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2009 - San Andres Avenue
SAN ANDRE CDBG SIDEWALK BARRIER REMOVAL s s ------------ 4 OFFICE COPY 7 8 9 10 a A r"k 0"%v ww" mp M NT PLANS FOR z 0 v D A SAN 11MLLN KE % AVENUE0 o u SACRAMENTO SIDEWALr B RRIER REMC)VAL SAN FRANCISCO MON7E'REY ° B PHASE IV ATASCADERO . SAN LUIS OBISPO LOS ANGELES SAN DIEGO PR0,1EC T L OCA TION a o VICINITY MAP NO SCALE C C 0 LL Lu SANTA LUCIA z IF oUI )ED � oPPOPA 7 � a i (4 o . - :. 0 U)df lit Sq a Q �p4 Id o © D 0 �. o D Vlcp C/) > i1z a rn a Lij W k W W ESom"TATE uo"*AF LA`;AL1F(A0)*m' Krw`- N-1A W > W W S1 TE MAP < 2: W NO SCALE �"� ..,,J C r,,'" �r � F SHEET DESCRIPTION F COV COVER SHEET C1.0 CONSTRUCTION NOTES AND MAP LEGEND � C2.0 TREE PROTECTION and TREE REMOVAL w C3. 1 NEW SIDEWALK PLAN VIEW x z C3:2 NEW .SIDEWALK PLAN VIEW DATE: 04. 1 NEW SIDEWALK PROFILE VIEW 03/06/2009 C4.2 NEW SIDEWALK X---SECTIONS / V�/ L NO TES C4.3 NEW SIDEWALK X---SECTIONS DRAWN BY: C5. 1 DETAIL SHEET Karry Clark 1. IT SHALL BL THE RESPONSIBILITY OF THE CONTRACTOR OR PE`RMITTL�"E` To CONTACT "UNDE"RGROUND SERVICE ALERT U.S.A. " C5.2 DETAIL SHEET CHECKED BY: TOLL FREE" AT 1-800-227-2600 FORTY EIGHT (48) HoURS C�/DA/sBK PRIOR TO START OF CONSTRUCTION, FOR LOCATION OF POWER, FILE Na. / LOCATION: TELEPHONE; OIL AND NATURAL GAS UNDERGROUND FACILITIES: CONTRACTOR OR PERMITEF SHALL ALSO CONTACT THE APPROPRIATE" T/E/c�/PAs/Aeo/SAA G AGENCY FDR THE LOCATION OF CABLE TV, WATER, SEWER, DRAINAGE SCALE: OR UNDERGROUND FACILITIES 2. THE CONTRACTOR SHALL POSSESS A CLASS 'A" LICENSE" AT SHEET Na. THE TIME THE CONTRACT IS AWARDED. J. COORDINATE CDBG SIDEWALK PROJECT WITH ROAD IMPROVEMENT PROJECT. 2 3 4 5 _ 7 8 10 4 --------------------------- . .0 ..._...,.._:�..._..__..___... . . ..vww s-. uu.v.>n...nim ..,,._..,...._..e.».........,.,.-_--..—�__�.__��....�..__�.__ .....m... .�....._._.....__..._.w._�..� _.___._ ...... �^ .. an-m✓n+nuax moaw5xsvwr�.n�+. ... avzaam avwmn ..,».«n..m ..,,.-.............. .,. ...,...,,,.-nrr....m.r--=...�.,.....rvm n rra .:.. .:.STM'^... ... ._._—__�_.,._.,._.�_....._�__....._.�,.�_._..—_..e..'—_..-.-....�..,.........w.^..,.r.,..—m.,.....mm�waua. wvxwub�v-..v...�.....�..w.wpxa w.rne.,W,.a..�e .. '^+�.a• rroa+'.ww.rromwn..mm+m+. _............................,..m.,�Yn,a«arxam�vmu�mn.eu.uw..m'ea.,uM....�.,-.ur-_............_...—_.....,�.a,mvmn..:w...m..,....,.,......m........—.e—.—.—..+nw«cv.flaaeo-Rm�,.vm�^.�'`.._.__-.......,.-.s�+-«memw¢m ....m+.ry .v_ —�-,..m,a»n refit._.. .,. _ " � [----- - i ~ ~ � ~ , 10 t 6 , 5 I' 9 _ LI — i � � A � ,A 0 SANTA 1 r.)Ili DRIP LINE/p� i t r, i # r \ 7+ :j 1`MIN � B 1 D ,, I t if 1 kyr VOWdot , y' vow 1 2% 51yo wf ....,__,_................_._...,,_.._,..............,.,... . eft f (i I �� ---�` c EDGE OF PAVEMENT —EDGE OF PAVEMENT _ TRIS SIDE VIEW i t �F 4 ATTACHMENTS PER POST �4 s MAX 4 MESH . FENCE vN uj GROUND SURFACE .