4wir .- . .� "::: C'O'"'Oovind Afell ----,:-,- .
-Allefflad Of JfeC tiO17 19-3-06 Of the 5/40f* JhWdard - to, C CIAL oiimororzli Ill the peorl-f,wili"
10 go rJM4 R.&Ivills a"*04MW * 1 4"",Wi cuiIal MW*od- jzft! lkfhW0*W4d CA-6. Cril - , �- - $"' ' I -,
, _
4. M -- i 04101iii ,41I AMM - --ift. - �
Hei e4mrAns V40 A ya W spedir7ca:iIiii If . .10 0 of-lepetilioer 90-7 of -
11 abj0i;pt KA076 11i be ".-V-., .1,,,,�,� . - -
"a
0 for. C40ifty .Sh,9711 be hY ift 99MOntfti OW70nif OOMPW17d a = 11 wil.- 1 . ,. . /I taw -
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_ 40 Cf . .. .. A 1. - I.? - -
I If __ "4 '-ft I �Ae '5til Sta"Ofo,,rd __1.
0 . - ccrX%refe- &dey.js=,Jf*A (;f 0.&,V,N.V,rAft.10;.q0S S40//"*qeme 0,70 a"MI-arsi A%d'll eneo � , I - , -77- a ;, r.. .
" MeMod 4rco-*AAd5o)iiS * Me provisill lor-Sec,flon .W. -r It . 14.....ll __4 -
ft ISO FqN I ofm I ; % I .� - . All ,,,�,,*.'.:�.. 4042'airicallioli 0irli -
- *Ad q* =040r)e= Oliol-0 CW*'rOAPM,00=#IiWdil Me 44fifVebill 4APP111`11111IIIIII11itili0o"aniv .. .. - - - �r;'.Ar- -I At a'
11
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OW FACM&4*4% , '11bir the .5faAw. SkPida,-W -5PeC)f1Cd'fiVnS- OL"fiv cotnPound 96 vr_.ew -ii )us be"'? .. . "All, . , ,:hWpmj0d Ohl bely hV --
- -
I � I af Unless 00h�ZAI 83 eok*Aww of A*gomer omawny4w 4dj4covi to'00iii 4frof or _ � I . I .,. -fr ___==
A, - - .
to", Will a ha// be Jhe AW fd P' en i-"- t��e. I�JAVb. rAW j^44"V*6 AyApii 0"Wft#Aj.>T joeni O'f/kofl va,y 1b allow .- -whifiv pilmoteri fmic
4 'I . on? . _*___J4iFC -
I T
S" 114-MLLA-T 2L- _____ - I ______----------------- t)� tclffo aterit'lli PLIV*"V 00fiairloll"W illi 41j. dZ44/nq imprW.0"AW& 4 E C r/o m g .. I t IgLiT-3v.specs.
I �--�����ill ��"_ I GIOMMOMOMMI010MV10 ___ - -, I
S,040�fkeasn Roit COUNTY OF SAN'LUIS 0013PO sawilk., I spadfkation Ref COMAII" a, $A# WIS *&is SAW*. a a Specification Rof C00#rY OF SAN LiVIS 0111,11100 *dftlo., . � *0/0.,
l�e Nowfit 0111ilfill's MPANIWMT I 9W&WLrflAW O~rmmr spWification ffet. "*77 Of SAN Lill$ 04PISPO 1, .
.I 8401HURM OVART&WSr . �_-----------__ -------''I -/ V81 - . " Armi Af0tv jDvwwEwma mpmruENr �/Af /, a,
. �� I. . I ___________1--I--_-____ o"**0 W& , . 01OW11M 4ii � DrowlM All
� I 4060waffinswom
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I . i-_-------- I------------------------ STANDARD STREET SIGN on &M Poratol DRIVEWAYS
j.1-___,_______--__- . M 6 .- --- CURBS C-/ � � ,_ I SIDEWALKS go Aft _____ A . 0
� _____ _____ -------- I I __31tifIrL � I owiu_ S `la rkw: RESIDENrIAL 8 COMMERCIAL 8 _ 3
t�ETEET.A.1 ��le�Am � I 11 , .3 wilm"l F, 19h I
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��""I�Aol,'I.,� -I I I , ; I paill "ovok f 1.11 * for ?4'all �u ii"KAi � all i I I � I
f 2 50 I . --- 1 VIRAW 4_&1_V-C" � 1_,i .�_1... ,Cost I'll 211,2,Slot M Pol 10 IV 16�.gralle __ I'll lcl.
. Ile . . ,�. 1 24 . _T,_ I,--Gwt*Original--- . ! � ' it 1. I I-5%, 1 ,-I ,
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'� - 2 � CURS QUANTITIES I _ :"- __ F I . I I Ze"4 Cliff 3 0 all/2"lug I '. -I I r
an -IW ahoo ... __. . _; I r - 1 Jlooi.�rwr of awst ^0_1 re",11. -,---- I I � __ 4 Yx 21,12".3/8"-, 1 '/47 I to, _ /A i I , !
