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HomeMy WebLinkAbout2011 - Traffic Way 1 2 3 4 5 6 7 8 9 10 � LANS FOR A A IMPRUVEMENT P GENERAL NOTES 1. SEDIMENTATION AND EROSION CONTROL MEASURES, AS APPROVED BY THE CITY ENGINEER, SHALL BE IN PLACE BETWEEN THE DATES OF OCTOBER 15TH z THROUGH APRIL 15TH AND 24 HOURS PRIOR TO FORCASTED RAIN EVENTS. O vi 2. THIS SET OF PLANS TO BE ON JOB SITE AT ALL TIMES DURING CONSTRUCTION. w TRAFFIC WAY DRAINAGE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPROVED PLANS. NO CHANGES OR REVISIONS TO THE APPROVED PLANS OR SPECIFICATIONS SHALL BE PERMITTED UNLESS SUBMITTED TO AND APPROVED BY THE CITY ENGINEER. �a�,�NEER *� i 3. CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CITY STANDARD �QS SPECIFICATIONS. u, M > IMPROVEMENTSSTANDARD GRADING NOTES & , o W G 4 B 1. PRIOR TO PLACEMENT OF FILL MATERIAL, B p� THE PREPARED AREA SHALL BE 3d, � INSPECTED AND APPROVED BY THE CITY INSPECTOR. 2. CUT AND FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL TO 1 VERTICAL UNLESS CERTIFIED STABLE BY THE SOILS ENGINEER, AND APPROVED BY THE CITY ENGINEER. a 3. UTILITY TRENCH BACKFILL WITHIN THE STREET SECTIONS SHALL CONFORM TO ' THE REQUIREMENTS OF THE CITY OF ATASCADERO. i: 4. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS 16 as F °�a �,� REQUIRED TO PREVENT HIS OPERATIONS FROM PRODUCING DUST IN AMOUNTS ; DAMAGING TO PROPERTY, CULTIVATED VEGETATION AND DOMESTIC ANIMALS, iJ c gmar OR CAUSING A NUISANCE TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY oma. o�� 9ogRa o �`e "� OF THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE Road 7` SGa�or a ,�' CAUSED BY DUST RESULTING FROM HIS OPERATIONS. DUST ABATEMENT D MEASURES SHALL BE CONTINUED UNTIL RELIEF IS GRANTED BY THE CITY REPRESENTATIVE.777777777777 c 5. ANY TEMPORARY STOCKPILES OF EARTH SHALL BE APPROVED BY THE CITY ("y 6 " '11101 ENGINEER, AND SHALL NOT OBSTRUCT DRAINAGE OR CREATE BLOWING DUST. W* Uj •a ° ��% a0 6. THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN AND INSTALL THE APPROVED DRAINAGE DEVICES FORDURING THE RAINY SEASON OF 10 Troy° `�0 q` a SOUNDED \tACORPORArEI, OCTOBER THROUGH MARCH. to LEGAL DESCRIPTION TRAFFIC WAY AND SAN JACINTO INTERSECTION ATASCADERO COUNTY OF �, e �„ r. •��, SAN LUIS cdy�` ��arez VIgAV ,�I ;iii h, OBISPO, STATE OF CALIFORNIA BASIS OF ELEVATIONS °pos P�Qc Q THE BASIS OF ELEVATIONS FOR THIS SURVEY IS AN ASSUMED DATUM OF 833.46' 6 � T2 ZO _ BASED ON A NAIL&TIN AS SHOWN. q ® OC X27 � saO Amort to V� apo°��a �aAV oll D o� Ave. Ave. `\ a q�lj� e�Ge 'q ve. Qira� ¢ C�a� fid. '��{ �v 'O•s, '�� ° Vega Z W Road e qYe � W � V ana`p In, °�� ��� UNDERGROUND SERVICE ALERT O VICINITY MAP IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO �. CONTACT"UNDERGROUND SERVICE ALERT U.S.A."TOLL FREE AT 811 FORTY-EIGHT 0. N.T.s. (48) HOURS PRIOR TO START OF CONSTRUCTION, FOR LOCATION OF POWER, 2 TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR E --- W EPERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION Uj W CU" UNT%y` U" F SANLSI OBISPU , OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES. 0 z < STATE 0` 1= W CALIF0r[w% NIA Q �- Sheet List Table Yr � � Ii1 rll� i i !� � i WIMi► i i � i i �F Ii1111Y .... Sheet Number Sheet Title -- - - - - �- ' __ LL C1.0 TITLE AND VICINITY MAP L- F B.M. F C2.0 PUBLIC IMPROVEMENTS TRAFFIC WAY cu C3.0 UNDERGROUND IMPROVEMENTS w C4.o DETAILS _ `"W-- _ F- d _ 0 PH Q.. tJ? C? ..., .... ...........,-- -- _ _ M DATE: h .� ` "�--•... ,,,, 5/21/2011 CDRAWN BY: / ��ti � �� :,:.. JAV FESS o i �� O QR VAN �' q . 3 CHECKED BY: JAV khom a w •��� tD m FILE NO.1 LOCATION: cc No.C 59920 ca / ZesigC 1 V 14 '�� k. SPECIFICATION NO. Ujco ' XXXXX - 0 EXPIRES: 12/31/2011 SHEET NO. SITE MAP 5130 SAN JACINTO AVENUE 1"=30' ATASCADERO, CA 93422 805.461.3190 FAX 805.4613190 0 JEF A.VAN DEN IKHOF ATE WWW.EIKHOFDESIGNGROUP.COM ■ O 'U ° 3 4 5 6 L7 8 9 10 TOTAL NUMBER OF sHTs: 1 2 ,.F, __. _ .k... ___ F ___ „,:, 1 2 3 4 5 6 7 7A""""""""""""”" 8 9 10 (TRAFFIC WAY) ,x«...n. j� y y N" � f � �n. 4: "` 9111: m .:..,. ,.,.,,...,.....,. ..r.>.<. .j"It" .r I a a 's4 '�`i�`d ,.4 ��\'��----� 1 11" aw. _..,,,_.... . 1111." 1111:.,, r5 a ,,� ;, ,1 r... f , __ 5fi ; ..,_.,. ," • _ t, '""n. 1111.«.-„„W,:»1111.., ...,�.�.„_.._,...._..,.. Y a+ ',„ .— ` ..' i ' ,. ,M..v-.m,"1111...,>,.<..„,, �r�� ® s a.wuls frwcan ."rry,; arw �w�wr rs�t .,; y L 11_11,..-.1111.,-r is ..�. 'ir """' .wl. 9 '"""w eu+, zk k .,�„e,4 `*"` ..>fft,T� 5?al , >1v �1, I �.O 3 ' . I »,.��.�r �,.,o.......,w,...,.J.,,, .�s� �+Ir. WI ' ..rr o,''7wr' '""'r"""ra","� /' q 1 "1111,-,,.,P '`'� '�' 1 `'� �, X „'ay 11»11:., ' ,%' """"S'"��"~ r `^,` ter. ...fit. y* ' ",, '*�'�,,” ,1111 >� .;'vap - r { - -4 a `` ,, ,p'� ate., , 5 ry4Z ,. �.' 4, .�^"., 37 t do .,_ a f „� ih Y e I __ _-, 4 X ,-.,.....,.fie'�.....,,,_.__...,.a' .,.�...,,..,w... -"' _ REFERENCE NATES --1_....1->.. �__w__ _ ,_w,,_ _11_11..---- Iz .� '— __- °_ " m .,. fit, x. ``i \ `. v `^° b .✓...-.'a”^-„ ..-_1_111.- .y 11� 'o.. t �` - _. ». 1. A A �` _-,__.___--,-__ 1 "`t -- M a "' P116 N11L sa ,.._------__-_-----' "---�?- „ �' C� ��' „ "a ti s .g ....� 6. ,. a b _..�,..-1111,._ .,_,_? ;, __..._�_"________._.,. F x-,f :F�. _._..._.,.......,..-...,�. �,' �.,.... 1111 ..__ ,,� <� :.r:a'� ,. k �... n ,s.1111-,_,_,.,._.__,...__.-1111,_ _11.1_1 -•--"1111" `°q.,, ,� V, _--__.,..._..,.__.. k ,--. 6 CONCRETE CUR D 18 GUTTER PER ATASGADERO �, __11_11 '� a s _.__,,.,.,.�_.,....,.,.._._. ,rM h ;�-•_. Q �, �"� � � _' �' `� �,^� � � �-�-,� CONSTRUCT TYPICAL BAN ',�— __11__1_1_._--"---`%_"' -•--....,_______�-_,--_11� _1.111_,__ _ , ' ,,,p N �--' -'— .,, 1111 � z;W ,J m '`' `"' 1 CITY STD.DWG.#418. "m °�� » e ° at *,h F x MM, (� }y{ `�9 _ '@ 47+00 `•' "„w.,,u,a, -` Q �$`�- t. 3 ct� ,My '0 +y c ''? fi ' ✓`v ., 4G+00 � N36 21 04'W ��` °13'00"W __,_ Ig<r — ,— -- =-�- -- .",,,.— '` U ' `' » �'° -{ �Y '. °�<, y. SAWCUT EXISTING ASPHALT AS SHOWN OR UNTIL STRUCTURALLY COMPETENT N�39 _ { �., 159.48 <v COa a y ' l ` O w — i 5 7 _.. __ - r- w71�1- v ,°4z�,� SECTION. _ 77.00 ° - �. �• y L _. - ? crj ''+ _,.. ,+k`ays_.-� -..,,e 2...`�° _ .�;,„ -'si tiM:,. 1 # (. M `, 4 /,.,, .(� x A ��t ,'-'\,3 3, •�d�'S .}}'SO2. 0 """ +/ ] INSTALL TYPICAL STORM DRAIN INLET PER CITY STD DWG 1 e ,e'�� QJ"?"` et,-.,.-,..-_.-._,...,.,_..-�.......,- ,,.v�...,. a.,:a '.•..y F r 3 +h_ .�.. '�• U �� °a �',,: -' 3 ( 1'` fit,� �_ \" � q �,"`,''.r ,-.--1.11 ,�.n„ ..-,-,..,.".._..,_..,:�.,.,...,,_..-..._r•....-1111.-1111 ;. .