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HomeMy WebLinkAbout6.1-1864TOP OF BRASS DISC FOUND IN CONCRETE MONUMENT AT THE INTERSECTION OF BRUNDAGE LANE AND "U" STREET, ELEVATION = 391.40 NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) BEARING BASIS NORTH AMERICAN DATUM 1983 (NAD83) BEARINGS ARE AS NOTED ON STREET CENTERLINES CITY STANDARDS THE FOLLOWING CITY STANDARD DRAWINGS ARE HEREBY INCORPORATED AS A PART OF THESE PLANS: ST -1 CURBS AND GUTTER TYPE "A", "B", & "C" ST -7 COMBINATION RESIDENTIAL DRIVE APPROACH ST -4 COMMERCIAL DRIVE APPROACH ST -7.1 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "B" ST -8 COMBINATION SIDEWALK ST -9 RESIDENTIAL CROSS GUTTERS ST -11 PAVEMENT PATCHES ST -12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS T-1 STREET SIGN T-2 MISCELLANEOUS SIGN DETAIL 0-13 CHAIN-LINK GATES CALTRANS STANDARDS THE FOLLOWING CALTRANS STANDARD DRAWINGS ARE HEREBY INCORPORATED AS A PART OF THESE PLANS: A88A CURB RAMP DETAILS A88B CURB RAMP AND ISLAND PASSAGEWAY DETAILS iii; 1 I Ke I E41 11011M DEPART ENT OF PU = LLC WORKS SACRAMENTO ' PLANS FOR CONSTRUCTION OF FRESN# 011 0 -- o---�--o EXISTING STORM DRAIN AND MANHOLE s - —�-s EXISTING SEWER AND MANHOLE ---w-- W EXISTING WATER —--G---c EXISTING GAS ----CH ----ox----M— EXISTING OVERHEAD UNE --Fo---ro EXISTING FIBER OPTIC ----E----E- EXISTING ELECTRICAL EXISTING FIRE HYDRANT 'b EXISTING BLOWOFF W LEGEND ABBREVIATIONS EXISTING WATER METER PHASE 5 EXISTING STREET LIGHTS E-- -0- EP EDGE OF PAVEMENT R/W RIGHT OF WAY CB CATCH BASIN TC TOP OF CONCRETE INV INVERT JB JUNCTION BOX FL FLOWLINE SO STORM DRAIN FG FINISHED GRADE CL CENTERLINE GB GRADE BREAK MH MANHOLE ELEV ELEVATION EXIST EXISTING OE OVER -EXCAVATION BW BACK OF WALK TOM TOP OF MANHOLE BC BEGIN CURVE BCR BEGIN CURB RETURN ECR END CURB RETURN EC END CURVE SECTION LINE ---- 10 -- - ---- ---- - — - - 1— - — - -- CENTER LINE WITH STATION LABEL ------------------- EXIST. RIGHT-OF-WAY LINE -- o---�--o EXISTING STORM DRAIN AND MANHOLE s - —�-s EXISTING SEWER AND MANHOLE ---w-- W EXISTING WATER —--G---c EXISTING GAS ----CH ----ox----M— EXISTING OVERHEAD UNE --Fo---ro EXISTING FIBER OPTIC ----E----E- EXISTING ELECTRICAL T T— EXISTING TELEPHONE UNE ® EXISTING ELECTRICAL VAULT ry ry EXISTING CABLE TV ® EXISTING TELEPHONE VAULT x x x x EXISTING FENCE EXISTING BLOCK WALL OT EXISTING TELEPHONE MANHOLE -LIP.,_ _ _ _ EXISTING CURB & GUTTER ----- -----------FLOWLINE --- BACK OF WALK DETAIL DESIGNATION: ITEM OF WORK:0 DETAIL LETTER CURVE DATA:lO 2 SHEET WHERE DETAIL IS SHOWN m EXISTING TELEPHONE PEDESTAL EXISTING MAIL BOX EXISTING TREE v BEARING AND DISTANCE -1 SECTION DESIGNATION• SECTION LETTER SHEET WHERE SECTION IS SHOWN 2 1 111 111 q ELEV. 391.40 (NAVD88) SCALE: V" 200' CITY OF BAKERSFIELD I LOS ANGELES co T SAN DIEGO STATE OF CALIFORNIA LOCATION MAP SHEET I EXISTING FIRE HYDRANT 'b EXISTING BLOWOFF W EXISTING VALVE WITH SIZE SHOWN ® EXISTING WATER METER PHASE 5 EXISTING STREET LIGHTS E-- -0- EXISTING POWER POLE AND WY O EXISTING CONDUIT PULL BOX PHASE5 EXISTING CATCH BASIN ® EXISTING CATV PULL BOX EI EXISTING ELECTRICAL SERVICE OO EXISTING CONCRETE MONUMENT + EXISTING STREET SIGN o EXISTING TRAFFIC SIGN T T— EXISTING TELEPHONE UNE ® EXISTING ELECTRICAL VAULT ry ry EXISTING CABLE TV ® EXISTING TELEPHONE VAULT x x x x EXISTING FENCE EXISTING BLOCK WALL OT EXISTING TELEPHONE MANHOLE -LIP.,_ _ _ _ EXISTING CURB & GUTTER ----- -----------FLOWLINE --- BACK OF WALK DETAIL DESIGNATION: ITEM OF WORK:0 DETAIL LETTER CURVE DATA:lO 2 SHEET WHERE DETAIL IS SHOWN m EXISTING TELEPHONE PEDESTAL EXISTING MAIL BOX EXISTING TREE v BEARING AND DISTANCE -1 SECTION DESIGNATION• SECTION LETTER SHEET WHERE SECTION IS SHOWN 2 1 111 111 q ELEV. 391.40 (NAVD88) SCALE: V" 200' CITY OF BAKERSFIELD I LOS ANGELES co T SAN DIEGO STATE OF CALIFORNIA LOCATION MAP SHEET I TITLE SHEET PHASE 5 SHEET 2 2ND STREET IMPROVEMENTS PHASE 5 SHEET 3 2ND STREET IMPROVEMENTS CONTINUED PHASE 5 SHEET 4 2ND STREET IMPROVEMENTS CONTINUED PHASE 5 SHEETS "U" STREET IMPROVEMENTS, PH.5 PHASE5 N SHEETS "V" STREET IMPROVEMENTS, PH. 5 PHASE 5 SHEET 7 TYP. SECTIONS & DRIVE APPROACH PHASE 5 SHEET 8 CITY STANDARD DETAILS PHASE 5 SHEET 9 CITY & CALTRANS STANDARD DETAILS PHASE 5 SE. CORNER SECTION 31, T.29S., R.28E., M.D.B.M. & INTERSECTION OF UNION AVE. & BRUNDAGE LN. w NICOLAS FIDLER, R.C.E. 61069, EXP. 12-31-20 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED: 3RD MEYER, R.C.E. 28111 DATE ASSISTANT PUBLIC WORKS DIRECTOR DATE per+ 6.1 -1864 CIVIL ENGINEER IV - DESIGN ENGINEERING DATE File Name: COB17008TS-5 I REO , Meyer Civil Engineering, Inc. CITY PROJECT NO: T71<218 8224 Espresso Dr., Ste 100, Bakersfield CA 93312 Phone 661-836-9834 FAX 661-836-9761 TRAFFIC ENGINEERING DATE CITY OF BAREKSFIELD � C STREET IMPROVEMENTS, N. OF BRUNDAGE LN. GF AND W. OF UNION AVE., PH. 5 9 CONSTRUCTION PLANS SHEETS PRINT DATE: 3-18-19 W W T. CL W z W 07 Q z 0 z N. 0 H H W 3 z Olt W ITEMS OF WORK ?m a' -.SE- I� ' : , m "il I :fi : ', 3 omni.:. ,t -t„ ' 'I " t y �� & af'e, y 2. o" ,.yy - - _ I{ REMOVE EX SLDCURB ANDIoUTiER AND $ c a s& ",..,< ,1..,. i ys�. a W ET - ; :, ... ,.,':_ _ :. Kss' ! I � � ' i ,. �.;� „ f4 CONSTRUCT B" CURB AND GUTTER (TYPE D s?- of Aa *:.;.«� � ....; w _ . .e; .. .,x.. I `'"' >=3ry 1 h vaiw .^,,� 4 s;4 k s:n.•.'T. <> :;.-. , .... rc ' S \ '<', :' x .:�.+i `,v� l ...•. <:.< .. ^� ��. 9' w7'+e:.7' cn+,T,. N?�1 .>, -,. ,, r >��.:«ry. " ,'' ...s. ,zJ^ ,. a ,,«..:.:. :. �.:., .,,.,, , :...;€:„::, a« .k.:. T:.. ' �� '�,� A. TOP OF CURB AND FLOWLINE ALIGNMENT,,'. 1p W *....$e ,C, ?'^x `Fs 4 hrx ,, ..,. ,,..:,. =,N. „�+vF w _ ,w C±"'' h=,, 7'r '<ki: )73y y x,29:' 4 >•_ ? ,k ny+"Ri x7'^-ce,.->iY #• rµ�,,,.i r "i -.� �:.. n.y. _ •-” TO MATCH EXIST. I ,.. :�` „sem' ,�i,, : x � (( 6. i ,...,... 5 Lsa"?"%>t :�:i .., .. 44< �1 ,-..,.7�. ...tY. ,. ...... +,: .F_. I :. .. .:• , .; , ;.. ,,., , >,- :', _. .,..; ,.,... ,... ,, � * `= :k,, z,. .r, ,�,:__� _ REMOVE EXIST. SIDEWALK IF APPLICABLE, g AND CONSTRUCT COMBINATION TYPE - :I ,II �x_ax +++?»-.y ,:... s ,,":::rt fir.. ,'�?''.,.,,;r:z 7'T; + ".. ,'.... •a, .7 ' „Y., — -- - ,.;�»z.. ._,.�.ow-U'"U 2 w "-----_ a,�.. �" `�.. ,. , SIDEWALK TO THE DIMENSIONS SHOWN ON :;; ' ' >. '1'' . , . ' - -. - .._.. - - - -. �. �. THE PLANS ;I, "IL Ell' D NOTES --_ � - .,. ,., � -__-:...t-ham ,_.r....:...' --- � ~'�"�� 1 RELOCATE EXIST, YARD FENCES AND/OR GATES AND 3 CONSTRUCT 6" RETAINING CURB AT BACK age' �. ",..:'...-'`.s"'£''6". �•• _,..::---`r"Bu`D-s_,_.;._ r �nn WITH THIS WORK IN O OF WALK AS NECESSARY >I< MAILBOXES IN CONFLICT __. _ . _. . _ _ ,JJ ACCORDANCE WITH THE SPECIFICATIONS. ANY CONSTRUCT CASE "C' WHEELCHAIR RAMP — .- . `—_ _ ._ -- — .— D — _____ —oT _� ... __ _ DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER 4 WITH RETAINING CURB AS NECESSARY PER a88A _ _ '.�'y 1 7i �.