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HomeMy WebLinkAbout2010 - Santa Rosa Road 4 r raX", r x 2, m AEL BILr r LEGEND - r p `4 REMOVE & REPLACE (DEPTH VARIES PER PLAN) %a ° 0 -1a ROAD STABALIZATION D f / l,i \C,� /� �1� h �` � REMOVE & REPLACE 6-1/'2" AC O Y r> CONSTRUCT 4 WIDE PEDESTRIAN PATHWAY I PCC WORK O REMOVE & REPLACE 6 AC & CONSTRUCT AC SWALE MILL do REPLACE 2-41/2 AC (ALTERNATE NO. 1) I ,�`G�� �� - � MILL & REPLACE 2-1/2" AC (BASE BID) p°RTOLA AVENU �--�' �" �� REMOVE EX. AC DIKE & CONSTRUCT F, i I Lq ., r .r �; r t ; ^ � < ��, NEW TYPE A AC DIKE0 NAME r �` a rrr rrHiHiFrir riHiyii SEAL COAT CLEAN EX. AC DIKE & SE SACRA E NTC, �` `�i�j� �QPROJECT _ ®iiiiiirsi►. INSTALL SHOULDER BACKING i l CAP EX. MOUNTABLE AC DIKE -210'SAN FRANCISCO SHOULDER GRADED 4 MIN. FOR PEDESTRIAN PATHWAY & CLEAR BRUSH r t ,!� L 0 I•�'•••••`• REMOVE & REPLACE EX. AC DIKE MONTEREY 40 p SA `' '°A J. .� ■ ® r ® CLEAR ALL BRUSH WITHIN 3' OF PAVEMENT OL ROSA REGRADE & REPLANT EXISTING 3:1 SLOPE o �0 ® I I I I I ■ INSTALL TYPE A OR F AC DIKE 1 1 MANHOLE (TELEPHONE VAULT) ATASCADERO A LUIS OBISPO n { O <. ,44 3: J. . ► MANHOLE o LOS ANGELES a a � '/ �p�� O GAS VALVE S r q� WATER VALVE pv SIGN .4 4 SAN DIEGO REMOVE TREE ROOTS N » INSTALL ROOT BARRIER N LOCATION MAP VICINI'TYMAP NTS MAR 2 4 2010 { (� NTS c� Y o STRIPING LEGEND P�& 2� • ALL WORK I N CSR WH I CSI AFFECTS CALTRANS R I GHT OF QUAY I S SHEET LIST TA ' L z� CALTRANS STRIPING DETAIL �. SHEET N 0 . SHEET TITLE TYPE.X CALTRANS ARROW TYPE "X" (THERMOPLASTIC) SUBJECT TO THE TERM QF ENCROACHMENT PERM I T 0509 - NMC - 06 1 0 - -v-� - r 1 TITHE WHITE CROSSWALK AND ANY R I DFRS OF Til I SPERM I T 2 HWY 41 TO SANTA ROSA BRIDGE �-- ALT 1 � WHITE LIMIT LINE (THERMOPLASTIC) 3 HWY 41 TO SANTA ROSA BRIDGE - ALT 1 . .-, BICYCLE LEGEND APPROVEDLO , N CALTRANS NOTES 4 SANTA ROSA BRIDGE TO HWY 101 - BASE BID ��gQR�FES/p,�9 CITY OF ATASCADERO 0 1. CONTRACTOR TO PROVIDE TRAFFIC/STAGING PLANS TO CALTRANS FOR REVIEW. NO WORK SHALL PROCEED WITHIN CALTRANS RIGHT--OF-WAY PRIOR TO RECEIVING WRITTEN 5 SANTA ROSH BRIDGE TO HWY 101 _ BASE BID �, RUSSELL S APPROVAL FROM CALTRANS. � � SANTA ROSA ROAD - I�.NLARGEMENTS A & B THOMPSON N U) 2. THE CONTRACTOR IS RESPONSIBLE FOR APPLYING FOR A CALTRANS E�.0ROACH MENT PERMIT CALLED A DOUBLE PERMIT AT LEAST 45 DAYS BEFORE WORK IS ANTICIPATED TO � 0 BEGIN. SEE CALTRANS ENCROACHMENT PERMIT 0509-NMC-0610 FOIA'. DOUBLE PERMIT APPLICATION REQUIREMENTS AND GENERAL ENCROACHMENT PERMIT REQUIREMENTS. L_1 LAYOUT PLAN NO C43069 `" 0 3. THE CONTRACTOR SHALL PLACE THE ASPHALT LEVELING COURSE, AND ASPHALT SURFACE COURSE IN ONE DAY. SHOULD CONSTRUCTION PHASING NOT ALLOW THIS, THEN � EXP.3,31-10 � `�r 2,q- � 0 THE CONTRACTOR SHALL APPLY PAINT BINDER (TACK COAT) IN ONE APPLICATION TO ALL