� rj20/6 Lo 00 c METAL EDGE OF PAVEMENT EDGE OF PAVEMENT SHRUB 13 2p"LCA(2P) '�, T f✓; .tr D TREE LEA NCSSHRUB AND TREE PROTECTION FENCING r D *woo All t c LEGEND....... NEW MAIL BOXES z INSTALL NE j IV � w INSTALL SIDEWALK S-le C5.1 URS RAMP AILS 1 &3 O INSTALL C gF V ''" i# ,..��.. SEE DET (n7 It .w,. SEE DETAIL 10 ON SN.C5.2 �r INSTALL SIDEWALK DETAIL 1A ON SH.C5.1 q INSTALL CONCRETE DR APPROACH SEE »2 ; v,. him.# j ' C/ SEE DETAIL ON SH.C5co 1 B INSTALL SIDEWALK .1 5 R METER TO GRADE SEE AIL 1 B ON SH.C 1 } ADJUST WAVE GUTTER TALL UNDER SIDEWALK DRAIN 2 INSTALL CURB & 11 INS 5.1 DETAIL 5 ON SH.C5.1 SEE DETAIL 7 ON SH. i . � SEE DOMES�'X 2' MAT 3 TREE PROTECTION 12 INSTALL TRUNCATED D z# { t i t F n GUARD RAIL REMOVE EXISTING TREES AND GRIND 4 INSTALL G 13 W EXISTING SURFACE '' 4 C5.1 "BELO SEE DETAIL 7 ON SH. STUMPS 18 � EX FENCE TO P.L. f SIGN ATE E �;�` �� �-'•;�' '� � � L.5 RELOCATE .C5»1 14 RELOCATE SEE DETAIL 2 ON APPROACH }` vEwAY APPR 11:51 INSTALL AC DR r3 N TE WATER METER EE DETAIL 11 ON SH.C5.2 LOCA S i 1 ; a NEW SIGN . Rr U? CL INSTALL 1!� I EWALK°' _ D `END OF PUBLIC S �} rn 1 t DESIGNED BY: Lac Hark t;,�: �,_ 13 ..tea 2° 13 a t i s j DRAWN BY: 13 w r Clark tor }4}xwas Lr t3} sr q ''M 6'La(zP} a„w� ! n, �- \� 24TR KI4� HEC ` r<.2„�-.•-^^" rr-r,�r,rr -r"' ,,,.:,s" r,,r ,.,.. w.,..v,,.4��x���� �'`,.,-���� � �>tr/< 1.`, `�'y}` �`�t �"l i� *���~` �y� 7 s '� �'F ��t, �� �� 1 i,���-.� t� t; �^+ KIDA t4a to '' ,M \.` °\ °' `� ''`s ,.._._..._ a, t 1 `rr ``r-r i4 ' c•: t Cyt i t` S a tb } W t i ,v'r� '"YY �,.r^. ---...., ,..t ,� nw�Y• ...._,.__. _ -.-........j ,......_..__.__.._.^..�_...._._.w......- ......,... ;✓.y.,,«,t�'�•�� �*'^_=i�»,«...w�:«� �-n. � � `j. e, t^ n��(„ ;. ..•c»e, V,�u ».� •.J�"� •�:e� � .,r- ++.�` .rhe..� `.S 'w3 1 a e L E 6 T fa Fa ii •t .......... JJ 't r fr ,W � -��,-� _;;.�,;�_., -•�__.rv.._ .wrrM ,�:-• i _. :;`�---....� . ~"--... ,.-� � [wry;!SA PAS✓ R� t/� M w, .,.- _.,..w...�-_-„.,..m =s...,,«e+c..mw�.{c...1.�.«»M,._.....".,...,,,,........,.,,-.4.r_...____......�.....__._......._.. ._,._.,,.-..�5�__......-__...,..../,._..._,..........._..,.,_......._�._._...___-,..,..,.>�, •"`.F..� t .,_,.. '.,.p,'.._ ,'•t._ �-,.... .�" ..-•'' is ?, 'r BRWE ,'i .,__.. -.,..... F`•-,.._,...,..•s? ...._.. ,,,...^..-,.,>. t`f,w _.e-+=,v^-.w.�........,.�4.:_;,',_,-i '�, ”, ' _,, cale: NOTES `-.• r %` ..-fir-' ...-.....,. _ + s. ,.._...._•...,... t:_.,�...,_.,.....,_....."�.a.},"•.,_°....�.._.....,....;;,t,..._.._,.. ION ii _ _. 50 y f t S 1 �/ ,/' er.,.,. L.-„-.......rv...,,.........-.M,..t1,a.._.,.,.1,...�.."......,_.._..,�.-.,..._...x•+k;.-...-•-.;ti.,� r� '`''�._."..._.....� � 6 C1P L7P1 � -" _.sF.-, ..fit.. •i- ,:. � ice._ <�a b f r ...r* �� i "�;r�5� TREE �,a�3:.rucss+ �. N�N tw`� _..'• T µ�' 1 f W WO > S •"',..,;� ,"• •...,..--.` iF2%&'m"TMxSt ,._ s�" :'." w,' T,__ _,,........___,._..._._..<:..t•!..._........... �j •-_.•.__",_.-.,..J.__..._.w.-__..-....___._.._.....,............._....»....-_... _,..-,._..,_ _M,,.._"..