�'[ ('j� o 1111,--+-r,t,•�.•., ,1::: 11'11! ,,.,n.... r , , '� .,.)+ t'=, t T$, _. .._...-+1111-••.,..•e 1111 .. `-,'f^- .., r_ .`• 1111 .... :"1111^,^:-_.- A , f , , � ,e^ at •., 1 .. dt` ..rn+,.,-..fir°•- .,, eV.3.....1111., ...,....1111 ., _. :1111.. , irr' '^., 1 4 .._,.,.., w �. a u -^ 111 .. ,,,s+u- .».,,>~.,. >:-••. 1-111.,,.r".,,..,...,...,... 1111...-�<,r. .. ..�. -,w,. , .. ,,,.:. ...:: z,: X ,: w .�, . w w _. TYPICAL CITY STD. DWG.#702. t. INSTALL 18 HDPE STORM DRAIN PER C 1111. 1111 .«sK ,,, -,m 1111-,, m„ 1,_111 ,^ ,..h .., -1111 ,. r /y� qg �M .^ 1111. 1111 7:..�. ,•;,::. ., 1111 r. 1111 _ r .., .�»,.w., - ,. ._1_111.,� .. .. .. sa i '•1Y d 'i � / v7 ,. «,.. ._. .._. 1111 .., .»r-. ,._. r M,.,,...«..--,M...,, _.u•,- ., , ,,. :.,1111 r °< 4 1111... ,...... , J. ... 1111_. .-,-1.111. :.:,.. 1111.., 111-1 .....,,Y,.., �1111. 1111, �- ,1111, .,: .-".-.,-««111.1_ ,. rr�^ 1.11..-.'9,;..... ,: .. ... ., 1111. 1111, :. .. ., > '� v, m ... ., 1111, � ,. 1111,. .. �.�., .. �._, ,..�. .,�. moi- ,.. .,. 1111. ..: .. 1111„ .. ,. r •t t '� ,. : .,�, ...1111. ..,w. �-- .. .._.. ^7r.... .,. ...1111 ".:.......,,,-* .. , .. r x_.. ., .. :,., .. -1111, :.. ,@. a k 1111 1111., .",»-».>.'._ ,;,w,x;,.ro�,�*.�...., .>,: .:- ..,-„ 1111 ... .. .w. „ .,, .. 1111.. .. � �>� -.: ._ .,,1111 ..., 1111.. ...,. ..w., .-., ."'^,-,^�>„ .:. .. ,.:::. 'a>, �/ .. r, .wv.•-..... .. ,. ,. 1'`P .., k 1111.. - ,. f t r.�'»,. Ll. .. n. . 1111. + ... .. .. �. .. K. .., 1111 ,., + ` � ,1111, �7', ... , ,7 ,...... , ,, .~»v ., 1111 1111... ....1 ... ... -..,. ,, • �,.,, r Y ..-1111.-^^,'?.,,.....: -w»:,-s i :.r .r.,r fn t.:-... 5.. �.,•/ d ... 1111. :.. 111:1 ...r , _ .,., �. , ?. ...r ;,i 1111. 1111... _>'�'�'��... , .. 1:111 1111,. 1111 .,. >,. �. - , ,:.....:. ,,. 1111.. 1111. 1111,.. ,.,::.: l 7 r -........ .:. 1111. .�.: .. ..,, _,_.-_ ..,... ..,�,--.� .. 1111.. 1111..,_1111, 1111.1111, e' '•. ...: 1111. ......, ... ..,� ..,. ,�.r......-�rw.. .".1111,:: .,,, ,.-. , , r <I✓ 4J F- t _1111, _ , .. _. fir. w .. d`9 ... 1111... 1111, .•,,. ,...,.. ., 1111.. .�.. .. 1111 1111... .. /...::... ... .. .n _. , ^1111 J :.�?�x-a ... ... .. .. 1111.., ..w•• 1111... 1111 ,. , _r .1:111. . .. 1111 _. ,. _. � r M, a .. ^ ,.. ,�, ,. ,,. ... ,.. 1:111. >. r '�. ., '.. ... 1111: ,. ., -...�. , ... .,....... ..wv 1111.. .. .. .1111 1111 .::. 1111. .. 1111. ....,.... '..F F'.,r > .. .. ... / ,-, ,. .. ...... 1111 ::': A- . ..,..: -...}... -., '�� G. °'\ ... , .:w.• :_.7.. 1111 .. :::::: 1111 w„ .. 1111 .,, ,. ,.f. ...i ., 1111 / .,1111 � > ... .. „ 1111 1111,., , 1111.. ........ .. .. ,.. „ .. 1111::... � '" .,. 1111... :1111. .y+,. ..,> .' ., .,-, �.. 111+1.,. 1111 �..1111. , ... .. ..,.. .. 1111.., .,1111.. s ,.rt,a _ p r 1 .. „ Y'^'^'"` .. .. .r• :.. ...... :.:: .1111 1111... ., 1111,:. ..,.,.i, 1111 1111 3,... .:.,rx�,. '. 1 i, �. r... ... ,..� ... 11:11.. .. 1111. / .. 1111 •m ... _.. 1111....a� 1111., - .:.. _... ,,. 1111 _ ,.,. W 1111.. . 1111, 1111 �,' :. 1111, ... -... � ., .,. ..,. ...,1111.:�., i...' ........ 1111 .. .: 1111- ... :,.......,. .. � /�" V/ �4.:. 5 .. .. 1111, . f ,:,., ._. .w,».. -1111... .. .......... 1.111..,. ..1111 +ir. .. .. :::1111.,.„ ...�::'.-.: ;f :' p ::L :111:1:,.. "L ^ r "' i n--n+.!+ ', Y. Y^. ,.i. r. ..,...... - .. ,�:... ......, ...... ,111 , -;� 5. t. 1111,..,.1111 .,:,...:'. ro .:.. ���[y,'/ .:�., nru.,," ,.wK ', 1111 w ........., 1111 1111.:•. n,.. 11:'::11: ,. /y� f,, 1111'.: �:« .Y-''=„ w' 1111,,F" :,_,.: ):;,. .. � -..,4�„y,.,,yw.w,-•„'"«" ., 1111.1111,- �, ...... W V. "\, 1 _, r .„;; ........,. .:.. e 1111,•:«,- .,..+•.-1111. ', ...,,....Mme,» ,.,.,....::.. "„ ., •. ., ..$:.. °a a. ,.,>..,:+ 1111,1111. .�:: 1111. .,1:111 .: L ..'... �.. .,:1111, ,:..... „e«. ..�,..,._... � ,...,.,, 4 1111. ,. ..;.- (2'•. ,r, �� O _ w� 1111, �_ v, �. a DWG.#7Q2. _.,ww._ INSTALL 24 HDPE STORM DRAIN PER TYPICAL CITY STD G .,. r� ::; _�. 1111,, ,, t �,,, t a1 r L _:,�,:_ " C� � , .,,.,.� .-1111 ':., :....,.,�..... --__•-_""., _ +,FY l"*<.;Rr"' 8 .. ,,< ,,:... , ji O d , `b i �� <>,r-�,.. w, 0 ,.. _ 1111 ;,; „ /. �- .....�. 11� �< " _ O NEW 6 PVC PIPE, INSTALL 1111. / �� � '�. I'll ;r `�== 2 ° ""` � ' �' CONNECT EXISTING STORM DRAIN PIPET " INFER �. ._._.___-':''�`"-,< 1t '"'�„ _� �. ,. ''.,.''.,� ';t,f.,. F s .,..,^`>,...^.,- `'@ Vii, `a r` , ,r' / `r iri �1: S `2 I .v..v'u'; . ....,,w rt. �. S '' Rr ...�.. '�e'*� ..,n,_....1111,,._ : ~� -- -- ____�� �,,_,__ �, -,�,:s �y ,�,.. �., ,..,..,_.,�_ 10 pN �.,.. M ,. ,� y•,,, -- a ,. — 11-11 C4.., S �._._..__. - w � .- EX.BERM) �"'" I _ CLEANOUT AND TRAFFIC RATED COVER 0 i...; 3 -+-1111_•,_ r ", ti / �.-� �y. Q 1111.;1 „ Pfi�}TE .,,,.,.., .a .r,.M.ve ---s:., '., , £ -' '^--- .,r,,,-':: �•.✓. J� ` g 4'- y, i r. ,. `p l 1111,. a °' �, 9::s,r 'r._ _._ a 4 a 4's s d N f ,.rr- t 1111 :" ...._,,. 1111...,1:111,. F .c..hn [ S J ,'l , x. ,� t .S n.„� fl _ .�.__. �=`/' -`--`^--" w ,.,......„,»1111 I -_ �` .�.. >s �{ w 1 ”° „'� �a,�-„” N7++j� qy � � . ': ___ _.,_,_- - -�=r 7 REMOVE EXISTING DRAINAGE INLET. 0 �, r'i�, 11{11 .'m++...�, >.,, a z' MW t i �:� ;I,� M , /'�•., V 5 i -^-..'' _ °'1111 + _ t ,` 7. .,..�';'=�� �:n.,s� �� ~" M r ,n , �� �T. �x. TREE PROTECTION \/O ;�' � ff: s,� ,...� 5 7��- ,„ ,t �''� '” " � •M_,,w ,r 1111.+` ch ; U FENCING(TPF) 1 6ii: y«M " /` - „` „.' '' 2 0 PIPE COUPLING AND JOINT CONNECTION PER CALTRANS STANDARD DETAILS c!� U ,.. rya. f 4r� s.--� ,, _1111 ».q., _ �r 1� ,. 1111 �/} /�,2 � /��..,. �. ,,:�..:........ ...:..:...:..,.». 1111:,.,..>.�..., ... �,..:�.. .. rY H :,r".}? t•� -�M-•---tY �/,,�i` ,r"'"`�,,, �. 5f�.� '� � y'pA r, ,:�•..,,� a '� '+ ��4;: `?^TO'" {„�/ V1111. ,`l1111„„ .. .r> ; . >`� 8 p97.ANY ALTERNATE CONNECTIONS SHALL BE APPROVED BY , cp '� a." _ _ PARCEL 1 ' w w ® ` , t ,xe. ,1111,, a"vy. '+ y, ,v.....»µ1w.1.. n ,�...,. �` "m' -., ro ct at ,�:�- g =`- '�el`-i> _„�-. 9+ 4. DESIGN ENGINEER PRIOR TO CONSTRUCTION. OF f J/ r '.,,..,..,,,,,«, >-1111. ,.,an..... ,� , „.r� >A .. � ye” �.,'�� v �(7 }'; ,' � U ,as ..,,„.,..,. fie/ Q' 41 PM 60 ci s o Vic. B "' A,� r.' U , t F,:;r°: n`� - � `-' �=Wh” •,ate �"e � �°�`��=`"-° ,� R=1434 '---- 1 � ,�' a ,� '��' N` .n,.,,," ... .. -n,� N a. e, ': � u k""v ``� "� ter:--,w `" --.' — 1 CONSTRUCT DRIVE APPROACH PER CITY STD_DWG.#423.BASE AND GRADE AS �S c4 m %' 1111 - _1111. e ' £- �, (D w REQUIRED TO MATCH EXISTING DRIVEWAY. 16'THROAT. ® �e. � _.. TH AT. „<,A 0, ✓ <ay.;r,. "'•'-. �, >, •. 4 3 ,�. "0`1.'11 w"'." I/ "�' �' "',- " \ �- "``'aha • -"S� cr `r \ h N e,� - 'a" M F, �, . v.:. 