VERTICAL AND ASPHALT AREAS AT A RATE OF 0.02 TO 0.1 GALLONS PER SQUARE C_1 INTERSECTION PAVING PLAN `P�q�, clvl ��, RUSSELL S. THOMPSO DATE YARD. - 4. THE CONTRACTOR SHALL PLACE "ROUGH ROAD" SIGNS AT THE ON/OFF RAMPS AND CONNECTING LOCAL ROAD APPROACHES. PD--1 PAVEMENT DELINEATION PLAN ���CAI.'t�4�a DIRECTOR OF PUBLIC WORKS vvi 5. THE CONTRACTOR SHALL PLACE ASPHALT MATERIALS BLADED UP (4:1, H:V, TAPERED) AT THE EDGES OF THE PLANED AREAS OPEN TO THE TRAVELING PUBLIC, AT THE END RCE 43069, EXP. 3-31--10 OF THE DAY. Q 6. ALL STRIPING WITH CALTRANS RIGHT--OF--WAY SHALL BE REPLACED V.'::TH THERMOPLASTIC TO MATCH THE EXISTING CONDITIONS. Ess SANTA ROSA ROAD RESURFACING PROJECT deR4VANp�q� PROJECT ENGINEER:JEFF VAN DEN EIKHOF • � Pavement Engineering Inc. DID No. 2oo9-�a ~ Civil Engineers * Materials Testing SCALE: AS SHOWN APPROVED BY: DRAWN BY: NIT CONSTRUCTION NOTES. • . . --�— ° 1. STRIPING NOT SHOWN ON PLANS. CONTRACTOR IS RESPONSIBLE FOR REPLACING ALL STRIPING WITHIN LIMITS OF WORK. STRIPING IS TO MATCH EXISTING UNLESS OTHERWISE SHOWN ON PLAN OR DIRECTED BY THE CITY. No. c 59920 LICENSE:C59920 EXP.. 12--31--1 1 Specializing rn Pavement Rehabilitation DATE: FEB. 2009 REVISED: 2. UNDERGROUND SERVICE ALERT (U.S.A.) SHALL BE NOTIFIED PRIOR TO ANY EXCAVATION ON THIS PROJECT, A REFERENCE NUMBER FROM U.S.A. SHALL BE PROVIDED TO PEI BEFORE SCHEDULING OF ANY UNDERGROUND .s,. /V,\, PLAN STATUS: Petaluma Office (707) 769-5330 SANTA ROSA R 0 A D 4 EXCAVATION WILL BE ACCEPTED. 9�pF I.�FRedding Office (530)224-4535 HIGHWAY 41 TO FRONT STREET 3. ALL NEW SIDEWALKS SHALL BE COMPLIANT W/CURRENT ADA REQUIREMENTS. CA FINAL PLANS 9 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS TO COMPLETE WORK. ,r� San Luis Obispo Office (805) 7812265 DRAWING NUMBER CY 5. FOR DIGOUT AREAS OR AREAS TO BE REMOVED & REPLACED, THE CONTRACTOR SHALL ONLY REMOVE WHAT CAN BE REPLACED DURING THE SAME WORK DAY. O R C O N ST R u C T I O N CITY O F RTAS C A D E R O 090052 r. K QF„ � NG R 0 E C 2009 / 2010 SANTA ROSA R 0 D SURF AmC . P i T BID NO 2009 009 7 1 % 1 11) *0, 1 AV Aw FEDERAL PROJECT No ESPL 5423ko2- 7 ) 6. THE CONTRACTOR SHALL PLACE AC OR ARHM SURFACE COURSE SUCH THAT NO LONGITUDINAL JOINTS ARE LEFT OPEN OVERNIGHT. 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REMOVE & REPLACE 4" AC I s/.► /,�►x�siLIJ I 2 .. � . ; , . ,., . .r!/arsd�► ®®®.�!®®®®.rs®®rs®®.r°.v�•/r® _ (-6'X30') Sx Ld ArAFWAIIV 3� w A-r I I , !! / / 1 ! / ' C a s y P < / r , /d i , 1 4 , 9 Y ® a i \ ( r REMOVE & REPLACE 4" AC ( / / i%riir!/®®i®sa,►/® s®/lras/®/i►/®/! l�►ii;.r�►�►�►,i/.v® ` ® (-4'X$') / I / s//mss,./ W 7v \ , REMOVE & REPLACE W/TYPE E IREMOVE & REPLACE 4" AC MILL & REPLACE 2--1/2" AC ---� ®� AC DIKE 06'X20') r i (TYP.) _ NOTE: < EXISTING DRAINAGE COURSES SHALL \ , r NOT BE MODIFIED 1 1 � "" SANTA RO " s RD r ( ALTERNATE NO . 