-._..._.,._-,..-._.,.......,..»- -._. ._.,_.._._...,-....,.".._...._.,.,........__.... _..,...,.,.,- ,K.- a..-...:,!'....-..-.-...._..,........_. ,_.._...-.-_...._._..,.,..___._,...._.._._.-`.._.. { N`...,..� _ \ �, ................_ .__..__ _ UNLESS SE NOTED. w� a. _.,_.._.,. ,:� � _, w � � 1 _,. �r<, S,AN ,4 Ir' / SHI*ET QTHERWI n => �` AN NO. ALL REMAIN U SS N .,:�.=�:�.�. -__,._� � .�_._ .�.�„�� ���.-,.�..� ',-..-�-�.�,• �;,,�/ ; ti ,.,� i 3 `ay �R,��' E "��t 1» ALL EXISTING TREES SH �� �, ``� ' •, 13 TREES SHAD BE _. 'I/ ROM i�TWO t i "'^t-.•• ,__/., RANCHES IN DANGER OF BEING TORN HiORK BEING Ot}NE» .......� rf y It i p, , � y is 2. LOW B ,r ,r / �"�i ��` wo PRUNED PRIOR TO ANY HEAVY EQUIPMENT .� 4—FOOT PROTECTION WITH E ? X13 'FREES TO REMAIN SHALL BE FENCED FOR r'r ` K SNOW OR SAFETY I"ENCING PLACED AT THE DRIP OR ��, \ MOWN CHAIN LIN 2 `� 10 F/ AS SHAWN ON THE PLAN. ✓ 9 r� f REPORT DATED 01/20/2009 8 4» SEE ARBORIST � � ' 6 5 4 3 2 10 . 1 8 wommovitoattoommoalwimoawlllllllllll�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIllill�:L______1 9 _�,,,'',,,,"''''',,'''''L-----7 �J ,__- A � 0 M w. 6 L'- _ _..._. `V 0 NOT PART OF THIS PROJECT SEE STREET IMPROVESNS (3 'u C) / (n W �^-� 1 a (n �`- V3 24+12.52 SAW CUT /i U / w -.4 . "�w �, REMOVE EXISTING11 , , I ',�\-� �~,' SIDEWALK AND CURS i > • INSTALL NEW PCC SIDEWAI~K / �) ' 11 `e GUTTER l r MATCH TO EXISTING IRIP RAP NSTALL ,f; /�,/ `�, CURB AN EXISTING � `', _,.v t BOTH SII _ -"----" EXISTING SIDEWALK b WALIr y%RI�.' \/ '/�' �� � �'��' �-,�.�` --_,'m CH TO ��;C�AI_. -�.. ,` ,-V._..w 7777==3 7= 7=7:: __________,_ ____mwpwmw-----"Oom- 777777F=7__ _777==7__ 1�,IN,<'\� ` / �� A •,s, ,h y ir �-.;_ t` `__.,�„__,_,..,--_, r �» " (� r,! 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LOCATION: 1111.__1111 _._ __. ..__.._.__._ _.. __._._�.�. _w_ _�_.__ _._ 1111_ 1111_�___,._. X-SECT.29+25 __-._._._..__.__,___-. _.__...___,.__.,.____._ _-.k.. _____,..__. ,-__. ..._.__......_ -1._-1----1-.-_....._. fli- ,_._, _.�,.._....r,ti �Y � � � L----.-,. .,. 1,-- _-.---1,..__.._.. ._._,_-___...-._...._.,._,..»...,..,,._-.--___-_,.-.--,..____.........____..,._.._._____._..__.,..,._.._.-._-_-----I------ _.._..___. ____---.-............._._..__._.__.-_-.-_...-__._.._._-.---._,_.___._,.,.....,._-., _-.__�.,..___._ 500 r. 4000 _ __ 1111.__ _ ___._ __ _-__ ___.________.______.�..__._._._____�_____..___.-_1111._-._.._�_._._,__.___.__._- . _...____.__._ 1111..____ 1111___-__.____..�_.__._P______.._.. -� --1111._ _� , _1 T/EJCP/PSP/ACO/SA _.___._.__._____.___.____..T...._.__-«...�..�_-..._..�.__..._____.�_-1111_____,.______._-_-___w. __:_e-_-._,-:_ 1111 ._ ---.__-_-___-_____-___..____-___.__-w--_.._-_..-_r__-_.�.,--.-___-_r_.-�.._....______--__,_._.�...._ __11.....,---,,..________._..- --_...._.,._ ___-_-____,.--..a_.�__.._.,_.__.-1...111_-,.----.--.�____.., X�-SECT.30+75 _ _ _ __ _ _ 4990; ` _.,_______,__-._ ______.__._,..._______.