24' ty--i-I I X : I y 4' _ I ____._T �__
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I- TA \ I'll, MA&e1V1____ ,.17,
6. a A114 00l I J.__A, T,- _ I �-,,, I'll - Lug 3/4.0011112, , D C-il ICt�-4i�`,AWi
, I -Z,�I I/ , I --fi=4 C-40'0FPCX OF 0"i Pil B
All 4r . TVM -?-a-- wo_vV Sol-, __ -6-o*- -val----w -- -S-Cl I _W %� 17-0 q� --I-
I i ! Aiwvw .
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9 Railij r-1. - . go . __I 2. A"- �t Mwl I I - -1- - I . r.9 I i . ,�" C. AIO al : 1 All 'gootwiliq bom
20 tor variable . 20or vorialittlit �,Aaw,.*�7`04116,-"'. ""',A I r altGS"Ko crift.t"Goul 1"holif,A 114-Fill : ft"ItAkoc"E"Go'll
I , !2 ...r--r-----' -� I � ,__ -, 4 Do- �c
� ,A-t-I � �11 J, I i :�;�. - I -10 0;',;_1_;_24 r"it
I I 11 .I - I.,. , 3 . . __ ii 'a osaft '_$.o�. �11 ) I -0 -(,N-. nowwa pi to receive " , 8 Do's tot I . -
... I U - I Im . VIA? I
... 4 1 __ __F_ -- � -1, i 6 r'li - "I . "10 I
.1 , ol , -?AQQt& - �,.,� I to, 001" ft ! . - (I tot 24 gi sho.,,)
� �.4 I � / 8.00 ili . " -
- -3 Pa - , Lli I ii � - .1
- Pa �n.t I". ..I . _ _ ,� ;�
. qf..-� ._L�- .,..,A 1,,�l .ktj.j , 1��'I, � - . -1 - ______ - *I DE TAIL A DETAIL 8 .L�, ,�- � -,
���� L - � for V"VIlift d"two I I
I F-0-4 10i -�- .- - � 0 (., Sci ; is
r
AI& Ai-8 I� r-W alter r, ! i I'll,;
A"- A?_-a I ----1. IJ X. arshp !I'�" Loll 3"i 1/2"Bors for 36P 2"I'loo, --ii'2" 1 .� A A .1
Tjff E -1 harowl _- r 1 "Nall a" F&AN, F 1_.� . An I .1 In I
. TYEE., . I 1 0440 I/ rYi SOL 04EMIN SERIES ON GRAM a, 3-.3/,j Sot%for nRX J- "', 8 IL 3
_-.1-------_AolaaaaaaAaaa-
I A i rIN1 r'- Ct T- . - 1
33. . NOTE: Type 133 Suploorimoolsod � ,ZT IN WOO- 69 _x 2 I/z"x 3/s' Set Deto-I 13 In '.�� - -
Ilv- on extistonfig povement, Bridge Skkwa& NOTi �Otlw w Sot DitioNt A 1,�_4 3 � I) I ! 2_x)�"iffiltuAlAw tors � ! 5 :91 I
J_ --- -5"-.4". 24' -1 Al: -2. I � 80*4 oral 000-", � H.. -2"ClAtor 1 0: � I I l- "
. ..A. -I-- .,. It. ill 1, CapeAhoomaillyappliel "surfor it ,GlArria fil ll 2"Cloo, -- : _! I - Too flush I
W I Ii Gutter FL -1 I � �
� . .- A - � � I 44, Facitalf a � I
4r .1. - � -1 I CC 91. FW I . �e � 1�1 .
R � W ,_� a -or q , -- - - I -__3/8" r 0
L# , Is*C�M$WtWOMMgkMwOL4dewndtO% "t�*""- 111iffilh
10 r-2"crifforifebrili .- 11 1?- I$ IN � \-I�/ I - I 11')r" ./
a *Calki . I F-AsIiii I f Af -r SECTION B-8 I
" :� -.am- X .. IIrl�, ;�11� . . PLAN C'10 :::: f, S-0, . _10" I ,/ -� 11�
- : C4 ;V" * -1 I , _'t . 3' - I - I
-
.. I - Rill , 1�1.; 1 3,t1se Cal C when siolowalli slope woWd tooled I ALTERli CA,;3�� ." I 0
R, Go 1! .. of - ,- RA Surface 2�L TYPE Go TWJ Goo INI ETS ON GRADE "I - iij j �ODULAR � 11�,I, ,e �ll Ill wi full ol , ___T� `�::`� "' ��
I 3IA2* 0 1
.-
, . .� �.1 . 4 1 ,. _ _ 6%in Coose a.ILM00oliffiript olloplis of warped - C. _�_" ill - r !RON,,GRATE OR CA$_T_5TELL I Lp.i I .