__----•,`., �,._-ox '•"'"'� KIND. CALTRANS PLAN A88A _ 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK CONSTRUCT CASE "CM" WHEELCHAIR RAMP tl ;,�.,� SHALL BE ADJUSTED IN ACCORDANCE WITH THE WITH RETAINING CURB AS NECESSARY PER 5 - - - - - , ' - CALTRANS PLAN ABN - U .:: •,- SPECIFICATIONS. _ r "i';` -_... -f .,.r , W,7'•,:;. -n „ ('.._ , .":.::. ' Lam" -`7'a; e.. �r, ^ ,T, -: >+-: m s". +i-;, »' "^ c ^z„y.'*r: M W q SAWCUT. REMOVE, AND REPLACE EXIST. c+) �/�3. PROVIDE 36"MIN. SIDEWALK CLEARANCE FROM POWER '- ,. «', ,T"- t,7' ,x.,<s*'-,r z, *, ... •=zx ,...:.... . , 6 PAVEMENT TO THE LIMITS SHOWN ON THE .-, k r ; • , „,aa^ ;;a' s>'t' - z,."k. + -a 4.,. \ '�' „. , „ "... .. " '� POLES, FIRE HYDRANTS, GUY WIRES: MAIL BOXES, cp " r �'.:.. ;t 7'z f7'- ., .1 ✓� . ' <F I' . , r. l :.. :. _ _ PLANS U `. •.,= �:,. k,..;<r. ..0 -..' ,•r.. \ ' ` x, - P STREET LIGHTS. AND STREET SIGNS. co - $ .,,, %.. 5..,s..,.:sk.,>,.7Yl<sm.. ,.�....«..Tr"s"a. ,x.::," .., (r a E ,.,. .; y. -a1,.s,^.:. ` x., , , >iA,., ,,,., ' , t *�:. ;.,,, f .. . ; . C,(. - '. : '.. .f. f,. .Cxt "`_`.„...,. --.x,"-K'.'•.-. «--.,.�o 'i,. `,`x:: -'="' ms�"4s. >�;'=.:a,c<,v s <.kix'r `,�,s.':.>::c.,,.s.. ,D..,4., t , r.. , :.I \�- . --, — r, %- , ._;. : F' : u �''9,-,-,,... 5,:.,... •; s. at:.3. 'YFcv 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITHO REMOVE EXISTING DRIVE APPROACH AN D . 7 CONSTRUCT DRIVE APPROACH TO THE THIS WORK. HOWEVER, ALL PRECAUTIONARY 7F � CONFlGURATIOtd SHOWN ON THE PLANS e N N tl MEASURES SHALL BETAKEN TO PROTECT EXISTING -..: x .... , .., ' LANDSCAPING IF POSSIBLE. ANY DAMAGE TO-- D ,..I o' I , 7'a''."• "suss„ �. r ,=:z• r :, z I,:.. I ;. F. .; # ".,' . « ..w 6 "r .. 8 RECONSTRUCT ALLEY CROSS GUTTER S! �, - -^` # " •' '' ^' _ '-� _' . '' ' � .^" ': ; :� ( r �` � - >- RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED ', O � -� ..r i '. „u'+, ., t A.,,k :.a '=y4* _.._ .... h ,-} '«,. < ,• .• J; av-. !;Fa: ,t'"a,G? OR REPLACED WITH LIKE OR BETTER KIND. _ _e V..1 a 9� RECONSTRUCT STREET CROSS GUTTER r' d ', 4°x ..�t.r. .0 I RELOCATE, REMOVE & REPLACE. OR ASSURE K ® 0.J J1 Ji�11 LET <@>HYDRANT T OF EXIST. ROADSIDE SIGN REMOVE EXIST. DRIVE APPROACH HYDRANT NT TO BE RELOCATED BY CALIFORNIA ° m 2 J r AND CONSTRUCT DRIVE APPROACH WATER SERVICE IMPROSTING �. `J O 0 3' e � �» N TO THE CONFIGURATION SHOWN - - 1 VEMENifs DEMO ABANDONED "-' o Q o o �' S' AND IN ACCORDANCE WITH THE PER CAL R CASE "F° WHEELCHAIR RAMP Bea W EXI r- PER PH. 3 POLE FOUNDATION w o SEE DETAIL A �, n o N o al o PER CALTRANS PIAN N p 8 xl 120' N CITY STANDARDS SEE DETAIL T- i CURVE DATA NO. 19 w �: p, i-- o w + o I' o d 8 qi it D = 90'00'00" SEE DETAI! H w n `�' a C4'' _I I o I I w w 2 g �I i ro �� o (� I� + ++ 4a� Rai SEXIST. DRIVEWAY R= 18A0' ¢ o o w .1 3 2 cam+ N d I ,n 7'n z w ---"'-��_ L______�-__ - $ h� !� < L = 28.27 al �, � � RAW c_j ivr W vl'i � i 5 � �' r- �' r- 2 3 ¢ I- � _ d ¢ �n d ¢ mr� d¢ n P P 2 8 ¢ ¢ > T - 18,00' '"' o V, A,. �,.i <n �- - =m v, 7'.i m R/in W " �- �f pl c�+ 4--'�--" r >F� --T. .III"". •.., �.-- - ,y '`` _ _. ^.'.__ M _ �. - i;,, o o 2 3 m 7'n II o I' - x r --z / �', i, 4 ` i a a Ct c _ _ r _ EXIST. FLOWLINE,„ oN <. 10 1 ( .'D` `" 1v> 3 �g }/ EXIST.IMPROVEMENTS DH-ia` A o"—. ._`"•F'Dry �, 37' EXIST. LIP PER PH. 1A ° �'�' S I _�_ p _. p __ ._ , f .. 57990 50"E 170.00' D _ _� ` _S— _ -�� _ - --_.-- -- --- - - — - ... �- D S�990'S0"E 310.00' � ----ON INTERSECTION 2ND ST. & lJU / EXIST. LIP o 2ND STREET "`" '" __ _ _ o N ....--a+-.� "i T (MON' NOT FO B.C.R. E.C.R. _.,,,.,=-�-+i�'.,. � ' ''S �,`„ 'g -. EXIST. FLOWLINE _ W o ._ .... `� I� -� --- - - � - - - >" 1 t9 0� STA. 3+86.00 STUN `" 1 V�/� STA. 5+26_00_20.00RT.� - -- -STA 5+58,00, ZO.00RT. CONSTRUCTION -' -1- -� - - 8 -- --- < < w --- .- --- - --- --- —J---..- -..^-- - D) 8 < 4 ,+i STA. 17+67.65 "T" ST.r . «..:.... ., - _ 7'w I ., DETAIL T , y 4 6 2 > r - . ==-f yi REALIGN - , - ,.a�.�„ ., ./ f� 10 2 3 I �;/ `� SEE DETAIL I `� ^ h SEE DETAIL C m EXIST. FENCE -� PH. / o IW o Im _ 2 r ev o SEE DETAIL H 1 <{ d q' I ,.I w w CURVE DATA NQ 20 ¢IW '6 20' N 3Iw 7 ri D=90,0'0" (, '� R R= 25.00' ¢ice o i' I I S �I Pi L - 39.27' 1 `n T= 25.00` w y �w� PH-ANm 2ND S=ET y N yJ yl ; ---FlNIS.HE GOTT 396FLOER .._.¢ -.. ..__... _ . __.... ._. . .._.. oi _ g: 396 WEXISTGUTTER coEXIST. GUTTER FINISHED GUTTER FLOLNE395wLOon395S=-011% *-----_--- S-_-0.14% S= (n I 394_. z {.tJ.394 __.. <r`-_ .r c a• _..._� pay=_. _..... _-_. __. _. .... _ _.._ _.. ......p 393'. . _._.. . �TYPICALALLEY '393 3 CROSS 6 28.27' ALONG 39.27' ALONG NORTH FLOWLINE ,n uni ,an �V m d + (O N W w W W Qcl) v Poi mi „qy < n rn rn n g o o I W 396,,._ _.. _.. ___.. _. _. ___.. m._..-00.., 396 EXIST. GUTTER- GUTTER W FLOWLINE FINISHED GUTTER W 395 � mFLOWLINE 395 _ - - _ - - 0.10% 394 S=-0.10% - _. ._ _. ALONG FL _ TYPICAL ALLEY --._ EXIST. GUTTER. _..... j394 FLOWLINE CROSS GUTTER 393,. _.. _ 31.42' ALONG FL ... • _. _ _. _ 393 SCALES 10 D 20 40 SOUTH FLOWLINE HORIZONTAL 1'=20' J1111111111111 � STPJE T VERTICAL: 1"=2' 1 2 5 PROF= 2,f��f G J Ir a W P" m , o lW—I cn O Ll O l` d 010% q,, CD 0 F - rr cl * a�1a� g� „8t_ 13m <. 2 8.33% a p w O W a �� ��. � 2 3 /_j �•tD s } > LuW d I— U) \, -EXIST. DRIVEWAY ��I �rn�-s C� g1 Q DETAIL w N SCALE: V=6' 2 1Z 0 RECORD DRAWING CERTIFICATION SHEET NO. 6.1-1864 N IC] <Vi� I -EXIST DIVEWAY- �Qq� �P1G _..1 C DETAIL B o WC tri SCALE: =6' 1" 2 Q Z OF PHASE CITY RECORDS NO.: 9 _ 21 17 >e J Ir a W -1 m lW—I cn O Ll O l` d 010% q,, CD 0 F - rr cl g� „8t_ 13m 2 a p w O W a �� ��. � 2 3 /_j �•tD s } > LuW d I— U) \, -EXIST. DRIVEWAY ��I �rn�-s C� 'C.` Q DETAIL w N SCALE: V=6' 2 U) RECORD DRAWING CERTIFICATION SHEET NO. 6.1-1864 OF PHASE CITY RECORDS NO.: 9 _ 21 17 >e ul lI I X O i 06 EXISTING ) 7 t I IMPROVEMENTS DER PH. IA � r\� W m 11 y on— —EX'IST_SID p b-� STREET CROSS GUTTER z REMOVED PER PH. to _ p _ EXIST. 7D7 0- ! 70'50"E 310.00 I "' \ INTERSECTION 2NQ ST. & DONNA ^h1 rn AVE. (MON'T NOT FOUND) EXIST. 10' MODIFY DRIVE APPROACH SEWER EASEMENT AS SHOWN TO CLEAR EXIST. GUY WIRE REMOVE EXIST. 0 >:*-> SEE DETAIL 'a M TREE' B �7m i / I oId rr � U P a 9IN R/W�... :t - 0 01CHAMFER FENCE )DRAIN __ p_ --T___ p M IV CURVE w STA. 6+96.00 2ND ST o I W 2 STA. 17+34.56 DONNA AVE a 4 4 zo 21 A 2 —f oa1 3 1 1 10 SEE DETAIL A 6 I x � CONSTRUCT 10' DRIVE APPROACH IN NEW LOCATION. INSTALL SWING GATE AT FENCE LINE SEE DETAIL ir1 ----------------- REMOVE -- -- --REMOVE EXIST. DRIVE APPROACH Lr' & SLIDE GATE & CONSTRUCT FENCING AT BACK OF WALK _ Holl 2ND STREET 1 CONSTRUCTIONEXIST. UP n� //--EXIST FLOWLINE Ali RAW � o P (A N IND N PH'aora. o CURVE DATA N0. 21 S ty �' I_ i 20' i o o ..p..-.a..,a, .. m �i' m o f I t I g x rn ., PH.6 ' D= 90'0'0" v)`i 1 Cf GRIND I + R = 25.00' w o ol.¢ n It + + "` + TREE STUMP c L = 39.27' � � �' N � � � 8 < � N T=25.00' � cct a Q W a&B OF WALK AS NECESSARY PLAN 2ND S=ET (CONTINUED ABeA ITEMS OF WORK SEE DESCRIPTION DETAIL': F M 8" CURB AND GUTTER (TYPE ST- Cf uj TO MATCH EXIST. z _ REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION TYPE N W 2 SIDEWALK TO THE DIMENSIONS SHOWN ON 8 PLANS_... } ,THE __... _... OCONSTRUCT 6" RETAINING CURB AT BACK a&B OF WALK AS NECESSARY z�'(n j ABeA CALTRANS PLAN A88A CASE "CM" WHEELCHAIR RAMP q> NT INNIINNGN W� AS NECESSARY PER cl�. ci SAWCUT, REMOVE, AND REPLACE EXIST. 