�._____.__.__.____.-._.�.___.._____ _.._-_..�..,.'.._._-,__.-___«..__«1111-1 --,__-----.___,v... ! 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X-SECT.36+25 X SECT.34+50 _ /W Lo C p © Q ,,n TOP OF NEW W p W w Q ROAD AC � t w TOP O NEW 501Q� -- _ ._ . _ ,,, ...0 _:..k-._ .._._. w�__ ----------..,...__w__.._.._._._._..__.M_____......___ _...._.__-_-..-_.____...� .,,„._..._.,..,.... _.._. ._ ., 4990---,-.----_._.,..,.., _.._._»_..._ __..,_-._...._...__,....---------- X-SECT. ------ -X-SECT.36+50 �._._..----------- X-SECT.35+00 . 1 D D /W /W n1 "' TOP OF NEW W R W ---► ROAD AGA ` TOP O NEW 2 U � toW ¢ ROAD ACU-i 1 __ _ µ w�. _ : 501M. z Joao ._ .:: _ _ _.rv. ,.--.-.-_:-,.^.,.:-. _ . ::: :. wM r-.- I 0 ui 500 .__ .._ _._ .�.... _. _.....��. .____.�_. 499 X-SECT.36+75 LU 91 + >C X-SECT.35 25 E C a uJ W � � /W w < 9C) a 0 § ui u TOP O NEW ; /W ? � /W „ ¢ ROAD AC I 2 U 4 50) TOP OF NEW -__-----_4 _..__. 5010 Lo u, < ROAD AC U) t.L.l 4sso x SECT.37+00 x SECT.3 +50 DATE: 03/06/2009 No DESIGNED BY: /W N /W Larry Clark g Lo U TOP O NEW DRAWN BY- .-i ¢ ROAD AC Larry dark Uw CHECKED BY: __.� SK/DA FILE NO. LOCATION: 5000 -- "":M y: T/E/CP/PSP/ACO/SA Scale: �t f Horiz. 1 a 499 Vert. V=10' X SECT.35+75 SHEET No. a 1 � � 4 5 6 7 8 9 10 C ---------- -------------------- --------- _-------- _ - __--__ r ------------- _ _ _r_.__ }. ._.._ _____ __----------------- 3 4 5 ? 8 9 10 t RJW 5, BIKE LANE TRAFFIC LANE R/W 51 NEW BIKE LANE TRAFFIC LANE TRAFFIC LANE Rev 61 NEW PLANTER BIKE LANE TRAFFIC LANE TRAFFIC LANE r 4' PGC 6.5' TRAFFIC LANE T VARIES 3° VAR. PCC VARIES 101-601 VARIES,r 3' PCC 4 10#_610 VARIES 3 SW 10.6 MIN. 10'•«6'► SW MIN. 10-� SW MIN. 106 C&G' z 0 6" 18" 0 Ce R=1/2" J_ a R=1/20# ,p 2% 2 ..,r.,...,.�..• .. ,,�.. .......M-. a. --- .Q zo z U) rn tii A A 7SHOULDER BACKINGSHOULDER BACKING D.G. FILL SHOULDER SACKING 6"OF D.G.OR A BEHIND P.C.C. CURB g OF D.G.OR WHERE SHOWN 6°'OF D.G.OR WHERE SHOWN CLASS li BASE WHERE SHOWN SIDEWALK GUTTER AND GLASS If BASE ON PLAN CLASS It BASE ON PLAN ON PLAN A SIDEWALK ROAD SECTION ROAD SECTION ROAD TI R=1" REBAR/DOWEL 27+74.7 TO 29+t�5.$ 30+02.0T 3213.75 3 +50 TO 37+16.19DETAIL 5 DETAIL 1 DETAIL 1A DETAIL 1 � B EXIST.SIDEWALK INSTALL TRUNCATED DOMES 2' NEW P.C.C. SIDEWALK •� G. • � as 4 • , ,° •,, ♦ � 4I UNfrMY 'd 4" OF STRUCTURAL T MIN.Cru s � a ® FILL COMPACTED SIDEWALK INSTL. ' ' P.C.C.COLLAR TO MIN. 90%R.C. LL. w (WHERE REQUIRED) ° (12"WIDE,12"DEEP) f"°""''� 4I 4 �,,„r„+�/ Z STD. �' 0 4 ° ® .° 4SEWER MANHOLE COVER t i P 1 CAL S I D E"WAL K RAMP �- GALV. �. •. . (SEE DTD.DWG.S-9) IRON DETAIL 6 SCH 40 PIPE 12" e �• �. ,. . 7l is�t,iw .:e «•.•:,M ::'4 t �+,l V' +.:IM•%•t •.••t ..',,�+1'�!P a��'!. �. `���`�/�`� `�\ ,� PLAN VIEW ,.s t•.s .!*.."�•'t!•i�.sY•• .e• � .`e• ,.•A.«w,•j :*.:•;e� ••s• �:.•j« y,. •.e••:. °' \` �\ \ r♦` d ♦ / `\•1 „�.�,*;..f.•;...�t..