A 0 1. , _ .. I III Ti 000 000 A 111; .-
.1.,�,,, I - , ___ 0 . -, ,I-,-area 0*00W ft elinaway 0411 not vM mom -w ,�.i ,,,, . t --ft�n-_��vvd* 1 1�-114,4'.Jo,24" � -I _ I",
__
I-l - . .I _____`II;AIIII"""""` _T .- ANAIN0 rs~OIL I I 2WBQ_k_H__4 .�:, TYPE 36R 8 36RX GRATE DETAILS GRATE tYPE'36R al I, irlich s, ---"---- tjEjLl"N
04 Longitudinal bot Ill 6%-ftm the w4nidinial grolaity lone of ��Q It DETAIL OF ASPH ____ I I -a,3r
82 Tell gqM_____?!�T 4!!X troo,N"Ono trio'l, f--53,; 72-H 1.4 ,�!! .Ij .
2-1 414 Dowel spaced 4 P4 H the twolealk. I �W*I a �LF_C_TIONF-F 811" 66A ;1.111110101 tro, � ! b ,ii-�! ",i -;;! NOTE
:� 8 3 TYPE " TE PAVEMENT � 1-H 0 �ql-j '101",
. r-1110",H , .� 3 .A. I I V for 2 4'grose ! . " I -1 -
Min length e" (ON Bill 4�XIV-i Will*yr Wt*Oft Over wooftelitior (Jea Nal 4) ___ � - /a ta"70ho ON 3*4'1. Efild 3-11/;Enid toond i t� �__- � Weight of 24'Grote-155 loe
4i 1 Staples",bli used on aforto ftel . ?�r _�t __ " ! I— -T
I-Li-LL_1
. TYPE B I -6--_-*awwC.3*II, 1 , i I'-5�7� 1 1 f_���__77:1 Weight of 18"Grate-130 Itis
,
. 94900 C 14 4l ff-- ,, ,,r" _i� _ V� n_�, I 11 4 If 4
k=W I I - I 11 - ��� I 3* . -, �
I �. q: 11�'for 2'r a.,,_! 1'-B%*to,24'groil I On 18"grete omit center
. 5� , varwiiiiii votooloo'sidififivaus is vi" I F -1 ,- � ; ! Dearing pon?
. Cross stirs � Nfo,is,grate, 1 .; r 0--i____7 i i I,Z' I
_� I =014. -3" I 18.grate 11.10 - -f-
zit�
� =5VIllawl"ft sorld".9oplys 17 4, 'Cil shoal sawillor � -------i�T ALI" - . - I -,--T
a2v OL25! 11 Gow 4 Wall Z, I So al, only trig i 1, SECTION D-D I " i-_LSL_j 9"
I IV resistance vivIlled Of electrolarged I I.:- � ; �__ -_�-4_
I 6�swelvalk and Mob thaIlknoil driatillooy I � I�I � I 1[ -;; NOTE Weight of 24"Grote-162 JbS for 24'q*o* to I _Lc�
11 - -1 9 C �_L�ft 0.0, ----A to beating bars, " i . "i S
a . I , V&tW#*A 64000 sholl bol 4'*ftsiilelifft arg 6 for cal C Sft* 1�1- - H _6��:,�&, li jo cross _�_� Weight at la'Grofe-145 IDS 0= 0=_ 8
� � frogifirmunill 'V*��z ",-Acoft Type 36 RX -
MRS1 001111 be V.. 4MMN_S__L T4 11�__ %"4'Cron bors may be fillet welded, sew
act
I _r__. - ful and olpfrow with gatcovated MOOOI. I swil c It I-,: I P CROSSBAR DETAIL TYPE sors---IN,I-1 i -1-1.-,________ ;I -,,I :
. I_ il I, foroaterial I:.top of dIM Typgosaolaplma DETAIL OF INLET a6RX GRATE(WELDED STEEL) - . lb;:�I�'j bm'A
I . I . _2% 1, -^- r _.V1 i TYPE 18-85 8,Z4-IQ5 �RATE
I _ -1 = 7.0011olnence aft$000,of the ornisol tool - I I � ,JQ --i-I f-'-'i j ,
� I i;lw4Iw ----- I I
I I I --
7 *a--1,61 . W4"4*4 of of*4 boillinfen the ounw I I I GW"* -9-0. tW-W ts*CAIE Ql SHOWN) .,�L - V_ 1 ..� i I � 11 I 11 -" -
! ! -,�-, D TYPE 18-8C 824-JOC GRATE
I I N
--1 and a palm all the roadway 0 tot fol I i s Xtill ,P " I � I 11 (CAST QQVLAR IRON) -4
10%nool Vi Efr I 9 R a ''I _ 0
R __, I - gutter 1111111 SW 00 4114`411011 15%� I . . -) :-Aix"":`� 1:0 -4 'i" ';n�"', .