6O PAVEMENT TO THE LIMITS SHOWN ON THE i I-`mn PLANS LL _ REMOVE EXISTING DRIVE APPROACH AND 7O CONSTRUCT DRIVE APPROACH TO THE Q st CONFIGURATION SHOWN ON THE PLANS _ m 7 e , 9 RECONSTRUCT STREET CROSS GUTTER O0�I 10 RELOCATE, REMOVE & REPLACE, OR ASSURE 396 14- Nm ca HYDRANT TO BE RELOCATED BY CALIFORNIA � FINISHED GUTTER I + 12 CONSTRUCT CASE "F" WHEELCHAIR RAMP Aa8A PER CALTRANS PLAN W Z 395'd�yj� _ __ --w �' _.. -- FLOWLINE_(PH. i) .__. ._ f EXIST. GUTTER __ - ___ __.... _._ _-U '395 W 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE SPECIFICATIONS. / FLOWLINE POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, 1-W' _ 3�W W 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH THIS WORK. HOWEVER, ALL PRECAUTIONARY — - MEASURES SHALL BE TAKEN TO PROTECT EXISTING ---------- ------- __��_ __ _ __ _.^ dW �t 394 i.=W-.'..... `-°FiN1SNED'GUTTER ,...__ .._... ._ N S--0.07% _. _ ._. 394 FUWj' FLOWLINE (PH. 1) FINISHED GUTTER FLOWUNE r d 3931. _ _ - -.___ '__.__ -_ -_. _. _..__- __ ._ _ .. ... _.. .1393 7 6 9 J W NORTH FLOWLINE � ph- dW W� � N M t7 M M I CDW > ZW W w > hWC:iFU- W M M M U W W W W W 396 i Q. S aSxS .-... _. _.. --. .ad.. , 396 395 a a o a EXIST. GUTTER v `D °O I °+° _ c� d W i 395 �. N FLOWLINE .. _ t -..,q _. _.. w. N 1a— K 1¢— __ _ Vl _ _ m 0.18%.... N =r. _ 394, u..i J - - -'-'-.- .- �. ` - - - - --- w —.' - - --. 394 GUTTER f7NISHEDFLOWLINE �� Q t 39.27 ALONG FL TYPICAL ALLEY _CROSS -GUTTER _ _. -_.. - --_. ___.� 393 9 20 SOUTH FLOWLINE SCALES 10 0 +0 HORIZONTAL:I"=20' VERTICAL: V2' 20 2ND SET OG D ITEMS OF WORK i DETAIL A SCALE: 1'=6' 3 RECORD DRAWING CERTIFICATION 6.1-1864 CITY RECORDS NO.: 2'm �iU mQO ra � iiO 131_ I� SEE DESCRIPTION DETAIL': REMOVE EXIST. CURB AND GUTTER AND 8" CURB AND GUTTER (TYPE ST- OCONSTRUCT A), TOP OF CURB AND FLOWLINE ALIGNMENT uj TO MATCH EXIST. z _ REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION TYPE i- 2 SIDEWALK TO THE DIMENSIONS SHOWN ON 8 PLANS_... 4 0 ,THE __... _... OCONSTRUCT 6" RETAINING CURB AT BACK a&B OF WALK AS NECESSARY z�'(n CONSTRUCT CASE "C" WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER ABeA CALTRANS PLAN A88A CASE "CM" WHEELCHAIR RAMP q> NT INNIINNGN W� AS NECESSARY PER CALAOCONSTRUCT TRRNTS m SAWCUT, REMOVE, AND REPLACE EXIST. 6O PAVEMENT TO THE LIMITS SHOWN ON THE D'U' 7 PLANS LL _ REMOVE EXISTING DRIVE APPROACH AND 7O CONSTRUCT DRIVE APPROACH TO THE F CONFIGURATION SHOWN ON THE PLANS z 8 RECONSTRUCT ALLEY CROSS GUTTER O 7 e , 9 RECONSTRUCT STREET CROSS GUTTER O0�I E 10 RELOCATE, REMOVE & REPLACE, OR ASSURE PLUMBNESS OF EXIST. ROADSIDE SIGN 9 HYDRANT TO BE RELOCATED BY CALIFORNIA � 11 WATER SERVICE z 12 CONSTRUCT CASE "F" WHEELCHAIR RAMP Aa8A PER CALTRANS PLAN 9 NOTES L RELOCATE EXIST. YARD FENCES AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN ACCORDANCE WITH THE SPECIFICATIONS. ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER KIND. W 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE SPECIFICATIONS. 3, PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, STREET LIGHTS, AND STREET SIGNS. 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH THIS WORK. HOWEVER, ALL PRECAUTIONARY U) MEASURES SHALL BE TAKEN TO PROTECT EXISTING W LANDSCAPING IF POSSIBLE, ANY DAMAGE TO n RESIDENTfAL IRRIGATION SYSTEMS SHALL BE REPAIRED OR REPLACED WITH LIKE OR BETTER KIND. i DETAIL A SCALE: 1'=6' 3 RECORD DRAWING CERTIFICATION 6.1-1864 CITY RECORDS NO.: 2'm �iU mQO ra � iiO 131_ I� SHEET NO OF 9 z uj z v 0 4 0 U z�'(n °CE0-z W m - W LL w rr w z Q z W > m � z LL 0 W w u- 0 W U r [-- U) W n LLI N SHEET NO OF 9 REPAIR EXIST. CATCH BASIN N D = 90'00'00" a PER THE SPECIFICATIONS R=20.00' AND CITY STANDARDS + T = 20.00' SEE DETAIL 8-ta CURVE DATA NO. 22 $ w o - D - 79'2712 R=20.00' L=27.73' u "'+ ti o + T = 16.62' /7-\ 5 '' L�J _M 1 `6 C '"�S79Y0$p f 304.00' CURVE DATA NO.23 v N D = 90'00'00" a o R=20.00' L = 31.42' i + T = 20.00' a t 0 y .... — ��r CURVE DATA N0. 26 °' � � n ia- Ll1 > w to = w s w 396..1-w ,i Iie 4i_... jMW x s 4 L = 132.29' 2ri Ia 7 11) t TO EXIST. ~ 6 CURVE 1) c"---._ !_.,�\ NUNN MAN MANNI MEN i�2 U y .... — ��r CURVE DATA N0. 26 °' -J D = 3610'00" I S=-0.07%' "' G C _ '--'-_ _ 1 ... $ ' R = 209.57a ST. (MON'T NOT FOUND) & B.C. ). t STA. 10+00.00 2ND ST. 1 g a i STA. 16+8087 "U" ST o i t � 24 cf) 4 L = 132.29' = z _ CURVE DATA N0. 24 w D = 79'59'06" T = 68.43' ., N R= 20.00' 2 t - L = 27.92' 27.73' T = 16.78' vii c - < w �w w �J KW Ni+ W + o Qa= Oho LIJ w ©® w i�2 U y .... — ��r (EXIST. FLOWLINE- -J ' EXIST UP -l/ I S=-0.07%' "' G C _ '--'-_ _ 1 ... .-.. �_... INTERSECTION 2ND ST. & "U" ST. (MON'T NOT FOUND) & B.C. ). t STA. 10+00.00 2ND ST. 1 g a i STA. 16+8087 "U" ST o i t � 24 cf) 4 cam+ _ CURVE DATA N0. 24 w D = 79'59'06" 6 1=�,'.--1 ( ., N R= 20.00' 2 t - L = 27.92' 27.73' T = 16.78' LL - < w �w w Ww F co W + i + z >-- -J z I S=-0.07%' "' ®�' S=0.14% 394 JJ -� M 393 cf) w w w w (r W (/[[ LL w 27.73' ALONG E �T rn M DEMO\ WALL FOOTINGS ± AS NEEDED TO INSTALL,SIDEWALK 2 3 —G EXIST. IB'-DRAIN�__ _ sas7 2ND STREET CONSTRUCTION m , STA. 11+52.98, 20.00RT. E.C.R. STA. 11+57.91, 25.87RT. 329.217 (EXIST. 10' SEWER EASEMENT ENISW TALOCK WALL 16 .. IN -/THIS AREA 3 + N � od m I� CIN R/W CURVE DATA N( D = 90'WOO' R = 27.00' L - 42.41 T = 27.00'u —G-- EXIST. CURVE STA 11+92.45, 2000RT. JJJLjjj�rr'''EXIST LIP <10 ,\44 - - . EXIST FLOWIINE EXIST. SIDEWALK- E.C.R. IR/W ./ •� vii m I• STA. 11+83.45, 20.0ORT. \ i Iz N N B.C.R. } "y-' STA. 11+78.52, 24.13RT 12 NORTH FLOWLINE W z >-- -J z N ....__...396 w JJ M Z En cf) W W 394 11' ALONG TL ..1393 73 W W y"Jj W W 396_.._.._...396 3+[o t+ M M M M.. M M M M M .... ,+ + W+ rn m p, 4 M O, Ol d� d>-- M_.w is w. o . _. __ --__.. _.-- _.._._- '.�� - p'- v� -. -. - __.._ ___. - --_.....,395 m w w m i..1 �` \ w EXIST. GUTTER - -- --------�-------------- 390. 394 I:�W -- _. S=-0.18% - S=0.12% _- __ _. 5=0.12% 5=0.12% �� S) 0.12% FINISHED GUTTER s F co 31 42' ALONG �. 27.92' ALONG FL FLOWLINE TYPICAL ALLEY 393 393 I... _. ... 10 -... -._. _.._ ---11 -. _ CROSS GUTTER 12 -_ 13-_ - - SCALES 10 0 20 4G SOUTH FLOWLINE VEHORIZONTAL:(CAL: V-20' 1rq ROF 'mq m 2ND STREET y-rysrgT CO rr� VERTICAL: 1'=2' 20 5 1{lL.11 11/1 iJl1}`i liiWll�lll lt"d., .111E\VVf Jl..1661/1 R\J\J JISi JIM\15114�.A".11 li"del{L (1�4./' JLILIJ11 PHASE 5 u„�y,Ppe- w U 1 � 6 ITEMS OF WORK SEE DESCRIPTION DETAIL REMOVE EXIST. CURB AND GUTTER AND C) QCONSTRUCT 8” CURB AND GUTTER TYPE ST cep A). TOP OF CURB AND FLOWLINE ALIGNMENT \ a TO MATCH EXIST. = U REMOVE EXIST. SIDEWALK, IF APPLICABLE, >,- 'a m AND CONSTRUCT COMBINATION TYPE _ °' Q 2 SIDEWALK TO THE DIMENSIONS SHOWN ON (D � u' THE PLANS @ OCONSTRUCT 6" RETAINING CURB AT BACK ! A&8 OF WALK AS NECESSARY 7 1 w o CONSTRUCT CASE "C" WHEELCHAIR RAMP O4 Ay WITH RETAINING CURB AS NECESSARY PER A > -6 v CALTRANS PLAN A88A U CONSTRUCT CASE "GM" WHEELCHAIR RAMPuj WITH RETAINING CURB AS NECESSARY PER AB M m m CALTRANS PLAN A88B 9 ,= SAWCUT, REMOVE, AND REPLACE EXIST. 