1 =� O ROAD STABILIZATION ' ("6'X376') Lj > 0 2 �M�N�M�N��1Nf i CLEAR BRUSH WITHIN 4 OF PAVEMENT INSTALL SHOULDER BACKING 1�\ INSTALL SHOULDER BACKING (TYP.)Lij (TYP.) REMOVE & REPLACE 4 AC MILL & REPLACE 2-1/2$0 AC ,,� / � 6'X46' (TYP.) i �� �--�•. ( 1 ( ) rr WO iM�H�N�N /d®//1/d!!-!®®///,.gid®dd/I/®/./I/s/i/ ////•r"!,I/!!// ./`// /// J///!//I//11 .�.x= '; •.x. W' ",' /.►,I'!////,I// /d//®1'<I►' . y • - , rr- A;. r �:< < ' iHtH a> Ld REPLACE 4 AC M REMOVE & H 6 �r X 13 0') , a r A i®s CLEAN EX. AC DIKE & SEAL COAT i 1 I I ///.r�r/®®®sp!®/!®.vs®®®s�/!®®//®�//�►/.r/�.is/®s/i,ii►.� ,�s'.rwi%r % �'%r \ (TYP.) ' I ( I ( ' I t //®!®s%,r►/.r/'.I'!.I►i®./',/.t1►!/®/./►I./►a./�•i1.�.�sr//.rs/,�►i/11.r®�"'A' t I ( ( I 1 REMOVE & REPLACE 4„ AC 3 (6'X126') ` ., S A N T A' ��RweSA R D ( ALTERNATE NO d i 6'-10$1 PER PLANS 3” AC ° as • . ° +• n' < . W ° a - .•• ' ""�; w i a f e^ CJ f N - TENSAR 3"±1/2 CLSM UX-1600 H.S. GEOTEXTILE t SECTION A—A EX. STRUCTURE, MILL & REPLACE AREA CONCRETE OR PAVEMENT 2--1/2" AC 000000000000000000000000 (1/2 TYPE A, PG64-10) 2-1/2 0000000000000000000000000 Q 00 0000000000000000000 0 ALIGN GEOTEXTILE z COMPACT SUBGRADE M SAWCUT EX. PAVEMENT & TRANSVERSLY TO a TACK COAT ALL VERT. EDGES ROADWAY TO 95% R.C. g }. U 4 ; o;y : C' 0�(D r,S C1h,e to MILL & REPLACE 2 - 1 2 AC SANTA ROSA ROAD STABILIZATION 0) NTS NTS ' vE 0 U c� <t Q 0 cr c Q o��ss/ PROJECT ENGINEER: SANTA ROSA RESURFACING PROJECT �, a P T JEFF VAN DEN EIKHOF N "q�F Pavement Engineering Inc. BID NO. 2009-009 FQ. a `" • Civil Engineers -* Materials Testing SCALE: AS SHOWN APPROVED 8Y: DRAWN BY: NIT LICENSE:C5992b EXP.: 12-31-1 1 � Q V, � 5 eca"►alizin in Pavement Rehabilitation< No. C x9920 p � DATE: FEB. 2409 REVISED; GRAPHIC SCALE 00 0 30 60 * PLAN STATUS: Petaluma Office (707) 769-5330 SANTA ROSA ROAD OL- e Fo� Redding Office (530)224-4535 HIGHWAY r41 TO FRONT STREET SCALE. 1 INCH = 30 FEET OF CA�t z FINAL PLANS San Luis Obispo Office (805) 781-2265 DRAWING NUMBER FOR CONSTRUCTION CITY OF ATASCADERO 090052 x0- XM2pfs nR .„..> .-...__ .. _.-_...._.,.-_.-._.,-.-,-,-,.---._,,.._._.,-"_.,-.,m_...,.. __._...,,,,.,._..,...,... ,gammaaw.gram.,:.,a,.,w.««,.-..,„... ._...._,..,"..__.."__. .-.-...... ,~,.,=•.a:. :, ..-tea r.., r. ..,....»,._:--,_._._. «,..."n..,.,,;..,v„>.~m,.--,.,a .. .,...-,--.._e...._..,.,,.,.._.._....., ,-. ,.. ,..- V— LL- MERCHANT WAY �j LLJI BRUSH WITHIN 4' OF PAVEMENT ROAD STABJ ` INSTALL SHOULDER BACKING LIZATION CLEAR REMOVE EX. AC DIKE 8t CONSTRUCT (^'6'X376') NEW TYPE A AC DIKE � ��.� (TYP.) ' Laj Li w_ Arw Ar .r z 1 .s.rrAr AFa , , ,: w .. ,.. cam`'• , Ld r x f k y Y z, 5 s r ;} A {M A S `h � r n t N 1 § N! d s� h P Fr+ T Hr r _ 4 V• l 4 N! . • t H �r HF x S'. N H ITJ Nl N1 f-- N N `5 r , : ,w Lai AL COAT, ..._. 