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2003 - Santa Cruz Road
AM AL BID No. 2003-008 i SACRAMENTO \ SAN FRANCISCO \ Y MONTEREY 3 z ',, ROAD y 'SANTA CRUZ A TASCADERo SAN LUIS oeisPo i P r a 7777 777777 ....._. d F77 7 il , ♦ LOS ANGELES �gppa F ® ;' RPO . V 71 s SAN DIEGO t , -------------- IL V Awm` A'I f"' I Im"Im I TItTF M AL t I vo NO SCALE .- LOCATION MAP NO SCALE "'AN Lm 01S OB101"4POI NmTY OF 000 'OU 'L STA�IE O �F UAO�A L I F�0 R NOLm I A ----------------------------------------- ----- ------ SHEET INDEX 1TITLE SHEET SYMBOLS LEGEND ABBREVIATIONS EXISTING TELEPHONE MANHOLE AB AGGREGATE BASE INV INVERT 2• SANTA CRUZ ROAD STA 2+00 TO STA 5+00 EXISTING SANITARY SEWER MANHOLE AC ASPHALTIC CONCRETE LF LINEAL FEETts EPA' E' 'Y: 3. SANTA CRUZ ROAD STA 5+00 TO STA 11+00 EXISTING STORM DRAIN MANHOLE AGG AGGREGATE LT LEFT = EXISTING STORM DRAIN INLET/CATCH BASIN ARV AIR RELEASE VALVE BCR BEGINING CURB RETURN NTS NOT TO SCALE EXISTING WATER METER OC ON CENTER 4' SANTA CRUZ ROAD STA 11+00 TO STA 16+00 EXISTING MAIL BOX BO BLOWOFF BVC BEGIN VERTICAL CURVE PC POINT OF CURVATURE NORTH COAST ENGINEERING INC. EXISTING PGE BOX PL PROPERTY LINE 5. SANTA CRUZ ROAD STA 16+00 TO STA 21+50 BVCS BEGIN VERTICAL CURVE STATIONING 725 Creston Rd Suite R, Paso Robles, 239 -3127 EXISTING TELEPHONE PEDESTAL OR VAULT m EXISTING WATER VALVE c6 CATCH BASIN PRC POINT of REVERSE CURVATURE o QRO�ESS � 6 CIP CAST IRON PIPE PT POINT OF TANGENCY �. � �. �y��F F��r SANTA CRUZ ROAD STA 21+50 TO STA 26+00 EXISTING JOINT POLE CL CENTERLINE PUE PUBLIC UTILITY EASEMENT �. - EXISTING TELEPHONE POLE CMP CORRUGATED METAL PIPE PVC POLYVINYL CHLORIDE 7. SANTA CRUZ ROAD STA 26+00 TO END EXISTING POWER POLE CONC CONCRETE PVI POINT OF VERTICAL INTERSECTION 29743 EXISTING METER POLE CONST CONSTRUCT RT RIGHT PROJECT MANAGER: Exp. 3/31/07 . 8. SANTA CRUZ ROAD SECTIONS STA 3+00 TO 11+15 EXISTING GAS VALVE CPP CORRUGATED POLYETHYLENE PIPE RSP ROCK SLOPE PROTECTION DIA DIAMETER R/W RIGHT OF WAY C1 0- o, EXISTING GUY WIRE 9. DI DRAIN INLET SD STORM DRAIN �� .-7 � ��� F OF CA��F� SANTA CRUZ ROAD SECTIONS STA 11+50 TO 15+65 ", "6r, EXISTING FIRE HYDRANT DIP DUCTILE IRON PIPE sDMH STORM DRAIN MANHOLE EVEN J. S LV ST RCE 29743 EXP. 3/31/07 DATE EXISTING WATER DWY DRIVEWAY SS SANITARY SEWER 10. SANTA CRUZ ROAD SECTIONS STA 16+00 TO 21+50 m - a EXISTING GAS EC END HORIZONTAL CURVE SSCO SANITARY SEWER CLEAN OUT cza CD - EXISTING TELEPHONE ECR END CURB RETURN STA STATION 11 • SANTA CRUZ ROAD SECTIONS STA 22+00 TO 28+50 - EXISTING ELECTRICAL EG EXISTING GRADE STD STANDARD0 Ek a T'mu" L .._. _- EP EDGE OF PAVEMENT TC TOP OF CURB N KU -- EXISTING SEWER 12. DETAILS & TYPICAL SECTIONS SSL SANITARY SEWER LATERAL EXISTING EDGE OF PAVEMENT EVC END VERTICAL CURVE BASIS OF ELEVATIONS `DEVCE END VERTICAL CURVE ELEVATION SSMH SANITARY SEWER MANHOLE EXISTING SIGN CHISELED BOX IN THE TOP OF THE NORTH SIDE OF THE 13. CITY STANDARD DRAWINGS - ;: -- - --- EXISTING FENCE FF FINISH FLOOR TF TOP OF FOOTING CONCRETE BASE FOR AN AUTOMATIC SIGNAL AT MILEPOST FG FINISH GRADE TG TOP GRATE 227.7 ALONG THE SOUTHERN PACIFIC RAILROAD 1.0 MILE 14. STORM DRAIN PROFILE ____ .---,-,t`s,,,r;,.,_... _.�_ EXISTING CONTOUR � FL FLOWLINE TREE TO BE REMOVED TP TOP OF PAVEMENT SOUTHEAST FROM 'THE STATION AT ATASCADERO. FM FORCEMAIN I845.671 G SURVEY 1929 -- RIGHT–OF–WAY T.P.E. TELEPHONE POWER ELECTRIC ELEVATION (C& ) U-j _ FS FINISH SERVICE REVISIONS PROPERTY LINE TW TOP OF WALL >---- CONSTRUCT 2:1 SLOPE UON GB GRADE BREAK TYP TYPICAL ACCEPTED FOR CONSTRUCTION: TBIVI CITY OF ATASCADERO H N0. BY DATE DESCRIPTION �-- GD GROUND ELEVATION 16 TOP OF A 3 4 IRON PIPE AT THE SOUTHWEST CORNER cn CONSTRUCT PER DETAIL 16, SHEET 14 UON UNLESS OTHERWISE NOTED Q 14 HDPE HIGH DENSITY POLYETHLENE WATER LINE `, OF PARCEL 3 (APN 049-041--015) ON THE NORTHERLY SANTA CRUZ ROAD REHABILITATION PROJECT WL–� — — — - -- SAWCUT PAVEMENT HP HIGH POINT �" – , �__.� a wM WATER METER % , RIGHT---OF—WAY LINE OF SANTA CRUZ ROAD. ----- -X—X— CONSTRUCT TREE PROTECTION FENCE INTX INTERSECTION WV WATER VALVE STEVEN KAHN RCE 42 50 EXP. 3/31/04 DATE ELEVATION = 823.00 NEW EDGE OF PAVEMENT CITY ENGINEER �- TB TOP OF BERM BOUNDARY NOTEBID * 0 ® 2003 - 008 EXIST TOP OF AC BERM DATE LO TOP OF AC BERM THE BOUNDARY INFORMATION SHOWN HEREON IS BASED ON RECORD DATA PER 3AC/MB/66, 23/PM/68 AND DATE 30/PM/73. DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: CD MA BRF SJS 97165 AS NOTED 1 of 14 a.. — NORTH COAST ENGINEERING INC. copyright 0 2003 cn M cn 860 1111_.. __ ._- -- _ _. _.._, _ ,.__.1 _ --,,. , _ . , . 1111 - _ _--- . _ .__ _ , _ _. ,_-11- _ , _-,-_ _____ ,1111_-_ _, _,_ . _ - _ _ __ - -1111 , __ __ .- ,_ _ _ _ . r r r / - r // r r CE .. .-. - - .. 1 111. 1111. .--1111. -1111. 1111 -. 1111._ -..1111 1111.- 1111.... 111 1 _ 1111. ... - 1111 -._ 1111... 11.11._. -1111-1111 .._._..... 11.11... 1111...1.111 ..._.r_--/_.J.l..- ,.1111....... -1111...... _.-1111...- - - . _. .. .. ..-...... 1111 1111- .. . .. 1111 .. .11 .., .. _.,. . .. .. -11.11-111-1-1 .. .. 1111_. .. ... 1.111..- .-1-.. - .. .-. -... ..-.. 11.11... _ -.. . 11 11... ,, O. _...�,._-..1111.1111-_ _1111_.1111 ......... .....1111. ,.. ..,,,...,... 1111. .. 1111.. ... 1111 ._ _. ... ... ., .. 1111_ ,.., 1111 ,. .�, _ 1111 .. .. ,,..- .,..._.._, ... ...-.__1111 1111.... ...1111..-_ _ 1111.1111 ..1111_. _ ,....._ r �0 / �w�Z APPROX. FINISH GRADE AT /-' z w O CENTERLINE. ACTUAL FINISH GRADE /r/' 2 of v WILL BE 2 OVER EXISTING //- w z- - IN OVERLAY SECTIONS (TYP.) /r. a M i - Z Z Q O /r r w a W Ify / O Z _..._.__..... 1111__. �._,...., 1111.1111_ ..1111__.. .._........_. _,..:-. ........_- ,-_.1111. 1111.... _.._.,_. .......__ ....._. 