1111., \a+ ., + ,.0 .+u,. ».. .'. g �. ' .�'�` "" �, � 11 IN INLET h » M,,,:. CONNECT NEW 6 PVC DRAIN LINE TO NEW STORM DRAIN p� r� / �y rn .,.,w._,r~,�., 1111-w..�„<a ® ,r' r:,f p 0A , ,ate- s� f/� /-"",-V ii ,ai wie � � 1111„, � a, �} ' 10,:1111. 1111.: G 0 Z '�f a.., ' *~ r' � � ",� � �__, c "s - 1\1 M . N «1111 %;,' I // /� C7 / ! �. ¢ ¢ .I �� �.,,° `w "<. W v F- h- d - �: x i; ! � `\ �,. ,,, .�, 1111,. _ 11 C�1 tl) # �.- r. �r .; •,x.,111„,M.. 0 .., v � m � � � � INSTALL 6 PVC STORM DRAIN PER TYPICAL CITY STD. DWG.#702 oG �, + �W,,.n•, ; 111" ti N �"``` d” \11:11 ,,, :, , > ,........ ,v_ "' ,. , >,`x. +d _+ LCA \ w...., u 4� 1111.>�,�yw "N ",1111: d // a,t %. ^+�:. -„w *s, "1, �y n.,..,= ws i �>~ U 1 ro > .F• 1111,, 'we^.; .,' ,,;. .. `9 11,`^11 "*.t,, ^, t ��,.. . Lo Z " // �'� „»1111 �, M, a f a r,., '^1111.,` �`""`° gym, •,.� �,r °�" � �i ,,�' F,..<^ "'w 1111,:,, '"'°�. t 'd' ¢ '_:+ ..<� 11.11, ,.- »,,,>»_,—1 „„..~r2n.:.,,..,� .•' A— .,,..�-.._,....,.. rr=—, �lr ,' is: ,/ tl� "°^' A`r`",. �. -`�:5�,w'-"'"*a ... �"" "°,x,, `..,„�..,,.,,w,,,, 1.::111,. f.4� ! /r s� 1, ,r' p ty .:.: —ti,. 1111 ;, / 5 ¢ 1111 rz .,w� 1111. ft �. W F- < ti� �,�, �r ,; .�� �� ��. 'r, .;.. �-.--—`�"' " ., t LINE TABLE (� W U) `�.,.,» �� -�,.." .., "' .,. 1111.. :J" <r" , fir:-''` ,,,�"' r ' - ,a , a11 v1, j ti- .yw. :,� A I G „<- s a M... u,,: ,. ,,. 'Ar \ A 41 7 Ep RIS IIF �,E ,..,.. , 11.1 ` , b ... � q/a.., 1 -u LINE LEN TH � L1 4 S39 52 rt ` �: ��,; `"a1 xOq j , �� � �'€, `: �t L2 10.20 N85°52'22"W n. \ - w.:, �-. / 0 „q.. r B „ h § d '�< .A,�r �S w� a 'w� a> �'�^� / _ - _. F �r ��� � "� CURVE TABLE �o� CURVE LENGTH RADIUS DELTA I� (SAN JACI NTO) TRAFFIC WAY PLAN VIEW SAN JACINTO PLAN VIEW C2 1 94 115.000 30°20'47” C3 37.80 15.00 144022'06" o 20' 40' C4 56.35 125.40 25044'52" 0 C 1 INCH= 20' o zo' 40' . 1 INCH= 20' - LL ui _, „ .",-,_-- ,_111_.1,_.... „___-_.,_",_-1 ,,...,," , „-,,. ___1111, "-," ,_u_1.111,. ._„,_�,.,,_,_ ___ _ ___ _111.1, , ...........„.,._w _"_m._._ ...,.._,_�_.M_"w. .K� ,> ,., >.. >_,w. _1111 ---".--'"'.'-----r-1 11111111111-11 1--- 0 Q . —1-11—. _x.,w.,_.v, _111_1 . _,., 1111,_."",.,_ _, _. """" ..... � _,...,o,.,»,n. _ 111_1 m, ..__ 1111._... _...,_,__,._..., 1 11_1 _._, ..., �__...;, ,__ ,_,_,_.;.»�>,........IF w.,,.»„_.,, _1111,. n _, „ : , #. 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BASE CL I co I DATE: o TYPE'A'CURB&GUTTER TYPE'A'CURB&GUTTER i 5/21/2011 r- MATCH EXISTING STRUCTURAL SECTION 3"A.C.MINIMUM/10"CLASS II BASE MINIMUM MATCH EXISTING STRUCTURAL SECTION 3"HMA MINIMUM/10"CLASS II BASE MINIMUM DRAWN BY: U *'`NORTHERLY VIEW *EASTERLY VIEW fl„¢ i ; . JAV w N �,oFESS10 :: '-- o 0' TYPICAL SAN JACINTO SECTION oe vAN ' � CHECKED BY: c�. C\iU TYPICAL TRAFFIC WAY SECTION zx, N.T.S. N.T.S. A. �-�?'� JAV V V � � I y i ry��y_. � d � 16 ' ' . k h If a -11 o 0 w m - FILE NO./LOCATION: C cc Na C 59920 T 0 ---- 0 . .. ,. r :e,"'s.'.J'9 w � 1 ��>k � ,- C I V �- �� � _;. SPECIFICATION NO. w0) .. 1 1� "I1, -j m M •E .ro u,p Q ,1 M - .w xxxxx n EXPIRES: 12/31/2011 ,",� -�� I...L" SHEET NO. 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"I Z - /il�7___ ;�,-,�np­Z� '-�Zf , "I, �i - " 11-11-11--.........­­­ 1 / / . lk , __­vV __l_l____________w____ ,� " "-" -" >_ � I lit)l-,--��"---�-�-. ,,�.-I",��-,-"- -1 - '. i "��-"�--"'��,,,C,,,,,,-,-,,,,,4� " I- . "�'l ,I 1,,��, , - __l-l_l_____ CONSTRUCT TYPICAL 6"CONCRETE CURB,AND 18"GUTTER PER ATASCADER0 " 11 ,e___________-_w__��W_ _____w------- -�,_ ________,��._V�ll-___l_-__, 0, ___ll­­111.111,__::,�, - �,_­__ liv _" l ,;�l----....--,,,O', , "I �1� .___-1 �_ -,�­\ , � I __111, � �__1111,1_­­111-�: ",�i,,�,�-,�,�,,",-,,-.�.�,�-��,,., ,_ < 115136_', "I"ll , , ""'I., 1,,,,', , , ,Z�?_ ,�_ - , __ , 111-11",_,I� li , "", 1�%_'­ , ,, ­- 141--,-- ­. j_�.,'� _- __11' "",-,1�11 11 , , il _"l- % I � ,11-sic), ______ ,� w %k �..'_,.f N -­­-, N�,'__;% -0 '�.Z_ _,_-�-w, -,,<-T" I, �l�l CITY STD. DWG.#418. \ \ -.------I 0"---. w� "" ,� , ,",­ ���, 'r� N�'. �\ , I - -.1-l"', _,_,,,�_�_ <--, 4A- � " � ,i - c . " - _w--.--"-----, 81315 ,-, __11' - e�lli'I >_ --l— ll ­__� _1­c,;,�,_'�,-­ ______ , - 48+00 � " __, , O - , , < '\ "', I / \ 47+00 .." ", -C.> ---_ ,­­� ,c I ( ,-,- I'll '. , V-1, ",­ ­', _,ll_lll' ,Z> I 48+00 - I ____;�r I--,' I ll� 46+00 'N'. Z - N36021'04"W - - ,i:4__ - , .14111-1-- P, "I"", - �_ - y , - I � 1�_ - ......." 77_� I / �', SAWCUT EXISTING ASPHALT AS SHOWN OR UNTIL STRUCTURALLY COMPETENT _L, 7��71'7177' ­', -�, � I \-", - _;7�z,� - I ,,, I,/ Q I I-, 3� j4W 1 3'00"W - I ______:� 159.48' ","ll, '_l___l, "",,_,��, 11-11 , _� "l-I p1l"', __� _�,", ,,,�,,, � -,L --', ,�,_ ,e .", I-1-1 "'I, ,� - __ � � i � I --r 25, --__, / 'y 7 8 11-1 , ,--. _",� _­­­ "- �� �t LL I >n \,".___ -,-<Alz_l----­- �. Z" lll­� ll.� SECTION. / ,�', , � __�;� �>, _-,___ �I 1�1/101,�L,_­__ 7 ., __-, ,.-,r-- I� -, '��, ��_All ,__�', - - I ,-, ____ " " �.5 __��,_=��,,�,�- ­--4,-,---.S,IS--- 1� ,_ -1,I 1� , () - �� -,- 'r � , , 1;;7�� - - `-­_� �', 6� \ . , �, I 0 , ______ - ,, - -f­�­ , - ,, -r- I I , 1�1 A.—,i I-, ____ .., �- ,-r,s-.-- ,�.,_", , I...­_ "I , '_ll_l__l____­'­ �, ----v --" - -, 2"_7----, ------ ,,-1 �__l z , , Ifle ,/ �v C, , ____,­ 1," �- ­"' _ �_ LL 4 T_­ -4 �N ,,�l �,,--- 4 `-7f ­­­ - _____/__� 3 INSTALL TYPICAL STORM DRAIN INLET PER CITY STD.DWG.#502. 0 LL i�llll �., � ti.,.I'll __ __ ll�l 11-4 --11- 12" - < "? Al'-VI-1-11 -.1- . "", , - \ I- - / __ ­I __ ,,,11%.1,�� ­­ 11 - .�_,.__ ,---- " . -----1 2"----- ss- 5 , ­-, - "I I �� / r 11 / � / ­`­­I.,;,,-Cl,� U) Li- / <.., ,,.,,.,.r. _1... -1-1-1<, __ I- _.___, ,!, I e / c(_ -- r I- ,1��­-S­­ --,-! / / �' 141 ____l / Z-S,g--===--=-_--7 -.-- __ ___ --.-- ___ __ — -1 1� -_­ I - I -.I. I �Z,�Z� /I ---.-.----- _-1--, / � �- , (141p ..� r� I _1117,_ -1_1, .11 \ :-_-_--;� 0`:-_ -,-­-- _...�� , 411 \ I 1_�" �• 4 INSTALL 18"HDPE STORM DRAIN PER TYPICAL CITY STD.DWG.#702, > - - A�--- _===-­Tr'­­�� '! _-__ --,,,.... .....­­­ - - �� . -- I.. - 11 ­_--­­ � - I I 11 � / k1 � _�ll 11,;_-," --.-," ,� / ,-/ \ z / "I " X ,___ w I , �,� 1 61f 2, ­­­ ­­-, I <�,- � - "I 1. 1 41':�7­ �__ \ e� 1-1 ��;; �1_1,�, Y, Z w < � — I. / / �-- I I:,,- - ,; )l 12F i I _�l I'll - , ,� �,r� , I I I i I I 6 m 1? �� / I 11 11 113 l- ill --- ldr, ______ I "I - - WIT-n—=_-- ___ ss'____ 11 =.Q- :mmcm:=:=:m%9=mmm:==;%= I , I I �\ , I , � - / - _._5 .� ....... ,_ w le �=;_5s,==. ­=��7_1111 ­ -1--.", -- - - / A All 1� "I � / I K I -----� 11 `11,1, - I <.,.,x, 'F ,� ----,-,-- - -.