CUM?` A.% R04401 I O'SOL�ft, W 4 0 Ill in f t / - I, � A i �1, 1; I RETICULINE TYPE
I 9fl3di 1400.08 0, > L-ol � '. I � --A------ CD
fii� "" O'so' - -C,_a�r_ � I'-I t�j for?41'il
.-Nqr"_ ;.,_�Iiii Z.X-4- OLO* orw"w mal 0"44 W quill 010", " .1� CROSS BAR DETAIL �0, atri
Ill vol ,9 11 1�
NoinnalSidewalk TYPE A (HIGH DIKE) --LAALWA.,---- _L_ Wh""owed. ; t 0 ALTERNATIVE CAST NODULAR .�
I foo*e 4 1 1 note 4 1 :��� -eill 91 GENERALNOTES ; I ill, �, I [11, [i I 11 �in,
.. I __ I- 1 IRON GRATE OR CAST STEEL 4 !�L 1-5�1if.,te"Gfoo, i
. 1=621��ONIGRA� 4*ow#lw 4.600" �!) GRATE TYPE 36RX " 'Y'� - I BASIS FOR MISC IRON 8 STEEL FINAL
join_ W .1 . a , ----) �__-Z�il oav� �--i.-..00C,Uft __ , ���__.�] i I I in I , PAY WEIGHTS FOR DRAINAGE INLETS,
-
Front edge Of---------- I*1 ludiroloolk ira-IShouldfor Edge , I ittifyintivion ov"v swift, �Q.. . + a I.Wrt Width of depressed option and shalt be All'onshoull MODIFIED TYPE 36R 8 36RX GRATE FOR ODI INLE !,� [I� � I 1 -,. NOTE
T ,� i :i I NO
S W O:M. I 7 PUAN ers and 4'to Vin city*44tovittlers unless othel , - lGil
! , Beeirill bar%to Do �R411r
____ - a wise shown. E TYPE, ATES LBS I
I Raundold 4 ZC= ,I��I � I 1i _J1 1 314".V,'bar%on 1?/," GOO -ioc t 2 39i 1
-,IN I- .. -^,as I_L - , , INLET TYPE I
- _T Wi*k VA OX" TYPE QjM2&T_A8I_E R&L) §95i�NE_� -1
- _21_ ll i r�PE0S§01._WLETSJN4RAMW D a tmD shol it shell be I im"for shoulditirsar%id I
I _%m
St Z O%mi -7 � . A I ; OOOOOOOODO n i 5
. ! a In City street gulmn or locations oulsods contort I
F111614 CWYWW wift,SMVW*d � i W a Care\ . cool 3 "'SO, Is. 31;to I
.- ���_ i= i I I r WZ" 0TF_j I ......M to up of di - tivilift Cwtw Ill I �f 0.I It ratir-shavil" � Coo of shouldfin unless ottlemse shown. _ .11 f-4 -1 --Z'/.,_,'1 Erwill .1j. .1 0 Cross"IS moy be fillet welded, ; 2"i__IS3�-- -
91104110 A I tt::r I ir clits Curb Holot. DO[Mo[j T a resistance article or electrotorged GO,50�.(,'.G2. I
Z�SIE :onlopial AX agairial 6000,010110#004 . SECTION a�9 11 - 1-141 � _W -_T-_ NOTE. 21 5 t_412R=
FAN Depoesis Oft foolge foloorel - . � I __1 .. f_ . * --Straight Grade,Downward Stol sea I I .1 J A 10 beci bors 1531154(24") : 24-10 9
_� 4 or stogw � - i ng oats lobe 3'/ix�iil bors on 'It 1 _j 1. - '
I I -a Gutter or Shou Idare direction of f low. I I ! - )-' --
--./ przz; � 1 � o , i I'/icenters 0 __7-�L�
1 ;V I . I - 1000OUL0 Weight of 24 Grate-141 las . 444-& _ I a
�
__ I I It to , 21 G4(18')G5.G6 I - __.; M
. X I W---------____ 1�00�---� %It I I- Ar.ar-jr-cl Ls- -.4 Z Gutter(191:011441002 shell be Clan'B"Pill S'tftk. /a 12 oats for 24"Grote-9 bors for 18'Grotes 1 61:1 Weight of 18"Gfote a 107 los .. 8 Six
__T -- __t_�$40A,wk,,h I------- 0 4 , oi All "All tritt000ss of Type 24 grate Shown " a'a [MOO (Type 24 grate Shoal - , "I',
11 .. , 0) TYPE 8 (HWM DIKE) I Al . I r ano.w.00,w 3 Establish curb opposing height at midpoint of grate. ��E112�A A In . I :l=�
I s4lovill R40jo O-3V .. I Weight of 24"Grote-192 lbs � 1�) - . I - X . ---if 14
- .Q.- ft"?O , 'JE00 _W___W____4_ 2 1
� ---.-- ' oil %� 902mi U_ 4 Dol she"for Fl pavement.When k C i
-,---- 4 . -i- kiml ,--- � - M&LQLq_1 Weight of 18"Grolle-145 Its
� . � C.N. am D I Dcl��A