1111...._. .1111.. ..-1111__ _.1111-.-_ .._..___._. 1-11-111.._. 1111....1111 .,.._._.__.. _....-_. ..r... - 850 _ 1111.1111_.. 1111_.,1111 1111.__1111 1111. __ 1111_._ 1111_ _ 1111_ . r __1111, O�,® _, , r/ t 0 m Q r r / r EG AT CL-- -� r r' . 11t r r r r ......_,...._,... «1--.. 11.11.....-.....,- ----.- ----- .............. ._-1111.._.--,. -...._._._ 111.1 111- - 11.1.1-....._..-..- -. 1111.... ,._,-..-1111.. 1111,., .....,...,,- -1111..1111_.- ,.1111,_ - 11 11..-.. .111-- ...._._. _-.-1111._.- , ....,...,._... _ 11.11..- _..1.11,_.1..,..... 11- , ._.,,._......I-.....,,_-, „--..- 11111111., 1111_.--- ..,.-... _.._._.- 1111.-.. . ..:1111..-„-11.11....:.... .1111.1111_.,....... .._.1111...... 1111 1111.-- ...,...__... ,..._...-11.11 ,.. - 1--- 1111...1111__-_. _.. -1111 r - / / r r / ' / r r ./ , /r Y G P,\a - r . * _ 1111_ .._____.__ 1111 1111.. '_ 11.11._., _ 1111_ _-. _1111. _,., _ 1111 11,11,,__ _ _ _ -._ 0. _. -.1111 1111_._ --1.111----1-- _ _1111 _ 1111 -1-1-1-. _. _ .1111 11.11.._ 840 111111.11. _ ,. ;. PPV;R l R a ��� \ PSI g I 11,1.11 ol PG, . O 11I F-- z r. w r w .. _ 1111 _. 1111 t_ 1111..,-._ _,1-1.. -111.-._ 1111_,_ .1111. _-- --_.. -_ . . . .-. 1111 _.1111. ...--- 1111.,.. --...1111.1-......_.11...11 ---- 11.11._..-. _1111.__. _,- _- 1111 _-111.1 _ 1111..._. -,.,. _.,.__.. 1111....11.11.1111__._- -. 1111 _.. ., w. � a0 0- `I. ' --I �-(A - +w l- /� / N W r l .�. e -- r - �" .�-- DA �n L 830.00 Cp CO N o.V 00® t}-Lf n M W "V M 000000 to 00 MJ M W 2+00 3+00 4+00 EG AT CL FG AT CL 5+00 PROFILE ASPHALT COLD MILLING 1 VERTICAL 1" 4' 12 HORIZONTAL 1 = 20 PAINT 4" WHITE EDGELINE ® PAVING LEGEND �I -J PAVEMENT WIDENING AND OVERLAY I11 �� (n to PAVEMENT OVERLAY (LEVELING COURSE, PAVING FABRIC, AND OVERLAY) ;' NEW AC DIKE TYP. , a I w w z~ -" + � NEW PAVEMENT -- -,. ADJUST WATER VALVE TO GRADE (TYP:),. � 1-%I 'rEM Z � rI, � i i \,\ \ -,j AND PAVEMENT REMOVAL AND RECONSTRUCTION 12 OVE z i " , \" " , ,,�, ", Uj ,,, I � , , " :�,,,',�"'�'k �, , . , - , : EX. STOP SIGN �ECO�STRUCT < i h�! - �, T�7 REMAIN. PAINT 1111 AC DIKE ��:. m i Q ts1 vv'� "SOP" & LIMIT N ® SAWCUT MIN 1 i v vv v J % `vv SINE `�' FROM EXIST EP (TYP) \ . _ _. \ , - 1111 \ ------- - -- -- �_ j . -- ---- _� , 111 -== __ r=' ----_ 1111_____---- \ , , ----- .�:r-----� 1. st: 1111_,_ ^- -� --�--. , �. ,. 1111. Y - �.. -- - -R- �Y--. _ _, -, \ \ \ - �- \_ -fit i \. : \ - - r. '. ,\ _ - . \ _ _. , , ^-•Z,: \ . ,\ \ � � ,1111__,--., ,. ►. .," \. \ \ \ 1111._. i .. t , ". ,♦ �. ,.. ,. , 1111 ., �. r-�-'--°-' .r-.r.�.+'^.. \ ♦ , , , ,' 1111, \ , \ \ \� ,-...r�.-- -t 1 \ \ ,. . : ,'1111. ��. -, ': � ., �..• � \ '1 ,. 't ♦ ♦ 1 •. ', '',. 1111 , . .♦: `1111 .. .. ,ie '. , /'. as \ ,,. sA, � \ , R M E�. VE `I', , , , , ,\ , . ,, 1 '111 , \ , '♦ �, , , \ 4 t,G. \ ♦ , , „ \ =' A \biK --+ C E 111 111 . . . \ , ♦ . . , \ . ;: , , , . ` ♦ „ \ --- , \ \ \ „ , , ♦ , , \ \ \ \ % \ �„ 1;1, \ , \ \ \ n--- , _ 1111---` , , „i .. ♦: , \ :. \ , t \ _� ... , , ..♦ \ , \ 1111 \; , ♦ \ r , \ f 1111. \ .. - , , \ \ , \ `:�_.'�. ,♦ , \.', ♦% ., , , C / \ 1 \J i •\ , -.. "., \ , , \ ., ,. 1111 , , ♦ , ,, ', � -"'r'^ , 2 , , ♦ , 1 \ \ }-� \ \ \ 11 2 \ 1ll - 11 \ �.:...-a�-- 11.11 4.\ ♦ ♦ 1111 OIli'16 �` r I r, _ , , ♦ , 1111 \ \ �,.,. _ i , _ , 11.11._.; _.� . "', .. '., -..♦ � ,.': , ". .. ". '♦ , \ �' 1111. ,. ....: � „.... \ 67'�k' 6.11 t\ \ .. i \ e , ', ., 1111 , 1111"♦ .. 1111.., , ,, \ , ', , ', , , � / 1111 .-.- ., g�,s• \ ', '♦ \ l , '.� 1111,.\ 1J \ .. :.., ', 1" ,.. , �':� ', , .:.., \ ", , 1 '. , 1111.. :: .,� ":' .. .- \ / \ _ a \ ( -, , '♦ ''. � , 1111\. , �� , ,.\ 1111 -., %.. : �.:_-..= Ns , t i \ ,,:: \ '... ": ..', ..,. ,''., 1111,,. ... ,.. 1..: ,. •. ', `.. \ , ..: ", 1 .,.,' ♦ 1111, 1111 ,:. ., 1111., L-r._+ '----+" . i 3: , / � �\ ', \ "1 .. 1111 �.." .., ,. �..,..t., �..c .. �..-.:Y.�._:', ,. 1111 11:11+-.. \ �, , , \ , , � , 11.11 -� , �, 1 �, , �__ 0 , _ 1111. , 1, I y .,,I - .. . NOTES � G \ ,_„ ,..:,_ < , \,' \ `.r. �=�=--1111---- �, i 'r., ; ��� _�, I ��, a \ „ ..� x �, w.. ,' \ . \ , , ,., , t 1111, . - xP , , \ : _ , _ ''� - ® `y , 7, �, �C. � ; , P , , , , - -1111_----�``---' �. , O 6 0 o Q. \ 'r. „ v v v PROTECT\ 1111 , , , . ., ='� =�Y .. �` P RELOCATE FH TO "NEIGHBORHOOD WATCH ,,, ` ~� I EXIST REMOVESWOOD POST N 2 BEHIND FACE 12 RELOCATE NEIGHBORHOOD ��_ cV �- SIGN TO 3' BEHIND FACE 5\ v AS NECESSARY OF NEW DIKE OF NEW DIKE v ; AC , \ \ � 1. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES WHERE SHOWN ON THE PLANS 61 o '�`- 837 , �y ARE BASED ON AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR SHALL ;:. r: M r- REMOVE EXIST W53 "NOTA NF WAC DIKE TERMINATE NEW HAND EXPOSE UTILITIES AT LEAST 100 FEET AHEAD OF CONSTRUCTION IN ORDER TO W \ �,` \ �' 3� - TO EX AG DIKE AC DIKE: AT R/W GO ORM NE r. '' THROUGH STREET SIGN & INSTALL VERIFY LOCATION AND DEPTH. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND '1 ` `�- R2 (25 MPH) & W15 (FORD PAINT ROADWAY COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND �';i 11v \ NARROWS) ON EXIST POST. CENTERLINE UTILITIES AND OTHER FACILITIES AND FOR PROTECTING SAME DURING THE COURSE ,% r / DETAIL 22 (TYP) OF CONSTRUCTION OF THE PROJECT. ANY DEVIATIONS FROM THE PLAN LOCATION OF o, \ � ®® EXISTING FACILITIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER SO - II ,.�1 PAINT 4" WHITE EDGELINE THE APPROPRIATE REVISIONS MAY BE MADE. DIKE r�, ��``' - NST?w AC / p RECO cY 7 7 /" E�® p,N o ,_ a1 11 I R Z ROAD (0 . 11 - I "�, , I SANTA 00* 0i r �J�. /. r � ,,"� I I ; I 1 4ft"N.- ,., �. §:" I ", ". ,".11, �r r-I r -.--.r---r. ---�----I-----1--r-r--.-I-.-Ir.�r...I---I----6.