6O PAVEMENT TO THE LIMITS SHOWN ON THE 7' LU o PLANS a REMOVE EXISTING DRIVE APPROACH AND O P o� CONSTRUCT DRIVE APPROACH TO THE CONFIGURATION SHOWN ON THE PLANS �p ORECONSTRUCT ALLEY CROSS GUTTER D IQ E RECONSTRUCT STREET CROSS GUTTER i tl RELOCATE, REMOVE & REPLACE, OR ASSURE, Q 1 r . <@>PLUMBNESS OF EXIST. ROADSIDE SIGN 9 71 HYDRANT TO BE RELOCATED BY CALIFORNIA WATER SERVICE i OCONSTRUCT CASE "F" WHEELCHAIR RAMP A88A 12 PER CALTRANS PLAN 9 NOTES I c 4 1, RELOCATE EXIST. YARD FENCES AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN ACCORDANCE WITH THE SPECIFICATIONS. ANY 'I DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER I KIND. 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE SPECIFICATIONS. " & PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, STREET LIGHTS, AND STREET SIGNS. 3 4. CLEAR AND GRUB ANY VEGETATION IN CONFUCT WITH 4 THIS WORK. HOWEVER, ALL PRECAUTIONARY MEASURES SHALL BE TAKEN TO PROTECT EXISTING LANDSCAPING IF POSSIBLE. ANY DAMAGE TO RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED� r"n to OR REPLACED WITH LIKE OR BETTER KIND, z >-- -J z w O � Z En cf) n- (r W (/[[ LL w LL - < w w z > <Pzrr Oho LIJ w ©® w Ur r n Q CC CrU) C N RECORE) DRAWING CERTIFICATION SHEET NO. c 6.1-1864 OF 9 CITY RECORDS NO.: MODIFY EXIST. SWING GATE TO CONFORM TO RECONSTRUCTED DRIVE APPROACH wl'� 395 394 393 17 SCALES 10 0 20 40 HORIZONTAL V=20' VERTICAL: 1'-2' 20 5 N W URVE DATA N0. 31 D = 836'32" R = 27.27' ITEMS OF WORK _ SEE $ DESCRIPTION DETA REMOVE EXIST. CURB AND GUTTER AND i CONSTRUCT 8" CURB AND GUTTER (TYPE ST- 4 i A). TOP OF CURB AND FLOWLINE ALIGNMENT, b3U 'F TO MATCH EXIST. a REMOVE EXIST. SIDEWALK, IF APPLICABLE, OAND CONSTRUCT COMBINATION TYPE i - SIDEWALK TO THE DIMENSIONS SHOWN ON 8 ff THE PLANS CONSTRUCT 6" RETAINING CURB AT BACK OF WALK AS NECESSARY 7 •..�CONSTRUCT CASE "C° WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER e CALTRANS PLAN A88A CONSTRUCT CASE 'CM " WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER A9 U `v CALTRANS PLAN A88B _ E m SAWCUT, REMOVE, AND REPLACE EXIST. 6O PAVEMENT TO THE LIMITS SHOWN ON THE PLANS C U REMOVE EXISTING DRIVE APPROACH AND 6 x 7� CONSTRUCT DRIVE APPROACH TO THE (I) % a CONFIGURATION SHOWN ON THE PLANS C y OLu�\ m RECONSTRUCT ALLEY CROSS GUTTER KD m 7 RECONSTRUCT STREET CROSS GUTTER T m � � m ORELOCATE, REMOVE &REPLACE, OR ASSURE t 0 PLUMBNESS OF EXIST. ROADSIDE SIGN 9 0 11 HYDRANT TO BE RELOCATED BY CALIFORNIA m c° WATER SERVICE CONSTRUCT CASE "F" WHEELCHAIR RAMP T 2 ARBA N a PER _CALTRANS PLAN a NOTES 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN ACCORDANCE WITH THE SPECIFICATIONS ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER ! < KIND.i- 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE SPECIFICATIONS. I 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER I POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, STREET LIGHTS, AND STREET SIGNS- I` 4, CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH i j i THIS WORK. HOWEVER, ALL PRECAUTIONARY I - MEASURES SHALL BE TAKEN TO PROTECT EXISTING LANDSCAPING IF POSSIBLE, ANY DAMAGE TO ! �_ RESIDENTIAL IRRIGATION SYSTEMS SHALL. BE REPAIRED - OR REPLACED WITH LIKE OR BETTER KIND. , r STA. 21+56.64 "U" ST. STA. 19+80.84 "V" ST. s w PLAN 99U" S ET PH. � � rn M w Z M O M N M M o + m A M In I..L 1 A � M � M N > s J N V J W V d Q W w w w W W > Y •Y tp Oi rn O w 21 O> Of M d' + FINISHED GUTTER d 395. r' 39.56' ALONG E FLOWLINE W 10— (n W l N 39a - _-'------ S=0.15 — _.— EXIST. GUTTER ... 27 73' ALONG LL FLOWLINE [TYPI.CALCJA. 393 _.__ 17. _... _. _.. _.. 18 _ _._ __ _ 19 __ _. _... __.. _. _. 20. CROS ...... NORTHWEST FLOWLINE 395 394 393 17 SCALES 10 0 20 40 HORIZONTAL V=20' VERTICAL: 1'-2' 20 5 N W URVE DATA N0. 31 D = 836'32" R = 27.27' ITEMS OF WORK _ SEE $ DESCRIPTION DETA REMOVE EXIST. CURB AND GUTTER AND i CONSTRUCT 8" CURB AND GUTTER (TYPE ST- 4 i A). TOP OF CURB AND FLOWLINE ALIGNMENT, b3U 'F TO MATCH EXIST. a REMOVE EXIST. SIDEWALK, IF APPLICABLE, OAND CONSTRUCT COMBINATION TYPE i - SIDEWALK TO THE DIMENSIONS SHOWN ON 8 ff THE PLANS CONSTRUCT 6" RETAINING CURB AT BACK OF WALK AS NECESSARY 7 •..�CONSTRUCT CASE "C° WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER e CALTRANS PLAN A88A CONSTRUCT CASE 'CM " WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER A9 U `v CALTRANS PLAN A88B _ E m SAWCUT, REMOVE, AND REPLACE EXIST. 6O PAVEMENT TO THE LIMITS SHOWN ON THE PLANS C U REMOVE EXISTING DRIVE APPROACH AND 6 x 7� CONSTRUCT DRIVE APPROACH TO THE (I) % a CONFIGURATION SHOWN ON THE PLANS C y OLu�\ m RECONSTRUCT ALLEY CROSS GUTTER KD m 7 RECONSTRUCT STREET CROSS GUTTER T m � � m ORELOCATE, REMOVE &REPLACE, OR ASSURE t 0 PLUMBNESS OF EXIST. ROADSIDE SIGN 9 0 11 HYDRANT TO BE RELOCATED BY CALIFORNIA m c° WATER SERVICE CONSTRUCT CASE "F" WHEELCHAIR RAMP T 2 ARBA N a PER _CALTRANS PLAN a NOTES 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN ACCORDANCE WITH THE SPECIFICATIONS ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER ! < KIND.i- 2. WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE SPECIFICATIONS. I 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER I POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, STREET LIGHTS, AND STREET SIGNS- I` 4, CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH i j i THIS WORK. HOWEVER, ALL PRECAUTIONARY I - MEASURES SHALL BE TAKEN TO PROTECT EXISTING LANDSCAPING IF POSSIBLE, ANY DAMAGE TO ! �_ RESIDENTIAL IRRIGATION SYSTEMS SHALL. BE REPAIRED - OR REPLACED WITH LIKE OR BETTER KIND. , r STA. 21+56.64 "U" ST. STA. 19+80.84 "V" ST. w s w Lo W m w Z M O M N M M o + m A S A o O.� W In I..L 1 A Lo � M N Y�Y $ V 4 W V d Q CLOQ LJJ w 394 W > Y M M M O w 21 a a U ¢ 39.56' ALONG E w s w Lo m w M M N M M o + m FINISHED GUTTERS O In I..L 1 A SOUTHEAST 99 (\FLOWLINE T PH 395 394 RECORD DRAWING CERTIFICATION 393 6.1-1864 CITY RECORDS NO.: m jLL g', m 4 tiI SHEET NO 9 OF9 z Lo W In I..L Lo +❑ J °rT0_z W CLOQ LJJ z o W > Y O O w O U ¢ Q W W (n W =y U SHEET NO 9 OF9 �C��C �5G ]C s4 R W EXIST SIDEWALK- -- T TEXIST. FLOWUNE � EXIST. LIP N048'16'E i6 R/W 396 I I I I I I II z I a w i I I I I �Iz yi N F. NISI as I wl i 1 I 4 25 ONFORMT r — RT0.EXIST-t- -� �-HO— – CURVE_ INTERSECTION "V" ST. & 2ND ST. (MON'T NOT FOUND) �u STA. 16+70.50 °V° ST. _ STA. 13+29.27 2ND ST. -p EXIST. 24" DRAIN EXIST. 18' 18" DRAIN -1_ ._EXIST, -12"DRAIN- _---E35$T 98� x 395EXIST. GUTTER d -_fFLOW7NE m lC 1V�J1 V1�1 1L� V P /l=E J1 9 PH. 5 EXIST. 