1-1 D ftehor E pavement is used come"to be cut off as shown on '40 cross be's maybe fillet welded, �?I GT-3.r,1-4 Y 24-JOC ; 2 1 404
1 . I_____T-
i
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I soft"of I WR -V'4011113141 ,� 11�331 fl---4 rw 13'40-1 Detail of Asphalt Comilift Flovernarri resistance welded or electroforged - - I I 4
f--ftoulooffervItto lififtimul" �_osi.fl _� -1
Q. "_01-0i f-ill, - I JIJ! ffm 1i srs FA11*1.00 10 Ol each 1.66 ; 4-1 X Z 147e
.LVATION Gulfer P I— A I ICNW r-w_ to bearing oars $ --tgy?t�=
I- Shoulder � -01 rm" -11 outside pool Do's and on I Z 11�76_
1 F----.d � . fftood cX C" _____� 1--__ ,
_q&9_C I iM g,LMPUNTABLE DIKE) . Owl I 0 "' Pl , 11= 5 0 . TYP� 18-9 X GRATE qvwy thao'nooritivol NOTES.-
Deproll entire sidevitalk F__I ff, . .__ L __ i!��F, i:"#o /oler"of A ,
--- 0.17 1 � A 1, tool be, �i to, 24'Gfolt I when ofternotuve gli Oft olkiwill-Final my based at)
. C=====� VO4"� - - I'= GRATE BAR SPACING TABLE (WELDED STEE,-) __�L_ 4 -1�1 114-for is' Glote ollernefive with the lesser weight .
- -__ �, of 791_T ___ -i.,"; 2 Seat weldsng of oil surfaces not required when gratesore golvenized,
Ill Of CAji,WOMA . __ M.1 T TYPE B��'Ili
30 _;ll lles�._,;_. STATt OF CUWORXIA Col X I 1419 Z . I
Soil" I liarrooltatifte, - I - __hII 1 3 Use Frome shown an Slandard Plan I
jg���10N . I I I 1. -I otpAmmm 4W morePORTA:10oll 11 -1 t =!!�� DePAOT14ii OF TRAMSPOKTAT)OW 13 2" 12,18. 1 - �- - i - flill ---I I I 11 4 Either welded steel grate Types 18-10 and 24-13 orlypes 18-9X
I - R
� -
DRIVEWAYS- I I E.l I 36RX(Cost) 13 1 2 :1 �A" - INLET TYPE k t L IP and 24-12 X may be used as olternotivt grates of the contractor's
� 24/8 3 ff.= -- SECTION A-A
- I TYPE C_(L0W,2W CURBS, DKES AND DRIVEWAYS G.6-i 36P Moo _12.1tt- - - 5'. 1 496 SECTIQN B-P option
-
I I !LM PLAN GUTTER DEPRESSIONS r 31, 1;�F----3-S/-, 1_V/1t__ 51kifi 361l - -i I-1 2t5- TYPE 18-10 8?4-_13 GRATE STATE OF CALIFORNIA
_,"
�I ___1
ladmoetr�ft � I 773T;= ��i, 5 TgwTiliil -
-
. TYPE 00&GDO MET N GRADE SM r1K(�THRU 66,GT3 a QT4 HIM IN GRADE sm I - � ,Al � 1 �6p +---4-4 2T- , DEPARTMENT OF TRANSPORTATION I
I ASPHALT-CONCRIETE.DKES NO-A i l;I �__MW 10-Al ����Ir%% __o=== �illillSoAlpelloss - I I,',,",',",11.11'-'l ,", ==:__l4=;o= 7 . I _1-_____-�____-__-___17___,I-1 I i... -4 (WELDED STEEL) BICYCLE PROOF GRATE DETAILS
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* I . ""' I 11 1. �,I ,,-,, . I I MARKINGS Traffic Manual
� I I 11- _ I-__", -11 . - I : I I 11 � . -1 1-1-1-1� I 1-1.11-1 I' _ 111-111111.111, "I 11 I
� �, I I,- ,,--- -____.1__-1 -1 I I '' _ ___----11.,. '72r ,� '_`�%�,�''��,,�'�-_,�111.1-1-1---
0,11 11- 1 __ -,"I % - -1 I i ...1-1_11 I—-__, . r 1. _�_ � - - -�---% -
� -ii6wTi---T,NbWAAW6,& ��-T . I my I couAl I p4lull 'ZRI -I'l I',, I 11 � I - I I I � r
ol f coumi�F I=l-, -1,f � V& ffT %
� o SA W" -1 ''I I I I �I � i , �
� - . I—I--.r,11 . I , I I:11 1�I '�'\.1� I ,il I'll, I I'll I'll I I I i so isto- , I 11 " --------__
. " =E=_ � � r I ,�,��,_ I ,I Roffentlog cool it ; : I
i _T_ ,I - , A I ..I I I.". I - � � .11 ::", - , � I i
I . i .. "I ___Il� - T-= ; I � I I I I "I'll, � I,1�" " ,-1, I* % I - '� I � wouwv of go" I
- - �11 . -4' at swio"lit .