--6 6�I 11 ��: � 0j "!6'. ;I 1111la! "I... / ; ,r I\ Q . I ! q< 4,' §, � I i � r_, I I -C r i '�J,5! :iz w- ; " \r I 11 _0 711 11il; , 1 \W -. {Ir Nv �� U f + r ra 0 10 20 40 , I r REVISIONS �� rG ITV OF A � �, � " ' � O QRQFESSIQNq� N0. BY DATE DESCRIPTION SCALE: 1 =20 I 1 k 10%jff NOR TH COASTENGINEERIN .7 INC. 4��' �. SY`�, F� SANTA CRUZ ROAD REHABILITATION PROJECT ,: CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT �` � - ',�'-,�`, '1�1�,`,�, I Iff smpm� 29743 SANTA CRUZ ROAD I,-, ;1 i "� t �! 1 � ; : 11 z I � ,� 7 I/ ; ;�,,�,�, I , " " . I I ' ' ' 725 Creston Rd. - Suite B * EXE. 3/31/07 * 2+00 TO 5+00 :Ftli5- 1". 1\, ",", r I Paso Robles, CA 93446 DATE s� C�Vi� �� •7 Z o.3 R-.-, (805) 239---3127 ATF of ��Q�� DATE T EN J. SYLV ST R R.C.E. 29743 EXP. 3/31 07 DATE r` m D (805) 927-8651 CA DESIGNED BY' DRAWN BY: CHECKED BY.-`-JOB N MBER SCALE: SHEET: CD Cr MA BRF SJS 97165 1" = 20' 2 of 14 � NORTH COAST ENGINEERING INC. copyright © 2003 cn 0 cry GUU.UU VL -1111_.1,111....._«-._.._.._.«.,- _.__--_.__»-,-,....._,._,_.__._,..___._.__.,._..,.,..---•...._.....___",_,._...»_,._,..,,.._,.._...,._-.._.,..,..,_...-...._..,..,_.,,.._,.....,....___._,..,..,_„_.,,,..._...,......._,.,.,.._.__»,._,_-.,.-,,.._.....•_..................,..,_-r.,.,-..._,..._.........,..,...._....,....,-,....,.___...,--.._.:.,...u,...-,.,,_.__._,...-..,,......_._..,..,,..._.,,.,_..,.,,....,._._.1,11,1,1111,.,_.,.._.. ,.._..........._.._.....,,.---....,........._._.,,.,.,--------___1,111..._......,_..,.,,._.......,...,.,._..,.,___.._..,.�,.,..,,-"-^"-",_.,...,._,.,,-,"--,..-.'___„_",- '_________,_..__..1,1_11___._, _.-111,1_., .. 1,1,1,1,_. _.,_.......____..____-111,1,__ 1,11,1. 1111,..11111111..,., .. _.,.,.,.,....._1,11,1,....».._.,.,............... _.........,,...-....",.----------------...-_,._......-------...,,_...,,,._...._- 1111_ 1111._.1,1111,1,1,1,.,._ '' ____.11,1,1,,1111....-_-..____,...., 1____..11,11...-._._..,._.._-------11,1...11111111,._.._.._..._.__.... _._...._.-.._-.___-.,_._,.._-.-_.--1,1,1.1-_-1,'11,1,'-'_---__.._.._ ,_,-...._..._._...._.,,..._.._'_,-___.._.111,1_ 1111__.._._...___"__.. 11,1,1,.1,111,._._..._. ,..._...�..�_.,..1111.,..,__.___,...,..11,11. ..1111._._, ,.,,_._..,.,,,...._,.....,...-........,,....,...,,...__,,.._....,...,..,-1,1,11,,.,. .,,_..,_...,.,.,,...,.,.,. ...,-_. ---1111.. ..__ ...r.11,11..,.__. __ ,_.. ,,._....,..._......._........,.........,,.........,..«_,...1111.. ,..,.,...,,,...__...,... 3._ { I '� N ® � APPROX. FINISH GRADE AT ca CENTERLINE. ACTUAL FINISH GRADE M 3 w WILL BE 2 OVER EXISTING + a j U IN OVERLAY SECTIONS (TYP.,} © /y^� 00 T s .} ...____._._.__.._,.....,_....,_..«.._..,____._._...,___...__. 1,--._._.._..___...__._..._..-__ 1--- 1I- ,.1-,11,. _ _._...____ ._,......_._,I-.1-..-...-•_-_..__.............._----, ....._...,__...-_--._-__ 111,11111,._,.1,1,1,1..1,1,1,1 _.._, .. ......_.1111_.,.. .. ._.1111- 1111 ... _ ... -. _..1111 .._. .. 1111...1111...,. _-_ 1111,..__ 1111,1,1,1,1 1111, 1,111._. ...__-11-1--111. _. ..-...1111.__.._. ._.,._....1,111,_ ... 11,1,1 .._...... ...1111_._.. 1,111_ ..... _ .. . .. . _ ... _. ... 1111 11 11,. ... ._. ._ ., . :--,.__-__._....,..__..,.__-,_«.,,_.,..--1-.._....,..,.- ,..,.....-_-,._,,...,,.,..,«."_,._-.-,.,_-........__`--._..._«.-„_..._..«,,.,-,.,............,_................_-1,111,_....,._.,._..._...- .. .,-,.-.,._._.. ____..__.,.�_.. ... - _ ,. .,1 � �..,..,..,,._.._.....,_.,___-",.-. 1,1_.1,___1, .11_1,1.-,..-1,111,.---'`---”" --,_. .._.___,.__.__.--------`-'-._____.._.,_...__,. ._....,.",,-......_...,. ,....,_ . ,,..,-_., .„ . ,. ,_ -. ,,., ,. , .„ ._ "'_ ry.,_-.�,-. ,. , „„ , .. 1111._.-„-.."..._,._,....”.1-1—_,...--,..-. -11_,..-.......,,. ._.,__..._._,._.-..,,....._.....,....._._..,...1,,.1. 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LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES WHERE SHOWN ON THE PLANS c ARE BASED ON AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR SHALL __ REVISIONS C I T J' " FAT �° ml� F N TI IN R T NO. BY DATE DESCRIPTIONY U E RO �, HAND EXPOSE UTILITIES AT LEAST 100 FEET AHEAD 0 C0 STRUC ON Q DER Q QR��ESS��N mVERIFY LOCATION AND DEPTH. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND NORPH COAST EA-00%iffNGINEERIM3% � S� ql�, � COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND Co+ ��� �� z � SANTA CRUZ LOAD REHABILITATION PROJECT n UTILITIES AND OTHER FACILITIES AND FOR PROTECTING SAME DURING THE COURSE ,c� �' OF CONSTRUCTION OF THE PROJECT. ANY DEVIATIONS FROM THE PLAN LOCATION OF 11111� CIVIL ENGINEERING • LAND SURVEYING e PROJECT DEVELOPMENT z EXISTING FACILITIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER SO 29743 AA CRUZ ROAD I It� 0 10' 20' 40' THE APPROPRIATE REVISIONS MAY BE MADE. 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PER CALTRANS STD (A77A) CENTERLINE CD 5 CALTRANS STD A77L DETAIL 22 I '. o<n z GONSTRUCT AC DIKE ( ') CU 1 1 RELOCATE WM OUT OF PAVED DRIVEWAY AND ADJUST WATER SERVICE INSTALL TEMPORARY 0 0 w 1- IN % . CDADJUST 4 S 0 ,'��c,,_ `,,'2Tta OAK TREE PROTECTION �"' = INSTALL W55A � `� FENCING AROUND OAK I M y w w " J ' WATER SE CE W PAINT 4 WHITE EDGELINE 0 10 20 40 (SUBJECT TO FLOODING) DURING CONSTRUCTION _ to NOTE: �� PAVED RIGHT SHOULDER NOT -, Q W ® „ , pp N SCALE: 1 =20 � SAN T CRUZ ROAD SHOWN. SEE SECTIONS SHEET 9 s r ,rrg l-.14--97�WIW",.-- ,,, __----- -_ -,-__--------1111--1111----- '1_7 6 N :D C_ ON 0 T E S - - _ __ M 'T, ff lk 4� j, PAVING LEGEND REVI SI UN S C"ITY' 0` F A 1 r,%SCADERO � � NO. BY DATE DESCRIPTION PAVEMENT WIDENING AND OVERLAY �Q�pF�.SSI A d \ �; 1. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES WHERE SHOWN ON THE PLANS - � 10% �� NORTu COAST ENGINEERING INC.. ,�/ �. SY4�, BANTA CRUZ ROAD REHABILITATION PROJECT PAVEMENT OVERLAY LEVELING COURSE PAVING FABRIC AND OVERLAY I C ) ARE BASED ON AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR SHALL1111110111� �. Fs/�` Q NEW PAVEMENT HAND EXPOSE UTILITIES AT LEAST 100 FEET AHEAD OF CONSTRUCTION IN ORDER TO CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT � SAONTA ® ROAD VERIFY LOCATION AND DEPTH. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND 29743 CRUZ �_� U_ _1: COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND CD to-i ;- PAVEMENT REMOVAL AND RECONSTRUCTION UTILITIES AND OTHER FACILITIES AND FOR PROTECTING SAME DURING THE COURSE 725 Cr�:StOn Rde .._ SU lte g .* Exp. 3/31/07 .* 11 +00 to 16+00 OF CONSTRUCTION OF THE PROJECT. ANY DEVIATIONS FROM THE PLAN LOCATION OF PCISO RO�JIE�S, CA 93446 DATE co EXISTING FACILITIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER SO S> 1.1 C� \_ ��\\�Q °� --Z ._,p ;? rn THE APPROPRIATE REVISIONS MAY BE MADE. (805) 239-3127 q ,--- PATE T VEN J. SY STE R.C.E. 29743 EXP. 3L31 07 DATE OF CA��% -D (8®5) 927-8651 DESIGNED BY: DRAWN BY: CHECKED W. 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P VE ,_n_._,r,....___.,r.�_r__._ \ m}. �,-_, _ 3 � ,, �� r-- t � ' 'I I � '� '� ,,, , a) 0 0 41 4��'I _M ADJUST WATER SERVICE STA 20+56.72 04 = EXISTING PAVEMENT < CY, 12 � u l � } r A y I`", , ` ~ " .," �,I 9 " ( 19.99' RT 13 TO BE REMOVED '� c0 oi :""I x �,.t " , 1 0 � �_ , W_ <0 5 - w Ln a= ADJUST WATER SERVICE w z i 12 x V) <z) F SANT CRUZ NOTE: w� �,,, w 41 C)6i I _ _.._____,_______1111,__._ _____ ---_---__ _ 11-11__,__.__ Cu lft PAVED RIGHT SHOULDER NOT N 7- U) r-->�, SHOWN. SEE SECTIONS SHEET 10. I 0 10' 20' 40' N N� SCALE. 1"=20' 4 PAVINQ N %JTES -LEMS _0 ",rt., 't" Ln ����' PAVEMENT WIDENING AND OVERLAY = `\ \ 1. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES WHERE SHOWN ON THE PLANS U PAVEMENT OVERLAY (LEVELING COURSE, PAVING FABRIC, AND OVERLAY) ARE BASED ON AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR SHALL \`\ HAND EXPOSE UTILITIES AT LEAST 100 FEET AHEAD OF CONSTRUCTION IN ORDER TO REVISIONS NEW PAVEMENT VERIFY LOCATION AND DEPTH. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND CITY OFA T _w COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND � S^AM Qg( ESSJDN� NO. BY DATE DESCRIPTION z # ,-% i A%.; 1111;. PAVEMENT REMOVAL AND RECONSTRUCTION UTILITIES AND OTHER FACILITIES AND FOR PROTECTING SAME DURING THE COURSEA ENGINEERIN(oi` INC. �,��O,,h` SYS �/� BANTA CRU ROAD RBHABILiTATION PROJECT c Ir OF CONSTRUCTION OF THE PROJECT. ANY DEVIATIONS FROM THE PLAN LOCATION OF \�` .�`V` SFS,, �� n EXISTING FACILITIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER SO 8IffCIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT � THE APPROPRIATE REVISIONS MAY BE MADE. � 29743 � A T/` CRUZ ROAD il HAA Cm 725 Creston Rd. - Suite B Exp. 3/31/07 * 16+00 to 21 +50 LO Paso Robles, CA 93446 DATE LO 239-3127 s��T CAVI` ���� 7Z _a �'�. (805) OF CA�I�� DATE S V N J. 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'=-_<..<......, _ '\ \ \ \ \ �{ � .. /\ .i `. 1.\1111-: -1111.,a-._l__,,.,;5..- .,x.,.. '' `\ _._ 1111 \,, ;,;� INSTALL W3 RT TURR?S N :£ I r-- WA AD ST TER ERVICE I �1 ' PAINT 4" WHITE EDGE LINE vv, ,v � y"y�' & W6 (25 MPH SIGN), 11 .11 12 � A -0 i� . \' `,\ . Cy - , 1/1' t�s� � '��� ��+�'���s �. «a tom„ ,.. „ ... .�...1111- "I i "' � � g"i ,,,I §s „, I ADJUST WATER SERVICE !` t-. 1 1111. ,.... ' ONOTES �..»1111 I F®UND 5/8 i I � {i �:=t REBAR, LS 3976 ai i, I F'3 tV PER 30/PM/73 5 ADJUST WATER SERVICE <D yts \i2 1. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES WHERE SHOWN ON THE PLANS �; c,, ._�>.�- : 1 � ' I, ARE BASED ON AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR SHALL C) SANTA CRUZ ROAD HAND EXPOSE UTILITIES AT LEAST 100 FEET AHEAD OF CONSTRUCTION IN ORDER TO _______________________-._____-----------________..____ 1111_.-_____.__.__.__-1111__. VERIFY LOCATION AND DEPTH. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND _CD RIGHT-OF-WAY LINE (TYP.) COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND mz UTILITIES AND OTHER FACILITIES AND FOR PROTECTING SAME DURING THE COURSE a oft OF CONSTRUCTION OF THE PROJECT. ANY DEVIATIONS FROM THE PLAN LOCATION OF Cm EXISTING FACILITIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER SO LO THE APPROPRIATE REVISIONS MAY BE MADE. N \/ (� � P A VI N�,7 IF., G�EG N L.! U Dc IOU PAVEMENT WIDENING AND OVERLAY REVISIONS 0 10' 2 0' 40' `-" QROF ESS/pN NO. BY DATE DESCRIPTION Co*"� I T'ky'f uA"m% F ATASu'"'AD E RO \ `�\` PAVEMENT OVERLAY (LEVELING COURSE, PAVING FABRIC, AND OVERLAY} COA!37 ENGINEERIN(fi% �� �. S�, � �� . I'llmff� �4, ��, 1���� � SANTA CRUZ ROAD REHABILITATIONPROJECT SCALE: 1 =20 NEW PAVEMENT �, ff WSMFA� CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT `� H a = . PAVEMENT REMOVAL AND RECONSTRUCTION 29743 �' SANTA CRUZ i i * Exp. 3/31/07 � 21 +50 t o 26+00 .� 725 Creston Rd. 1111 Suite � DATE LO Paso Robles, CA 93446 �� C�V�� \P .� `Z`''�' 805 239-3127 �T �� CD OF CA�,�� DATE STEVEN J. S STER R.C.E. 29743 EXP. 3/31 07 BATE (805) 927-8651 DESIGNED BY: DRAWN BY: CHECKED : JO NUMBER SCALE: SHEET: CD MA BRF SJS 97165 1" = 20' 6 OF 14 � NORTH COAST ENGINEERING INC. copyright © 2003 u3 M cn t i I •^t { } � o p 1 ++ li V ✓"."� L g� h- C7 ZV) z LnZOZ 0 Xp >> > w to Z Z 840 O_! of M to 0_1 to d-N 0)i w Z t=i 4t d* tai .-_.._.n.._.__._.__ t � �� N WOO OO ¢ z 825 ¢1 { t HIGH POINT ELEV = 823.54 Z o e HIGH POINT STA -- 281-77.30 w 28+70STA 28 m3 N 0 o PVI STA = 00 { PVI $50 / 1 ` = s 1''' PVI ELEV 822.94 ' Et€V = 823. 8 EG N m A.D. 1.94 A.D. _ -3.70 r 11 u K = 5.40 6 CLEAR MINIMUM > K = 110.30 820 f 20J010+00. z < Jw� ,r { 20.Od VG .,... �-a 0 EXIST 8 WA TER E ® Cn ?0? REMOVE EX. 