1 EX. AC DIKE & SE �""} � CLEAN � 1r 'r , / REPLACE 2---1�2" AC ,� / YP, MILL & R / \—REMOVEAC DIKE & CONSTRUCT / JTYPE AC DIKE --- f —(TYP.) NEW , Ld 1 '� A R 0 '0') R D SA ALTERNATE JL- REPLACE 4." AC a 0 NoENLARGEMENT A REMOVE & p► ■ ■ . A . . ti X 16 REMOVE & REPLACE 6--1 f 2" AC rr (/(. + � d► ., 0@) x 4" p( ✓s r , Lij REMOVE & REPLACE 15 > ' �' : CONSTRUCT WIDENED �r21 ) SHOULDER (TYP) SEE V"} DETAIL F REMOVE & REPLACE C At (+/+� /F��✓Fr t✓,�F�r f 43�_t%„Fa 1 � � � K'=`C�('r�` J' f 3r Fi r� �� �;a F� V .,✓ "'"„" ...�..�- {'' w.� �; REMOVE EXISTING A <. ,✓ .•-.' CE r� �.��` REM q" AC / ''',.' 2, `'"- �►► REMOVE AND REPLACE a4� , .a' , LACE AS DIKE AND CONSTRUCT REMOVE & REP �► �� G MANHOLE COLLAR rf. � TYPE A AC DIKE �6 X20 ) / ,.� ��'�•-,,. EXISTING ; ' ; `, NEW -- ( ' ra TO NEW CITY STANDARD ✓`�,,%�l,y' � r— d /! > '.+.'+� L d y'y !,( N Ir,r Ff`Y "f' ' } %Yr 1�ry�� \ ,� \� � �.5{�r/�/.R . // �` , ' :✓ Fri 1'kb% "-....F,�,�'.il.r�+ �Pr4''�" r<��� .{tp� / +�`�... ;f m .� .,., ""'+..i'�d� �l !e :`7° ✓. .#` 't��; *�r ,,, \r ?r>, 'Sh" .,a,,.,a.+-^i"'"r J!; r ^ .,/��Ja .�„ '. "-.-., �,/'�` i-.fir`! r�.7.�r.�.y'#x'.% •1^• ,J•� .'l• '1v I ..';. `\ \l /� •� INSTALL SHOULDER BACKING h'NATE '",,�,r, . '``--- -. —_ •rr .r►.rrr►r vri►s r t f r ,:\ '\;f ` I (TY P. 0.) i �.•,•,,,__., --._.. _„ .:; 9'as r � ' REPLACE 2-1/2" --1/2 ' AC ..~ 1 D ` 'i�•,r,,a,,,�,,,,,�►►%,r.•,,r-_ , ' ' �►�►'°► ►'��► +� \ s� MILL & R' (TY P.) .+'*rrrr - �►,e► ►.rr 'ar�'• 1 REMOVE & REPLACE 4 AC E P LAC E 2--1 f 249 AC `� rar r r. ►. .ter ,�rr�.r .�r►Baa► ' ►' 'rrr•+ ,�',r�,'r�►''•�r,�rin t �1I r x i � MILL & R TYP,} (�18 x31 ) INSTALL w11--1 (>'BIKE SYMBOL' ) I / "SHARE THE ROAD") SIGNS & W16�-1 RD -'� ANTA ROSA 0 . � r, I C RN N - /ALTEA - E( BASE 1 BID ) __-- 5' '_1 C}' 3" AC Y GRADE NATIVE AT 6 2:1 SLOPE MAX. 2% MAX. N PER PLANS RL` 4 NEW AG DIKE COMPACTED BASE COMPACT SUgGRADE 4 TO 951 R.C. DETAIL DSHOULDERW� �E� � NTS ` s AREA ---- t RUCTURE, MILL & REPLACE ca as EX. ST TENSAR CONCRETE OR GI.SM UX-1600 H.S. PAVEMENT 2-1/20t --1/2„ AC 0 3'> 1/2" GEOTEXTILE 1 J2" TYPE A, PG64-10) �, C 2-1/2 GRAPHIC SCALE r .� 0 30 50 SECTION A A SCALE: 1 INCH 30 FLET N nn RESURFACING PROJECT PAVEMENT & A COMPACT SU gGRADE SANTA R��A ��� [� (} SAWCUT EX. P lS U TALL VERT. EDGES TO 95! R.C. �I� N�. �.����"� N $Y: n�}�1.11��U � TACK COAT of t Engineering Inco H 4RAw NI BRENNENAPPROVED BY: -c, o H _____ PROJECT ENGINEER: JEFF VAN DEN EI SCALE: AS SHOWN Q�p�ESSiQ,I REVISE©: � Civil Engineers � Ma�errals �'es�ing FEB. 2009 Q> V _____--�- "` Iwo a.vAN --11 ecializing in Pavement Rehabilitation DATE: - S ROAD us 59 A C �t" �` LICENSE:059920 EXP.: 12.31 SAI�1 T S i REST LA .TILEMILL ¢,. R P2 - 1 (7071 �s 5330 HIGHWAY 41 TO E R O N Q 4 ALIGN GEOTEX & NTS ��ta/tlt7T�I 