I , I I � I '. I I I I 1 4 (
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I I � Q,\ � I I I "I ,
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""4ill .-.5- 1 1 1 % , � I . 1A"__ __ .04 11
Owl <NPWONV 1� - I I 11 .-r.I-— � - I Flourel-34
I , I % A
11 I , 'Oft : I ill � � 1, I I 9 ,�_ � I , I - -__----r_1 i � 1;i � . I
I � I I I I I I I , . I � .., r -----------1 _-, I � �-.;Cioll rell Ii.
- I I - -
- � I - � A* -
I 1, ... I I cl "Selt Note to . - T 1kill tilif"
; "I , "Rea- � I� A � N I,v's 'A . !a 1 iioiz�`l- . 1, r
1, � � I V 40A- I I j 9 14 Front Edge of -
� �� , I I - , . - i ---__)` Me3no $I 0.
��, I , I I : . I I I I i� I I I : - ,:� r /_% -I- I wtilerf"Ali C^45,0004i .
� - zt : � - � I— � I
.. 11" I \111, I I I � , , '' I I I I I I � al 11 Ibi f � a I / 1i .1 Siftwook T%ITIOAL O'll "ANNELIZERS
I ---- "I � I I r i
I� �' � --
I .
-1-1 11,11, -1.I'll -,���.�,�11 I I I . 1 I I-ii lil, � �1M_ � I " a Man- *I It % NOTES 3- Min. N DTES:
I � r . I'll, , - I , I I *--i � I 0 al "I 1. It d4fal transit icurb to back of Sidesell
I _--_,"_r:,_!;j , f � I 1 1/2"
1 (.) 0
NO PASSING ZONES 9 -1 : : 11, � ," I - 0 1 iiiii
11 � I - a :mall -) ! If is too filifort to accommodate rarwo ood 4'
1 . -TWO DfFtECTION I . I � 1�. I "I I PA'-,.':g I M31 I a J - -F-01 I`ZW to $I�_ -I_ � 1. A minimum oost height of 28" may be used
40" . ,, ! , Z I, j , "of ; . plattail as in Cato A.the sidewalk may
I I ___ I . .I I I � r I / : , N I I k I— Planting 12,5% ;,rijj be depressed torogiludinally ae;in Case 8
. ; . I I I Glit or C of My be widened at fr.Case 0, .
KtA&,21 I -_-I , I I I Oki '- ,�-. 11 I , I A \ at locations where speeds are 40 MPH or
r V - y ".� i. . I � I I I Ill
.0;�-- I � 1, .- I I , I 1, , il. � '-$00 Nots 11 if located __ 2. If ordewallit is lose than V wide.the full T "
I .I I . 11 C : , . - ,�� less.
,",�_ _'_;,_",�_,� "' I I_�11�.111_1 15i:71AT17�1.'�11�T,V"'ZIn I !, I , ., - 11 width of the sidewalk shall be depressed
11� 'M I '� , I I , I fr$center Of two return
717,�"'_'1�11,_,1'11711 .1 , � I- I i� 11 ;* �
I
_ ,I I I -I t I- 11 117' '�,Tm--171_, , . I ..l I , I -ZI: as*newts In Cate C�
. . I _ ,''.. . I t � I Ir %, , , I . � CASE A
09PANnilill9fir OF TROWORTAT" - � ., 11 . I I I " "'i I I _� -0 �, 1.1, �-1-- I
".. � . I I - I I I - �",� CASE C 10-�A.S - S. As an alternate to Case A.ona,romp . .
, �- "
... I , I I 1 "I I 1. I �
4� 1 1 1 ,,I � (Sidewdilk toss totain V arlds) May be placed in the center of the
PAVEMENT MARKERS AND TRAFFIC UNES � � . I I I � r I...� - � -
, I
t J... -f � I I I I_ 1, ; -era4al Royloillitill curb it curb return as to Cost E. - . I
I I I . T CASE F zones shall be orange with silver whitere-
TYPICAL DETAILS,� I I � I I 1 i''I --- � � /"fm4oury at So" See Nole a 4. When r4host is located in center of curb .11
11 I.,- ,I I'LL- i I�19,11 I � I I 1, � I . �
A20-A � � , . I I.: I _111,11- 7 1 I v- I
- I I I �1. I I -11" --- ---- �%--1_�="4=wy __�`1, I , . � ,,* , I I W-W. I ,, , 1 � �__4-_� at odswil I return,crosswalk configuration must be flector units. r
0-o-j"" : , I% ,U�. .�I i .1 '.�_ 11� � j � ,_-L-,- I; 2 4 � .
1�w,,��� I .M..-f � �,:��,ZZ .. 'll I- , � similar to that Shown on the plan to Min. 3"x 1 2"
1 rrr
- :2 t I I � 'y I /f � -1_-___-_F__ r .