�,. = Y PACK CONCRETE Y. N /21#X4"'PIN r� 1 +� SEWER MANHOLE COVER(STD.DWG.S-9) .25" D $r r MIN. 4 1 4 i A.C.PAVEMENT ------ — #4 REBAR ' DETAIL 2�,r ° `� .! PROPOSED GUARD RAIL BOTH SIDES > P.C.C.COLLAR 1.5 SCH 40 STEEL PIPE :. 4 (12 WIDE,12 DEEP) HOT DIP GALVANIZE Q TOP OF NEW SIDEWALK w TOP OF EXIST. GROUND E Z CL W W RAN ` > ' --�- ..- — 5'MIN. SECTION s 15.25' > 4'6'°MIN. P.C.C.SIDEWALK 27 52.3 MATCH TO Q ' W D.G.FILL EXISTING SIDEWALK � C / �� „jJ Cl P.C.C.CURB 2% BEHIND EL 14999.91 "� °v✓ q SIDEWALK NOTES: 1. MANHOLE COLLAR SHALL BE"MINOR CONCRETE"TYPE P.C.C.W/550 LBS CEMETITIOUS ' w w ,'a. . • d w<�; ^ MATERIAL PER CUBIC YARD MECHANICALLY VIBRATED AND TROWELED TO STREET 11.8' 6 ' ' A 1 a, i EN E3 ' •.-. 4 _ DOwEL/REBAR(SE OT ) GRADE. �. ..., . _.__,_—_Y.._..M.._._M.._, ,._......____......___, ....._..,_.w_.__ __..w_�..___.. ,...__.w._. ,.._... .. STRUCTURE BACKFILL 2. EXISTING CONCRETE COLLAR SHALL BE COMPLETELY REMOVED PRIOR TO PLACING 5010,._ } , DOWEL/REBAR(SEE NOTE 3) NEW CONCRETE COLLAR. F_ ~ 3. DIAMETER OF COLLAR SHALL BE A MINIMUM OF 10"OR MATCH EXSITING DIAMETER _.__._._-__ ____...____ _ x_w_.,_�_____�... __.._--,__._,_._._...._ ____�..._._.._.___..__.__._._.__.___._- .......--_.__._.__,...______...____ ,____._.- s ��rr SIDEWALK WHEN EXISTING COLLAR IS LARGER THAN 1011 i._ ._.__,..._.._.._....__...__".....__._..._......__ - _.._ __.___ _.....__......__.,.._.__"_..-..__._........_.,_._.._...,.,,....�„__... ._._.,.,_,_..._, ,.",........._...._..___"_.._ _ w TYP I CAL INTEGRAL RAL CURS AND SIDE WALK 4. P.C.G.SHALL BE ALLOWED TO CURE FOR 48 HOURS BEFORE ANY TRAFFIC USE. 4 } DETAIL 3 ---------- CD DETAIL _".___.._.._,...._,_.._...--_-diiii= -----____.-___._...._...w.._--- -} 0 ! m NOTES: �__ �_ __..._._„____..".__._.___._,_ .__._,_._.._. ..,_._............._._...._.. _".,..,_.._" _,.......__..__.__ .-___._".-_..k_...,.___r.___._._..._,.._.v._....".__...--.._--__..__.... ___. 4 ' C 1. SIDEWALKS SHALL BE"MINOR CONCRETE”TYPE P.C.C.W/550 LBS ' V CEMETITIOUS MATERIAL PER CUBIC YARD IN ACCORDANCE WITH77 SECTION 90-•1 OF THE STATE STANDARDS; A MINIMUM OF 4"THICK. SUS; -� -�-- �_�� ��l';� 2. STRUCTURE BACKFILL MATERIAL A MIN.OF 4 IN DEPTH AND COMPACTED ��w TO A MIN-OF 90%MAX.DENSITY SHALL BE PLACED UNDER THE _ rr� `t SIDEWALK WHEN THE SUBGRADE HAS AN R-VALUE OF LESS THAN 70. - 3. 1l2"EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, } INSTALL 8" 12"TYP. INSTALL STRUCTURAL FILL . YS AND AT ALL VARYING INTERVALS OF 40-50'TO ALLOW DRIVEWAYS, __...._.._ __� r._....,._,_ __w.._.__m.v._ . v___.._.. ... _.v....__.-_."._._...._.__r.__._.....__,_....._.___..___.._._.. D , MATCHING OF JOINTS ADJACENT EXISTING IMPROVEMENTS. 112"X 18" ..__._. .. ._..._._. . ......... ....._.__. •..,_....._.__._. _..__.._. ._...._...,_..._..STI� ALII.I� _.._.�...,.._.. _._.._ Y.,__ .._... _._._.,_. .._...u__.__ _._.,_,____....,.._ AT SMOOTH GREASED DOWELS OR#4 SLEEVED REBAR,24"O.C.TO BE FLOW LINE EL.4998.95 03/06/2009 H EXPANSION JOINTS. PLACE -- 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1 1/4"IN DEPTH AT __."