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HomeMy WebLinkAbout1999 - Atascadero Mall, Atascadero and IMPROVEMENT PLANS FOR THE ATASCADERO MALL OVERLAY PROJECT o k t I� f t ROADOpp cn at.A , At E" 99 IT i Q SGp,O CITY P AL • SACRAMENTO SAN FRANCISCO FOUNDED pRPORA a f MONTEREY .III , ,ISI A TASCADERO • SAN LUIS OBISPO f � g LOS ANGELES , SAN DIEGO SAN VICINITY MAP a NO SCALE COUNTY OF SAN LUIS OBISPO , LOCATION M'AP NO SCALE STATE OF CALIFO NIA SYMBOLS LEGEND ABBREVIATIONS O TMH EXISTING TELEPHONE MANHOLE AB AGGREGATE BASE O SSMH EXISTING SANITARY SEWER MANHOLE AC ASPHALT CONCRETE O SDMH EXISTING STORM DRAIN MANHOLE BCR BEGIN CURB RETURN c3 DI EXISTING STORM DRAIN INLET/CATCH BASIN CL CENTERLINE GENERAL NOTES CMP CORRUGATED METAL PIPE SHEET INDEX El wM EXISTING WATER METER CONC CONCRETE ❑ MB EXISTING MAIL BOX CONST CONSTRUCT 1. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN--PLACE ALL EXISTING UTILITY SERVICES AND APPURTENANCES ❑PGE EXISTING PGE BOX (GAS, WATER, TELEPHONE, ELECTRIC, CABLE) WITHIN THE AREA OF WORK. UTILITY SERVICES SHALL REMAIN IN 1 . TITLE SHEET CPP CORRUGATED POLYETHYLENE PIPE SERVICE AT ALL TIMES DURING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE UTILITY OWNER AND THE ❑ TEL EXISTING TELEPHONE PEDESTAL OR VAULT DECOMPOSED A CUSTOMER. WATER SERVICES WHICH INTERFERE WITH THE WORK SHOWN ON THESE PLANS SHALL BE PREPARED BY; T DG DE oM osED GR KITE 2. A ASCADERO AVENUE RELOCATED BY THE CONTRACTOR. OTHER UTILITY SERVICES SHALL BE RELOCATED BY THE UTILITY OWNER. wv EXISTING WATER VALVE DI DRAIN INLET ATASCADFRO MALL O JP EXISTING JOINT POLE DWY DRIVEWAY 2. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN-PLACE ALL EXISTING FIRE HYDRANTS AND APPURTENANCES WITHIN ARDILLA AVENUE ECR END CURB RETURN THE AREA OF WORK. FIRE HYDRANTS SHALL REMAIN IN SERVICE AT ALL TIMES DURING CONSTRUCTION UNLESS OTHER- O TP EXISTING TELEPHONE POLE WISE APPROVED BY THE CITY FIRE MARSHAL. FIRE HYDRANTS WHICH INTERFERE WITH THE WORK SHOWN ON NORTH COAST ENGINEERING INC. 3. ARDILLA AVENUE EG EXISTING GRADE THESE PLANS SHALL BE RELOCATED BY THE CONTRACTOR. O PP EXISTING POWER POLE EP EDGE OF PAVEMENT 725 Creston Rd Suite 8, Paso Robles, 239-3127 TRAFFIC WAY O MP EXISTING METER POLE 3. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN PLACE ALL EXISTING FENCES AND APPURTENANCES WITHIN EXIST EXISTING THE AREA OF WORK. THE RELOCATION OF FENCES WHICH CONTAIN ANIMALS SHALL BE COORDINATED WITH THE OWNERS. 9 GV EXISTING GAS VALVE FG FINISH GRADE 4. DETAILS, CITY STANDARD DRAWINGS 4. CONSTRUCT SMOOTH TRANSITIONS AT ALL EXISTING DRIVEWAY APPROACHES AND INTERSECTIONS. E----- EXISTING GUY WIRE FL FLOWLINE 5. COMPACTION - AGGREGATE BASE SHALL BE COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 95 PERCENT. FH EXISTING FIRE HYDRANT GB GRADE BREAK THE UPPER 12" OF SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 12 INCHES AND RE-COMPACTED _w_ - - EXISTING WATER GV GAS VALVE TO A RELATIVE DENSITY OF NOT LESS THAN 95 PERCENT. IMPORTED BORROW (DECOMPOSED GRANITE) USED FOR - - - G--- - - EXISTING GAS HP HINGE POINT SHOULDER CONSTRUCTION SHALL BE COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 90 PERCENT. BID N 99-01 - - -T- - - EXISTING TELEPHONE INT INTERSECTION INV INVERT C'Q -- -7\-- — EXISTING EDGE