-" ­ _____,____ ­—T--_,�_­ I __�_t -1 I / V� ­� ,'I I -",r---- - ,2 _-,4 , ______� .. — --- _-, _1 �,� N 'I / \, � � , ­--­­­- � " N I I / Iry " i ,�1'11�>_­_,_ _l_­_l 5 INSTALL 24"HDPE STORM DRAIN PER TYPICAL CITY STD. DWG.#702. � ,- = =======__I - I ..I-..--"-- , !i If � I . . . ,rt ,Z�, , 17 PV1I'll I 11 I ,,-,.,,. I'i ,e .0v "/ / " ,_­­- ---'14', \��,•I -,-',,'f ,/ " -T'--- i','�D 2 11.1 __11111 ­.­,� N., . ­�� � ,� ­­� � ", � ­ - ** I - .-- - ­ - PH 6"OAK I ""'. I � If ," "ll "I", � i"2, " ____l_"ll/ — _ l:Zz_7, 4 ......_11-11" ��,, It,, � , ,/' - \ � I ) _­­­ - �, __j - /- Cr , ­ .11 -- ­__ CONNECT EXISTING STORM DRAIN PIPE TO NEW 6"PVC PIPE. INSTALL ­- , \ I ,� , 110 - , _".- ,_ __ "�_ - ­­ 1, - -------------- ---------- �_ I ! , � " _� "r-;-- -:: _�� ,4-1 - 1�_ - I ./'1", ;�,".­ , - ��,,�,�­ -1- __ __ I "­ llrl_ ,, ll� _ 1 � ll�,­`p__.­;Z_­.._ - -_ 1__l_ �,­..w W�� - I/ - -4, , I i S.- _-_�" \1� I _��_:,� , ,l ,l -- ­­ ,l 11 � �. 1� I , ­_ -_ = � � *�, . 11 11 ./I I �,,- ­ 7 ',-,. 1, I lw I ­�,, " "', I i : , ­ ,��­` � '-, ---""t ...... "(7 , - , I �111__ .� .0� -11 -I"--,-- I .i� - l\ 1, , /'�-r 0 \, , k , ,zz ,!,� - ­��--i-7"�--___ 0 CLEANOUT AND TRAFFIC RATED COVER. ( , , 1 "' 11 - 5VN ---" � ­­­_ "I " I�,,-- ___Lul _,��-1_1_14 i _,_/��,/ ,,-, ­­­. X , 7 " - 1�� ... I - - � I , / .1 , "I ', --11--_ I I f -1-11%.1 I 1.111-1111",-1 " " , --ftft. I.-, , I 'I t, �, "t i� �,_, 1�, ­,.­�, ­...­-­ ___ , ,,�I I , /� 11 ", ,", ,� I 1� 1-1 �­, t _,__ -11.-- ­­ I -.111111-11- I � � 1, 4 e,� I - - .0- , j._,., to N� 1, 2", -1 2(�,k` ,',L,m V.i "I 'I',-" 1-- . , � IV � § " e ", I �i � "' I ,,, 'ji t *',��_____ � �� I ii _l/ _ ."s, -- ___ ,�-1 4 , /, ,0 11" .0-0- '11�1RADIUS=1380' `ITIZ:I ,___­._'­ "� i .1�1/ 1�, 1�1 I'll - i ) 7v 4 � "14�1 ;,ql �, - X- ­­­,-�__� l___, REMOVE EXISTING DRAINAGE INLET. 0 X ,,,�/ I - , � ,�'� I I i _ -I,-*,- I � � � ... -, ,� 11" __,","l- ", 1­11�,� , , 11 I,, � "t ­' � , ­,", ", �. �, ",\11 ,� � � �_­ - "'--11, ,%, . I� �/ 11 ,,,",�,-z"',_­ 0 61 % I ) 11 I ", 1� I - 0 - L -4, / ,� - - _­_". ,-� ­­­­ -1-11� V.O.V.0. ,,�;-�,- i STA,9+44.55 , , I ";�, " ,� t " .1 .' � 4 I i "" 11 , co m VJ � t ,v j �', ! . I " .-, ��"'f ", _, -* .1, I ,_11 ,',,�- I/ 1-�_ (a . -<, - -___ ____l . ­ , "ll & l ,x ,�,'�,,<­ �,--l'-- ` "I,,--- Lu 0 - � 1�1_ ��` ��l �,, PIPE COUPLING AND JOINT CONNECTION PER CALTRANS STANDARD DETAILS • - ,_,�- �"-":, " / � ,X(- _f•I " '11� "-,-I.,. "I D97.ANY ALTERNATE CONNECTIONS SHALL BE APPROVED BY (A 1� L – I-A. (3611 " , / " ,�"/,�, ' L " ...L- .. --'-' I 1-- � ...... -,-"--,--�� , / ­ / _ �:S, ,,, ,�lll 16,3,6 0 il w "J - ....... PARCEL --., , / � ­.- ­ I- i � _ 12 ­_ , ll,,�,,� '___ CEL I ", %, -�- ,____ _i,1 " / ; f - ­- I I 1�/ (D - 1-1...­­ , x-r _�"- , " Z,'� 1. x " "' , � , -1-1.1- 1-1-1111 I , .- I'll.-I'l, "I-,, "' ­­-­ DESIGN ENGINEER PRIOR TO CONSTRUCTION. aw', .>, 2 OF ­­­_ 1­1­1­11�0 lll��,14. 1�1. ,_ ­__­ ,_.,-,- .1-1 r,_ , , /_ _', ", I/ �v ". I __ ') - ., � 1 11'4�� w " _-111 . F .,_�_, ,,/� �l 11 "I ,111 I ,, ...... I �, " I �1, 1,, f, ,,STA.9+64.1"��,­'21.VRT `-­", 41 PM 60 1 'A / // i ! " ' ........­­_ ;;. �� , I B � -#Q b, __� lll­___ 0 , - 11 .1, �, "" I " "I ;, .?� I/ I "I" �,, 1. 11""', 1�­_,_ - ... I ­ �, LL I , B / - -_1-1.11 -1-1.1 -1_11 ­­_ 04 �1_114 --l- - � l//_l 11 1,1 / .�l J I - I CONSTRUCT DRIVE APPROACH PER CITY STD. DWG.#423. BASE AND GRADE AS I'll", 1--_ ­­­­ ,­­­.- 1 ,� ,-,, 1._'ll 2 t'� � /,,,%-' " '-' /,"', I.." fma I 1��l , �,/ , I I 4 _.illl /� ,." t Z�, - � i I , � �__.,O_ 3 I'Z�'?, /I LOT'f` �11 1... _____ , ��> ,;,�� , , ',�'. ,�. 1111_4� 1/��%> /1,F f '1111��l V` ,: �l/ REQUIRED TO MATCH EXISTING DRIVEWAY. 16'THROAT. �_. ,_ 8 , ,, ...... /111"" /-1-11-AA ,-, -_ _......," G) �,' "' __/ . ', __ 11 I " 0 / I , -11 " -�'_ ""', �­��_ ,��,./ ",-_,.7�1, ,��....... ,�,�,I�-,� ,�,� "4.. -,...-1, ,,�__AA, / 10' / $ 4--l- ---,- -- P.: 1�1­_.....�1.yt, k", , .1 -, /4, �l �I'll.-I I IV, t �,-/ ­-, I OF »""„o-,.a I c\l lll � ._,- I _,", I " I I ,,,, _,__ Lo ,-Iq-1 , -.11",_ -, __�_� + 1111-1.11-1, 11 I ,�, , / 11, "�l .. - 1.­ll;l._l­­­ 11-11111-- -.1--, _1� I lb � 1�1_1_ //l 4 MB 14 10 CONNECT NEW 6"PVC DRAIN LINE TO NEW STORM DRAIN INLET -'r,"f_', 11 I I I/ 11 �,-�- I , . -, . /­ �; I 1-11, ___ �____ ___­ 1-1-11--, ­­­ - �* '4� .1', �_ _­­­­­ _ �_l �111 / I -11,l� /�1'11 - / """"- 0 1 ­ - a) v - '­­ / / R�* ,­ '_'/ (*70 POTHOLE WATER& ­, I / ,� . 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'11�1 / I � / �-�, W� ,�/�>-�, ,,, , ,�,� -,' - , ALL _Y '11-1 .- , / in -,, " ,,, �, ,ll Z/_�___1, �� " , " ,,<', ---_­ ..,,,"- 640, co - I / % , �, 1 --_-z_­ I y _THE ENGINEER, I 'gr , ,.- ` ­­ - / " " - . , ­-, ­­­­­­ ­­­­ _,­_,­­ _�, -I--- oe --li 1,111-11, . ,,,� 1--e ','-,,, 1-1 , Z , I/ - /11 / I -, " �0 _llz�,,"1'11_�,�� ", �; � _­__', ",-,"ll ,e '.""to "I "ll ., '11-1, '� ­..... ,, " """',%', -l. /1, 11 / '_ll___, . '. /_-1-- I 111- I - - - 0 , , "Z � W "I "I , ' ' / t"ll _ '11�1 ,-., ­ ­­_­.­_ -.-,.-. ll-", � ., I 1.11 ,� __ .......... ,/l V 11, -,. ,-111 I , I " ,, ". ,/ , ­- I ,/ ,/ ,/ v 11 I I,-, ,/ �,,,�, - �� ,,� . / ___ : k . _ (f `Vll ­�__ 1,,�,,_ , ­_ ,�4�� 1 X �, ,_ (�r ,, /�,/,-, ,- /61*, % -11. __ ,,F �:"' - I I L .:I, / 1�"I' %_..a! , I - ', , z I I ,,,, �,, -11; "I . < -1-1-1— � ­ , �i/ ,,�, ,,,,, ,,-". 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I I I w I— 0) w < J: CL w T_ 9 DATE: Fl- o C) 7/6/2011 SN 1 r- C C) 0 DRAWN BY: 9 �0 co - 1, �_ � -.00-wol-ft-ft.- JA V 0 _ 1 11105,, 1- C) FESS/ , " I wc\j lll� I "') I 9 I l I I CHECKED BY: 0 c� $_) P".VAW"y I ML L I I I� (Y- m ll:t I I 0- <�,, I* I 1,0 ..-:r� 0 : - khof JAV � U) I 11 (D 0 co . ... . '11 I ... 0 7 cp _-) � A , .r...r FILE NO./LOCATION: w j,"'. - a o�`lx .. I w I _. 0 9 No.C.59920 Q '.'.r 11 ---- I - . ... 11 I .. I * * ,.l I es,tg,nG SPECIFICATION NO. . I , I I - -, I I , I`!� 'i r xxxxx OF 14 .11 r�v%�,, I r L - "I , I I 11 I I u: * 1.I ,I I 11 rL 2 I r 0 . . r - 0 EXPIRES: 12/31/2011 : 1'� U'�P SHEET NO. -;,, 9 5130 SAN JACINTO AVENUE ,::, t- ATASCADERO, CA 93422 b 12 805.461,3190 FAX 805.461.3190 w ---, F-- 0 , . F- - IIL-- - - r WWW.EIKHOFDESIGNGROUP.COM 0 c: 0 10 I __�- 3 T 7 1 8 9 10 I -i ca CL 2 L � 4 = 5 1 6 Ll TOTAL NUMBER OF SHTS: # I I L - il I / ,''_ I 1 --�"--�,-�_-:�=�z:�:z�-_::�---.,�--,-7:��7,-,---�-- __4�7�_,_- ­ ,- --_-,-I,_7_ _____,_ ,-- I... N " �'� _> �1-1111-- ,- / ,\, , " - � I -1 ______ , r -111-1 '� �/, ,,` w 7, -,-. -7, 1 fle'll, I / i ____-___l_------------,-,,---,,--,--"-,---,---------------,--p— ----,-------,---,--,---11-1—---------------------------1--l'---,-------,-"------.