17ffiCG DRAWING lJUMBER w TRANSVERSLY TO No. C 59920 {530, 224-"4535 OF 6 PLAN STATUS. Redding Office 090052 3 ; ROADWAY � � � o o�i�� �s05} �s�: 265 CITY {�� ATASCA w ��� �►v�L,� ` FINAL PLANS SanLu�sob� a SOF �'''� _ FOR CONSTRUCTION TIONN � A RADTADILIA _ Fm o 1 r M E J I L { INSTALL W11-1 (BIKE SYMBOL) & W1 fi-1 d REMOVE EXISTING AC DIKE AND , I MILL & REPLACE 2-1/2$t AC REMOVE & REPLACE 4" AC O INSTALL NEW TYPE A AC DIKE (T�P} 1 ( SHARE THE ROAD ) (TYP.) ( ) Lid { SIGNS 1 , fi'X80' --� Ld CONSTRUCT WIDENED / i ` M SHOULDER (TYP) SEE DETAIL \ �\ 47 IN Ld ".dm..tl \ . \. t \ '\ \ \ \ \ \ \. \ \ i / ,/ .\ \ \ \. J\ / / �4 \ \ \LIJ \ ,' \ \ \ \, \ \ \ \ \ \ \ \ l\ \ \ \ \ \ % \ \ \ LL \/ ,c r r 1 ✓— \ , �l i \ \ , \ r J\ \ Y\ , �\ ' ../ a+ A \ \ ♦ \ \ \ \ f , t t , \ NN , \ \ \ \ \ , t y : 21 \ \ \ ` \ NN Ljj REMOVE & REPLACE 4" AC { { 7 (6'X60') REMOVE & REPLACE 4" AC REMOVE & REPLACE 4" AC REMOVE & REPLACE 4" AC (6'X60') I CLEAR ALL BRUSH' WITHIN (12'X65') (6 X26 ) _ (� 4 OF PAVEMENT ' 0 `0 r=' R r[D '� ANTA , ( BASE BID ) t (,,,,� SHOULDER GRADED 4' MIN. & BRUSH CLEARED WITHIN SHOULDER AREA TO , A HEIGHT OF 14' (TYP.) t > REMOVE & REPLACE 4" AC SHOULDER GRADED 4' MIN. & BRUSH MILL & REPLACE 2-1/2" AC � — C,� (12'X35'} CLEARED WITHIN SHOULDER AREA TO A HEIGHT OF 14 (TYP.) (TYP.) ) — START 1 ' ROAD / \ - `� NN ' ', -- WIDENING NORTH { \ 39 \ ' =\\ 7777 REMOVE & REPLACE 4 AC 1 1 SIDE REMOVE & REPLACE 4 A \ \ '\ \ \ \ \ '\ / \ \ \ \ , i (6'X80' (6'X26'} \ \ \ \, \ .\ \ \ \. \ \ \ 2� \ / "\ NN NN NN a ■ s 1 ... . NN `t r /%// -- / _ _ \ \ \ \ \ \ l,, vl\ / ,.._-moi" / IN `\ ,\ \ '\ `\ r , ,r / \ \ \ / ;% \ \ \ , „ . .-...,^'•" . \. .C'' \ \ \\ 1, \ '-^`_`_._r-----""" l \ \ \ \ NN LLJ \ \ \ \ \ \ \ \ - REMOVE & REPLACE 6 AC ' - \, \ \ \ \ \ �,,,,-■■r■ �;, / REMOVE & REPLACE 4" AC I DRAINAGE SWALE (TYP.) \ \ \ \!\ % "r ; \ \ \ %\ \' / /, `, \ \, "\' \,r\ '/ ` \ `\ -/ / / \ ,■ ` ff ' { (6 X90 ) \ '\ \ '\ \' / \ \`\ \ \ \ \ \ _ REMOVE & REPLACE 14 AC { I REMOVE & REPLACE TYPE A AC DIKE (TYP.) „�' 0 REMOVE & REPLACE 4 AC , ( END 1 ROAD F--' RT 0 6'X6' WIDENING SOUTH {: WIDENING SOUDTII ( ) SIDE P SIDE REGRADE AND REPLACE SOD EXISTING 3:1 SLOPE (TYP.) SANTA R 0 '0 BASE BID CLEAR ALL BRUSH FORA HEIGHT OF 8' MILL & REPLACE AREA REGRADE NATIVE ' WITHIN GRADED 4' MAT'L, 3H:1 V MAX. WIDTH VARIES SHOULDER WIDTH VARIES 0.1 OR MATCH EX. AC REGRADE NATIVE - ----- --a- MAT'L, 3H:1 V MAX. _ MILL AND REPLACE SURFACE MILL AND REPLACE SURFACE --- v EX. PAVEMENT SURFACE , - ADJUST SLOPE TO - .. I ) ( MATCH EXISTING EX. PAVEMENT I ;�.�- ! .= 4' GRADED SHOULDER 1 EX. PAVEMENT 6 AC SURFACE y,_....