OF PAVEMENT m LT LEFT �, - -- EXISTING SIGN -- �, NB NORTH BOUND CD x x EXISTING FENCE NTS NOT TO SCALE © OC ON CENTER .,; 9 a TREE TO BE REMOVED —— PC POINT OF CURVATURE BRADY D. CHERRY COMMUNITY SERVICES DIRECTOR DATE RIGHT-OF-WAY PROPERTY LINE PT POINT OF TANGENCY -- - PVMT PAVEMENT ? ESS/C >--�----- CONSTRUCT 2:1 SLOPE UON RSP ROCK SLOPE PROTECTIONCD �Q 16 RT RIGHT ��� SY�/ F2�, CONSTRUCT PER DETAIL 16, SHEET 14 14 R/W RIGHT OF WAYco C� co --- - — SAWCUT PAVEMENT SB SOUTH BOUND co 29743 —X—X— CONSTRUCT TREE PROTECTION FENCE STA STATION STD(S) STANDARD(S) Exp. 3/31/03 co RECONSTRUCT AC PAVEMENT TC TOP OF CURB STEVEN J. gVE R RCE 29.,43 EXP. 3/31 /03 DATE Q0 TP TOP OF PAVEMENT CITY ENGIN J U i COLD MILL PAVEMENT TYP TYPICAL q�F QFCAS,�0 � CD UON UNLESS OTHERWISE NOTED Cr °= WV WATER VALVE SHEET 1 OF 4 cry NORTH COAST ENGINEERING INC. copyright O 1999 L 8+51.96, 19.34' LT, CONFORM CONIC CURB AND 868.52 TC GUTTER TRU TIO NOTES ( LIMITS PER G 9+36.06, 31.41 SAWCUT EXIST AC LT, CONFORM -'--- 868.21 TC A(*4 PLAN 1 PAINT TRAFFIC STRIPE DETAIL 21 [ Q 1.5" AC OVERLAY r f1=;3Y;�%-i,.-�%%=3:s_ <,�%�,�;>::};i..: r:.;;,�.{�;;:t;a: ^n;..>""`,z-• '^.,.^,.-..,-.'- .._,,,,.�... .„,,,_..,.,,,., f r ,.i :{+'a' ;;,,h.r x4s9`"'::•'u.r -»_,.,..,..,,... .-.......,-,...,. ,_... ....,.,,. 'may „F�.\{2'rtc �(�'"^"^}t ..._.... .....,. w.,,,.-,..,..«. -.....,.,.. 4/ ;':y,3:jstY.;t'r+r1q<r.tr.J»•.0<< <cr';i1r:i7`:.r.:i:. .�dF.Srt sr. .,� !S ,,.....,.., -.-,...,.....m. ••..,.....-,..... .• ...�..,..,.,_ ........,,,..,-.� .-......,.._..,.. .,....-,»..,-„ F <<. rt,V u, ,4,.u,%;P::. •r.:: •';?�A'krr;')S;;? ,.'tr ,rr:�!r 2 .K,:,.:,.,,r, „4.; :}•,.;;::r ,;. ,Y:�� '•:,„ '��:.�:i.,. PAINT TRAFFIC STRIPE DETAIL 27B 2 C At gy:rr •�,F<:r.,x e,strili'-.,:t<�� ::-'t::;r'xr.:c�l's.!+;:)�i<;"c.�.<, ;,,r. � (�r`"�>� , •Sr�:'ti5.. ..C;"'•�*��'.;'- .:"�... �+4,. '::.-. :4:.. ::Sit: -..-....�<•.w ..w..�„i,..,,..w. w.,..��...,w,. i,.r r,r.,z,5r rL:r:>.. ^r.V%„car, r.�:•:':t,-'3'r:r?;:.'iaY,":;?u;cr. t`!er'rr."::,.,. --«,...,...,_ _.-,.,..,.,,. .?i:.;. .:i1'�.•; ••i'K4}'.�rtJ.,r::.: - ';`{`<r<i .:i!':.;., ,��::' '.s:{:n,' .'.:i{.�:r.,:::�:,.,,,,. w «.,,_,,..,,w.f T ,,....,�..,.-., -..--.�•,..,,,. , .,,,...<-.v.:.,,rr.,:•;::.,Fe<^r�::J:':,n,.> �:;,,Y>.<.:r:!...,,..•e,:o-w G�,,.,...,.w ® .rY_.1,..�..,....K h..,.,U,v.....%..,,%,.,...•.4�L�:;:.:`...r�'�<v>`..L..Y!%...5.,..y:u ..,'r?,...:s,y.r:.•:.�„c r>^..,<.0r,<«.:,...,r..x...,',.. .,r....,.h,.....T..,-�.r..o,....G4��.,., :>S,_,•v,+:`.<i..e�rir,>.,xi...,.E..J'k.:r,::�,u^-<<vi:",M,::_4.-�.`,,,. •.,.Jv`�'«:rl_s.�:::::.`r..l..- '<:�i..�,�v,.r:�;.:`4:;�5r.....-,.,:...�>.r,*,:��-i«a:livif:,:.f;;,T.. L�...xtd.:.,.;;!:a�::.,<'1��-._>U'J<��§:�..,h,;:•::<ux.L.,..>�. � _.._,._ .•.....,.. 3 CONST ROADSIDE SIGN WITH SALVAGED COMPONENTS R1 PANEL :.t t�r ?:.. ,.'t',:.y::, ;:•zr: -r:K'vr' zcr_ }r.; �''^ie,. O h f :'c4.r• rb.,. h"fi�i:tr :y, w%f�`i"'..nL`•�:9<y';r�Q,,%;x;:'{"f"*rr�,:`s::``y':"%.,,..;. : ,LIMIT OF AC OVERLAY F,rs.. ..[P .r-�:•:,...,ra_n<,F+,Cl:�u.h..r±r�•:, :f : v� .;. SALVAGEROADSIDE D5I DE SIGN ..,. CONFORM ; IYI.t.� 11/11�� , r:..a 'FS..4,. .:..G,,.a".o Gr.. r., .. ....frh,..�...� �.,..a..... .: L.: .�.Y•. �G: 4..,..a.u `S h. \'W!'� \i r �, A .5. I ..\.. :.\r.n iN','v'.' .j,y <rh�;•N; ,f• • .F.,.. .,,�'.. ....... .. .....::r.. ..a .r- r. �., .