10' \ SEWER EASEMENT s H No CURVE DATA NO.25 D - 90'00'00" m ' R = 27.00' L = 42.41' i c < T 27.00' R/W o r I CURVE DATA NO.28 D = 4349'6" R = 80.00' L 6118, T = 32.17' CURVE DATA NO.30 '\ �Z i D = 133'49'06" R = 31.64' L = 73.90' T = 74.21' MODIFY EXIST. t �1 ' I " ADJUST EXIST. o t k' 1 N SWING GATE TO "' O 10 ,� t SEWER MANHOLE r COVER TO GRADE 'a CONFORM TO �% c + RECONSTRUCTED SEE DETAIL + 9 DRIVE APPRAOCH rn // �.10 7 c��c�i� 2 3 v c d A 30 L� "V" STREET / / � CONSTRUCTION /� s NO'48'i6"E 310.34' / EXIST LIP M Q G G G G �- -- _ _ ___ //' _E_X_IST FL_OW_UN _. —Yl _. _�- -_ _-. W — — W I"7C A � N N cD v v � M --SEE G .. _. DESCRIPTION DETAIL ' I I I w 17 42.41' ALONG IL F__- I"LA R/W T - INTERSECTION "V" ST. & is; 'N'� 6 i 1 10 Cl\) \ \ \ 6 1 "U" ST. (MON'T NOT FOUND) = 1 = STA. 19+80.84 "V' ST. I - d \ t9 STA. 21+56.64 "U" 20 —D ---D ` - -D - _ p _ _ \ a - -_- - .. _-- - --.:- w --- -- --- -------'''�---- --- - - - - - - - - Q4 -_-__ _------------- __ _—_------ ITEMS OF WORK cD LD n n n � --SEE G .. _. DESCRIPTION DETAIL ' REMOVE EXIST. CURB AND GUTTER AND - ,� CONSTRUCT 8" CURB AND GUTTER, (TYPE 5T -i w A). TOP OF CURB AND FLOWLINE ALIGNMENT 8 _55 _ TO MATCH EXIST. � am REMOVE EXIST. SIDEWALK, IF APPLICABLE, -w CONSTRUCT COMBINATION TYPE 39.56' ALONG L1 `? OAND SIDEWALK TO THE DIMENSIONS SHOWN ON ro CE°<w Y\ THE PLANS w'. 395 395 �.. CONSTRUCT 6" RETAINING CURB AT BACK O ASB t OF WALK AS NECESSARY 7 { CONSTRUCT CASE "C" WHEELCHAIR RAMP O WITH RETAINING CURB AS NECESSARY PER - AsaA 9 -- ,. CALTRANS PLAN A88A �M 'zz� !O CONSTRUCT CASE "CM" WHEELCHAIR RAMP NTH RETAINING CURB AS NECESSARY PER Aae 9 CALTRANS PLAN A888 - 'Tu-.�; ;• SAWCUT, REMOVE, AND REPLACE EXIST OPAVEMENT TO THE LIMITS SHOWN ON THE 7 PLANS CP U..) rr REMOVE EXISTING DRIVE APPROACH AND .O CONSTRUCT DRIVE APPROACH TO THE, F 18 FINISHED GUTTER 79 CONFIGURATION SHOWN ON THE PLANS 73.90' ALONG FL RECONSTRUCT ALLEY CROSS GUTTER 7 =- 9O RECONSTRUCT STREET CROSS GUTTER 7 10 RELOCATE, REMOVE & REPLACE, OR ASSURE CE - PLUMBNESS OF EXIST. ROADSIDE SIGN 9 cf) _ HYDRANT TO BE RELOCATED BY CALIFORNIA O11 WATER SERVICE `12 CONSTRUCT CASE "F" WHEELCHAIR RAMP A88A PER CALTRANS PLAN 9 NOTES 1. RELOCATE EXIST. YARD FENCES AND/OR GATES AND MAILBOXES IN CONFLICT WITH THIS WORK IN ACCORDANCE WITH THE SPECIFICATIONS. ANY DAMAGES SHALL BE REPLACED WITH LIKE OR BETTER KIND. 2, WATER VALVE BOXES IN CONFLICT WITH THIS WORK SHALL BE ADJUSTED IN ACCORDANCE WITH THE SPECIFICATIONS. N o 3. PROVIDE 36" MIN. SIDEWALK CLEARANCE FROM POWER POLES, FIRE HYDRANTS, GUY WIRES, MAIL BOXES, s a o STREET LIGHTS, AND STREET SIGNS. g o n 4. CLEAR AND GRUB ANY VEGETATION IN CONFLICT WITH ++ THIS WORK. HOWEVER, ALL PRECAUTIONARY N MEASURES SHALL BE TAKEN TO PROTECT EXISTING o LANDSCAPING IF POSSIBLE. ANY DAMAGE TO RESIDENTIAL IRRIGATION SYSTEMS SHALL BE REPAIRED AA OR REPLACED WITH LIKE OR BETTER KIND, INTERSECTION "V" ST. & is; 'N'� 6 i 1 10 Cl\) \ \ \ 6 1 "U" ST. (MON'T NOT FOUND) = 1 = STA. 19+80.84 "V' ST. I - d \ t9 STA. 21+56.64 "U" 20 —D ---D ` - -D - _ p _ _ \ a - -_- - .. _-- - --.:- w --- -- --- -------'''�---- --- - - - - - - - - Q4 -_-__ _------------- __ _—_------ WEST FLOWLINE SCALES 10 0 20 40 HORIZONTAL: V-20 VERTICAL: V=2' moFME - W%17W SMEET9 PH 20 5 EXIST. GUTTER FLOWLINE -REMOVE PORTION OF TEMP. CURB & GUTTER FROM PH. 3 AND RECONSTRUCT TO THE GRADES SHOWN PER THIS PHASE CURVE DATA NO.31 D = 83'6'32" R = 27.27' L = 39.56' T = 24.17' M N w OM W U20 I ttagaJJ � M ~�O 396 - 395 to cD LD n n n � 4 .. _. W Q c� _ REMOVE PORTION Of TEMP. CURB w w w d 396 396..-.. .EXIST. GUTTER N � RECONSTRUCT TO THE GRADES o -w SHOWN PER THIS PHASE. 39.56' ALONG L1 o) ro CE°<w Y\ z w'. 395 395 _ _.fLOWIINE_-w c u o W 0 z:LL _.m – – – –----' O U �M 'zz� o a o - S-0.72% N CP U..) rr .:394 394 18 FINISHED GUTTER 79 fil 73.90' ALONG FL c O (n _ FLOWLINE CE WEST FLOWLINE SCALES 10 0 20 40 HORIZONTAL: V-20 VERTICAL: V=2' moFME - W%17W SMEET9 PH 20 5 EXIST. GUTTER FLOWLINE -REMOVE PORTION OF TEMP. CURB & GUTTER FROM PH. 3 AND RECONSTRUCT TO THE GRADES SHOWN PER THIS PHASE CURVE DATA NO.31 D = 83'6'32" R = 27.27' L = 39.56' T = 24.17' M N w OM W U20 I ttagaJJ � M ~�O 396 - 395 RECORD DRAWING CERTIFICATION 6.1-1864 CITY RECORDS NO.: N cD LD n n n � 4 .. _. W Q c� Q REMOVE PORTION Of TEMP. CURB w w w d d & GUTTER FROM PH. 3 AND X N � RECONSTRUCT TO THE GRADES o -w SHOWN PER THIS PHASE. 39.56' ALONG L1 o) RECORD DRAWING CERTIFICATION 6.1-1864 CITY RECORDS NO.: i i3 to mIz o.m N cD LD M n � m � M W Q c� Q . wx °Lovi ty m X N � IQi o -w Y o) ro CE°<w Y\ z m c u o W 0 z:LL > ai O U �M 'zz� o a o m N CP U..) rr {W fil N c O (n t a i i3 to mIz o.m SHEET NO 0 OF 9 z LD W Q a- °Lovi om-Fz W -w LL Lli CE°<w Y\ z u o o W z:LL (1 O LU 2 LL O 'zz� W ULLl c GI— Q U..) rr W (n W CE cf) _ SHEET NO 0 OF 9 REMOVE EXIST. SIDEWALK, IF— APPLICABLE, AND CONSTRUCT COMBINATION TYPE SIDEWALK q SEE DETAIL 3 EXIST. DIRT GRADE --y 6 SEE PLAN PLAN EXIST. 8" CURB Sid b 2% AND GUTTER WHERE NO CURB, GRADE AND — -� EXIST. PAVEMENT W , EXIST. DRIVEWAY- w DRESS TO 4:1 MAXIMUM SLOPE I T --I- ---- CONSTRUCT 6° RETAINING ----------- 7.c, - - i STREET R/W CURB AS NECESSARY o SEE DETAIL SCALE:pi°.2 SIDEWALK A ------- -- --------�- ° i 90% COMPACTED SOIL SECTION - SID MATCH EXIST DRIVEWAY WIDT RETAINING CURB c NOTE: CLEAR, GRUB, & GRADE ALL 7 - \` . 14' MIN._ SEE DETAILNECESSARG* ALIGNMENTS FOR CONCRETE WORK. _ 7 BACK OF ' WALK REMOVE EXIST. SIDEWALK, IF ' m APPLICABLE, AND CONSTRUCT\\ REMOVE EXIST. CURB AND GUTTER AND - s - ^ ° _ ¢ ro COMBINATION TYPE SIDEWALK CONSTRUCT 8° CURB AND GUTTER (TYPE - - BACK OF SEE DETAIL sr -a A). TOP OF CURB AND FLOWUNE J 'CURB U `O L a 8 HORIZONTAL ALIGNMENT TO MATCH EXIST.- ° a EXIST. DIRT GRADE 6" SEE PLAN SEE DETAIL si-t °, FLOWLINE _ C — = SAWCUT EXIST. b> 8 PAVEMENT. AND MATCH m �T — 2% 22 NEW PAVEMENT TO EXIST. CONSTRUCT DRIVE APPROACH *NOTE: A MAXIMUM CROSS SLOPE Llp C o WHERE NO CURB, GRADE AND �'1 W DRESS TO 4:1 MAXIMUM SLOPE I I _ _ PER CITY STANDARD* OF 4% MAY BE ALLOWED UPON SEE DETAILSr-3.'APPROVAL BY THE ENGINEER. ',j CONSTRUCT 6° RETAINING PAVEMENT PATCH r -t ° *NOTE: SEE APPROPRIATE PLAN FOR U CURB AS NECESSARY '� - 8 DRIVEWAY CONFIGURATION. SOME p` m 7 90%COMPACTED SOIL ui 95% COMPACTED SOIL *TYPICAL OR AS CALLED ON THE PLAN PLAN -TYPICAL DRIVE APPROACH ! 