__._._..._"_._.-._____._-"____M____.._.,.__.,.._. DESIGNED BY: INTERVALS NOT TO EXCEED 10'. SCORE MARKS SHALL BE PLACED AT 6 ,arr`y Clark INTERVALS WITH INTEGRAL CURBS MATCHING. 5. SIDEWALK WIDTH IN COMMERCIAL AREAS IS TO BE DETERMINED BY THE f 4 EACH 12"I.D.X I T I.D.X 72"SQURE DRAWN BY: CITY ENGINEER. IREINFORCEMENT rr rr F BER 20 O.D.X 20 O.D. Larry Clark 6. WHEN REBAR I S REQUIRED,POLYPROPYLENE MAY BE SUBSTITUTED FOR REBAR.FIBER MUST HAVE THE FOLLOWING 4990 CA'CH BASINS INSTALLED CHARACTERISTICS: 1.5 LBSJCY(0.01%BY VOLUME),3/4"MIN.LENGTH. 3 FIBER REINFORCED P.C.C.SHALL HAVE THE FOLLOWING j HORIZONTIALY CHECKED BY: MID STATE CONCRETE PRODUCTS SNDA CHARACTERISTICO:2500 PSI @ 28 DAYS,MAX SLUMP OF 5". i FILE NO. LOCATION: TIE/CP/PSP/ACO/SA G G ' Scale: NTS UNDER SIDEWALK DRAIN DETAIL SHEET NO. DETAIL 7 Scale 111 5' 1 4 7 9 10 _ -- w ..... , _ _ . __—___ w-------------------- � �.------------- ., . n m. ___. __._.._—___-_ _.—_- -------- ___.._ _ �. _ .. 2 3 4 C 7 8 9 10 I z 4 Retaining curb if �. necessary at edge NOTES A c i c-JA) Rets i n t ng curb 150 mm of s i dews 1 1. As site conditions dictate, Case A p i f necessary at (6 ) T 0 42"WO 2P S�dews t k x c� 150 '�"' edge of sidewalk 1.53 m through Case G cotta ramps may be used ( } (6 ) T 1. 53 mMin for corner installations similar to cr_ ti= See Notes �'"01) M i A those shown in Detail A and Detail 8, The See -c; 10 and 11 i case of curb ramps used in Detail A do Note 7 7. M S I dewy tk not have to be the same. Case A through w -- ----- •-- ` 8. 33/. Sidewalk g 9 .29-�04 /+ --• •-` !Tont g' �" xCase G curb ramps also may be used at z edge of x Max c Max 8. 33Y. ` _ 8. 33/. mid block locations, as site conditions �APNW�' a s i dews lOF N cs See x Max .45 Max cxx dictate. CU •�; Nate N 2. If distance from curb to back of n °cu S a i sidewalk is too short oto accommodate ; f Mx ramp and 1.22 m (4'-0") platform as (landing) as shown in Case A the To accom at tam dal 109' Max 10% Max ( �) A. � � 1a 5' at curb at curb Front edge es See sidewalk may be depressed longitudinally 3' 10% Max m 10* Ma Front of sidewalk 10e and 11 Note 7 as in Case 8, or C or may be widened as in Case D. t cur - t cur edge of CASE C 1.8' o s I dews l k 3. When ramp is located in center of curb return, crosswalk configuration must be (D �"� A similar to that shown for Detail S. CD 4 ' � '-0 min See Notes 10 and 1 1 s~ � � 4. As site conditions dictate, the retaining curb side and the flared � CASE A B S i dews t k e X s~� S i dewa t k side of the Case G ramp shall be constructed in reversed position. B A S E B See NO Front edge See CU C 9 ,; x 5. if located on a curve, p parallel, �g �� the sides of the ram need not be araliel � -- of s I dewa l Note 7 i CU 10%. Max but the minimum width of the ramp shall be 1.22 m (4'-0"). M •� 1 c ', A .,._. ,.. at curb Q 6. Side slope of ramp flares vary uniformly from a maximum of 10% at d v `1`� „ ylo �"" � C 150 mm Front curb to conform with longitudinal sidewalk sloe adjacent to to of 150 mm 4 Q � S i dewa t k x a. sW� � x S i dewa l k " (6') T edge of the romp, except in Case C and Case F. p 1 p 0 4 �! A ..Q � i See Notes �: N c2: Sees Note 7 (6 ) Typ s I dewa t p p 4 "� See .