�h,..k.;,...�. ., ,.......,.,, r„ ,.4 ':b,>o +7v4:'��.,,5 •f .,•' yr>"c .t• •+�, T. r 1 iit': ` �'} '�r.' �%k^ i..<�i'k.F11 ;S. fir. ):-%i -�}:xY. Y. :.5.E}':>T. I .. rr • "'�,,. :,.,::{,.�.;'.•'r>..,,(.-.<:..a.r(r,rt:.`..x^...,.r/...:..��:<...,.«4•..rL r;,,;,_.ra;r....p, .-. ,t�r.�..,..%,s.c.r,.,>.',,.:..:....c r..•.5,...a,' .;ir,::.v,Lr.l.,:,.�:r«.r...r.mrs..-...�o-,.s•r:..,.cc..^,�>.n.::;.jr?%..''i..,+.:tiir%`•�:.,",r,,m%c:..,'L-r..: ,. . SCHOOL r.r. :r.:..,,,,'<.• ' �'crcr�zs-.>vr'f�-t;.:.',•''<'... 2:r '. ; INT YELLOW SCH 0 ZONE CROSS WALK J; t 'tom • ••sr •• '1 s,•r:i �r'�_��-=.:_%..4fi..�r�.>.,.;-s.rr`'..>n.v,s--.'{,.�.x}a�.....,Y,..,•r¢.....>r.u�"..rtr..z..�nr�x,..4%.d.'i�v,a•..--, t5..!4.C.r,r.�..r\r,,...,r..fr.rr,.,..e,...•UT�;.r.n,Y.:,..cr`.S-.<.cvyr'.:,rY::..,,•ar.,.r,,:..:.,r!:�..>,°.c.,t:.-..._:,.a,.....�.,S.,;.,rc{U...A,..r,r.;,...:;....curS...r...;`:.aa,,>}a�_....,.r.,r♦....,,,r..-;;....r.......,.r..ti,�x.,n„..x,r..\I.:...rr.,•,:_-_...�r�.,t»,.,:..n....,r'..3rs.;...r..b.:r,�,r..�,-,x»t,.s..r...,::.........f<r.,:...:r\'h,,�.....cq,.F.....cr..•.,<�..:u.•..y.a.3Y,:�.,,;.,,,,.:%v•ar....r{.,:t .<,<:..:f...,as,.:•....,......,,..r..r�..:�..„.,.,,,c..';:Y.:,:,:.,r,Y_..... s:.,„,.�Y.....-s.�x>.%...,.,.:.::,..!.:.-..:.,,..x.:...:,a.r",.,....:>:.,<r_.,.,,,<..,:....:...:.aF''�.,.4.:.:....,t.:,,•...:.....+:..:.<r;..<.,:.. ...:>_..-...rrr..:r.•.,...s�+,;:.,n,cr rkr :.xr.y.�...k<.�r.,.i.�.?t..lr,•v ......,v:f..ai,�Sti5ir:i�:,:..?.,•.+rv,>. ..t,s7.4r;^h,rsf[y.`.w;,.f.r,},C.ti�i.'.:x.i;,:..,•;.;r'v��ur. " :,i�s•:wrS,a }3,•':ssi.:'a�:rV,'r Y:"„:' ..$c 's.r.'.r:'r:rcy4•Y:? e. , EXIST AC PAVEMENTNT OMP '.. RMF y • AfNE sp :�z.f. 6 AB REMOVE AC ISLAND {? REMOVE DRAIN INLET AND ABANDON 12 CMP ;•1;au< ,'f3?">'rc-<' c�:.J;3' >t7T;: :..?,•,r,, C'i'�,�?"> >-:/;a,<c..,_J'a.•<s.<;)r:•":c'q�U `_�Y.•-,,;,<:r ..-r'xY. ,.%r,:x:r, t 7. r'i}'. L r.. *:::<a s,:s:s:=-r;�r�;;`.;- c;�,•:sr:•c•:s. �,:,:�:sur+.•......F�::;r i, .,�:...�,�...y,.:"•.„. ,}u.� �:'r„ �-•r.'<c<�:a`;y. 8 SHE FT ROADSIDE SIGNS 2 EA CONST ROADSIDE �':{':ai'ei..;• C\ e. .,c.. r ..:..;:.,s .3,:. >r3.."L,.,r. D RECORD CL SIGN WITH SALVAGED O COMPONENTS R11 PANEL ;�sr.` r.. ;sr:a�;+�!:' �.P'tr�rr;`Ir:)•:.::..:.:::.:. sr::,...: ......'-•-� h.,,.a:c::r`�.,�:i::x.ri..,h,."eh•.a/r._..•:L..•vSr':f:.S:.iu',�jh%::p(fl•'.?C4n-f,rn :..=:M.;c,.,::'•�:L...'r.:,:...�:.::.xt..��-.,.dL;i,i.[...r�.:.;,;:t:�r.::�.% :,.¢:..i.:::•r.M.:r.:••.',.v<,':..<�,.kvri:.'x,..:):)r:.=:;:,n:!v,:f:y3 %a,5(F'.;,4;':.:!fr:r•:i:�<'::xSv;�'=.`s*7,l'yr .:�;., ::^�viit.:�..Nr.Lrv\.k:?.,,1: 1 Q {tS CONSTRUCTION ............ CON ST ROADSIDE SIGN 3TA D fi5 MPH) PANELS PER � TYPICAL 72 A NTSA ALL CONST ROADSIDE SIGN W3 LT AND W6(15 MPH PANELS ��7L'w r.•F,, 11+00 v FH 11 CONST STORM DRAIN INLET PER CITY STD 502 AND 702 + SAWCUT wv wv 4 EXIST CONC CURB N +cz 1 CONSTRUCT ROADSIDE SIGN (R1 AND R11 PANELS) 3 LIMIT OF AC � ZQ � � 0 3 OVERLAY 1 RECONST 2 i _ - _ CONFORM PAVEMENT -_ _- m 3 (�') T � `� 45* PAINT TRAFFIC STRIPE PAINT "STOP" AND DETAIL 21 12" LIMIT LINESTA 10+15 TO STA 15+21 a 1. AGGREGATE BASE (AB) SHALL BE CLASS 2 AND SHALL AC DIKE MARKING (TYP) Q1110+52.84, 7.95' RT BE COMPACTED TO A RELATIVE DENSITY OF NOT LU © hg A? � LESS THAN 95% UNLESS OTHERWISE NOTED. to 2. THE UPPER 12" OF SUBGRADE SHALL BE SCARIFIED too ® TO A DEPTH OF NOT LESS THAN 12" AND COMPACTED EXIST CURB GUTTER 5 TO A RELATIVE COMPACTION OF NOT LESS THAN 957.. C & SIDE'W'ALK <r,s+`.,.y p� f PAINT 4" WHITE SAWCUT ;.y..