--l.-lI---,-,,----.--.,-----",-------,-,,----.,.—.--"--.----------------,.--,---"---,-,,--",.----",-----,----"-,.--,,,--,-------,r--"----"-f.".------'-'----..—�.-7--?----,-�,�-----�—'---'-"—,."-.�----------�-'-'��'-�-�-"-�-'----'7"-�'�--'-------'----"-"---,-,--,�,-,�,-�-,�------ ' '�L"--�.",-,-,,-,7�,�,-,-------,-�-.,...-----------_­-,r-_--___-._r---------_________,.___.__ _____.____, _____- -- ,-,--,-,---------- W,--"-,-,-,-,,�-rl�---,-,----,--,,---,����r��--�11---^------�--�----------------------------I——­,__,_____________­------------------�---------�-----,-�-"",�,,�,------�------"--,�,---L----�-,F�,F-,7-7�-------------------------______­---------­!-7---�,­--­ -------".-,-.----�-��""� -�_,-._----__._m-�------����.-,." ,� .-,�.------ ---------..--"",, .------------...-,--------.,,---"-,-,----------.—, 1111- , I 2 3 4 5 6 7 8 9 10 REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS A DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO.26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO.26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO.26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO.26-92 3/10/92 BACKFILL AND DETAILS SB K 9/01 INSPECTION CRITERIA SB K 2/02 1/2"R. 12 1/2" NOTE: REINFORCING STEEL SHALL BE#4 BARS AT 18"O.C. PROPERTY LINE 1-1/2"BATTER PLACED 1-1/2"CLEAR TO INSIDE OF BOX UNLESS OTHERWISE Uj NOTED. BASIN FLOORS SHALL HAVE WOOD FLOAT FINISH z AND A MINIMUM SLOPE OF 4:1 FROM ALL DIRECTIONS TOWARDS 0 61, 1-1/2" 1/2" - EXPANSION JOINT ___?DRIVEWAY-L_,-' SAME SLOPE OUTLET PIPE. USE CLASS"A"P.C.C. FACE ANGLE TO EXTEND U) FILLER FULL WIDTH OF BOX.. > 1/2"RAID. 3/4"RAID. RESIDENTIAL: 12'MIN 6"CURB AS GUTTER CUT EXISTING ROADWAY TO PROVIDE VERTICAL w 20'MAX. HEIGH SURFACES AND SQUARE CORNERS. CUT SEXPANSION JOINTCOMMERCIAL: 16'MIN, 7t WILL BE STRAIGHT AND NEATNAPPEARANCEPROVIDE MIN 12* BENCH 3" 61, 1 1: FINAL INTO UNDISTURBED 36 MAX, 7 MINIMUM 2 INCHES 4EER GRADE 2* ASPHALT OTHERWISE ROAD BED (BOTH SIDES) G1 3"MIN. N 3" 5" 3" JOINT I--' --"' , 0 1/2 EXPANSION 1/4 PAVEMENT MATCH EXISTING. q A A 04 110 H WIDTH TO 46" 0,� 0- 0 0- 0 0- 0 0- 0 °_ O 0 0 0 0- 0 C, 0 0 0 0 0 0 0 0 0 0 0 o 0 0 co W ANCHORS /4 0 - /4 4 -q 101, 0 0 0 0 z 0 0 Lu Z THIS POINT 0-0 /4 0 1, 0 0 0 0 V. 0 _'0 0 m co) Lu 6" 01 x 0 Lij >< > z I I 4:1 95X RELATIVE COMPACTION \ffl ;K w r I LAPPROACHAPRON 0 B llp�l, ..1, ,. 3"MIN. (44y i�,, I\ z 4)�TURE ISTR % MIN. 6" CLASS 2 .000 SE Z > > 'BACKFM_*. 'STRU, TURE* 24 AGGREGATE BASE 3 8 , 1 11 11 11 11 �ACKFILE 7 t T I .*.- • .1 1 1 1 SEE NOTE BELOW COMPACTED SAND, APPROVED TYPE C A.C. DIKE D t 2-8" t (Cl IRB SCORING LINE NO EASE ING TRENCH INSTALL--' GRANULAR MATERIAL OR PLAN ENTS. MAGNETIC SAND SLURRY PAVEMENT WIDTH�EASURED TO THIS POINTGUTTER FLOW LINE SECTION A-A TRACER zTAPE roll Lu NOTE GUTTER ___L__ _Ie 2 H t COMPACTED SAND UJ EXPANSION JOINTS C 1/2"RA13. 1n4 90X RELATIVE COMPACTION > SHALL BE PLACED 611 OR APPROVED -0"OR LESS 1 9. PLAN 8' 31 CL AT26'INTERVALS, 3/4"RAD. 1/4"RADIUS 1/4"RADIUS GRANULAR MATERIAL. 61, 1/4" 14 AT ENDS OF ALL 8'-1 TO 20'-0" CURB RETURNS,AND Y/cz _ fi _7 EACH SIDE OF DRIVE- 2-1/2"x 2-1/2"x 1/4" ANGLE TO WAY DEPRESSIONS. HEIGHT TABLE 3" 1 2" 9 1/2 RAD. 1-3/4"' THEINTERVALS 3' VARIABLE 3' 1/4 MATCH TYP. CURB FACE 0, BETWEEN EXPANSION 1/2"0 18"O.C. ,.--12"RADIUS TOP OF CURB 1/4 6 5-1 2" 1/2"0 W1 81, '4�� 14"' JOINTS SHALL VARY TO ALLOW MATCHING GREASED SMOOTH 41—APP ROACH,APRON 6" MIN • 6m MIN 7 OF JOINTS ADJACENT DEPRESSED CURB 12"RADIUS DOWEL OR#4 1 . '. 1; .&.I . 8" • MAX 8- MAX & � , . EXISTING IMPROVE- 1"LIP GUTTER FLOW LINE FACE ANGLE ANCHOR • REBAR W/SLEEVE % MENTS. STRUCTURE BACKFILL % % 1/2"EXPANSION JOINT AT ALL EXPANSIONNOTE:FIR 6"BELOW FL 1/2"EXPANSION JOINT AME SHALL NOTEGRATES TO BE BICYLCE PROOF A.C.BERM IN C JOINTS AND .I ELEVATION BE DIPPED OR PER STATE STD.PLAN D77-B RURAL AREAS c CONSTRUCTION JOINTS. TYPE A PAINTED IN DETAIL ONLY COMMERCIAL QUALITY ASPHALTUM PAINT. 3 1/2"x DROP SLOPE 2" CONC.CURB SAME AS SIDEWALK DETAIL"B" 1/2"__4 13"MIN. A CITY ENCROACHMENT PERMIT AND w NOTE 61' 2% ---- --- INSPECTION ARE REQUIRED FOR (1)TYPE"A"AND"C"CURB TO BE CLASS'B'P-C.C. 1" LIP 1/2" J TRENCHING IN PUBLIC OR COLONY (2)DIKE TO BE TYPE'B'A.C. GREATEST O.D. DIMENSION RIGHT-OF-WAYS. (3)STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS. FOR USE WITH AT PIPE JOINTS t,C•CLASS El 24"WIDE GRATE 2t-2tt 1(24"-T-11 5/8") cr ONE YEAR INSPECTION CRITERIA FOR TRENCH: CURING METHOD- 0 EXPANSION 3'MIN, 3: CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO 6"' 2'-0" 1� 0 JOINT 1) SURFACE SHALL BE A MAXIMUM OF 1/4- ABOVE OR BELOW STRAIGHT LINE FROM EDGE OF TRENCH. THE PROVISIONS OF SECTION 90-7 OF THE STATE STANDARD SPECIFICATIONS. 44"x3"xl/2" WING TRANSITION PLAN 2) MAXIMUM 1/8- ABRUPT HIGH OR LOW POINT. CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. SLOPE BACK OF 3) MAXIMUM 1/16- CRACK AT EDGES. SIDEWALK TO GUTTER -------------------------— NOTE:PIPES THAT ARE UNABLE TO ATTAIN 3"MIN. 4) NO EXCESS RAVELING IN TRENCH ASPHALT. SECTION 3'-5 3/8" CLEARANCE FROM INSIDE BOX WALLS WILL REQUIRE TYPICAL FRAME A DESIGN APPROVED BY THE CITY ENGINEER. 5) NO ALLIGATOR CRACKING OUTSIDE TRENCH CAUSED BY TRENCH CONSTRUCTION. 0 DRAWN BY. CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. - ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. UAV ENGINEERING DEPARTMENT DRAWING NO. 713E'S�NE BY: DESIGNED BY: DESIGNED BY: DESIGNED BY: S.J.S. S.J.S. SBK S.J.S. VIL DRIVEWAY APPROACH DATE: DATE: DNE: 418 * 0111 42%D 02/27/92 STORM DRAIN INLET 502 02Z26L02 TRENCH REPAIR REQUIREMENTS 702 2 27Z92 CURBS 12 27/92 WITH CONCRETE CURB & GUTTER FILE NAME: FILE NAME: FILE NAME: FILE NAME:. D AT423.DWG AT502.DWG AT702c.DW D AT418.DWG Z W 2 W 0 CL E E ui z ui < 0 0� Q C) LL U. F F < 6i LL ^,00 cu w N -iw ca 0 w CL to 9 DATE: 5/21/2011 C) DRAWN BY: JAV W w fESSI 0 VAN CHECKED BY: 5. JAV kho 7 FILE NO. LOCATION: w No.C 69920 w ZG lip, ll'', cjvj\, SPECIFICATION NO. rn w All _j al xxxxx c ,u r) EXPIRES: 12/31/2011 ro u.,p SHEET NO. 5130 SAN JACINTO AVENUE ATASCADERO, CA 93422 w 17 ZZ 7—w 805.461.3190 FAX 805.461.3190 JEFF AN DEN EIKHOF 6FATE WWW.EIKHOFDESIGNGROUP.COM ■ 010 ca i _T2 4 5 6 7 8 9 10 TOTAL NUMBER OF SHTS: # 1 T ------------- ---------------- ------ --------------- ...... ----------------- ------ ---------------------------- f 1 2 3 4 5 6 1 7 8 9 1 10 r A IMP �RO`VRNEHM& = �ENT PLANS FOR A GENERAL NOTES 1. SEDIMENTATION AND EROSION CONTROL MEASURES, AS APPROVED BY THE CITY ENGINEER, SHALL BE IN PLACE BETWEEN THE DATES OF OCTOBER 15TH THROUGH APRIL 15TH AND 24 HOURS PRIOR TO FORCASTED RAIN EVENTS. o co 1A 2. THIS SET OF PLANS TO BE ON JOB SITE AT ALL TIMES DURING CONSTRUCTION. TRAFFIC vVAY DRAINAGE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPROVED PLANS. NO CHANGES OR REVISIONS TO THE APPROVED PLANS OR SPECIFICATIONS SHALL BE PERMITTED UNLESS SUBMITTED TO AND APPROVED BY THE CITY ENGINEER. C'INES, *6 N 3. CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CITY STANDARD SPECIFICATIONS. "• M STANDARD GRADING NOTES 01 ae o o B 1. PRIOR TO PLACEMENT OF FILL MATERIAL, THE PREPARED AREA SHALL BE g O� zIMPROVEMENTS INSPECTED AND APPROVED BY THE CITY INSPECTOR. 