1 ONNONE CONFIGURATIONS BOTHHSIDES OFAVE A THE DRIVEWAY. INING CURBS SEE DETAIL G } SCALE: V=5'7 w $ SECTION fj - CURB, GUTTER, & SIDEWALK B SCALE 1"=2 7 a NOTE: CLEAR, GRUB, & GRADE ALL ALIGNMENTS FOR CONCRETE WORK. I 12 REMOVE EXIST. CURB AND GUTTER AND *NOTE: CURB HEIGHT MAY BE CONSTRUCT 8° CURB AND GUTTER* (TYPE - '-y-)--j-- ADJUSTED ti° TO MATCH� A). TOP OF CURB AND FLOWLINE ; EXISTING SIDEWALK ELEVATION. HORIZONTAL ALIGNMENT TO MATCH EXIST. EXIST. SIDEWALK SEE DETAIL sel SAWCUT EXIST." TO PAVEMENT. AND MATCH 2'-0°ADJACENT SOIL GRADE NEW PAVEMENT TO EXIST. — — I PAVEMENT PT - o w FINISHED SIDEWALK OR DRIVEWAY i 95% COMPACTED SOIL �o i 907 COMPACTED SOIL CLEAR, I CURB _ SECTIONE:1"-2' B &GUTTER SCALE: 2 B, & GRADE ALL 7 <o „ I ALIGNMENTS FOR CONCRETE WORK. -ALLEY- * �z -STREET- DETAIL - RETAINING CURB G �! SAWCUT EXIST. PAVEMENT. SAWCUT EXIST. PAVEMENT. AND MATCH NEW PAVEMENT 2 -0 MIN. VARIES, SEE PLAN it 2'-0" 2'-0" AND MATCH NEW PAVEMENT REQUIRED WHEN ADJACENT GRADE IS HIGHER 7 TO EXIST., TYR. THAN 2" ABOVE SIDEWALK OR DRIVEWAY. IF TO EXIST., TYP. 2" 12 — — — _ 8% MAX. 2% MAX. I ADJACENT GRADE IS LESS THAN 2" ABOVE --- SIDEWALK OR DRIVEWAY GRADE ADJACENT SOIL m o S } FROM 2' AWAY TO TOP OF CONCRETE. i ' o �Iz o I v PAVEMENT PATCH t -I PAVEMENT PATCH B7 � U REMOVE EXIST. CROSS GUTTER AND 0.50 FT CL II AGGREGATE BASE Lu Q CONSTRUCT NEW CROSS GUTTER, CLASS "A" TO 95% RELATIVE COMPACTION Q CONCRETE WITH MIN. STRENGTH OF 4,000 PSI 0.50 FT NATIVE TO 95% ® Ir RELATIVE COMPACTION, TYP. z n nD 0- SECTION -ALLEY CROSS GUTTER �DE OBSTRUCTION (POLE, I m > Q SCALE, V-2'GUY WIRE, HYDRANT, LL. u- Q W NOENSURE INSTALLATION OF EXPANSION MATERIAL 7 ETC.) (n O z ~ AT ALL LOCATIONS REQUIRED BY CITY STANDARD ST-94'� v _rmY z o Lu O � z z LL z w z O W vow W SAWCUT EXIST. PAVEMENT. 6 0 SAWCUT EXIST. PAVEMENT LL AND MATCH NEW PAVEMENT 2'-0° 4'-0' � 2'-0" 2'-0" TODEXST.CH�W PAVEMENT O W z TO EXIST., TYP. 2 _ — — _ _ Q s PAVEMENT PATCH -t "`- PAVEMENT PATCH 8t U 8 _ W co PLAN - FENCE RELOCATION H w REMOVE EXIST. CROSS GUTTER AND 0.50 FT CL II AGGREGATE BASE SCALE T-5' W CONSTRUCT NEW CROSS GUTTER, CLASS °A° TO 95% RELATIVE COMPACTION 7 �- CONCRETE WITH MIN. STRENGTH OF 4,000 PSI 0.50 FT NATIVE TO 95% Cn (— RELATIVE COMPACTION, TYP. RECORD DRAWING CERTIFICATION SHEET NO. SECTION - STREET CROSS GUTTER (E SCALE: 1-2'6.1-1864 NOTE: ENSURE INSTALLATION OF EXPANSION MATERIAL 7 OF AT ALL LOCATIONS REQUIRED BY CITY STANDARD ST -9 CITY RECORDS NO.: 20' V_ --sem--- TYPE A" R=aS 10" Rados 7 R_a: TYPE "C" R=a5" 4 n e TYPE "B = a5• 4 O "A as T I *GUTTER ® YAttter oily dord ewer wowed by aly Dow.. N NOTES: ow.. t. Aff work shed audwm to the k sedino of 1a hiokwdpme Ants a cold pilo shed be croshucted Me -'toed SpeafiMM4 Stole of coliform; Myadmwt d r5 hkfK* Esywdai pats mrd be of cant of TMS/wtWm*, aWmwd comment ed lim, ad Me snit d sbuctmes red d ads of cub reform Idloaig gaceml motes m.cs 11. Type °0° nub n d gutters mquked w df tjpes d 2 smyak prgmaatkn fir Type A: 9; ad C' outs sheets wtess woaw a aWresdy pcmfe®d by Me wed gutters shed be aastructd true M Bode enol doss fSty £no wer. sullen mint amryoclim d-bO,Lto a dd��M ,16.0' 9e1�Nt lbio.grrl�F��af� bekr bre srrbgdw 95% COkEPACTED SGL OR CL II BASE 12 Type A- cwb mrd gutter a permitted edy sure d iwli MMir 8a Wp vwd m repried by M. Cdy 1hower. 3 Courete fa wb and gutter .Wil be `tris J 4�Lqowmw en d. shed be w4Mrh 25' to 53- Au* 13 Type a mob may be permitted by the Oty Engneer ►w # udarom kdtn and mly n Moble Rene Pans. wd R -,S -25A omod'n0d 4. Tkrdef firms .drao be .swfxd m Me m tbe dile p'wd R&tm Tro-Ad-0n Wf Acre Nhimme Lot Sze) Zwa need to Etre concrete and shed Trot be less Mw L5 N07ES: Mid: after beivg "faced 14. Parent b cab and gotta amotmo o shed oseerMwy 5 Ag &mgyrfta kwtkws wd mus we clad wok. 5 Tqa enol fee m1d be twrdd smrooti6 fhw given o -Sbdad-wookdorm State of f d foe Mush 6effi. 15 Ww ca dzwtiig new cub ud gutta, the extol 6. Bemng sol sMd be emyw:hd b 959 pomwwt .dao be smrart a roNzom of 20' from a ihae existng arra enol guttas ere to be /ePfwed new Me /0 of the gutter m os *ectd by Me Q'ty &ghees cwsftdm sold motdr ertstn9 coasf emd, aftess oMarlw 2 fowete Ar ms*dta shed be pens 2 dioctd by Me aity &rgnea. ad Ad canhrm to Me nog its 7. Clowndo Ad nolo* w dd10'ees uniew prior ,yarud rrrnAra: is obta d ham Me relyf ,mor LU 7. Cauaete shed awtan aro addtiws snkss 3 £.giwskm Ants shed be crosWch+d prdr fypmM k dtmd Eon City £ngneer. awry 30'w as &wld by Me lily tucr) a cmade dal be awed »err a tole pk/nrewid � ti Concefe .did be erred will a Mile fir°:we mod waadt pmtarf fr1� Sit STANDARD or. commd c000nieg to .section 90-20/0 d the state - -- sW be eller 25• to 4.5; CURBS &GUTTER "..w--` stadad spetihatkns ntr,WE: sr-ewEw rill, ' kwblandidwtr A•'tNovd �1, TYPES "A", A ix&w swfias of aub ad gutter std be Mond d -¢ioa ✓f5il Q "B", & "C" :a+x , IP7C='IT �1=1L ll�'� me Mels of the oma to be recmatruct"i •JROw° fikel tmMdd'be trkwd f w dP pYB • arA'i'-ti-',�ti read nub retm rodms vSEE PIANS vv sign d be 70' f6. IM) mo'. FOR RAMP & t Kwkwed - fwd sbwts and 30' CURB RE RN Pone `OWL fm) min. m d ataids CON FlGURATION f cd*cfas m teas of Arae meroms dA ortaids e, cdwlar a os dmctd ,8 n cub R Gutta 15' 4Cm Max. '. ^. delwew pots � Rrr►wi �- Poght-d xny - 20' (aim) x 20' (aim) ehomfa / w/e septan fa silted kedmou see Std T- U / J' (a9Arr) I( f khat sgndizd htersectfa, 1. 49 wak .Wil cmfo-m to the applicable whims of Me rec6evioss enticed Stwdod Speaketoas State of ediaok 0oporhmmt of Traaatotms apprewd eamot off. 2 Subgrwe poroncho, "be conwb w 1. to gmw xd doss sechoo, nM campactim of 909 to 0 dvm of a5'(a 15m) it Concrete Shed be Coss A" wed Mat bort a stump betvew 25' (s.Smm) wd 55• (f46xm). be eerkse moo be fa,and to gra* wed wxss sector will a Hoot toughed snaoth, wd 6ds'md wrM a Mona. 4. Cwaete shah antah m edifitoes edeas aur rya owf a x1med from Me Qty Engemor 5. excrete mrd be owed rf& a owe-prpomtd arm, comoamd cwWffig to Sectio A}-7.010 of Me Stwdad .SOecRicatiws 6. hh3k& d %me Jehh, Wd be dutofed of 75' (4hn) ntenols ad expwean pbts at 60' (1aJm) htamfs Egensb. pints shall be bcote wee .sole of o structure Md of Me wd of am rotums. z Eyw.timm phf w,,, mdcid .Md crosiat of poe famed strips of o daobk, rest ccmpamd. lf�esmry, dpel o/Warwan. 40 aim easement to wcommowfe ,pd dotb ct Mira q WI*�f 209 mar. ft I a 0"w, o°c4 f? Reber - 24'0.0 both wap: kb widM a/ Wil oce.4, I / -,Rebar, ewnrt. wfM 20'vfaarwge fixe tlaitam of concrafa CECTION A--Aprmrd�-<rbxidsnirrr. rt01 x I. Afl work.onmp wd .,raids eidt wotem to Me'w§ccy' 7P sect' e f n stmq Orin o'+ipwm hemg v.n fud lar wfucenreat SYcfNXIS Of MP .¢aTlAatlMs Entdiad 5101,'f C2ifp . ftt. 01 ShN be war," o ib, %Till,'i .. as oNtted by Ar cit, fle9Neer_ Tiarspakt%m. 5lardcd .$ erfimYims, hereofW Wenn a situ .'d me .ttxhm bang emomd r✓rdi be o .r•. f 50' in :math ma svwc✓ls 'hdf d' , vdh ezis -' 1 a sacro !n„ N keertmni shed ccefaan SpeaYadkms.:vna,t City apposed mbtkn. Nr rvh Nw+ ail 2 A cumnt 51.0 Permit issued d Me Ch of 806, old Pobrk in enol ;xatron t" ffie adpcert existing nwprosanents y Y unless dham'se, ofected We, ogeafr t meet oc'.Ta v dl w .* wed , Gly dghi-of-wy. 1?. Sectc�s beim r ad mo be .wad vhsr rxsw oxmenr Sirbgroda >hdl he cwsbucfed true tc ode and crass secliw ,f In wed caedhmi a,d with b( r w' of the G't Eg Pier enol campatd to 959 of ruaximum, dry dwsiry as de7ermhsi by AStM g p & to Y ug ` ASW D-1551 le o depM of 6.0• blow tw of a.0grmb, 0fherwrsa, the errtrey pnremmf N1d be sowcut a mar. cf 2.0 inn the edgy of r. mcrere or oc dotted Pofo ro ! f0d, shill cmfam d Concrete da mire wromh shed con ' to the moue nems of the to the regvri WI' of Sfmdwd Leta# sr It Sfwdod Saesitkar .ns fx minor emaw e t min, cemencon t tent a.. z Cut wd tte aid dee' or, axil .Nrt:N de nvurM xatd 4+ Y � rp Y. , 50.5 Ib a, C1'. uy N,od caatain na addifims voles r;a a ro&d ) P pp / Yn %s obtund Irmo t,e Cty £ngnec: not ma>Wdhiudfy 5. ]'tuber Ixms sem4 De svrfared w the sole Pkaei need fo the 13 To d mazunum dlawcde d -ma appraxh wrath m5dl net exceed b09 concrete and a O not to less then t 5 Mak oRa .swfm.hg Fw. a! mmnerc.0!