- ;:icy;,,., ,✓ STRIPE (TYP) TYPICAL PARKING STALL STRIPING R/W EXIST CHAIN LINK hrc1trf^'rtz'Y'f'• ,:.,.::rr•;,.,r� � Q FENCE C NTS PROTECT EXIST FENCE RECONSTINTERSECTION9 DETAIL Q' PAVEMENT � 1"=20' � CL OVERPASS (SYMMETRICAL ABOUT) 23' 14LIMITS OF COLD MILLING PAINT TRAFFIC STRIPE, DETAIL 21 ty PER PLAN 10+00 TO 15+88 FREEWAY 10' 00EX€ST CONC ' OVERPASS 20 TAPER SEE DETAIL A CURB, GUTTER & 6 cq 286 SIDEWALK o Cz $2, EXIST GV BOX TO + k `` " ` D (TYP) BE ADJUSTED " EXIST AC r L�� �., �` 4 .. ...., ..... .... ..... ,..... .... ,...., .... ,.. , ,..., ,...., ..... _.., .,... ....,. ..,..., 4 BY OTHERS 1.5 TYP 1,. �"► j S4= .� �' 4 (TYP) (TY,) 00 ' p6�49'S' `� _ 2 ..o,.. --- ...,_ ..._..._ ...., �., ,�- ___,�_ _°�:a EXIST AC PAVEMENT SURFACE �. '�" .. , ._ ._. _ �__ _. _ �. _ _ .m_ _ _ ✓ AFTER COLD MILLING flC SCHOOL EXIST CONIC CURB ' PrARKINC � SSMH� � .�•.,�..,.,. .��..._�. .��... ,. .. ,��......._ ., .... _..��,..�M_..�,M.• �-......,�. ._�....�...� ..�-�`'r,,,� AND GUTTER � ww f "%. XH , v S,MH PAVEMENT SURFACE AFTER *q I 11 SECTION AT CONCRETE CURBS & GUTTERS COLD MILLING. DEPTH OF C14 MILLING TO MATCH THICKNESS "�i' �-�--�• NO SCALE OF OVERLAY. 12 N 30'11'14" E 592.27' mWr 6 � +oo _� ��! 11+00 12+00 � 10 � ...�..__ .�..,_...,. _,.�....._� �..�..�.,_ ..�...�.. `rt` -- -- - - ^_ _ 13 t 00 �.,` r 14+00 15+00 Vt Y•°T ✓ 4 ATASCADERO T RECORD CL ; ��- - o - xIsrAf�vGC ,��va PROFILE AT HWY 101 OVERPASS► TO Hi GH SCHOOL I ,_._ _,,_ _._ FH F METAL GUARDRAIL NO SCALE PAINT LIMIT LINE AND "STOP" PAVEMENT MARKING (TYP) oo - - - J M f �r�x .�" �✓�. -�. °X®o� COLD MILLING DETAILS ACV - Mm _ � M a.. _ __, _ _ _ �'Ap��' NTS Tw. T TT M T ;i::'-� _ s-4 A �� arm �� rrrr rain rwra aww, � raa a. o aro (TYP) PAINT TYPE 1(10) ARROW (TYP) EXISTING CURB, GUTTER, r. _..__711 � � 30+45.04 ATASCADERO AVE= 10+51.90 ATASCADERO MALL= � EXIST CONIC AND SIDEWALK 71 r 10+00.00 ATASCADERO MALL 10+00.00 NACIMIENTO AVE CURB, GUTTER ti� SIDEWALK o r M . EXISTING CURB, t�1`TER, AND SIDEWALK ✓ RECONST UPPER 18" OF DRAIN INLET. 0 20' 40' 80' ti •., T MATCH EXIST TC GRADE. INSTALL gALHAMBRA 24"x36" A-2015 s'' { °` REMOVE UPPER 18" OF NON TRAFFIC COVER AND FRAME „ , �,, PAINT TRAFFIC STRIPE, DETAIL 21 EXIST DRAIN INLET WITH LOCK SCREWS OR APPROVED SCALE: 1 =40 40 / 26+80 TO 29+70 EQUAL VARIES r EXIST " 0' TO 35' SIDEWALK 6 AB 2" AC � EXIST FENCE AC, 2" MIN CONC CURB & GUTTER, Yo0 d p o VARIES " CITY STD 418 o o O oSAWCUT 6AB B a , , „ EXIST AC " VARIES_ N 0 AC -AC DIKE ocz 1 1 " ;y4:.i!i1 ,+>• o-,.•• r.•• ti T AT 2 O.C. _. --- 1.5 OVERLAY .:..... .. .. -,: ..•._, ._._ VARIES -.�P' �� :•�.: •+' < - - _ - - - - - _ - - f ._ - .W _. .._ �. _ �. _ v. .._ �. .� _.. _ �. _.. _ _,�� +,... ,.,_,,,.., ...�.. .•�... ....�"' [[ _,_^----.---•��„• � •+: .t• ••ti• •�!� •+ •,•,•••4• ,•.•••e • •! x• •.X., r,yrv,'i:`r'<'a i;''u' «'a;Tii{,.{.vii vl ui��\l,':°I d �' � � , , I I , I / +•;• �+a�•t• +p•.t•<•P. •ry.'7..