I � 1: i 1�11 I I I __ accommodate whersichoors.
I � 1 i I . ____1__7__ 1 2 0
: � A=22$0.FT. % I . I 4, I I
� I 1, � I I I I I Z I".-i I . � �8,33 to i 4' I*�A.8 5. It planting area width is equal to or Reflector . Z It
� I . ! I I" . 1 ---ft---401 - 9 r I . I
-=;,ll'11_��� 1� - I I rooter fri romp to th,rarria side
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_ � . I .. - 04 `X distance -
. t.- I I I I t! I �*iA oft
-i-�--_-- t,j I iiii$0,FT. I I � I _ I 1/01 i �Net*to I I so Vr .
W,14�cm%S,Z,- K,__- 7 44� - 10 I ii r -I ! 6� For Cases F end 4. the longitudinal
:,�A,i.-A"-zil Qv � "'e"t,1�3' I "i I Ai 1 $*,I I I �
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.r,,,.'- 3 . I I-T�' I TYPE V ARAOW � ! I � � i we,,. .1i it, � � I r I
, I i y I 11 �
4-t ZZQ9AM$t -i.4 .. I i ; I portion of the Sidewalk may itted to be
'a i,w'I'm 1. I �� I 7 It I Front Edge� 2 1/4"
711,�H;W�, _. depressed as shown in Case a
I�, I r I I WRONG WAY ARROW I *N I I __ / t . _�
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-1 ,-1111 I,—I _lirm '. -_�_ -1 I � I i I I - I : I 4 ---___
, I � Ot // � I !I I See Note 10'-\ of Sidasill 7. If located on a curve the siclot at the Min. 4" Max.
,, I . ,_ 11 I+.- . -1---7-7 I al I 1 1 inJ to"note not brit parallel.but the 2" Max. _F I,
�_ � . I i soll Nor*10 11 _
- -_ I . `1 1*1, 9; EMIS minimum width of the romp shill be 4'. I
1 -I-4.: . IT .. I � � 44
' `�, I 1 --4-� /111 .�� � __FA -
RIGHT EDGE-LINES ` ',:�,, � I I L, � 12.5% .- �1 4_0- 114
> � ", Front Edge of I 1 4. 8. The bottom of ther romp shall have 0 I
.I Max. .-�j I I . waaalL---
� .1 I � 1, 11 > Sidereal Aq �___--------o 1/2*lip of 45- 1
� . I -V' I I I .
- - .1L curb 1 Z. Z / molimmilrb,�--
All�\_ r r- �
-- . " � Plarifithill 9. Sidowelit and romp thicknol shalt OD N
I I Ill 0 4 I
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--40. �Edi of broovislood M l " I _�_ Fropt Edge of 77 -
DETAIL 27A � g�. . I .1-1 4ill. � I i _....'-1; ----- = At" $I. be 3,/i 1 1 1 # \ X/A I
_.A I 0 M on It 12's /Sidowalk i . . 0i A W I"
1-il __,� I I wt! I I
� I --t- i I See Note I I if located Ali i X I 10. The ral shall have a 12'wide border
- I I 1� - I I . - -, 1111,,�� � . r ! I 1, MCI ,ol�! Ii of
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I�"Ill I � " , ��, 1-4 4, 4" -__ -'lil IbS in carder of curt return I 0 at I 3' I with 1/4 grooves approximately U4"o.c. I I RIGID BASE FLEXIBLE BASE
VAn Cf CA1.0`001% � : L I � - ill . I See grooving detail.The surface of romp
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OEPAArrAMOF TROWORTAr" 2.. 1 1 tl I I . � III I
I a ,�1_ t � __ . CASE 8 I .--.--- shall hav#a transverse breathed surface _ - .- -.1- ,-.�l--.--,-----,---,-".,--,-----,.------,----,"--,-� - I I - -.."r-1 - . .
---
A=16$0.FT. ; , . I L forl tougher than the surrounding nommmmoxxm -11 --------- 11111101 -_-_ nomomamvwmm
PAVEMENT MARKERS AND TRAFFIC LINES I I � 4___�_,. -1- ! - Use wool on slitoll Too of Romp ,411-6A -*--NA;B Sidewalk liscill when located in center
TYPICAL DETAILS 4J - I 12 Al I of / portion Of ramp when 41 of curb return. APPROVED BY
- - I 01 I . located us cantor of __� It, When romp is located in center of curb AAE rAl Ila 45
1 L r A-20-8 �X. I, 4 / I curb return %33% Min. CASE D CASE G return,it shot I be gr2oved in a herring- .
,
. I �1�'-�_�: �_. 11-I wiliM.1-N-a-III., I I - --i I 'a Roulnorel �
I 1.1111, , , . I I-.......-'---'.l 11 i . J�-o'-w-I I 1 ! - 1�__._____.."ll bons pottern with 1/4 Ofecivroll 000neor"'Oolly
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. -, .11 t7l -1 Sot Note 6
1 - t CrAxr,t w0v �� 4w,4w� ,I V 1X2% l'i I ; � , , ��
� - I . I I 1 / I - I 1/i O.c see grooving detail.Grooves
� ; 1�Ii _f__4 f____4__ A=4�2 SO.FT. __ 2%Max. T-T I Limit of should "aligned parallel to crosswalk
i � � I 'I- - -1�, - .t I . �;�' : 1, I pay
. . � I I � � -0.