2. CUT AND FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL TO 1 VERTICAL UNLESS CERTIFIED STABLE BY THE SOILS ENGINEER,AND APPROVED BY THE CITY ENGINEER. 3. UTILITY TRENCH BACKFILL WITHIN THE STREET SECTIONS SHALL CONFORM TO v THE REQUIREMENTS OF THE CITY OF ATASCADERO. r 4. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS �� as � FS °°a y�, � REQUIRED TO PREVENT HIS OPERATIQNS FROM PRODUCING DUST IN AMOUNTS • e�, ,: _ . „ . DAMAGING TO PROPERTY, CULTIVATED VEGETATION AND DOMESTIC ANIMALS, �, w■^ �, gmar q�eha e e 5o�dad ' - OR CAUSING A NUISANCE TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY ` �4nRy q�eco0 OF THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE ' CAUSED BY DUST RESULTING FROM HIS OPERATIONS. DUST ABATEMENT R�aa E�\° p - MEASURES SHALL BE CONTINUED UNTIL RELIEF IS GRANTED BY THE CITY REPRESENTATIVE. C Q- o' fie. C O\0�' 17= 5. ANY TEMPORARY STOCKPILES OF EARTH SHALL BE APPROVED BY THE CITY ENGINEER, AND SHALL NOT OBSTRUCT DRAINAGE OR CREATE BLOWING DUST. r'i•• %o 6. THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN AND INSTALL THE APPROVED DRAINAGE DEVICES FOR WORK DURING THE RAINY SEASON OF OT ve. �� e OCTOBER THROUGH MARCH. rroyo SOUNDED � �f �NCORPORq 7~�d o _ �m LEGAL DESCRIPTION bos C P C9 ra� �. 7� TRAFFIC WAY AND SAN JACINTO INTERSECTION ATASCADERO, COUNTY OF SAN LUIS OBISPO, STATE OF CALIFORNIA U) (D V/'ytl ' ' � It anti \'°m Nm Ave. �I�I SII p ea BASIS OF ELEVATIONS CID q. THE BASIS OF ELEVATIONS FOR THIS SURVEY IS AN ASSUMED DATUM OF 833,46' rs c a ot. ea\ 74 � BASED ON A NAIL&TIN AS SHOWN. C� IF M �o ® � Oj eshO � N Q` p �� °� �. w U� mpt�° amm • D O� Ave. e�` m --. rco'o� �� �a Mar uta Ave. cl, qGe 0 ) v r� �o �1aap, W garpa O v C� y°s. o Vega o T W S Raad q�'e Vanda ro AV a W � Avon4a Lo. UNDERGROUND SERVICE ALERT O VICINITY MAP IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO �. N.T.S. CONTACT UNDERGROUND SERVICE ALERT U.S.A. TOLL FREE AT 811 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION, FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR E ---. T EA PERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION W W Y T N LUIS ISPOBO , V OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES. (I� Q U) Z T TATE OF CALIFORNIA Q Sheet List Table _ .......... Sheet Number Sheet Title .� H C1.0 TITLE AND VICINITY MAPLL "" w F TRAFFIC WAY B.M. F C2.0 PUBLIC IMPROVEMENTS � C3.0 UNDERGROUND IMPROVEMENTS NF_— cu C4.0 DETAILS _ Q PH LL (n -- -...., 5/21/2011 DRAWN BY: JAV w ® QRp�FESS/ O , ,�Q VAN p � CHECKED BY: .T ;of CL C\1 ® V�� / �� F��' a JAV o N t'9 rn FILE NO./LOCATION: X77 n� No.C 59920 ui �s y � `,,-s4g © G /V1 s Z / / �'9 C t. ��P r�< �, � � �. �'.���ut�eSPECIFICATION NO. co OFI' { CAI. xxxxx 2r u.,.p c- ..12/31/2011 3 EXPIRES: SHEET NO. SITE MAP 5130 SAN JACINTO AVENUE 1"=30' e1714 14 ATASCADERO, CA 93422 r / 805.461.3190 FAX 805.461.3190 F"- JEFFRE N DEN EI OF DATE V1/WW.EIKHOFDESIGNGROUP.COM ■ JO U d � 1 2 3 4 5 6 1 7 $ 9 10 1 TOTAL NUMBER OF SHTS: 4 _.-.m ---- _ 4 . -------- ,, _ �.R��, �.�...�na __ _. m.,�.� ��. ._m�� __.___ .��� __ .__ _..._..�. .. _ 1 2 3 4 5 6 7 8 9 10 (TRAFFIC WAY) g. 1111 1111 ,, R, �� .[ u.y. C„,, n _1111 F N ^1a 1111 ` ; . . 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I 1-11-1111111 �,_I �,,, ,,,,, -- , �,�'111` \ % ), N, " ­__�/11'1111" , ,l---:"_ , 7:i--,_,,-,�-, "'as.",-, I ,,� �<� __ 'iz, �'111. 11- "'i , _� � ! ---11, "_,�­,", ""',-,", '�`- �l ,�.-, �:, CITY STD, DWG,#418. vv'__ ,----,- `_1-111,; , , , " < __ W---I-- ,--), �--,vv------- - , ,__� � ­____ -,,ir­0 � ,_,-'E,_ - C3 oe;l -, -,,- (Z� "","., 3t '�__ �j ------___:�-,-,5��,-,,-�, ��'11�1"", \ _, F­l� \ 47+00 ­___. ��_­'r�,,111�11` - 48+00 � - 48+oo i ......"I ,w-----_-_-,��___ O < 11% ,,,, N4 -'---- I - f_�'_ �"____llr / / " '1-1' 11 s 46+00 1�1 (1N36021'04"W i I I__'_ — _'I!, .. - 7.1 _,,�, 1`1 . �� Al: �l - - - r_ - �,_ ---c ,V,.;, "',, __11__�, ---,--� "I , , 11 lll� I =-1 ;� ---7— — I 11 I ,_1 1-111111 7�1 " " �--'_"/ ,4 "�__,'_ ", 1, ?V' _,__� 0 .­­" I --1 ,,- J�' � -,L / � llll�', kl�", tb9.1310011W - I ---�_ _2N.." T 'I'll" 159.48' 7 8 ".." e,_" "I-" ""I, ,­,_. ­ el, , �� "I' -), SAWCUT EXISTING ASPHALT AS SHOWN OR UNTIL STRUCTURALLY COMPETENT I \ , . � ) "'l- , � �, - _41 , \ , SECTION. , " . ­­­ ,�', - " ", ,; -,� -",--. I..-,.,(, , �', �" _,__,+_�'�� LL 11 0 ,;"I , I , I">I,-slll;,e(,_,llll,::� , ____­,­-------+;",�,', " - "�,� � /77.00' If I " i :,:-�,",­ ah-�`qr- --­-­­, 11, , _,__,J ;,- " I— ,�, . '_ ------— - ___ ;�;� ,,�, , , __ " , 6 ,, - -......_ " I I , �� '--,, _-S - � -, -1 If -­1;'2f! _ ,3 --s ", - _1.1-11P;p�1 -0- " .- 4 . f�lrllllll I'll 7 �1, "'! ,,, I �� It __­/ _,_____ - ,9 z ,I __­ I 11, ­/ ,_'­-_`�� I. " I 0 4�1 I ---- 1.4L -1 / 5 ------ .t _­ 1--1 I � ,v - . I I - -1 ­ ___ � Ir-1 .4- e . __ - -101 )____ _ )l "I U) � -_-__­­­,', / LL j , ,-'--" ­­_ ­­­ -'Z ____ - __ _`_­ I/ / or_ _l__Z__­___ ,_.­__ Z, , - / I 1� _____11 -.",­­___ �)' . � _, _,' -l" < , __',__-_ � ___ e-"I /, I— ­-_ ­_­ , __��� 3 INSTALL TYPICAL STORM DRAIN INLET PER CITY STD.DWG.#502. 0 - __ - I LL ei'Z� _­_ - ­­­­-------_­ ____ 7+ -_ - ,-, " 4 ____b,s I----------- 'I 2" 1---l-l­;,4s____ 1_� ___ -, _­/ 11-1-1-- -.I-- 1,>�, , ,-- , �, __ 7 71-117 ll� � -,fz,z = ------------Izl ­ ----. — 5 , �1 .... .. " .1"';�­­ ____ ,,�.,_ ­ 1�1 -s _�_____ �, � _V��� ­ ­- --_'­;4i�, � / ,4tj , " ,�, ,�, ...... - " I- I i j / -,/ I LLj "�Z�Z,, _` , ,-,, - 'ell, �441 � F- _­ , \, 1. 11 i 92" - / , / __ __�,=_­­-Z -11--, ___ I __"�' / \ I / El- 4 INSTALL 18"HDPE STORM DRAIN PER TYPICAL CITY STD.DWG.#702 1 - ,��=::�� 11--le f � ) < , . bl � I I .