•+•:, �^ �✓� ',f/� r CURVE DATA �` 6" AB -_ EXIST CURB GUTTER REMOVE EXIST AC PAVEMENT AND DIKE NACIMIENTO AVE _ _ _j_ EXIST & SIDEWALK MOVE -- `3 '/✓' J�" BC 9+03.69 6.34' RT L - _ _ ---I RE AND BERM AC -� / ,�> ~��`"`"'�-. A EC 9+34.95 4.01' RT LDRAIN EXIST PIPE - EXIST EXIST PIPE EXIST AC R = 30' INLET ISLAND SECTION '�,✓� L = 33.05' E NTS !; o , 63•Q6'42" JUN CTID"'ETAIL c WALKWAYTCTION IleNTS r NTS /h, BC 9+37.92 1.88' RT c3i �r ✓✓ �� _�``''�'- A rA EC 9+42.54 12.29 LT fl/ CA� 1111111111R - 12.5' `� or /✓✓ T- """' L = 15.96' CD ® = 7310 02 CURVE DATA �, w ATASCADERO MALL REVISIONS `zz, BC 8+79.17 90.07'' RT NO. BY DATE DESCRIPTION CITY OF A / C NDNa Q EC 9+13.62 105.27 RT BC 10+52.90 27.95' RT � /// FO qc F C E EC 10+45.66 10.70 LT � �,, ,��„ �� ®� �, o R = 30 R 20' ND TH COAST ENGINEERINGINC. �� ,. sr ��, ' "` �/! q}-v90, L = 42.11' L = 55.42' � �,. ATASCADERO MALL OVERLAY PROJECT �' ✓ � d = 80'25'27" ® = 158'46'24" CIVIL ENGINEERING LAND SURVEYING • PROJECT DEVELOPMENT CU LO Q`? T '9� �' ATASCADERO AVENUE 29743 �xT/(, BC 9+43.10 20.00' RT BC 10+45.66 10.70' LT cc ® EC 9+95.46 28.31' LT EC 10+71.25 15.94' LT 725 Creston Rd. - Suite B * Exp. 3/31/03 ARDI L AVENUE CD R = 88' R = 78' Paso Robles, CA 93446 DATE i L = 73.34' L = 26.24' r ��" C�V \_ ® = 47°45'14" ® = 19"16'41" 1805) 239-3127 qT� CA1-��p�� DATE STEVEN J. ES R.C.E. 29743 EXP. 3/31 03 ATE GF 03 (805) 927-8651 DESIGNED BY: DRAWN BY: CHECKED . NUMBER SCALE: SHEET: GMH KSS 98-166 1" = 40' 2 of 4 CDrr NORTH COAST ENGINEERING INC. copyright Q 1999 U-) r� cn - I___ 7 CL CL 17' TO 22' 18' TO 23' 23' 145'± EXIST CHAIN LINK FENCE EXISTING CURB 1.5" AC OVERLAY EXISTING CURB EXISTING CURB 1.5" AC OVERLAY 3' GUTTER AND SIDEWALK GUTTER AND SIDEWALK GUTTER AND SIDEWALK ---_-.----`--------"IY ,1._. _.. -_- »...,....»_-^^ ,.-___..._,..._.,__..,. _ _ ..J, »f------------------- _.._..___.__..,.-....,......� 0�4-_ - _-_-_.,,_..«_-- ---_ --^--- ,,....------- »___'--____ _,._.... 4__---- _- -_-_-__»-_-_______ � ________ __ _ ____ �___.__ - - - ----__-- �EX13T AC PAVEMENT D EXIST AC PAVEMENT D 2 AC LEVELING ® „ 2 2 AC LEVELING 6 DG COURSE AS DIRECTED COURSE AS DIRECTED BY THE CITY ENGINEER BY THE CIn' ENGINEER f wm EXISTING AC PAVEMENT EXISTING AC PAVEMENT WIDTH VARIES FROM 37' TO 40' Q I f I TYPICAL SECTION TYPICAL SICTION / H CL ARDILLA AVENUE STA 10+65 TO 17+25 PAINT TRAFFIC STRIPE ATASCADERO AVENUE STA 27+75 TO STA 29+35 I � Ct, � �, � TRAFFIC WAY STA 11+29 TO STA 14+85 NTS r-- � � DETAIL 22 ° „ STA 11+08 TO 14+37 NTS 36' 26' 36' PAINT12" LIMIT PAINT TYPE VII(L) f LINE (rYP) PAINT TRAFFIC STRIPE ARROW (TYP) AC LEVELING EXISTING ISLAND p DETAIL 38A COURSE AS DIRECTED IST OVERPAS L I EXISTING CURB BY THE CITY ENGINEER 1.5" AC OVERLAY EXISTING CURB GUTTER AND SIDEWALK GUTTER AND 'SIDEWALK - - M - - .tea._,.... EXIST AC PAVEMENT ;____________________________ _ TRAFFIC WAIS � Jj)( -- - jj(t jJ/��� »--_ _-----------7 ,� - .�.""' '"°•• m... ''"'` �y�w. �y� i-T------------------- ( ! S I _ _J LawnnJ.+clrmy ax.n f - ---"'-'^-^-'--""'-- ......_.._-__-_,.»-----®_. -------------- --^'-^^`-^•__....���_� "J �- —11+OTO ---- L------ `-I.-_.__-,� –" -- __ I 15 t 00 15+2 .6277 D 2 2 D --.c M - 2 2 -144 + J= A/f PAINT TRAF IC STRIPE EXISTING AC PAVEMENT DETAIL 8PAINT TP FH cc PAINT "KEEP CLEAR" ARROW (TYP)IV(R) TPICAL SECTION m MARKINGS JJ „ V) 00 t> PAINT ONLY (D��­ATASCADERTO z E MARKING TYP `MALL STA 10+50 TO STA 15+83 ;S I / i (TYP) I 0 NTS a I � �► � w . 