--E I III SURFACE �� (1/2 TYPE A, PG64-10) N ff A9 i MAX. 2°° CROSSFALL „ „ COMPACT SUBGRADE 6 AC (1/2" TYPE A, 6 AC (1/2" TYPE A, ° R.C.64--10) COMPACT SUBGRADE PG64-10) TO 95% C.. o TO 95% R.C. COMPACT SUBGRADE tv <t {µ Y N () V n,:VG TO 95/ R.C. > � m DRAINAGE SWALE ( 5so"'f.a NTS . sews. ROAD WIDENING DETAIL— SOUTH ROAD WIDENING DETAIL— NORTH S NTS � ^^0 1. $ EX. STRUCTURE, c CONCRETE OR -�-•— MILL & REPLACE AREA PAVEMENT GRADE NATIVE AT -- 5' < 4 BIKE 2-1/2 AC A PG64--10 9 (1/2 TYPE } 2--1 2" 2:1 SLOPE MAX. 2/ LANE / MAX. riiii�iii z � m O M U N N >f G 4 COMPACTED BASE .r COMPACT SUBGRADE a ' a 2-1/2" MILL AND REPLACE Q SAWCUT EX. PAVEMENT & TO 95% R.C. NEW AC DIKE N w x w "� TACK COAT ALL VERT. EDGES COMPACT SUBGRADE a ® , ,i © (1/2" TYPE A, PG64-10) c TO 95% R.C. c� WIDENED SHOULDER DETAIL 3 0 NTS GRAPHIC SCALE 77,77'—,7,j ,r)r ` S5'`icl^r .� %`.? �>; .tii'�J'�f.Y�:,l.�. :Yxtx.!S-;!'✓^tr '',+., x {,it�! '4;` �, i. l, •/ , y'S•' xx'�i'\h < �.' x,,>S \�• /:, O 3tJ t/0 y y: h, l rY ✓ `' "d .^1 \ > j �C!xJErX.T� �,v.iC.X•,. \. C3 '��', i\'^` > . ,,'ir, 1 ' ✓ r• \j'.,`., , . k �. hr ��,?<,,.'�,YNc'x\ 1 i xc: i`%\.\ �>, L �, 1, v�!Y,. n .k.�J }C,x.t<\>, n: \� ♦\ /��� � '� \n, t.�\ � MILL & REPLACE 2 - 1 2 ACSCALE: 1 INCH - 30 FEET c a © EXISTING PAVEMENT ROAD WIDENING (TYP.) 1 NTS .0 EX. PAVEMENT FESS/ PROJECT EtdGiNEER: DEN EIKHQF SANTA ROSA ROAD RESURFACING PROJECT in E SURFACE �oeR.�ANp�'�� JEFF VAN Pavement Engineering Inc. BID NO. 2009--009 © c, 4- p �`'� • Civil Engineers + Materials Testing SCALE: AS SHOWN APPROVED BY: DRAWN BY: NtT z 0 TYPICAL SECTION LICENSE: 059920 EXP.: 12-31 --11 ROAD WIDENING SECTION e�aalizr'n in Pavement Rehabilitation ,� � DATE: FEB. 2009 REVISED: a_ NTS No. C 599207 L0 0 * PLAN STATUS: Petaluma Office (707) 769-5330 SANTA ROSA ROAD ��qTF C/V��'��`��� Redding Office (530)224-4535 HIGHWAY 41 TO FRONT STREET oFCA��� / FINAL PLANS .. San Luis Obispo Office (8015) 781-2265 DRAWING NUMBER a FOR CONSTRUCTION CITY OF ATASCADERO 090052 XC i l{ ATASC DER, 0 VE REMOVE & REPLACE 6" AC UNDER 2-1/2" MILL & REPLACE \� 10'X50') REMOVE EX. DRAINAGE INLET & ® SHOULDER GRADED 4' MIN. : `' ` ' INSTALL CITY STD. 502 DRAINAGE / \ \\ FOR PEDESTRIAN PATHWAY (TYP.) � �-' INLET Ila M ME lie .:. \ REMOVE & REPLACE 4" AC Uj END 1 ' ROAD , (--6'X30') 1�''• LijWIDENING �` _____ REMOVE & REPLACE 4" AC ��� ��-� ��/ NORTH SIDE 12'X128 / / ` ;. % ,:�_` �--~ ----_-� _ ^. ._.. _ REMOVE & REPLACE 4" AC r� ..-• - % / n.,.....-\ ,r / J:\ i/\ \!,jai i` i' . / '"" i.,,,d /' ` / '7\".,.^- �e�-...+- -�' `` , _ 8.. �y 9 3 , \, /LJ REMOVE & REPLACE 4 AC / \ ..•� - J .----� ,� REMOVE & REPLACE 4 AC _ r / 6X58 ✓- V� J VV .,.(,,,. `` it \ / / . `/ e `•. /, ,, \ � \ , ®.►�'�.r►.