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SAWCUT MIN 1 FROM 4, 0 » w �^ w •t3 c�' O BANK ______ . .: 31 LF 18 CPP ..r.,_. ,_., EXIST 18 CMP AND 84 _...-. �' r � i _ EXIST EP TYP) ' ,► .-- S -- O.OQ5 18 CPP SD 1%Its,- (�/• (gyp) , TRAFF1 r .s, •wrm ^Y' 4 ( l w END PAINT-DETAIL 2 ;,`, ADJUST TO µ ... -^ ,.4, r s At Y / 0 ..,, » QENTERLINE STRIPE GRADE 1� �® ® PAINT 4 WHITE _ �,,► p .,. EDGE LINE 28+59.4 R N A IK ^_ '°: - _-. __,_ --------. ft G 8 BCR END C DIKE i' r TP 822.84 '-� '.' _._._ _ __ _ , __,... .011 DATA cv ti ECR MATCHEP ;. r R-200.00 o EXIST STOP SIGN TO REMAIN ' / '� -' D=40"18'56» °' a PAINT "STOP" AND LIMIT LINE EV 823. d' w�' , , ...,. L-140.73' `..'�J N i 21.13 INV s F g a ......Y.a r ,.. moi, pP C� 24 p r o INSTALL MBGR -- cU �` �� ".r r, <s PER CALTRANS STD. A77 <� � 11 e% 1 EtA0'3' N 000 SANTA CRUZ ROAD t, 1 REPAVE DRIVEWAY 1. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES WHERE SHOWN ON THE PLANS 502 26+56.50 14.00 RT .____ WI AC PP Y TR 12 821.27 TC (2" AC OVER 6" AB) f, ~ ARE BASED ON AVAILABLE RECORDS AND AREA APPROXIMATE ONLY. CONTRACTOR SHALL i�= �, }i HAND EXPOSE UTILITIES AT LEAST 100 FEET AHEAD OF CONSTRUCTION IN ORDER TO VERIFY LOCATION AND DEPTH. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND `-f COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER FACILITIES.AND FOR PROTECTING SAME DURING THE COURSE CM OF CONSTRUCTION OF THE PROJECT. ANY DEVIATIONS FROM THE PLAN LOCATION OF CARRIZO ROAD EXISTING FACILITIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER SO N THE APPROPRIATE REVISIONS MAY BE MADE. C_ ro REVISIONS I Th FA T NO. BY DATE DESCRIPTION pROFEssi��,q� U Y U A E"'i C"A D E R 0 10% NORTIH COASTENGINEERIN(";% INC. �`�``� �• sY��, F SANTA CRUZ ROAD REHABILITATION PROJECT Q f f f whowmmc= CIVIL ENGINEERING LAND SURVEYING • PROJECT DEVELOPMENT OWN A -�° a 0 10 20 40 29743 1 A C U _ * Exp. 3/31/07 * 26-I- �® t0 32-F'�� • 99 , 725 Creston Rd. Suite B DATE Lo SCALE. 1"=20' Paso Robles, CA 93446 �� w �© �- (805) 239--3127 qT1V ��� -� ��O�- ��() DATE T J. S L. ER R.C.E. 29743 EXP. 3/31 07 DATE -� (8®5! 927-8651 CA DESIGNED BY: DRAWN BY: CHECKED BY: JOB MBER SCALE: SHEET: 0- M A BRF SJS 97165 1" = 20' 7 of 14 NORTH COAST ENGINEERING INC. copyright (c 2003 Co R/W R/W R/W R/W R/W R/W i w n 1 ! 1 w cr i t A i $44 ___.._._..__._,__.;,.....____..__,__._.._.._..._..________ ________...__..__.__..._..._,.____,_..__„_..__...__....,_.__.._______._,_..._ __.._,._.�_.._�_._.__.__.____.._..__� 844 { ' (,� IU— , t , ? 864 ,_ ___.____. _r.. _._....__.-. _ _ _ _.__...____. _.__.__._.. __ 64 3 ? ? t i ) i f EG TYP. i 872 w __ _.... _...._.._ _. ..... ..... ......"_. .._ ______ ....,__ _._____- ____M___.�_ _._______.__ __. 872 1 i X Q _. w "' , f 's i € 1 i t ! V i t { z� 4 i i , € CLASS 2 AB'SHOULDER (TYP.) _.._..__ r SEE sLAN (TYP 5% , ' P •'� / - r r A _. , COLD I 3 (MIN.) 2" At OVERLAY CLASPS 2 AB SHOULDER �o . ° � � w MILL i AC DIKE ; (TYP.) 1 � 3 _._._.k.._..__(_ rvT.__Y.._P_.._.(TYP. _ --- _............. � , r. i � s 4 MIN. CLASS 2840 _ __._.4 TYP. 860 60 -2 0 20 © ; 3 AB SHOULDER ) f L (TYP. 868 OD -- _.________.__----._--...._ _.... ___.__ _.__ _.._______.,______..__ __..__�_ ._____.___. ._ _ __..___ __.___._.____� 868 1 8+00 -2 0 20 2:1 MAX. ! ywI v' v J %(o ! 'i 00 00 00 10" 5 0 ___ _..__......_..f -20 20 6" AC DEEP LIFT (TYP.) FG AT CL (TYP.) —20 0 20 EG AT CL (TYP.) 5+25 0+00 R/W R/W R/W R/W.. 868 __.-.--_r.__..._.___.. ._._..:_.._._-._. _ ........_...___._.._.._. . _._.__ ____.___.____.______ 868 , , i R/W R/W I E EX. FENCE R/W R/W E 5, . / . w __.. ' 1 _,._.,.._-.__._.____._................_._-,,.._ --------------- _..._.,_._,...._.m..__._ ............................_._...., _._.__-._._ , I ZoI� I 4' .................____.__.______...__.___ ' 864 864 2% 2% ' t —20 0 20 f r / E i 852 868 �r. ___ __.___. _.._._...m.._...._,..._._ _. _.__.__._ ..._ _. _.._ _._., _........... ....... 852 4 5+75 86$ , { 872 t 2:1 MAX. (TYP.) 4" MIN. C ASS 2 R/W R/W ! co AB SHOULDER (TYP.) ! / 4" MIN. CLASS 2 qD i� AB SHOULDER (TYP.) �° '�° f OD 4 3 a —� s Y I 0 2 s 9 i I -20 0 20 i 1 +00 � 1 ' z 9+®® w f pD t ( € LL- 848 y 848 t - _______._.r______..-.__. _.,..,__.....,.__..._.___.__._. .__.._..._.___..._.__a__.,___._...____,_....___. _.__. _-----___....___.__,__ ____.._.__...______w.______.. 848 -20 0 20 w 41+t""O x 6" AC DEEP LIFT (TYP.) w 4' Uj } � 4 W f / j t 8 fib ....._....___.. __,,. _._+ _._______.____._.___-____.__ ' - . _,._.._ _... -� . ._._._ ,...__.___.,.____ _-_.___i 86$ R/W R/W 2% R W R W ! ;`"`' ' AB SIHOULDER TYP. / / f a ,co � ( )ASS 2 R W R/W j06 co 0 -20 0 20 w w U 0 6+0 0 z 864. -_ ._..,..n__......_.,_.._._.r._.___.M_..._,.._..__..___.___m__. w____.�_.__ _. �.__�-_..__,_ ___._�________.___.__ �� 64 R/W Q } R/W U X } ; 872 872 i I 4,} = 4, s `I { I r, .- 1 i € k / U ! _ -- 868 ___._ %. _,, _.__ ? _...._.____ ' 868 ' x 4" MIN. CLASS 2 t w _ -2 0 20 AB SHOULDER TYP. ! DRIVEWAY SLOPE = 6% t , [ / i 860 _�___.__.__.._-.___-_ _.____.________.._______._.___. ------_.__.___._-..________._,_„_�--------- __._____.__.._... 860 4' W� 10+aa __._._..._________.__. __..__,_..__._._____...___ _ ... _ . s 872 �__ _._. .___. ........... .. _�__.'.. ._.. _ _.� $72 -2 "•o ” 20 I HO 5% °D to00 00 CD 11 +15 AC �. ! _ COLD MILL 12 __._ ,_i___.... � I j M ' 7''0 0% ®C'm 6� C7 16 $56 ------ 1356 ..............._1__.. _.,_....__._______.._.___,_._._.,._._00 0._._._.____.__._........__._......._._..__._,.!.__._.._.._._.,..,..,...._.