7.. ___ �..�... ... ._... .. ...�...._.. _ r _ __ __ �.-__ _.�___ ��.� II w Z0 I Q ? C0 I I l c I z TRAFFIC STRIPING V �1 0 1 - 20 � z � Q z II w0 LIMIT OF AC OVERLAY 1 („(� to Q Q � � II CONFORM , OD it 0 I Z LIMIT OF AC , r 7>XS Q OVERTLAY EX ST OVERPASS ® (-gyp) � CONFORM/ 2 r TRAFFIC SIGN LEGEND NOTES= 1 00 1100 1 + 13+0o M °D 14+00 � ROAD 1. STATE ROUTE 101 RAMP CLOSURES SHALL BE IN 4 WV N - - - _ ____r _ _ -- 15+00 15+2 .6277 � � ROAD CONFORMANCE WITH ALL PROVISIONS OF THE CALTRANS (TYP) M i Ui C_ � --- , WAY 48"X30" CLOSED ENCROACHMENT PERMIT AND STD PLAN T14. SIGNS AND ® 44 ' -, I Cg AHEAD SHOWN.BARRICADES REQUIRED FOR THE RAMP CLOSURE ARE NOT 2 M0 ' Tp o " " 2. INTERCHANGE THE WORD "ROAD" AND "RAMP" AS REQUIRED 4 4WX18" 48 X' ON THE SC6 AND C19 SIGNS DEPENDING UPON APPLICATION. TYP � �� EXISTING C6n.T) CIO(TYP) ' 17 32'` 3. REFER TO THE SPECIAL PROVISIONS AND THE CALTRANS + � A/d0 ENCROACHMENT PERMIT FOR NOTIFICATION REQUIREMENTS. r GUTTER RECONST TRAFFIC r END NOTICE � Av L ,� � �, SIGNAL LOOPS ROAD TM RAMP WU� PAINT TRAFFIC STRIPE LIMIT OF AC H DETECTORS (2 EA) , y � I DETOUR CLOSED DETAIL 21 OVERLAY ( ' 3o"x18" CONSTRUCTIO 7EMPORARN.Y 1 W STA 15+80 TO STA 17+53 ARDILLA CONFORM CT AHEAD m""tTHRU" ' �' `� -� STA 10+00 TO STA 10+70 TRAFFIC WAY / rATS LIMIT OF AC � �,.,,, END A (DAY)(pATEf iTM�I Im IQ. OVERLAY CONSTRUCTION 48"X48" 48"X60" ZS --e- CONFORM iii v C13 cis see r , e II LU CJLMEDA AVENUE RIDGEWAY CT ?� �` � I C7� .� C5(RT) L.L0 � 4. �� D r ® P0 C) PALMA Cid Cis �� � AVENUE �, II 8C6 -+►" o I I �" � C2 MA COA -n �� CHAIN❑ C'� �,. GV 411 ; y } ► ,goo EL � w 1 10 C7 Z I HIGHWAY 8C6 � I C C2 C5(RT) N P, CC cc - "" GV BOX TO BE ADJUSTED t C18� 8C8 p � N C.- +�"�^ +oa BY GAS COMPANY (TYP) ' C C � C w c� N LU p �A� 10 ICO SANT 11-x-00 c✓s � , fA f 5� ARDILLA P J���� w Cid C18 AS�ADE 59 MH 10 �?9 �w�./ W P > C13 AVE �v� GV Mi* 4 CStRT) P � sq DlC ILUI , T q N N q �U q Cj VENA Q Rp � a A w ATASCADER❑ �s I I o� PAINT 12" LIMIT LINE �� HIGH , PAINT TRAFFIC STRIPE „ � d P y DETAIL 21 AND STOP PAVEMENT VENAD �- MARKING TYP z SCHOOL SP 21.5 14° � (TYP) � � I 4 3 II 0 I � m PAINT TRAFFIC STRIPE � DETAIL 21 ,�� F I WAY DETOUR AND PLAN STA 10+15 TO STA 15+20 e ' � � NTS CDz I REVISIONS •C[ f 9 9 0 20 40 80 CITY CSE ATASCADERO Q�ESS/Q N0. BY DATE DESCRIPTION Nq �- EXISTING CURB, 4 �c NORTH COAST ENGINEERING INC. �. S� ���TE�R, �aNl� , �, � ATASCADERt� MALL OVERLAY PROJECT � SIDEWALK � � SCALE. 1"=40' - -Ij ••.. .� ' CIVIL ENGINEERING LAND SURVEYING PROJECT DEVELOPMENT C� co 29743 ARDILLA A cc'CC 725 Creston Rd. — Suite B * Exp. 3/31/03 *. TRAFFIC WAY I r! Paso Robles CA 93446 DATE II �,� CM\- �P •2 (805) 239--3127 '9 OF eA�,���� DATE S EVEN J. R.C.E. 29743 EXP, 3/31 03 DATE ` 1 13+47.150 MA T co C���� � (805) 927--8651 DESIGNED BY: DRAWN BY: CHECKED Y: OB NUMBER SCALE: SHEET: Cn s GMH CAC 98--166 1 - 40 3 of 4 cc n NORTH COAST ENGINEERING INC. copyright Q 1999 cn — IL REUSE EXISTING VALVE BOX AND COVER CONST CLASS A CONC COLLAR 12" No. 4 REBAR ALL SIDES SAW CUT EXIST AC I F A00 °. l 71 R p. 20 J PLAN EXTEND EXISTING RISER AS REQUIRED INSTALL SIGN PANEL(S) PER _____ REUSE EXIST FRAME AND COVEREP OR 2' MIN /4» LIP {TYP) PLAN CONST 8" CONC COLLAR FACE--OF-CURB SPLICE AND EXTEND 1 AC OVERLAY LOCATOR WIRE EXIST AC AS REQUIRED 2" STANDARD REUSE EXIST VALVE :T t € BOX AND COVER INSTALL 3" OR 6" RISER RING GALVANIZED IRON PIPE I # <.:f f`•. ; (9" MAXIMUM). REUSE EXISTING z No. 4 REBAR ALL SIDES ...