/err It tomJy prrrpxty frontage. Lade gvpreeeh @mm'sien, and wbrpade shdf be wetfd eunedote'y pier le caacrefe ptoceaert os sham on oppr..re prmv, Adl be be boys of .wcf, detammof%oa 6 Carnet" ofIe oe Mowdd -to' edged wd moa qi✓m o k;V 14. 9p, oppro 4 Hem, the Cdy £ng!^eer teed rqpo oMM, a -Alq brown Fnuh iama& Ny offer S'sM', di e*,sed slrfaces shill whys, may be 0cea5ed to 0 mover for M -t a,d U-2 vsea where wut". of rr' I a x"J herder se rxmmi. rem&^ a v to th .- hue of d o - 1d mar . axm mend �pM✓ pmnau aY p t'qu of kV mg fu the mem Spofhcofiws Tho cwcrete wrhur shcE' 15,4 Ai, all of fiw9 t orb shay s. aak dim W e; hwgh cppmc4 bs kej,t rzuxs! until the curing cwpound rs r�icxt y faponsim pn s d ad M cwsir✓cfed of doth ends of rq,prwch ,q't = rated m SMdxd OzfaA T -20v ere gi Duel dX dh'(c £nginea- WsukwrM 6rw pmtG 2n` dwp, s1vN be paced at rentev of apprcOtn I6 No f.. apimalr mrsfmcfmi ie prmrHed wiffµ5 a slit,! a- oh'ey and of to max as is er as deacid by the 15tr £npreer. curd relum O. Yo patiro of rho mTr epproacd rdaN dw caasrrutal err adpront a fyransion pnf filler rzmtckl o}dl wpast of prehlrmed slrgs of p: opylr fo,f ya unless spe.Jficmiy wprorN by city fngraea. Unable resdii.i that com4vm to the umnnts of the d rww SYwdnd 16,mratio 0, t asof Mifew was1wx4 9 where crew oAv vh is Meng mmsery Md ooaveod •o exisMIq curb and aft,, the a rst g nab and gutter"be mnpkfdy remosed end rgafoued will xbm m sham obem Na "cart tut' ,, / 14. for rammaciGlfinulti-famoy dare ipprmrh 30 w,drh .I sideema /T,wfy,Piynrk' Ce mfo5 Wxnng yp both oxe. See Nate • nn Octad ST -Io 45`1 � P /\��� a/ `� �--•._' _ r,Wh_ s� 1 :�C 50. d4 MS&MNd \ "./ ,% /f' Ig mine, U°le �%% 5: G - 4.0' f/) 4.0' inkrum m d kcm'sbwts as, s ews hospitdg amm oriet musbfaL a ar atected by the aty, 6 0 (1&") womow w mw*,kg aderdk. a Srdm*s shed be =ed to a mot mm dam of aIV (5awm) W*m aN.crise directed by Me CRY immour. 4 Mar sdewrd cwskwfw to bkcPs eM existing skkwdk shill cwfam k dnmskn wd kation to Ouse n place or w Oiecld by the Q'Yy Eng wa 10 Existing oidewdk dwell be .1 wed renowd of Me fm! swung hire of or beyeod Me ptaoed pool. 11. A pang fo siif," mxsbwtioo and r coostruetrom fid accanpary actual wok 12. Any rwrma h &M, cola, ,=and, ban stordad xN regoke eperue frau Me adwsery ogwcy 13 Trcuutiws h adendk op. most be'woved by Me G'ty £mlibeer. e / STANDARD w°` COMCAERCI AL/MULT1-FAMILY was DRIVF APPROACH -TYPE "B" s CRY OF 13AKEFEFIELD SI -4 CALIFORNIA STANDARD ow.. Ali V ole be'A let ft trtfed ',Mile rYdAf6m$ of «naw COMBINATION u. srxr xu SIDEWALK m.cs CRY OF ST CAUFOFM -8 uc ramxS CFPM1wEHT 9e1�Nt lbio.grrl�F��af� USE FOR EXPANSION JOINT LOCATION ONLY SEE DETAILS PER THESE PLANS D&E 7 I SYmead Curb Return McAs n to be 20' adoss otawne gwmved by city bow f0wuao ,kat Street R/f' vww" Amil, A® 1 d 6001 i0`A6 +aaT brrap4+rmdda 2M d0°iR fAf`l►: 7. Apf'3e t1Ar i ii a w MIi tod�ecof~ei r�mvf Of totl Hs agrrbeN 60 40(m ro aer.�At t(A& d desalt d .�raled px SiMdadA 'b.wdpr Mtrwa A of&* gdbr iigrorw*g4bama( 1100"$lia Intim c"gyrae *^K 0000wood6igRi i�'1N7MNi E Araiwt 5kart iyfr d 60ow. irrA°lii mwwddailrararMprd n mit .wp .IN tli.�br fe nolo, 4leatd +p t�rf�ar. 2 .Wdbe bee# +tlwf gw# aex and b9 dI4* Ta..MwAWA di a�i�reewBtB-bBTi34+dnpwdtlrd�wiiteip� 6 d be ° ab .�.�.t Alarf fldla�. A ttladi iP..9M�raad eAW air fo ftt '^ "" i. dsxrra/kdmid PA2 p'ih HAMArmtw swr,#a.ereftkdJbeYl57-» aapr4N ( it CIO aW fila° woriste"w o'i sled be pow LislaaK Alrisdob � AdfAes dis}+b' Rd-VN*dp baxr4dAm MrC �.matiwar/BAa stpYdepar+dnepsfr 9 to at iAd 2kd w ewint m 73r A AMt k 8splddl9�rd df milt be MAr taw itir� trMs ikdrwiofgw6m 7weadtd**As'4tw3 11&Needbe gTr4rt ifd beodt d23'Aot odpa•itAffAr bt IBM fl•4dlti Pkt tob.e'# dANWOOK AE E,ifbg w44 R$grWs beir>raWaadnmWeo aft INrMM ad Mur d WAN014 6 A»�R9 dabenaYnMd'die M rfeMfy of itW9 4p Fkene Emb'm at Mk pont 56d not be �v dewlhis at otfer cM Of Mas rehsm £ * qtr A J , Expansion Joht- a p4xgvrtta Cade=a6RNn. Glf2 Ewnson dant STANDARD 6.0' CROSS GUTTER Ftexide govown d ft point sAd of be bear deoulm d other red d Mils fetmm per Evasin ✓ant yen Street R/ig r � �k B Of atter 969doeo o �aM'e� r 20" SEC71ON A -A Line SEC77ON B -B tQl �.wP EXPANSION JOINT MATERIAL, 3 STANDARD �+� /L.00CiA^TIONS r,?1A Q 1\led ST -7 RReN wade # 1W Ali V ole be'A let ft trtfed ',Mile rYdAf6m$ of # LU B E Aarpd - Ibmf 6sm5' iht d Egewsm ,knf _- F. 9e1�Nt lbio.grrl�F��af� " wh d iwli MMir 8a cwa Rer Ro - afs ten. 4�Lqowmw ,.._ .. _ - ___- ------ ►w # udarom kdtn and ,lent STANDARD 12.0• CROSS GUTTER �t/ N07ES: 1. N wok shed coubm to the 4Micmk 5 Ag &mgyrfta kwtkws wd mus we sectams of the 4mT&vff= muffed to be ¢pmmd by Me City fngirea. -Sbdad-wookdorm State of saeiM� cm'Mamig-Depmtowwf of TrwRtotofia+; 6. Bemng sol sMd be emyw:hd b 959 LO' °*kd .1 aft.. of mox6uun dry dmwty w khomkred by Q ASTM. 0-IS57 to a depth of!'bekr' 2 fowete Ar ms*dta shed be pens 2 ms*dtr ad 19'k add sole of toe ad Ad canhrm to Me nog its avagutto of the Stork Sfinerd Spaimeahan LU 7. Cauaete shed awtan aro addtiws snkss 3 £.giwskm Ants shed be crosWch+d prdr fypmM k dtmd Eon City £ngneer. awry 30'w as &wld by Me lily tucr) fngneer. ti Concefe .did be erred will a Mile fir°:we mod waadt pmtarf fr1� Sit p"ootd auiig axryound arry/yry to 16 A anew, dad be am 2 and warp sealkn W-7.018 d dr Stile Sta+dad - -- sW be eller 25• to 4.5; Sped&dkns "..w--` I- ntr,WE: sr-ewEw SEC77ON B -B tQl �.wP EXPANSION JOINT MATERIAL, 3 STANDARD �+� /L.00CiA^TIONS r,?1A Q 1\led ST -7 RReN wade # 1W Ali V ole be'A let ft trtfed ',Mile rYdAf6m$ of # LU E Aarpd - Ibmf 6sm5' iht d Yo i.k � _- F. 9e1�Nt lbio.grrl�F��af� " wh d iwli MMir 8a ,3 ALyir6AMe gaArd AiglBr ,.._ .. _ - ___- ------ ►w # udarom kdtn and z �t/ crrpeotdilYA'dm•dd. dyakwfys r . •. •re•�•�r r., dskrwiildby Aift9-lb'37trailef ditrrbndill Ir m saeiM� .'Jilt ` lL O Q .!t z i dirrab i� OFe tpmAw rawdawbnw ro. , : LU z fk lwJ6i•R6Q�fe Silwclyd. ... w tucr) ra® fir°:we mod waadt pmtarf fr1� Sit - � �:.pw6 .. - -- tlredrte sid adpd aro _ _ __ _ "..w--` I- ___.. rill, ' kwblandidwtr A•'tNovd �1, /< VJ U -¢ioa ✓f5il Q 1=RP11=,I1:.11 ftf IP7C='IT �1=1L ll�'� m BmYG SM dePoP fikel tmMdd'be trkwd f w dP pYB m is Sf - ,p PE.AN M rs yubg m eitgt•t mkt be-ww it Y tp+kto -_ pdi.rf dawimiw 0 k ARWe4 wrlka dYgbe bmw6dSONA U3 . tSAiMFbi., bled itPmhiw, fid im,gitrbsbt bwmritgk f0' j§` dSHEET _ dor. a e wAMiA 4dlru tN`e� U W i O f+9•mt�p� mdmriy t fe--•- - a.e swgds'r elAs apfM ... R, Y *.. d:ia: II•.. L.h b. E r"i• Awbe mgv*d d buM - &i• ML. - wdr d�I mwwdpkwpwdFYO• s*sda3bepikpddonW dglrert and 4P' .S:C710N A -A d d'nadu•mr lldnlrl r W IfieNdM � r PNW4ewmodiff Aw ford. ite_l e Ilfj is ib dISO"To Aw4 pw"w n Ab12f wdv tbrb nhft Sowcvt / Wu puxuoo� a n -. Palm Cement g 'f conger? 