�� 10 and 11 ".';� c� Ruta i n i n �s 7. The curb ramp shall be outlined, as shown, with a 300 mm 12"_) wide Note 7 � . '4 1 a a Curb (both � border with 6 mm ( 1/4 ") grooves approximately 20 mm t 3/4 �) on tj 4.B ` Front 10% Max a- sides of a• M s center. See grooving detail. 4 A 4 d d 4 ,... edge of at curb ramp) iriir - p s I dewa t f� 10/ Max 8. Transitions from ramps to walks, gutters or streets shall be flush 'a ® at curb 1 m and free of abrupt changes. 1> 0") M i See Notes 10 Retaining-11 1. 22 m See Notes 10 4 m x Front and 1 1 Curb ( and 1 1 9. Maximum slopes of adjoining gutters, the road surface immediately � a x • edge of adjacent to the curb romp and continuous passage to the curb romp P lant i n a 10% Max 10% Max area `'' d sidewalk A shall not exceed 5 percent within 1.22 m (4'-0") of the top or at curb at curb & CASE F " CAS E C bottom of the curb ramp. z • 4 4 4 � .�-�-,-w---. Retaining 600 mm (24 ) ,o i Curb (both Straight 10. Curb ramps shall have a detectable warning surface that extends g m See Notes 10 s,des stip) of Curb See Note 4 the full width and 914 mm (3,-0") depth of the ramp. Detectable I C �t �.: <4`-01) M i and I 1 5 (0. 2,_11- 10.45 mm Warning Surfaces shall conform to the details on this plan and the DETAILy 41-- Min A r 150 mm <6") T ` Top Dia requirements in the Special Provisions. yp CR C BACK �n�A� „ ,,. CAcS,E D LASS E E T 11. The edge et the detectable warning surface nearest the street V) 0 Yv do •�-� ---23 mm shall be between 150 mm (6") and 205 mm (8") from the gutter �� •a ( (0,9 ) flowline. ,/ Sidewalk dewa l k od a �,J Base Dia >W�„ o- s- 12. Sidewalk and ramp thickness, "'r , shall be 90 mm (3 1/2 ) minimum. U. UJ Approxi mate ty e RAISED TRUNCATED DOME --� 6 mm 2p mm E 3/4 ') �, Sidewalk -P � � 13. Utility pull boxes, manholes, vaults and all other utility facilities C 1/4 P) 43 42 mm 1.66" within the boundaries of the curb ramp will be relocated or 0 a. �,. 1 ��` -� Q .ac ( ) adjusted to grade by the owner prior to, or in conjunction with, �. + + Center to center spacing curb ramp construction. � GROOVING .DETAIL tr �` %�' ,p `` ° .�a�� �,.`®c'ca o r © (p 14. For retrofit conditions, removal and replacement of curb apron a J will be at the Contractor's option, unless otherwise Shawn on �..f �p � � �••' project Ions. 000 p 1 p Limit of a BCR � -x _ _ -'"" 0 0 0 See Rounded s r? 60 mm (2. 35 ) Note 1 -�- (� ;Dz, -b00 mm (24") Straight Cur �s apart """"""" w o crosswalk if rov i ded RAISED RUNCATED DOMSee E Tiin PATTERN (IN•-wL.INE) Note 9 RETROFIT DETAIL. 