•°' OR FURNISH AS REQUIRED BROKEN OR CHIPPED RISER RINGS r, ` SHALL NOT BE USED UNLESS APPROVED BY THE CITY ENGINEER I. I : CLASS B GONG wt '-sF-r-,:���j".,✓", i •1 i• �^°,•9�--,��f'�;x... I � �-c; , � � � 3 f � •"< \\�/./�i�\.i\���\/ 4,� c� ✓ f f�/ r s• 't a a'' 2' MIN F �: W �\ A has a: '� v• » as w q 1 20 X 4 STEEL PIN ,� A SECTION $» f !J"'s .r •r MIN I SAW CUT 2'X2' SQUARE WATER VALVE BOX ADJUSTMENT MANHOLE CO �R�O�AD�S�IDE SIGNDETAIL 1 NTS NTS FRAME ADJUSTME N1kmT REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS 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 3Z1 O 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3Z1 0 92 1/2" R. 12 1/2-1 NOTE: REINFORCING STEEL SHALL BE #4 BARS AT 18" O.C. 1-1 2" BATTER ' PLACED 1-1 2" CLEAR TO INSIDE OF BOX UNLESS OTHERWISE NOTED. BASIN FLOORS SHALL HAVE WOOD FLOAT FINISH 6" 1-1/2 » - EXPANSION JOINT AND A MINIMUM SLOPE OF 4:1 FROM ALL DIRECTIONS TOWARDS 1/2 FILLER T„ SAME SLOPE OUTLET PIPE.. USE CLASS "A" P.C.C. FACE ANGLE TO EXTEND 1/2" RAD:-�\ 3/4" RAD. R yy 6 HEIGHT AS GUTTER FULL WIDTH OF BOX.. CUT EXISTING ROADWAY TO PROVIDE VERTICAL EXPANSION JOINT / SURFACES AND SQUARE CORNERS. CUT EDGES t - --„ WILL BE STRAIGHT AND NEAT IN APPEARANCE. PROVIDE MIN 12" BENCH 6 •'• 3 FINAL INTO UNDISTURBED 5' MIN. 7" �'© '' '�:.' --�••' MINIMUM 2 INCHES A „ 1/4 `�" GRADE 12" ASPHALT OTHERWISE ROAD BED (BOTH SIDES) 16" PAVEMENT 3" 5" 3" 4'-6" MIN 1 • 3" MIN '" MATCH EXISTING. i? WIDTH TO � 2%_ 1/2„ x 6" '� H A A o o. o o.. a o o . o 0 0 ► ®- o o THIS POINT ° 10" gl .�: :':i :;ilj;� +=. . ' :, •:: ,,� � ANCH RS n.° 4 0�O 4 0 O ®4 0w O 4 0`O 4 0° O 4 0`O 4 0`o ;4 0+O 6» i 11 Ow O► ®._O O, O ► O•:O O ► O." O O.,► O 0, O O► O O ► O ► . �'TRUGTURE A.C. TYPE "B" --�, 95% RELATIVECOMPACTION 3" MIN BACKFILL STRUCTURE MIN. 6" CLASS 2 ♦. ,. �ACKFILC �► ;. 8" 7 3„ 24" AGGREGATE BASE 4a IN TYPE C A.C. DIKE 3 MIN MIN. 1 SEE NOTE BELOW -SELECT BACKFILL FREE 10' MAX 2% t 2-8" t CURB SCORING LINE CONCERNING TRENCH INSTALL" FROM DEBRIS AND _040* IN EASEMENTS. MAGNETIC DELETERIOUS MATERIAL. PAVEMENT WIDTH D z `': ' �����//\/��� ' %\� \�/�j�\ SECTfON A—A PLAN D A. MEASURE TO THIS POINT \ TRACER 6" 1-1/2" 18» ::;:,° :: .; .;... \,°/ i/\�/\ _ /\�// TAPE 1 2" R D. a EXPANSION JOINTS °�� 2 H COMPACTED SAND CL SHALL BE PLACED a >a » �/4 90% RELATIVE COMPACTION 3» » 3/4" RAD. » (u- AT & INTERVALS, 8'-0" OR LESS' 6�� 1 4" RADIUS 9 OR APPROVED 6 1/4 I� AT ENDS OF ALL / " 1/4" RADIUS N 3" --�'--- CURB RETURNS, AND 8 -1 TO 20 •-0 8 Z GRANULAR MATERIAL. `�. 3" EACH SIDE OF DRIVE— „ WAY DEPRESSIONS. HEIGHT TABLE ANGLE TO L2-1/2" x 2-1/2" x 1/4" 6„ 1/2 RAD. 1-3/4" THE INTERVALS 1/4 MATCH 2" `? _ • » BETWEEN EXPANSION 1/41/ '• CURB FACE » �/ 6 .® .° .• .° ,• .♦.• .°.• a w• 1/2" ! x 1$" 14 -�-- JOINTS SHALL VARY » » ••• . ••• w .%.pa +l . �• �•_•,. 1 2 � 1$ O.C. .♦ •♦ °♦ ♦ .♦•o °t. .