�k . . I -_1 I , �, r Removal and roplocoment . stripes to direct blind pedestrians into
I �_-- - I . � TYPE V1 ARROW SECTION A-A ,See Note 10 on . opproor
2,��Illk"i . �4 1 � ! ; I at contractor's*off tote crosswalk.
- � : 4
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001V1_0V1.=00`i rMftIX_CE_N�_ I ��+� t I y / Unless Otherwise 1 12, Remo si slope varies uniformly from a
- _'
, � - I .li hatill Rounded
- I I I : "� an Contract ittell mailtimum of up to 12,5%of curb to Can-
� � RXWT LANE DROP ARROW Too*1 Romp II. postairl curb , ��-1 '
I G (FOR LEFT LANE,USE heRAOR AillAil I I form with longitudinal Sidewalk slope 6
I I . � I t . Rou I Min. if ree'llosil A -, is offluclool to too of the romp,still in I
,n- -1 4'- -i V O/404,,l Ail A,5 q eR /70H4f i5 il::�x'WZ9,elfl
- to - )l . All Z,O A ff 7'r
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I 41" �I I- . _T Aded Z%IN—� �1:C:__�--,-j
DETAIL 33-CftqSSftZft Will ,1 . ,I---- T Cases C a G, __--_______ .
i lio �� , 13.'agIR91ii
I I . : . N At.2 A-When 0 wheat emir forl a REVISION DATE des'gne
- I I 2 41 DETAIL H oddeld to on existing facility,the following
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., I ;�I 4" ! ! 1 6.33 All Mom. T- I hilit I Existing curb and sidewalk changes ore permitted:
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r whift LAW " � , I -$osr Note I I ;
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I ____ , � ---I V. ___,� X S
ir _____i__ 0
1 1 Z t i SECTION B-8 J 10 � I 0 (A)Romp grade io Case C may be CUESTA ENGINEERING 1/i All
r____ A ? A=$$0.FT. I i I i plimm"niq Z; /I I Approx.3/4"Ift0toot Otillifort increased to 4%� __
I It .el (8)Other ramp grodes may be incifloated
i _� � -.i � I .1 I, 1. I Owess al slow**as reQuirlid Area I sloping portion of romp . rown
110 � I . \__1 I "I
- _'Z*Ll� � . . i i I a to a maximum of I 1.I%.(Never- ,
, - I ' -1__ = -Y,I thril they Should be as flat as . - 11 I. J- I.,
. 1. I 'Agh Traft, -Iol STATE Of CALIFORNIA 12 11i OM � STATE Of CALIFORNIA Retatiorsig Curb iiiii 490 1 - 1,- q focisili 7401 E L CA M I NO REAL "B / P 0.BOX 2066 ,�,- /,-:;,/ 197
Ttral I .
e . -.j'.T. I I -,
\ $TAT *P C.A10041ri I :v;*_.lu. . ., ..^Z,`tk, k Al'platform is not I /6 I �
` 12.5% I... ,,'.'�^I,. . I . I (C)Where tho 1
-
I ur ... � . .. ., wl may be decreased to
A I at curb -Y�"'.� . . -%,'-a�, A job no, �
11111---�,; C T,1, '� �
I ", RTATION -112-1- IpEPARTMENT OF TRANSPORTATION 2% W", Of necessary Max, T. � . .* 3"sibils.the
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I A=i5$0.FT. -�-- I I, I I : (0)TN platform may be eliminated it TASCADERO CALIFORNIA 93423
. WORDS ---------i��_T __ - LI,P DETAL 8 the grade on net oxciesid 8.33%. 805 466-6827 gpk?-elo �I
T MARKINGS MVEMENT MARKINGS, 4 1
,I PAVEVENT MAWERS AND TRAFFIC LINES TYPE IV W ARROW �
(FOA TYPE IV(R)ARIROW,UW W"04AGO ARROWS AND SYMBOLS T TArE OF CALAFOAWA 1
---------4 CASE E Sol Noto a GROOVING DETAIL DEPARTMENT Of TRANS"RTATION1 �
� TYMAL DETA&S SECTION C-C P-IIIII-II-III-II-4 - 1�
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__ --_q----A---- - "", L__M00Ii10*WmI01IVi00_____ I AZ________________ ____ WHEELCHAIR RAMP DETAIL NO. 1 1 N8-8 ,, sheet I
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. . JOHN R. FALKENSTIEN EXP. 6-30-90 -.5-.f_��_
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