__,,,_.._._._._._._.s ry6 -D -20 0 20 CU + 0 -0 CD WCn REVISIONS _ C" IT"Y' u" F C-' NO. BY DATE DESCRIPTION ATASCADERO C-n Cn NORTin" COAST �. sY � F� SANTA CRUZ ROAD REHABILITATION PROJECT r0 � Fs� �� CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT 29743 SECTIONS U- P IF I L E VERTICAL 1" -2' 725 Creston Rd. — SURE; B * Exp. 3/31/07 3+00 TO 11 +15 HORIZONTAL 1 �- 10 DATE Paso Robles, CA 93446 �x ����� \P �Z —© (805) 239--3127 �/ �� C ��- A�`�0 DATE S VEN J. SYL ERN.C.E. 29743 EXP. 3 31 07 DATE CD CD (805) 927--8651 C DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: Cr MA BRF SJS 97165 AS NOTED 8 OF 14 NORTH COAST ENGINEERING INC. copyright C 2003 cn cry R/W R/W ® W R/W R/wR/W Q I { � I ? OJ 44A = o BEGIN PAVED SHOULDER STA 14+14t w z Z w # ¢ �-- DRIVEWAY SLOPE = 9.147.± -44 pop x „� 2» AC OVER 6» CLASS it AB (TYP) z CL w ' w ------ X w � w w 856 -._._. _,...._-._...__... i.___._. ..._..._.,._____. v_.... ...... ... ..... ,. 856 w w o w O w DRIVEWAY SLOPE 5% 868 r...___._____.._-__..__...___---.___....�_ m_.._--- r.__.___.,_., 868 } / \ ' • �° f 5' j SEE PLAN (TYP.) -- i , 1 r+' I844 1 .�.` 844 3 .- 2:1 MAX. (T1 P.) 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R...W 856 --PAVED SHOULDER i \ —•—--12.7 i 844 _. _.__.._ .._,_ _ . ___._..__._ .__ _._..._,.____._________._._. _ _ __.,._..,. 844 W p z v 1.5% r 3 • + -- __..-_..._._...._.�_..__..__._ 1 1 , } 2 ,........_......_-....__._,,.. ..._k......_..._._..,...._._._...._....,.. ......_...._...,.___..-...._.......,..__..... _ ._.._........__...-.__,.._ _......L.._.__...._.__.__.._._.....__..__ _ _._......_......__._.__.,..,........ 4 1 s 852 �,- - 852 -2 O M 0 �- —20 0 20 r 00 00 It It --' � — 13+00 __ — 00 00 ____._.__ __._._.__.__.____.__ M,__ _, _ _r_ _____w._.___. ___ } 864 14+50 � I I I DRIVEWAY SLOPE = 12.37.f 4» MINI CLASS 2 ,-t NEW STRUCTURAL 0 ! ® PAVEMENT SECTION. 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Cly j i i o 1 0 (V r � I � LU 856' _r.. ._____.__________._ __.—_ '__._..__.____._.._i. m._r...._____.._,_____.._.. ..w_...w_.w.___._._w.__..®.�_ . _ _..._ 856 __._-.__ .�.__...__�.._._. REVISION S —40 —2 0 20 NO. BY DATE DESCRIPTION QTY FA T SCADE RO f, �QRpFESSq� 12+50 ENGINEERINGINC. ,�4`" �. Sr4�, F�� SANTA CRUZ ROAD REHABILITATION PROJECT CIVIL ENGINEERING . LAND SURVEYING • PROJECT DEVELOPMENT w c 29743 SEC"MullN S PKUF--I-LE X25 Creston Rd. -- Suite Exp. 3/31/07 11 +50 TO 15+65 TE LO VERTICAL 1 = 2 „ „ _ Paso Robles, CA 93446 DA HORIZONTAL 1 - 10 239--312 `���T CM\- ���� �`-z 0 (805) pgTE ST EN I SYLVE R .C,E. 29743 EXP. 3 31 07 DAT OFC D (805) 927-8651 DESIGNED BY: DRAWN BY: CHECKED BY: B NUMBER SCALE: SHEET: C MA BRF SJS 97165 AS NOTED 9 OF 14 n 1-11 NORTH COAST ENGINEERING INC. copyright D 2003 cn CP r PAVED SHOULDER w D Q W ��,... R/W R/W R/W R/W o v r- COLD w MILL SEE PLAN (TYP. PAVED SHOULDER END PAVED SHOULDER 2'" AC OVER 6" CLASS II AB (TYP) ' STA 20+65.22 EX. AC DIKE v TO REMAIN z 828 _.._-. .......... 12 2" MiN. ACI x I OVERLAY , � PAVEDE4' R 824 824 R , COLD MILL( .) ( 2% 4--- 66 j aj /p ' 4 2%2% G \ 0 _ _ __.__. __ Oo ; 836 _.__.�___._a_-._._,.___.. _... __ _. ________._._.__.__.._ __..___...__ _. 836 as ° i„ 6 k .. .........._....._____...__.__._._.,_,___.__ _._.. ._,_ ___._ .,....__ --------- I _ ._____r..._ N ..� R/W R/W _20 MC14 0 N.__ 20 40 N { EX. AC BERM 00 ONo INEW STRUCTURAL PAVEMENT AVER SHOULDER X. PAVEMENT REMOVED °°._s.,,.00_ SEE PLAN._FOR._.. .._._.___...' 2 0* '+50 _2 0 THICKNESS (TYP.: Q FG AT CL (TYP.) 20 COLD MILL EG AT CL (TYP.) w x v w 16+00 4° $2$ .. .__........_._. _, ___... _.._ __..____ __...___.__.__.__...___ .___._._.._. __..__.___ ____-._._.__..__. _._..... _, 828 R/W R/W n z% t33 2 AC OVERLAY _20 P�0r- 20 x N N w OB 00 Q PAVED SHOULDER 18+50 2" AC OVER 6 CLASS N AB (TYP)CD w v _...__.r___.�__m__.w.________ ___X .__________,_.__________-___________.__ __...._.__.__..__.____._.__...___._..__..._.._._.._...-__m__._ z 836 i w- ______.____.___._.___._. ,_ �.___. 836 I ¢ j R/W R/W a ------ _. . t COL[ 4 w PAVED SHOULDER 824 ___._ ---------__._____ _. _._._ 824 _ . I MILL py 7 p�/ 828 w x _ 828 j 6" tJ w w r x 1 Z F- i w iwL U W m ! W 00 ` wM -20 r1i 0 20 40OD 832 832 04 0400 00 -20 0 20 EX. PAVEMENT TO BE REMOVED " 21 +00 16+50 s R/W R/w s Io 04 in N ?N { 824 ' _.._........... ._....__.__._... ___.______,.__ .__._._.___ _...__ _ _..._°°.'_.°°..__.__r_..._._. ___. _______.___....__.......____,_. _,_.._..._.__. _____....__ 824 --20 0 20 R/W R/W j 19+00 i —PAVED SHOULDER j COLD MILL! j 832 ;_-... ._________�__,__- 1. _.�___.. ______u,_v.___._;__.___w_.._.w.___.._..__..__._.__.____ ....._____.._.__m_.2�_.._..._._Y.._.__.....___..,__._.._..._.__...w_ -,__,.____ ___.__,_.__ 832 I ! 6" ca w t ; COLD Oo , 1 00 i OMo /W = R R/W i , 3 --2 0 20 ix 17+00 _ { AVER SHOULDER c� 4' , ca 824 _,___.....__..___...-S__-_ % _. _._..._.....,...,__,._- _.. _.__.._._. ._. 3 _._._,., __ _____________._ __. 824 Aco C R/W R/W i i , , Cw{ 00 , , 1 , AVSD SHOULDER 824 ------------- . m_.._____.__._._.._,_........... ... _ .._. ..__._,_..___,_..w. ._.._._..-. __ _._._.__ --20 0 20 40 �,;.�,..�.,,-,.,r ,_ _..._._. _._. __ ; 824 EX. AC DIKE TO REMAIN w 6" 21 +50 j I 832 832 r.- __.__..__ ._m__M...._m____.�_ M__..__,..__..___._._._-_._.____.-._.__ �_..-__.___._. ___ ; i C0 t- 04 04 - • .Q MILLI m _._.._ 00 P ._ --20 0 20 _ 2 t DRIVEWAY CD ! n i 2 0wt+ -- SLOPE 12q MAX. 0 0 C\j CC) 0,0 Mio to tl66 00 100 � .828 .__.._______.____._.._._._._...__....2 .,_.___.,_.._.,__._._.._.._..� ®, 2® _ _. _ � _.,_ 828 17+50 -CDC Q H REVISIONS Cf)�' C) `�' p�pFESS�pNq�, NO. BY DATE DESCRIPTION QCn T I A �. SYS y, F� SANTA CRUZ ROA® REHABILITATION PROJECT 11 CIVIL ENGINEERING LAND SURVEYING • PROJECT DEVELOPMENT vp 29743 SECTIONS i ' 725 Creston Rd. -- Suite BX�. 3�3�/° 16+00 TO 21 +50 IF I L E Paso Robles, CA 93446 DATE VERTICAL 1co " „ 2r (805) s� C/0- �P _ .-•ES co HORIZONTAL 1 1® ��� 31 �� �T� ,���� DATE E N J. YLV ER C.E. 29743 EXP. 3 31 07 DAT .