• o♦ t°1w 5-1/2 GREASED SMOOTH ' TO ALLOW MATCHING 1. SIDEWALKS SHALL BE CLASS B CONCRETE, A MINIMUM OF 4" THICK. `• °--•'-�°=-';';' %' '•' '° `°'•�` ♦ �'. ,.. '. OF JOINTS ADJACENT �-��" 6" MIN • . -�:°w 6" MIN ° DOWEL OR ♦ ' ,. ' • • 4 EXISTING IMPROVE- 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4" IN DEPTH AND COMPACTED FACE ANGLE ANCHOR8 MAX -°- • 8 MAX REBAR W/SLEEVE ' A. STf�UCTURE/BCKFILL. ♦ ' MENTS' TO A MINIMUM OF 90% MAXIMUM DENSITY SHALL BE PLACED UNDER THE ' '°' ° '=° �'' °'•' -°• ` AT ALL EXPANSION 11 a♦•�'�:.o.•'•t:.e♦•;•1:.C♦•'•1:. :.o°•'°•1:. 0♦•'•1: :. „ •, + SIDEWALK WHEN THE SUBGRADE HAS AN R-VALUE OF LESS THAN 70. NOTE: FRAME SHALL I NOTE:GRATES TO BE BICYLCE PROOF ;>• •° •°• ;: •° °'• •° 6 BELOW FL JOINTS AND A.C. BERM IN .;•- • . - •- BE DIPPED OR '� „ PER STATE STD. PLAN D77-B RURAL AREAS '•, •, CONSTRUCTION JOINTS. TYPE A 3. 1/2" EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, DRIVEWAYS PAINTED IN DETAIL B ONLY AND AT ALL INTERVALS NOT EXCEEDING 25. COMMERCIAL QUALITY 1/2" x 18" SMOOTH, GREASED DOWELS 24" O.C. TO BE PLACED THROUGH ASPHALTUM PAINT. " CONC. CURB THE EXPANSIVE JOINTS. „ „ 3 1/2"x 1/2" DROP SLOPE 2 N0 DETAIL B '"�''� i �.3" MIN. A CITY ENCROACHMENT PERMIT AND „ „ „ „ t a INSPECTION ARE REQUIRED FOR 1) TYPE A AND C CURB TO BE CLASS B P.C.C. » \ 1"1 1/2» TRENCHING IN PUBLIC OR COLONY 2 DIKE TO BE TYPE `B' A.C. 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1--1/4 IN DEPTH AT GREATEST O.D. DIMENSION 3� STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS. INTERVALS NOT TO EXCEED 5. FOR USE WITH AT PIPE JOINTS RIGHT--OF--WAYS. 24 WIDE GRATE CURING METHOD -- 5. SIDEWALK WIDTH IN COMMERCIAL AREAS TO BE DETERMINED BY THE 2'-2" (24 - 1 -11 5/8 ) to CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO ENGINEER. 2'-O" = EXPANSION 3' MIN, c„ n » " " „ U JOINT NOTE: A MINIMUM OF 90% RELATIVE COMPACTION IS PERMITTED IN A NON-ROADWAY TRENCH THE PROVISIONS OF SECTION 90-7 OF THE STATE STANDARD SPECIFICATIONS. u L4 x3 x1/2 u d WING TRANSITION PLAN WHEN N4 STRUCTURES ARE TO BE BUILT OVER THE TRENCH. IF STRUCTURES ARE TO BE BUILT CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. OVER THE TRENCH USE RELATIVE COMPACTIONS SHOWN ON THE TRENCH SECTION ABOVE. �. NOTE: PIPES THAT ARE UNABLE TO ATTAIN 3" .MIN. • 3'- 5 3/8" CLEARANCE FROM INSIDE BOX WALLS WILL REQUIRE 0-, TYPICAL FRAME A DESIGN APPROVED BY THE CITY ENGINEER. �i DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO _ DRAWN BY: CITY OF ATASCADERO R.A.L. DRAWING NO. R.A.L. DRAWING NO. R.A.L. DRAWING NO. V.S. DRAWING NO. c� ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT DESIGNED BY: DESIGNED BY: DESIGNED BY: DESIGNED BY: S.J.S. S.J.S. S.J.S. V.S. D TE: D TE: DA DATE: BACKFILL REQUIREMENTS FOR 2 27 92 CURBS 4-1 8 2 27/92 SIDEWALKS 41 02j27/9z STORM DRAIN INLET 02 27 92 ��� FILE NAME: FILE NAME: FILE NAME: FILE NAME: WATER OR SEWER LINES 0 AT418.D WG AT419.D WG AT502.DWG �- REVISIONS - - CITY CSF ATASCADERO N0. BY DATE DESCRIPTION .� PR���ICNgI NORM" COAST ENGINEERING INC® ,. sy F �,��, ���s ATASCADERO OVERLAY PROJECT CIVIL ENGINEERING LAND SURVEYING • PROJECT DEVELOPMENT L 29743 DETAILS, CITY STANDARD DRAWINGS Lo `c — Suite i t e B * Exp. 3/31/99 725 Creston Rd. PATE CD Paso Robles, CA 93446 s� CIVIC �� - -- (805) 239--312`7 �9 �� PATE STEVEN J. SY V STE R.C.E. 29743 EXP. 3/31 9 DATE f 1CA���O rp 80r5) 927--865 DESIGNED BY: DRAWN BY: CHECKED BY: JO NUMBER SCALE: SHEET: GMH CAC 98-166 AS NOTED 4 of 4 777 C) NORTH COAST ENGINEERING INC. copyright © 1999 cn c� cn - i ] L