4. Sdmf Noteriot (d r"*ud) PATCH IN CONCR£7E SURFACE 4T MATERIAL, 3 LOCATIONS STANDARD 6.1-1864 U ci 61 m ° 9 r, .3 o1z0 L .3 O.m ro z LU F 1lt�t�• •� 1�t+fit t�ttaf z �t/ 0 r . •. •re•�•�r r., w Ir m - .1=II:����II:IL�LJC��11 lL O Q z LU z cr Q tucr) ra® 'Awcgrow 'IVA LL U W w LL O z I- ® § /< VJ U ir Q 1=RP11=,I1:.11 IP7C='IT �1=1L ll�'� m - ,p LU LliC 4T MATERIAL, 3 LOCATIONS STANDARD 6.1-1864 U ci 61 m ° 9 r, .3 o1z0 L .3 O.m ro z LU z �t/ 0 � w Ir m - Uj lL O Q z LU z cr Q tucr) ra® LL U W w LL O z I- ® § /< VJ U ir Q H LU LliC Z ¢- 0 U3 a dSHEET NO. U W O � OF 9 U 077T SRI! To LOT LAF CLOSEST M AUQWr OF LOT iXE III n i AtUNA7L LOIN IM R1 IF NFL/ RACM N EDSWIO SWIEWMR GFIVTOIIW' QF MlII19CINO SIFT, BSD we BE S9 aims 5'dNRWIf SHALL LYdPE alPRDmfRTY18E _ fXIFTWS RW DE RAPS A MIFE ACP'ENflN PARBCWAIYIW ARLYM FNXM AREAS A AAN1pN LE ____ RX4'(L.2nf 01ARANTE LS ! TYPE'BSSlAFIZWD NAD( aG d ,--- ?' (Slag) CALYAIWSJT STEM:' k it r l h d( .AOEWBR M EDCF N n n I AS P£AAIR'N/GAM fNKE' CO 90 POST 1° E TYPICAL LOCAHON PLAN FOR INSTAL"71Nd BI 1I OF STREET SGV POSTS N'N 6'(i BAC( A' ZEWNK DETAIL OF HTTINGS FOR PIPE MOUNTINGS -35' Asks TRAYS h COVER 14 bans Pant Dom -A-LA, odd A,daaxd hro Ade L9' (don) tip PLAN AhaWda Aammy 1* bane' d Sole' 1 AL5S1 w'N 275' (Alm) strafes atemi aetkei Arad xf .msAo (xL q;poaite and fwiMd Y'deed . bat) a ape'. 20A to' Cie (TSR) 0,aA Nd 4ba (4m WT) see mm Ap a-, ��A:buM Sqpw An A" w Arm W denfloM I SAirad t, 'AyW WAY M howAy, H � RD `0 FA (a6 All DETAIL OF SIGN PLATE �NZIN 9LAfLSAAAEfO BY A QR79M,A7£ 10 WOW s9a' 9(25' (14,M) ALLNAWM PLAX LUT M PLATES SNAIL HA6£ LNpREfRW4G GPAOF aur RTRECIDRNEO MI5/( aEDf BA1:(p7" NN SI NR CCIPY DY 80 .WES e w Ipprmed by Ae O'Ly £ngexv FOW t WALL BE HAWYNS-HIWW6 LO, At SIA -Cf? 07 PRO? 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LO'Oib center fide mNma am' NO DETAIL A" A The 2d patten kNas ora Me mmnfide comer Ad how oro of Me AnAl dispmBbYs DRAW m ..TWR La AmTby AGO be dedgmedif for holly Mil of HS 20-44. 11. 20' x L.0' dWelnd mal 0.125'GAl STANDARD ARAM'v FRAMES AND bWom COVERS FOR K MAW MANHOLES & CLEANOUTS_ PITS CRYO SW -6 CALFORNA mr Fx°N¢e PURI, sDRNS DEPARTMENT RECORD DRAWING CERTIFICATION 6.1-1864 CITY RECORDS NO.: Z w Id` i 1 I m Nall oil p O I ¢.gym Nl� I m I am:zo I� _pial Uic�� z U) J Gul net elplln A RETAINIM WAS IF NECESSARY AT 0 RETAINING CURB IF NECESSARY AT EDGE 0.45" P L Min MB 0.97" Naw a n i y_0" EGGS OF SIDEWALK IDEWALK - p OF SIDEWALK-) STM )` W SIDEWALK Rip1 m 5 - 0. "Nin 11®0 9 " u ^Yly L`! 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If tl1aMmN loan curb iO of clypmik le too snort to PROVAFD Ai CURB Cl amP ane 4'-R' PIO m (In.I g3 me BnWn in Case d. t.9Y wk SIDEWALK 4Fe v r10Xalk may he Uwreeeea Imglfualwlly w In Cone S, yr Cyr •� r EDGEETOF m°y °° Xldered m in Cox D. rn z. Fx deretla m tla4ecMole aanilry mWaroe, ae Revised TYP TYR » .SD) Jy, B 4 9fandarl Pial RSP ALBA. SIDEWALK 3. Nam romp to 1. tad in ter of curb return, .r.Malk .L ~ cwfiguroMlpn MusF bs almllar to Ylet enaln far Genii B. Y SIDEWALK - _ SIDEWAL1t.MY IN b 0 0". but Iwe Italy 8' 0 . awn 08TaCHDIn FaNing I - SEE NATE 9 I c m (STM ", AB alta c0ndItldm aletate #Is fetolning ewb e1W aM 4M flm'ea a10c of iTa Caee 0 temp Fill W wont -.ted In reversed F. 9.0% NMA AT CURB f I S10E5 OF RAWI position. 5- [P laaahea An curve ten Allen of the r.p nee. not be pCr011el, but the minlmun TWA at ins rump a1m11 by -0'-Y". EDGE 6 SIDERAL , a- An gETAINIM 4'2' SEE DATE B 0.8N 5£E ROTE ° 6. 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Maintaining Cult dat0.Ymle pae'nIng Widal aA a olih. °Ne _ ftP'n" r Y 3 1. For owmitiOwl cv9 raow details, AM Reviend Stenlord Plan All AGFA. z" a SECTION B -B nntl A' A. Depress entire eihwalk. replirm } } SEE NOTE 'r SIDEWALK �` 0 0 RETAINING CURB GUTTER IF NECESSARY 7Ay- 2.3" xIn ANO 2.4" MOX O e O }. �D11Y FLOWER£ _ _ ----- _ _ _ _ _ CENTER TO CENTER _I_ e SPACIM Go* C(REB RAW A, y e rs9 we>{ RAISED TRUNCATED DOME PATTERN (IN-LINE] P° vlxrrALK o Y DETECTABLE WARNING SURFACE 'in OMIPo t.SS tlm } NOOT,E a SEEB1mTE S Z SECTION C -C See Note 9 s REM A FLARED h- SIDE OCCURS LIMIT OF PAY _ STATE OF CALIFBMIA PEGl'IOE 2 -0" CRGA .1 IF PROVIDED DEPARTMENT OYF TRANSPORTATION CROSSWALK IF FROVIDEO Mln OF CINt° REM. - � r CURB Wa G CURB RAMP DETAILS DFTAU a DETAIL 13 NO SCALE 9 TYPICAL TWO -RAND TYPICAL ONE -RAMP IwTE B MW ABU DATED JULY 3 2015 SINERYOES RSP ADM DATED MARC!! 21 2014 AND R9F MM DATED JULY 1.9 013 ACA STANDARD PLAN AMA DATED NAY �r, 2011 - CORNER INSTALLATION CORNER INSTALLATION RETROFIT PAY LIMITS PACE 121 d THE STANDARD FLANS BOOK DATER 2840. 16v0 All. I d.. Ant.. I and 3 EXiMing wn and eitleralk REVISED STANDARD PLAN RSP ASBA m RECORD DRAWING CERTIFICATION 6.1-1864 CITY RECORDS NO.: Z w Id` i 1 I m Nall oil p O I ¢.gym Nl� I m I am:zo I� _pial Uic�� z U) J J 1 .,I i6l nm.,[R Na. Wrt Q Cutter nal „win W 0 Rnls2o Isom L`! PASSAGEWAY EL cf)° LL W rQ R1 ).5%Nall DR TO mM z Q z z Q v cfj 0 I-- m z � s'[Itla awn It O Uj 2 LL O Z Q W SEE NOTE E Wb IF NECESSARY, CONSTRUCT RETAINING Q U (y1a. y WIIB AT EW O SIDEWALK 06 cW5 RAMP SFE NIM f W W -RD RAMP JUIY ]. 2OS wn Ys gg�y SEE NOTES v ue °°PwvAA CC U U 1 SEE NOTE y DETECTABLE IF cgQ55NdLK R WARNING sum,ACE, SEE LATE 4 Ta ALCp 1 PuxA GATEG NOTESl PROVAFD t.9Y wk SIDEWALK 1. SidemVk ramP aAd pmeeageNmy MiIXnem. "T", will l Oe S ft%,ik(man. bin z. Fx deretla m tla4ecMole aanilry mWaroe, ae Revised » ¢ B 4 9fandarl Pial RSP ALBA. paw ~ 3. Whaq en Wald McBoDeWq bn9tn '0 9raaleY Tenn d' ay.el Y - IN b 0 0". but Iwe Italy 8' 0 . awn 08TaCHDIn FaNing etY£WB alelll C[}!Ib HB TYIi Y{.tn a.M 2'-Q" wnM o4 iiv DETECTABLE HARMING www"A 1 14npM. Nerd w+'e1aM pffieegn IengM I. suircdCE, SEE NME z IF PBIV]OFD RAISED ISLAW 9r90f<r i1XM or ., w 8'-Q"•eacn deteerabre wrnlly m d elYFacH "ball PX4aM ill full WIWn IYW 3'-0' Ce yrt n. TAD mnfax a an. n 2,MICpi@ de ��� m CASE CM CURD RCMP TYPE A PASSAGEWAY ft UuAW < 4. TI.AutiMe rode MMw fa mike, gvHere ri airee'Ne And l M Vlaan Ion lip) ore trye of aWupi CM.gaP. (0 RAISED ISLAND RAISED ISLAND 4.-2" 5. utility pull Lww" menMINx lm. It. nUtility m SLOPE PASSAGEWAY SEE MIT 3 ^wi flos Hithin fro lAV-iw of 4M Ivrb raw Will ba Q ro GRAIN t.5%Xrot DETECTABLE ocaF. or aljuetatl M 11. by ilm voter prior b, DETECTABLE RARRm M En eAlloofi.. With, euFb ralN ..olt,et Tan. Cone M BARKING CUg9 goy, S $INFMI G YE R]TI 2 �{ e. 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REVISED STANDARD PLAN RSP A888 RECORD DRAWING CERTIFICATION 6.1-1864 CITY RECORDS NO.: Z w Id` i 1 I m Nall oil p O I ¢.gym Nl� I m I am:zo I� _pial Uic�� SHEET NO g OF 9 z U) J J Q W 0 L`! O EC EL cf)° LL W W z Q z z Q v cfj 0 I-- m z � U) It O Uj 2 LL O Z Q W Q U 06 W W CC U U SHEET NO g OF 9