00 �-a DETAI D Existingcurb and sidewalk -. TYPICAL. ONE---RAMP DETECTA�3L.E STATE OF CALIFORNIA � D D Sidewalk WARNING SUR FACE DEPARTMENT OF TRANSPORTATION - CORNER IN LATION See Note 10 CURB RAMP DETAILS See Notes 1 and 3 Gutter To of ram p,\P P ,-ea..m These 'Standard Plans for Construction of Locat Streets and Roads' Contain units ooze Rounded 4'-- '> Mi in two systems of measurements International System of Units (SI or 'metric") :See Note 9 � and United States Standard Measures shown in the parentheses ( ) . The •-•� Retaining curb `• 8 33% 2% Max T measurements expressed in.the two systems are not necessarily equal or < WARP WHEN RETAINING CURBS WARP WHEN e 9 Max Interchangeable. See the Foreword at the beginning of this pub t i cat i an. WHEN NECESSARY �4 i f necessar SECTION A--A Retaining > tyEEDEO NEEDED Top of ramp curb i f NO SCALE Gutter Rounded, 1. 22 m t4 Cl > i Gutter necessar T R/W Crosswalk if provided ftowtin ftowli a SEE NOTE 8 > DETAI A 8. 33% Max °r. Max �� T W eta DAM s--its-•+4 s slrnl s W nen 03-12-04 M UJ W SEE NOTE TYPICAL TWO-RAMP CORNER INSTALLATION See Note 9 SECTION B. B See 2% Max PLIIJ!i ems►DATIM JMY 1. --PAM 83 of rIZ Sri PUN DAM JMY 200. JUIN 8.33% MAX 8.33% MAX UIN See Note 1 Depress entire sidewalk as requ i red Note 9 SECTION C-•-•C REVISED DUAL UNITS STANDARD PLAN RSP A88A Z DRIVEWAY UJ W FRONT EDGE RESIDENTIAL 12' MIN. 0'' MAX. OF SIDEWAL COMMERCIAL 16'MIN. 36' MAX. CURB RAMP DETAIL 10 C�! W E STRAIGHT a. E t/� „ 1JJ W � p GRAC3E < > 45 � 450 � � '� C� Z „ „ � "... WEAKENED PLANE JOINTS 5 � X VAR. 12TDR VEWAY APPROACH ERVALS OR AT CENTER OF VAR XLLJ to PLAN �' SEE NOTES SEE NOTES � 3AND4 3AND4 fn X VAR VARIABLE VAR X [� CONCRETE SIDEWALK CONCRETE SIDEWALK � SIDEWALK F i� 4 w ,4y . Qr S sn GUTTER GRADE BOTTOM OF CURB 5 SIEWALK NEW AC DRIVE v ' ; .� DATE: APPROACH. 03/06/2009 ELEVATION CURS I=ACID 4 �, w w r r r ♦ s ♦ ♦ ♦ r w w a a ♦ w a w w r ♦ . ♦ w � ♦ ♦ ♦ $ a b ♦ DESIGNED l�1 r ♦ ♦ . . w w w w raw ♦ e b ♦ . w w w ♦ w . b a ♦ w ♦ $ ♦ w w w w Larry Clark r . w b b w b b w r ♦ . w r a . . . . . . a ♦ < . ♦ ♦ ♦ . $ b . rk p �1 4'PLANTER . ♦ . w a . a . . ♦ ♦ . w . ♦ r . . . . ♦ . . w r a . w `�; SEE NOTE 9 VAR w w b r r . ♦ b w P w w . ♦ w . w ♦ o ♦ . .a$ $ . r t e W Q ep, w o . r . w . . w o b . t.i.9 r .. b r b r b r . . . w . ♦ r M + ♦ r ♦ $ M a w ♦ . r r w �� DRAWN BY: �. rmw� SEE NATE 7 T DEPRESSED SIDEWALK Larry Clark ROUNDED ,� ��/�MAX m ROUNDED ,.� . 2p/o M 4' PLANTER - * 1' PLANTER CHECKED BY: SK/DA 10% MAX A•� �T EDGE OF NEW AC � FILE No. LOCATION: #�4 REBAR 10% MAX MIN.5 RAD. �T�P.) TIE,/CPIPSP/ACU/SA (� GUTTER GRADE DIRECTION H GUTTER.GRADE NEW MOW STRIP ,� 12'to 2d'MAX. G Scale: CASE A SECTION CASE SECTION NTS NORMAL SIDEWALK DEPRESSED SIDEWALK * NOT PART OF THIS PROJECT SHEET Na. SEE STREET IMPROVEMENT DETAIL 11 PROJECT DRIVEWAY APPROACH DETAIL 9 AC DRIVEWAY APPROACH 5u2 , 2 3 4 5 5 7 8 9 10 M: __ __ P .n --- _- _ --- ._�___ �_r-__� _ - __,_.. . tt._.._ - --.-------- m _- _- __ -- m.__.._ _ _�� .. _ ...........