�',,�-`,-- � / `` i \e ,. \, ,' Li ' INSTALL W11 -1 (BIKE SYMBOL) & ... W16-1 SHARE THE ROAD SIGNS / r`�*�'.iir%,r=- f / \ \ �MILL & REPLACE 2-1 2 ACREMOVE & REPLACE EXISTING TYPE A AC DIKE ;-,0 TYP \ REMOVE & REPLACE 4" AC �'���~��''' '''`,�►s'ii =- ,` ;, /, / %". / '\ / �\'\ ,' ; / ^ ,, ' \ REMOVE & REPLACE DRAINAGE ENLARGEMENT B ( 6'X 3 2') SWALE (SEE DETAIL) \ \�, \ ^� / J _ \ X \ INSTALL SHOULDER BACKING \ (TYP.) SANTA R O '� R \\ E BASE BID ) INSTALL CITY STD. 502 DRAINAGE INLET FRONT ST REMOVE & REPLACE PGC SIDEWALK (-4'X10') REMOVE & REPLACE i i LIMITS OF WORK I --• PCC SIDEWALK (^4'X21') yrco I ti ! 7 n E.�v� /,�` C �\ PCC BODGE DECK REMOVE & REPLACE (� REMOVE & REPLACE PCC SIDEWALK ( 4 X10 ) ... PCC SIDEWALK 04'X5') f��� NOT INCILUDED IN , -- ,- Q' � WORK L� REMOVE & REPLACE _ - ---__ :Y. __----.;pie** ::•-p`�Npo+� :r. \ \ \ -- _ rte+- •••p•• , \ \ i i, ` \ , \ \ / \ \ \ g \ � HIGHWAY 101 AC DIKE (410 LF -::::. : - \ f,\ \ '\ \ - --== REMOVE & REPLACE 4 AC ) __ __- _____� - :::�►:«::� : •p \ \ \\ \- Aga \ r \ \ \ ` 1 T- .v 0 �� ^'12X44 ' ' -- — ~'_—__~ ____ x•••40••.• • \ \ \ \ \ t \ \ \ ,'\ \' \ \ \ \ \ , \ \ \ \ \ 0 VERPAS REMOVE & REPLACE 4 AC ( ) - , . 28 M i4 21 Lij _ '\ 9 i , —r \ 64 \ , 1 \ \ \ \ \ \ \ \ \ •+•,•0 •. MILL & REPLACE 2-1/2$$ AC -\ \ -\ \ \ .'\ \ \ \ ,\..� ••*•• p •.. __ 0 40 Ld (TYP.) INSTALL CITY STD. 502 \ \ . \ , , r I 0 \39 \ \`a�•s®••p•®_®`®-�'p �!• s R _ DRAINAGE INLET •"''0-�''•--"•- '' `" `w REMOVE & REPLACE 4" AC REMOVE & REPLACE / ) _ (-6'X1809) AC DIKE (535 LF) 0 101 SB I RAMP , N N � � i I o cv "SANTA RO / R ru� r a' W ( BASE BID 4- 0 w /Q V.},3�{ Y !: tC •'l.ir(l EX. STRUCTURE, MILL & REPLACE AREA O CONCRETE OR 40 a) MILL & REPLACE AREA REGRADE NATIVE PAVEMENT N 4 MAT L, 3H:1V MAX. 2-1/20$ AC 0.1 ' OR MATCH EX. AC (1/2" TYPE A, PG64--10) 2-1/2$1 GRAPHIC SCALE 0 30 60 S -- CALE• 1 INCH 30 FEET ' EX. PAVEMENT %;%�;-i�� i�`: ��;/ % / --... Q SURFACE i i , (= ADJUST SLOPE TO 9! AC MATCH EXISTING SAWCUT EX. PAVEMENT & 6 COMPACT SUBGRADE SANTA ROSA ROAD RESURFACING PROJECT a (1/2" TYPE A, PG64-10) TACK COAT ALL VERT. EDGES TO 95% R.C. RoFESS/ON PROJECT ENGINEER: JEFF VAN DEN EIKHOF Pavement En ineerine Ince BID NO. 2009--009 COMPACT SUBGRADE Oe ,VAN p q� TO 95% R.C. �4�' p, F` 11' Civil Engineers * Materials Testing SCALE: AS SHOWN APPROVED BY: DRAWN BY: NIT z .o ma, LICENSE: C59920 EXP,: 12-31-1 1 V E'Clalizin % PaV�'rt�E'naf Rehabilitation REVISED: DATE: FEB. 2009 DRAINAGE S W A L E MILL & REPLACE 2 -- 1 2 " A C N�. C 59920 `�.� PIAN STATUS: Petaluma Office (707) 769-5330 SANTA ROSA ROAD M.,- _ NTS NTS s� civr� �P FINAL PLANS Redding Office (530)224-4535 HIGHWAY 41 TO FRONT STREET OF O � San Luis Obispo Office (805) 781-2265 DRAWING NUMBER FOR CONSTRUCTION CITY OF ATASCADERO 090052 x _ ., m_.. . .. .. .w______ . . .___ . ... _ -•__-____-______ _ __---- _._____ . m__.__ , � ___.___._--___ ---------------- m___,------------------.r_____..__ . _,��__w-_____._ �..___________________ _T____ ___ --___ -- --------------------_._ . ._ .