-- � CAS -� (805) 927--8651 DESIGNED BY: DRAWN BY: CHECKED B JOB WMBER SCALE: SHEET: CD 0- MA BRF SJS 97165 AS NOTED 10 OF 14 NORTH COAST ENGINEERING INC. copyright D 2003 CP c� cry R/W R/W R/W R/W R/W R/W DRIVEWAY SLOPE = 2% wo mX 824 _.__ _-- --___ . _ .._._... .__.... .. _...___._ ._____ _,__ _m._ . . .-_.__-__.- _._._._,.. .--._------------ 824 W U- O �• 14'---- ---�.. 824 ------------------- _ _ _...__.-___. ____ ._-.__,. _.__.,..__, _ . __.-__._._._...._._...__. ______ _-___.._ -. ,. 824 ; r O) fi j , i — ei SEE PLAN (TYP.)----_---_ ® —20 N 0 20 Q W OCA 00 h..,__.!� 820 4_- __..______,._ ...__ ___,___._._.. __.___.. _._._-______._.__.___ __.._._------------ w..... ............. _.._..-_,..- ., _.,-._; 820 W 0 NEW STRUCTURAL PAVEMENT —20 No,: 20 W v w0 SECTION. SEE PLAN FOR °0 ao 2__.__..._.____._ ___._..-.___.__.}.._.._.....__ _._ .._____-,__._._.-.._.,_;......_.___.__...__..__.____,.___..__ _ ...____.._.__. __ .___.__;_.__.__,_.___ _._ _.__ ._. ___.___._._-.__..._..___.__..._-..,__. _.,._,_....___k__._-_._.__....___.. ��"� THICKNESS (TYP.) i 2" MIN AO OVERLAY (TYPI.) s 3 s ;� COLD 27+00 f 4, MILL t z 824 ~` - -_ 824 } 4" CLASS 2 AB �, I R/W R/W SHOULDER (TYP.) I O M N N ao 100 2:1 —20 0 20 40 R/W R/W MAX FG AT CL (TYP.) 824 _.,_ ____._._._.,.__.-_______.___. .m. ___. ._..__.___r.r_ I---._.__ _....__. 824 1 � � EG AT CL (TYP.) 22+00 i wo W _ -------------- w _r., __.,.___._-__ ___-_ -_-------,_ __ -_-- _ r-_ ___ 824 _.,...._..._........ _.___....__._._...._..._ 824 o —s j 1 / N '(0 , 4 , $ __ _._ .,___._. _._._..-__, ._________.__._._. _____,.__-.__..._______.____.._. ,__.....,... _____ -.,.__. .,__.__._...w.. .,._. _.. . ... ........... 820 20 00 =ao --20 0 20 R/W R/W _ -.-__._..__.___...__.....-...._.._______ ___._____ ___..._ ...... ...........__.,,.___.._ ____.__.__._ _.:_ __. ___._.___,_..-__._.,._ _- ,___..._.. ._._ ...._ DRIVEWAY SLOPE 5% R/W R/W —20 O0 20 27+5® Pei CV 0000 25+00 w � � Q w F i I I_. COLD j € { MILL I __. __.. i 824 824 4 5!0 1 1 } 8243� 824 �?%- R/W R/W r n _ -- 2% i I i _ —" ------� LU i # I -_- W i 00 i , w..._..._,......._m_ ___............ .._.__._.._.__.___.._. -----------. __ ..._.__. .__.._,,._..___..__..___.._,._.-., ., __.._____._.___,.- . .-.._.._._.,._ _.._ _ __ ._. .-__._.,.____ ..__ .._ _ _-_.__.L._- . .___.,_.__....__.,.._____ 1- 824 f - .w....._,,._._ _.. ...�., ................,..,.._..,._.... _. .....,...._. __,._...._.._ _.._....._.__._..__... .____....._.____. i ___.._ry_._.,.. _,._._._. __-__..__._ _._..__ ._ 824 —20 0 20 40 O L i N I + I CV N 20 20 22+50 -.--- —14' -------------- + 00 1 j --- DRIVEWAY SLOPE = 5% t 00 C-4 'N W :� 820 ' _.,,,,._......... .. .. ....... ._._,._._ _._,__..._.--------------._.___.. _.., .- ... ..___...__-._____...__._____..-_______ _.._________..._. _.__._---------,__ _.-__..._,._.,_.___ ..____ 820 --20 0 20 W R/W zo" 5+95 R/W R R/W R/W / R/W R/W 824w,.,,,__,..._.___..._._._____.. __.. _..._..____..._.. _. _-...__._.__,__,..._.__._.._ n..-. _ -._...__.,......_____.__..___.___.___m..____._-__.____. ___ . 824 24 14'— 14'--- �- -- -._..._.._.-.._.. t 2:1 k MAX ' i 11 t COLD � E `..-- � o a MILL _ _. -- Z�9�.— --- _ " 1�•3 i _._._ _,_� .__ ._.. __ ._.__ { 4—+ —20 MON 20 c� ti N N OC) 00 f Cu 824 82428+50 I co In -�-D 820 ! 4 ° �. ; _._.__.___ .._._____.___.._.._._._.._,....-_..._..-.,._____. . _...;_... _.___._.._,.. . __.- .__,.-_..,_..N. ..._.._____________._____ _j__..__....__.__ _----- _____-_ -- ._.__.____._.___. 820 00 °° 20 ,o 0 I I CD i 3 N I 00 —20 0 20 40 26+50 CD CJ 23+00 -------- REVISIONS NO. BY DATE DESCRIPTION Com" I T"Y" 0 F ATA%00'h E RO ESS/pNq INCCn 7-1 < NOR PH COA S T ENGINEERING 5yl�, l� SANTA CRUZ ROACH REHABILITATION PROJECT ff w CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT 29743 SECTIOAS 725 Creston Rd. -- Suite B * Exp. 3/31/07 * 22+00 TO 28+50 �- DATE Paso Robles, CA 93446 co VERTICAL 1" » _2' s� CIVl\- �\�P -7 Z -tea i HORIZONTAL 1 --- 10' (805) 239-3127 q�O- CAt.Y.��O�`\� DATE TEVEN J. SYE ER .C.E. 29743 EXP. 3 31 07 DATE CD CD (805) 927-8651 DESIGNED BY: DRAWN BY: CHECKED B JOB WOMBER SCALE: SHEET: Cr MA BRF SJS 97165 AS NOT 11 OF 14 NORTH COAST ENGINEERING INC. copyright D 2003 Cn r--) U) r-- AC OVERLAY REUSE EXISTING VALVE BOX AND COVER R/w R/w VARIES ---- B' CONST CLASS A CONC COLLAR SEE PLA.' 1 a—2" - SAW CUT EXIST AC 2" g ,;h f, f I 2" AC OVERLAY 4' U.O.N. 0 ,,°._n� STRUCTURAL PAVEMENT " =P, p _o A�I_k ,a a \ - PLACE LEVELING COURSE 1 MIN. AC COLD MILL ,� �� :�. \\ PA otif =oxi �4.. SECTION VARIES -- j,/ ADJUSTMENT OF SANITARY ESEWER E VARIES VAR1E-S THIS DETAIL SHALL BE R/w SEE NOTE R/w . CLEAN--OUTS AND SURVEY MONUMENT VARIES WELLS. _ - . _. _... _ COLMILL AT LCA I N RE/-XL __._. ._ _ ��,Y�_` 4" AGGREGATE BASE SEE PLA 1 EXIST AC PLACE PAVEMENT REINFORCING FABRIC SHOULDER (TYP.) NTS EXTEND EXISTING PER SPECIFICATIONS RISER AS REQUIRED PLACE 6" AC —-- DEEP LIFT CONSTRUCT COMPACT UPPER 12" I NEW SECTION 4' U.O.N.' _r OF SUBGRADE TO 95% 6" AC DIKE EG SPLICE AND EXTEND TYP. �. LOCATOR WIRE (TYP.) M � AS REQUIRED y\/� VARIES VARIES PAVEMENT OVERL/_% AC OVERLAY REUSE EXIST VALVE 0 r ) BOX AND COVER NTS il f ' ' COMPACT UPPER 12" f Rr OF SUBGRADE TO 95% (TYP.) T f STRUCTURAL PAVEMENT SECTION VARIES -- 2 RA SEE NOTE R/w UNLESS OTHERWISE NOTED: 2" MIN. AC COLD MILL � ; v ° ' —VARIES ANY NEW STRUCTURAL PAVEMENT SECTIONS S4 -1 EE PLA FROM STA 5+00 TO STA 15+23 SHALL BE 3" AC OVER 10.5" AB CLASS II. ` FROM STA 15+23 TO END OF PROJECT SECTION SHALL BE 3" AC OVER 8.5" AB CLASS II. a 4 COLO MILL DETAIL ` I TYPICAL NEW PAVEMENT SECTION NTS a ` REMOVE EXIST. AC 4' U.O.N. A a & BASE. CONSTRUC ` y NTS NEW SECTION � 2"� Mq CEG VARIES VARIES =1 It i i