- , ��,' -, _. � --I- . e "'; `­Ni - 1 3" �l ­­ I',— - ,­, __ ,-.---,Z � ------- i gm- F - - I-- I 1-1 , ., I :7 - - _.. \ 05' -,, "_ .,.--- a� mrm _ N�l �Q 11 " -111, '1111' '1� .lm=� — - --::- - -:z::::-:-- =F=MZC� r) ====mmm�4e,=== , _.�,.., - I I— Zfl - Z I , -�, \ I � 'T 1� 1,r_4 -= --- --,� qT----=-:,- --,:::- t p 5 — 955mS.0 I l / P , ,� "Ill , . — cl� / ss.:- - -, 4--__ ­: —I- -3 ===—===-a,._ ­-.1 x_____4 . __ - ____ 11, .--- - I `­-,� � � T11 �', -­­­_­_" . . ,I If V.- ,f ,�� , -:"!-__-l 5 INSTALL 24"HDPE STORM DRAIN PER TYPICAL CITY STD.DWG.#702, �___7 " ; ­ =m===_== I "' - 111, i �� \ � � / ry/ , I/ _ F- 2 55�� � I . / - -, . /�,, j _­,­ -, / _- 1� "I__---­,__­___ I I / / Vv/ 1. . 11 '. / 0, \/ / , l__--1 � I� 1 lk A_ / Lll­f ,__, ' _­___ I _S I 11 1� I.", I " I `P 1, ,,,,,,� , 4U \ -, 11 , 'le '� I I'll 4�11 . ­_­­­� ----,-,--, I �1. 11 c - I I ,�-,,r / 1/' \ - 1; ,�, Y "I, 1� a, , - � `�,r __-11- ,__­)� 1 ,�;" -, I" , .- _______7__-------- e "_ ----,,--, ­_-, "� I I _. i Ftl k 6"OA,�K ', � t , e / . 1_1� � _Y " �l 11 _..­`­- �j� ',_ __ ,�, o,,�'.__ � I I'll— - __._ I z -1 - (.1 , -� '-,,,,,, I - 11 �l'e, -1 - T� ,,,,� - . I 0%." - I i� - �l ,--�= --- EER ",� �� - , % I-"I... " '­­��,,�� �7 CLEANOUT AND TRAFFIC RATED COVER. P * ��­_t�lfll=.�:_1_1= �,,, % , / �,,,, ", CONNECT EXISTING STORM DRAIN PIPE TO NEW 6"PVC PIPE. INSTALL , 11 -_�- � .` , , ,'.­�_�---- I- I ,ol < ---p-, � _........ ,----- z � � I \ "I ... ""I _;;�',_ .:�, Z ­ , , g, I—- \\ 1��i t �... ;;�-_��,�,�,--- -,, 1�1 � / I � ....... - "" I "Ill - , I _.-�`-�- ­­ ) �l " .., �6_ _� - _?_ "-, ,��,� _____ _ , - ,,,,.,,.m .".." d I l /� _:=, , � _ ,,7 __" -1 , I ..._ . ,- ---- ..Wm - lkl_l >�I_l , , , ' ' ,",,-r 0 1 - I-,e,�,,- -, ) __ ., I— (D .117 # �', . , � _1,,�,V /_fl� I,_ `----r- 311-1 (110 ,�� , ,'� / 11 , 71 ,�', ,� I �,- `�l".... "'^,,,-_ "" ­ N. N -a_ ­­­_ I'll., �l .­­­ --1111- �� 1 1,164 * 11 �l i " � ­­­*,__ '� If _�, - 7 � ."', , '. I , k".9 , �tsl "" --I ...- - .", ­­­­ ,�� I `i. ,,,��,,­,, T 4 14, ( " ,;,,� ..Al Y' ,s'-� ,� ,F , " I ­._ -, "I _­ - - ­_ N 0*) , t ,­_ � -t ,� 1, q ,e , � , 11 P -11 ., 11-1 ,��7 I 1 C14 �_-";nz�­�,,I____ ,--,.- _ 2(,�`�z,':,'!" �, s ,,� -1- ,�� -",,, '�,__ RADIUS=1380' ,,, 1-1.- "I'l-1-11 - � � IPA N"" 1, 11, 1�1 ,�� I ''_ \ ji" 1 d"-,�` - -��,�� ll� �1_ ,6/ 4 �� REMOVE EXISTING DRAINAGE INLET. - � , ,, � IA l 11 fl I v�, -,, , - . to __ , t i , ( \ t I i I _i_�l I 1�'11�1 .1 _,�_. v 'i_,_, \ ��.' __­ , 0 0 - � 1, ,,S�, ,, i i / ­5�1' _. ,, 11 ­­­-, _�L_1:" -- . 11 1� - - � Z'111� 1, _r� " --11- ,_� --­ 4406- M T .-- ,�!l V.O.V.0. I r , ��,, I 1, A ,,,,r `I,", . ; t �, I J I I 11 /,- I'— / '­ � � , ,)-" �-.,�,-,-,-,��--.,,-� __ 1_�, �­Qc, (a . -e ;,; �, � 7 , , A !' - ­ It , i STA.9+44.55--- ' L� 1-_ 7 1 � "I __ , ,,..�/ ,,,,,,, -/, f "_ . m '____� _ (3611 1� *1 "' ,� __ :r""- ----,-, ,f - �< I �"_1114. 'i . //" _­ ,;I'."- .__­ I 11 /` ,, � _ .- I PIPE COUPLING AND JOINT CONNECTION PER CALTRANS STANDARD DETAILS L6 � ��,� ��'', ,,,/ � I ��, - ___-, -1-1111", ____ ­­­ --l-l- -1-11-- ­­_­­ ­_ I , � ;, 11"", a (a I �". �11 � �� 7 10 1�_,, u (,,� I& _"_ , P �1, � - .1--l-l- 1_� D97.ANY ALTERNATE CONNECTIONS SHALL BE APPROVED BY - - �XR&i�) ­_,_ Ilk / /"""� ,� . r;,;,;;-�­-- � I I '': k .1. 1:4- V, eat 0, %.I %j � - ,,�!_ ­­-, _, ­. _, .. _ , , " �'/� � ­­ --""-- 1,�\, �,'�l `,,,,,� 0. ­­­ =;=-- ,�, , 0 � ,A�, , 5;1 �.�______1_17/ - / 'll-,_1- �-;/, ­­'�,> ­­­­­ Mr- - ­­­... . ", 1_ll OF 1-11-1-11 ­­_­ tb . N,;�� DESIGN ENGINEER PRIOR TO CONSTRUCTION. .... 11,11 r...... / I / �. , _1-10 -1_ �.........� l/ �l ­ -1. I ll_�', I _ I , ­-, I ._­I 1 I __,__,_ 0 B 4, ,I I . -`-l_._, I I , !; ,,, , " . ,t, , � .. .1, r- ,�,,, I , - � . / i - `,,,,.._,f , - 5� ; '21.I'RT �­ 41 PM 60 '­_,._ i/l, /;, � `1 � / ,,'.� 11 " "/, ...... I/ / , / v ,,,�", !" , �STA.9+54.13' �__l " I �!, _11"., ­_,��.... c\l 11-. , ,� �, - �,� ��, Kl� " %".,-? !!/^�,,, � -,,,, �. I I 1� ", , .11 - ,� - .11 i B / , , -, / -I---- __ 1--.1- -I---- ­­ C I , �"_, " , / * --.1 ­­_­_­ 1_111l-._ , �', I.,I CONSTRUCT DRIVE APPROACH PER CITY STD. DWG.#423. BASE AND GRADE AS 1_ ""I"i'i-/' V/., - - / ­11,�_� , &I I " ,/�,z,,,,,, " A ""ll, , ­ , , I '�,,� - ��01. _1 I .". ltlll;,� , J REQUIRED TO MATCH EXISTING DRIVEWAY. 16'THROAT. ---- - _____ ,""�'_ � � , 11 ,�_I, " , � , I� / -1-11 - � """ ­_,_ 60 ­,_,,� '1�lzl � "�, � 11 \', ,A "" �./,, 3 V*? ,� " __"I" - 1_1...,,_ LOT'f7 �1. 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"�ll I �,l " ­­,"', /' "', V�� �l `11.1 //�""" I'll , 11 SEWER MAIN PRIORTO CONSTRUCTION. - I ­,_ '.1 '.. / ,,, -, �/ " / ,. a) ,� `,�__ I<-- ­­__ ", ,�� I '1�1`�l , INSTALL 6"PVC STORM DRAIN PER TYPICAL CITY STD. DWG.#702 I'--,. _�,_ W 11 �,� ,,� / ,., '-� , /,Vr. " I'F�CON RA 0 4 . 41 11 / I., �/',�,' .. , t�, 11 5_;�,'-1 CONFLICTS ARISE,CONT CTOR, 11 "'I'l­­ '�_�_ / 11. "I, � l.,/l , "I I N 1�_11_1 40TIF 5� ­/' . 'llrll + *l__ ,,,� 1--,,-,,, 84o (y) I ,,,,� �11,1'�t ,�,,�,,l ,...,_,�� _­­ ll�/ I of / '4 " SHALL ,�,Y L0 , _ �1` , � 11 11 /I , - , 001-_­ , / � ­'­­ --11-- /�� 11 _THE ENGINEER. -I--, - " ,,, 11 r. ® � I 11 ,,l .�-`_," `__ I "IT . ',�,�, 11 11 - I , 0 " �, , . , I , ,,--,-. . `-,"<-l'_­ll._­ _-_-l ll__l , 1, . ; ./ ,, ti I'-- ,�, ---, , /_ � /��' ,�� I'll, �l , , , ,//l ll,�,,,, - -;, Z 11 - �_11,111' �,,� I , , I.'' � � - ) / .. 84, ,/"` 1; -_ r7l" 1-11-11 e-19-11 I'll I "__-�� '( ,'/ l'-11_ / l , , " -11 , , . . 1 I 114 / . 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DATE: I- 0 0 7/6/2011 1 rl- C) I C) 0) DRAWN BY: S'J � , 0 . JAV 0 1 ­ � w " - FESS10 1, . 11 ­:.�,�,,� , : - ­) I , 11 Ir & "I I I I I. 10.1 00 VAN I -,-,,., � __', ��1 CHECKED BY: w C6 t�_- : 11 - . � r) <_C. k,I . � ,I- 19 '�! w- �111 I — 0 0 1 . I k h,-of JAV ,,... .. c 0 1 -� . 7 A I .11, - I w 8 j m - rr I 1) FILE NO./LOCATION: -, �' � ­ . . -, 0 No.C 59920 m , " -9 - I . ,S_lr ---- - W 0) , . '.- . i * * . I e g, nG 11 ., . n 10 ,, .1 < G .. ;ii , - I � nl r I SPECIFICATION NO. Z 0 Clvi\- -,-,�': ­ " ­ 't ". .L I .. I ,r m I r- z__ , .. .,� ,� _,� I . ��,'�� "�_l - 1. I I _j OF .4 I�l I .�,�..,127,ffivl . xxxxx ­ �I �,g ', 1 . , I Z � , r . rrrr .11. I Zr' 11 , I ro u.jp U: ,T 11, _ 0 133I , t� I m - © ' . EXPIRES: 12/31/2011 ��­: I ­", SHEET NO. " , I C) 9 . 5130 SAN JACINTO AVENUE CD 2 r_ r_ I 0'r 001p, ATASCADERO, CA 93422 b T W �- - Z��/ 805.461.3190 FAX 805.461.3190 �- 6 - I-DEN - �- 'c: JEFFR *V," E EIKHOF t/\. DATE VVM.EIKHOFDESIGNGROUP.COM 0 0 Z5 J co a- -j 1 7— 2 - 1 3 1 4 � 5 Ll 6 1 7 1 8 1 1 9 1 . 