--- --------------------- ------------- _____ _____,___ . _-,____. _®� . �.� ... REMOVE AND REPLACE EXISTING \\ MATCH E ISTING \' \ ION IAVC � HANDICAP RAMP WITH `v A CALTRANS STD. A88A (CASE A) -` `` \``• r// ,r/�/ r/i/'���/ '%// `I, '�� tri w -..-... ...,_..._,.. _`__-_._.._......, -.._ P 7 .. a \ d _n� 18�� FL IN -- 986.7 ' %/. � �•/�, j'li' ;:�/ •y///,, ��;%/�/ ///� ice. ,. '' � -�` � \ �,.! •� a ° a. ' �•^ "` -,.....__,,. _,,,_,...,-,:.._._.-.. ,\ ,,• moi' !r' �'/, /',-%'' ''//a�,,%�j% f/''/i/�,��/',/ '\ o •+, � �L `..^'-,^-..........,.,....,....,..,,.••,,,,, •/ Z GP"Who: e �'s�.,`d 4• � �•�. �� '^,...r....m_ .a..arR,sa. p + •..max... �// / , REMOVE AND REPLACE 7X. r EXISTING PCC CURB, ... _ GUTTER AND SIDEWALK r \ r REMOVE EXISTING DI AND !ACONSTRUCT CITY STD DI \ �,, /i/J'% ',f ;'%� /�: ',;/% TIE IN EX / , ( ,�% %'//' '% ' ;%''/X./�y;� N ATE., s EXISTING 10" PVC. CONTRACTOR SHALL POTHOLE ALL UTILITIES PRIOR TO CONSTRUCTION TO VERIFY ANY CONFLICTING UTILITIES. CONTRACTOR SHALL , X. ! iG /,/ / !' ; i/r A NOTIFY ENGINEER IMMEDIATELY OF ANY v / REGRADE SHOULDER AND ADJACENT AREA ,�- •% TO DIRECT FLOW AWAY FROM ROADWAY � ;'= // /%� -% / /�/ %///i; ! CONFLICT`a. ti AND TOWARDS EXISTING DRAINAGE ``� REMOVE EXISTING 18 CMP AND CONSTRUCT. 57 LF OF 18" RCP STORM DRAIN AT SLOPE 1/ ,!AX t, f1,WC/ G r , FL ~a 18 UT 986.20 CE � - / � t E r E I/ � `1 ! REMov & -30 AN ��` '' r/�'%r� ,;�. '� � � cONSTRuc 10' WIDE , ,.VA4... . �. ;, - .� ,.. . '; ,'•, ` ,�-- /,' ! ,iCROSSGUTTE, PER /t ,._ CITY SAN S • , i ; _ r , % '•1,. , / �� EhEV -- 915. 5 CONSTRUCT 4' WIDE 3t,J ` ,.,; ,,� SHOULDER _w ELEV -- 915.35 ` FL 915 84 �., yf_._�,�,,.-_.,.._.- / r f/ //,•', // r,r% ;%/�r.r, %,/ r j�,%% j/ �'� j';;/ `v \{,.' E L V -- _ / �, /,, /� ��,.�> ENLARGEMENT B •�'1' FL E LEV -- 915.18 /;; _ _------ _" �s_ 0 a fi. / C SCALE -- 1"=10' a s + d . . . . . a 4 f •• d A X, a. •. 1 4 a • • a 0 + ♦ r • • / r 41 MATCH EXISTING Sow moo g"Am owma go ma. Lx+ �+ u ENLARGE E 'N'T A SCALE -- 1 "=1 0' C5 N N C7 O p f s i a> 1 iU t3 O i CL I R c i Q O ! C1 <g Z Q rrn N L d O ' N d M0 a GRAPHIC SCALE : 0 10 20 X. 1 0 COO SCALE: 1 INCH = 10 FEET O Q <t PROJECT ENGINEER: JEFF VAN DEN EIKHOF 59920 �; ro" !SS/O Pa1��'I�?ent Englrl'�'�'nurgy Inc. BID No. 2009-009VAN b APPROVED BY: v �4 -� F Civil�ngrneers Materials Testing SCALE: AS SHOWN DRAWN BY: NIT •� �- LICENSE:CA C52735 Exp.: 12--31 --1 1 Specializing in Pavement Rehabilitation REVISED: DATE: FEB. 2009 V) a. rn in © No. C 59920 PLAN STATUS: Petaluma Office (707) 769-5330 SANTA ROSA ROAD - s� c �. •P FINAL PLANS Redding Office (530)224-4535 ENLARGEMENTS A B 0 cy_ 9�F OF CAU�4�� San Luis Obispo Office (805) 781:2265 DRAWING NUMBER FOR CONSTRICTION CITY OF ATASCADERO 090052 6 OF 6 X s -----------------_ _._,..__ _ -_ _ _ A _ _