10 I TOTAL NUMBER OF SHTS: # I I I I I , , '� ,;,� , " , " � , 0 *0, �, , 'c", , -"/ " , � " I �' / 777 ,�� sl I" I t, ,,, _­­___� I'll, ;:�14 :7 ___ `_ — I ___ *__'�`,��_ � -111-1 •- _1-1 -1_11--_ _­­­ /` I" //I --J- 4-1,r'—' ___ _4_,5o____ 1� Is / 11 ­ 1-1 --.-,-" .-. - 7mp"-- ,r.,--.,--------I ,,,-------- lT---,p,--,--------.-----------,-,---,--------------------------,,,--,----,----.-",-,",.---------------- ---------,--------___ r,---,"-,----,--,---..,,.,- -----.,.-----�--,---,--,.��.-",�----------___...._________,___-------------------_.____,__________,.,_,-------�-,----,�-"--------.,-"�""",,-,------.---___,._.:,,.m,.,------------------__-----__...._________________.......---"----,-,.� ,�-,�-,-- ��-----�---�--,, ,-, �-�-�,�--,-,.,---,,-,--,--Ff"-,-�-,---,-"-,--,---..--,----,----�,-�...�...______,7__,____------�-------�,-.��-.r"r,� -�.-�,�,7�..�-�� ��� ,..�_-_____-- ,---�--- ---�-------,-, �-,-�'-�'� ���, -- ,-� ---,�-- ,f,",,T ��.�-�-,� --, 7���-��--- , ---� -----T-. . ----- ­_,___­_­...-__--r-_----------1,,..---------,.----------.,--,---,.-...--,.-----.---,-.,----.-,-1-------,—.--,--l-".-.---.---, -- 7��---- II I 11 I 1 2 3 T� 4 5 6 7 8 9 10 A REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS 711 REVISIONS APPROVALS A DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO.26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO.26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO.26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO.26-92 3/10/92 BACKFILL AND DETAILS SB K 9/01 1 INSPECTION CRITERIA SB K 2/02 1/2"R. 12 1/2" NOTE: REINFORCING STEEL SHALL BE#4 BARS AT 18"O.C. PROPERTY LINE 1-1/2"BATTER PLACED 1-1/2"CLEAR TO INSIDE OF BOX UNLESS OTHERWISE NOTED. BASIN FLOORS SHALL HAVE WOOD FLOAT FINISH z EXPANSION JOINT AND A MINIMUM SLOPE OF 4-1 FROM ALL DIRECTIONS TOWARDS 0 OUTLET PIPE.. USE CLASS"A"P.C.C. FACE ANGLE TO EXTEND 1-1/2" 1/2" FILLER __2DRIVEWAY-L_--' T_ SAME SLOPE FULL WIDTH OF BOX.. 1/2"RAID HEIGH EXPANSION JOINT 20'MAX. SURFACES AND SQUARE CORNERS. CUT EDGES COMMERCIAL: 16'MIN. WILL BE STRAIGHT AND NEAT IN APPEARANCE. PROVIDE MIN 12* BENCH 2-1 t 3" FINAL INTO UNDISTURBED 36'MAX, 7" 1 is GRADE 12'" MINIMUM 2 INCHES ROAD BED (BOTH SIDES) AEER IK PAVEMENT 3" 1 5" 3" JOINT 1 3"MIN. __)i N Df Di 1/2" EXPANSION ASPHALT OTHERWISE MATCH EXISTING. 16" WIDTH TO A A 04 H 'wv 1/2"0 46" ov\ 0- o o 0- 0 0- o 0- 0 0- 0 o 0- o 01, 0 0 O- 0 0- Z THIS POINT 0 0 0 0 0 0 0 0 0 0 > o - 0 ♦ 101, w 0) ANCHORS L /4 4aO 00 /40-0 f4 - /4 21 E5 z 0-v 4.4 o 0-'0 0-' -Ao I- 0_`o 0 0 0 0-0. 0 0 0 o o o Lu 6" m cn 2'11-3/8" > 0 > z c- 4,1 LAPPROACHAP 0 0 95X RELATIVE COMPACTION B B C.TYPE"B". YMIN. ISTRk)�,TURE % z 1 call MIN. 6" CLASS 2 'BACKFM_*. '�,TRUQTURE* 3" 24" AGGREGATE BASE IACKFIL t SEE NOTE BELOW COMPACTED SAND, APPROVED SE 10 �j O TYPE C A.C. DIKE t 2-8" t (CURB SCORING LINE CONCERNING TRENCH INSTALL GRANULAR MATERIAL OR PLAN IN EASEMENTS. MAGNETIC SAND SLURRY PAVEMENT WIDTH�EASURED TO THIS POINT GUTTER FLOW LINE SECTION A-A TRACER z GUTTER TAPE cm 6" Lu NOTE W EXPANSION JOINTS H t COMPACTED SAND LL 1/2"RAD. > 1/4 V 9OX RELATIVE COMPACTION < SHALL BE PLACED PLAN 8'-0"OR LESS 611 OR APPROVED 3" AT26INTERVALS, r3 3/4"RAID. 811 1/4"RADIUS GRANULAR MATERIAL. 1/4" 14 AT ENDS OF ALL -olf 1/4"RADIUS 7 0 6" 8'-l"TO 20 3" CURB RETURNS,AND 3" EACH SIDE OF DRIVE­ WAY DEPRESSIONS. HEIGHT TABLE ANGLE TO 2" ,.s-L2-112"x 2-1/2"x 1/4" 9 1-� 1 3" 1/2"RAD.. 3' VARIABLE 3' MATCH 1-3/4" THE 1/ - ..................... BETWEEN EXPANSION 1-1���TYP, CURB FACE 1/2"0 18"O.C. 1/4 TOP OF CURB JOINTS SHALL VARY 5-1/2" 14" 12"RADIUS 1/2"0x/1$" .............. GREASED SMOOTH TO ALLOW MATCHING 4—APPROACH APRON DEPRESSED CURB 6" MIN 6w MIN OF JOINTS ADJACENT 12"RADIUS DOWEL OR#4 EXISTING IMPROVE- T'LIP ------------------ FACE ANGLE ANCHOR 80 MAX 80 MAX GUTTER FLOW LINE REBAR W/SLEEVE MENTS. .-KFILL '*"11/2"EXPANSION JOINT 1/2"EXPANSION JOINT Zo ST�`UCTURE A�, AT ALL EXPANSION � .�' 1 1. . . NOTE:FRAME SHALL NOTEGRATES TO BE BICYLCE PROOF A.C.BERM IN 6"BELOW FL C JOINTS AND ELEVATION BE DIPPED OR PER STATE STD.PLAN D77-B RURAL AREAS c CONSTRUCTION JOINTS, TYPE A PAINTED IN DETAIL"B" ONLY COMMERCIAL QUALITY ASPHALTUM PAINT. DROP SLOPE 2" NOTE CONC.CURB SAME AS SIDEWALK DETAIL"B" 3 1/2'1 x 1/2"­4 13"MIN. A CITY ENCROACHMENT PERMIT AND LL 6" 2% INSPECTION ARE REQUIRED FOR "C"CURB TO BE CLASS'B'P.C.C. (1)TYPE"A"AND' 1/2" J 1" LIP TRENCHING I PUBLIC COLONY (2)DIKE TO BE TYPE'B'A.C. GREATEST O.D. DIMENSION RIGHT-OF-WAYS. FOR USE WITH AT PIPE JOINTS (3)STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS. 24"WIDE GRATE < CURING METHOD 2'-2" 1(24"-T-11 5/8") 0 ONE YEAR INSPECTION CRITERIA FOR TRENCH: CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO 6" Z-O" 0 r JOINTEXPANSION 3-MIN. 1) SURFACE SHALL BE A MAXIMUM OF 1/4- ABOVE OR BELOW STRAIGHT LINE FROM EDGE OF TRENCH. 0 THE PROVISIONS OF SECTION 90-7 OF THE STATE STANDARD SPECIFICATIONS. Z4"x3"x1/2" z 2) MAXIMUM 1/8- ABRUPT HIGH OR LOW POINT. CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. SLOPE BACK OF I < WING TRANSITION PLAN 3) MAXIMUM 1/16" CRACK AT EDGES. NOTE:PIPES THAT ARE UNABLE TO ATTAIN 3"MIN. SECTION SIDEWALK TO GUTTER 3'-5 3/8" CLEARANCE FROM INSIDE BOX WALLS WILL REQUIRE 4) NO EXCESS RAVELING IN TRENCH ASPHALT. I TYPICAL FRAME A DESIGN APPROVED BY THE CITY ENGINEER. 5) NO ALLIGATOR CRACKING OUTSIDE TRENCH CAUSED BY TRENCH CONSTRUCTION. 0 < DRAWN BY: CITY OF ATASCADERO DRAWN ISY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. JAV ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY: -DESIGNED BY: DESIGNED BY. DESIGNED BY. S.J.S. S.J.S. S.J.S. SBK < DRIVEWAY APPROACH 423 DA : 02 DATE- N7*/92 CURBS 2 2792 02 27/92 STORM DRAIN INLET 5_ _ 02/2*6/02 TRENCH REPAIR REQUIREMENTS 7 02 FILE NAME: FILE WITH CONCRETE CURB & GUTTER FILE NAME: FILE NAME: D D AT418.DWG AT42 DWG ---AT502.DWG AT702o.DWG U) Z LLJ ui 0 CL 2i E E Lu U) 0 z < LL0 U. U. F F < di w N0 cri LU 0 CL Fn O DATE: S�j 5/21/2011 I- C) o04 DRAWN BY: JAV LU wFESSIO -7) Ogg. 19 - t 0- kho_f 06 VAN A CHECKED BY: JAV 0 w FILE NO. LOCATION: 0 No.C 69920 CD • 4astgInG GC SPECIFICATION NO. w VIV XR, xxxxx LL rou,wp EXPIRES: 12/31/2011 SHEET NO. 5130 SAN JACINTO AVENUE CD ATASCADERO, CA 93422 805.461.3190 FAX 805.461.3190 w -.400.1 0a JEFFIR&I'�jg5IRK115EN E10TO-F OATE WWW.EIKHOFDESIGNGROUP.COM ■ 2 3 4 1 5 6 7 8 9 101 TOTAL NUMBER OF SHTS: -----------------