r-- i i� I i I=1 i, 4" AGGREGATE BASE WATER ALV SHOULDER (TYP.) SAWCUT EX. PAVEMENT-- NTS COMPACT UPPER 12" OF SUBGRADE TO 95% (TYP.) 11' 1 UNLESS OTHERWISE NOTED: ANY NEW STRUCTURAL PAVEMENT SECTIONS — FROM STA 5+00 TO STA 15+23 SHALL BE 3" AC OVER 10.5" AB CLASS 11. FROM STA 15+23 TO END OF PROJECT SECTION SHALL BE 3" AC OVER 8.5" AB CLASS II. REMOVE AND RECONSTRUCT EXISTING AC PAVEMENT AND AC DIKE 5 3 /-C-,\ 4 9 TYPICAL PREMOVALR"ECOIN'STRUCTION SAWCUT I NTS NTS _ _ _ _ _ _ _ _ _ _ _ J ! ' 6 - - - - - - - - - - - - 12" MIN. SAND COVER 2 SPLICE 1 :.:.:•r•?'; :•\�j/\\//\�/ 12" GRAVEL BASE _r} 6" MIN SAND BASE REUSE EXIST \; OFFSET FIRE HYDRANT SEE PLAN (2) 2-1/2" PORTS (1) 4-1/2" r CONSTRUCTION NOTES: PORT ' 1 CORP STOP (SALVAGE EXISTING) x REPLACE ENTIRE LENGTH OF EXISTING SERVICE PIPE PER ATASCADERO MUTUAL WATER COMPANY WATER R w R w o �1 SERVICE CONNECTIONS' STANDARDS AND DETAILS / i M 2 ANGLEf STOP (SALVAGE EXISTING) VARIES SEE PLA CUSTOMER VALVE (SALVAGE EXISTING) INSTALL 6" FLG. DUCTILE FG a5 METER BOX (SALVAGE EXISTING) I I IRON BARREL EXTENSION 3" AC SPLICE AND EXTEND O ADAPTER -•- (SALVAGE EXISTING) i LOCATOR WIRE TAPED #12 AWG LOCATOR WIRE <TO PIPE (AWG 12) ADJUST LENGTH OF TRACER WIRE AS REQUIRED TO ANGLE STOPCEG - - - - __�_... rv___----__._. 4.4.sa \/� VARIES VARIES o-.._ 8 METER (SALVAGE EXISTING) � 0900 PVC « £ / " o o � o o CPP ADAPTER ''•'"` ' CUSTOMER PIPE - ADJUST LENGTH AS NECESSARY TO ACCOMODATE 12 CLASS II AB MINIMUM -� EXISTING FIREW� SEE NOTE 5 •�:� i •� f METER BOX RELOCATIONS WHERE SHOWN ON THE PLANS � Cho o � �' �' � o o �b c��' SERVICE PIPE 2--= 6" 0900 PVC EXTENSION CQ CONSTRUCT THRUST BLOCK, WATER SERVIC'E A[m)"JUS"LTMENIT STALL MIRAFI 600X OR EQUIVALENT (MINIMUM 24" OVERLAP AT SEAMS) 13.0 S.F. MIN. OVER UNSTABLE STA"O'L SU 5 CQ NTS I L I ATI C:) 7 ci NOTE: NTS 1. CONTRACTOR SHALL FURNISH AND INSTALL BLUE 2—WAY REFLECTORIZED RAISED ROADWAY MARKER(S) AS DIRECTED BY THE ENGINEER AT EACH HYDRANT (HAWKINS -RAY-0—LITE V16C—DB" OR APPROVED EQUAL). CD 2. ALL EXPOSED NUT AND BOLTS WHICH ARE BURIED SHALL BE COVERED WITH 30 MIL. PLASTIC. 4. ALL THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL. ALL CONCRETE SHALL HAVE A MINIMUM 2500 PSI COMPRESSIVE STRENGTH IN 28 DAYS. REVISIONS CD 5 FURNISH AND INSTALL FITTING NECESSARY TO ADAPT EXISTING ITY" ATASCO"ArDER0 FIRE SERVICE PIPE TO 6 PVC PIPE O Q�� ss�QNgl ATE DESCRIPTION M= NOR nin' COA S TENGINEERININ ,���� �. s��� F� SANTA CRUZ ROAD REHABILITATION PROJECT � CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENTIRELOCATION 29743 DETAILSTYPICALSECTIONS NTS 725 Creston Rd. — Suite B * Exp. 3/31/07 i DATE Paso Robles, CA 9 (805) 239-3127 qT�` C'VI� pF��\P DATE EVEN J. SYLVE .E. 2974 EXP. 3L31 07_ DA® �' OF C � (805) 927-8651 DESIGNED BY: DRAWN BY: CHECKED BY: NU ER SCALE: SHEET: 0 MA BRF SJS 97165 1" = 20' 12 OF 14 NORTH COAST ENGINEERING INC. copyright D 2003 c� cn f REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS DESCRIPTIONS BY I DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3L1 O 92 DESCRIPTIONS BY DATE JAPPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3 10 92 1/2- R. A 6" 1-1/2- 1/2" -FILLER SION JOINT (rj TYPE GMP PIPE 1/2" RAD.---� 3/4" RAD. 2:1 2:1 2:1 INLET WITH SIDE 2:1 EXPANSION JOINT MAX. MAx. MAX OPENINGS PER 6" 48" GR * STATE STD. 'I`2" AC OV R MAX TYPE GMP PIPE �0 2" AC VER PLANS 6" AGG. BASE PAVEMENT INLET WITH SIDE 6" AG BASE DWG N0. D75 3" 5" 3" OPENING PER 95% COMPACTION 95� COMPACTION 16" I— STATE STD. "` z WIDTH TO I x THIS POINT DWG N0. D75 36" SIDE OPENINGS �`ll 10" �I " SDE OPENING � " `°i ¢ 6 } 2.1 .`� MIN. 12 LENGTH TAPERED METAL INLET CL �' ! ¢ TOP OF AC DIKE PER STATE STD. PLANS U_ 8.5' 8.5' > DWG. N0. D87-B �STRUOTURE -- w �`�•.. BACKFILL STRUCTl1RE' `' In SHOULDER Q �ACKEILC FLOWLINE PAVED GUTTER FLARE TYPE C A.C. I 12" AC PAVEMENT EP � 10' (MIN.) 3' 7 I- A.C. PAVEMENT r( PAVEMENT WIDTH MEASURED TO THIS POINT z w A 6" 11 1/2" 18" � I CL1 " < EXPANSION JOINTS 1 2 R D. 0. MALL BE PLACED 3" " 3/4" RAD. 1/4" i AT ENDS OF ALL 6 CURB RETURNS, AND 3"�_ � �� �� � ��"' TAPERED N 3" 1/2" RAD. WAY DEPRESSIONS. 6" 1-3/4" THE INTERVALS METAL BETWEEN EXPANSION INLET 1/2" 0 x 18" 14" --�— JOINTS SHALL VARY VARIES VARIES 2' *4' 2' , GREASED SMOOTH r, . TO ALLOW MATCHING 10' TO 16' 4' TO 6' VARIES 10 TO 16 4.63 DOWEL OR 4 OF ANTS ADJACENT REBAR W/SLEEVE <` •! a :•q EXISTING IMPROVE- AC DIKE 3.1 3' ' 46 `�1 l P /� ' �'F STIkUCT�IRE MCKFILL. MENTS. __?� �� �� 1 p i AT ALL EXPANSION A ,• /. . ! 5� ,� //��/ 2-�° 'Fri . JOI TS AND CONSTRUCTION NJOINTS. TYP A 5% �•%/ MATCH D.I. SIDE 5% ti li OPENING WITH �� 6" CLASS II BASE TAPERED METAL 36" CMP DRAINAGE NOTE: IN SAG LOCATIONS, .._•---_" - - __-~- INLET INLET him USE GRATED DRAINAGE _--__- _ -� DRAINAGE MINLET ---CULVERT-_-_--f� _ I " " " " . ' INLET. - r CONCRETE BASE . ;. `:' : 1) TYPE A AND C CURB TO BE CLASS B P.C.C. �_„ C��.,���� �=__�-�• ' '•-� 2 DIKE TO BE TYPE `B' A.C. CULVERT .�.�,.•.�'-"CONCRETE BASE 3 STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS. CURING METHOD - "— SECTION A—A CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO SECTION — NOTE: THE PROVISIONS OF SECTION 90-7 OF THE STATE STANDARD SPECIFICATIONS. L SAG LOCATIONS USE 10' CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. LENGTH OF GUTTER FLARE ON BOTH SIDES AND GRATED DRAINAGE INLET. 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.L.W. ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY: DESIGNED BY: DESIGNED BY: S.J.S. S.J.S. S.J.S. D TE: 41 DATE: RURAL DRAINAGE INLET 504 DAT : RURAL DRAINAGE INLET 503 FILE?NAME: CURBS FILE NAME: ROADS WITHOUTA.C. DIKE *<A q c c 02 27 s2 AT418.DWG AT504.DWG `iV'��Ir IG®� AT503DWG ROADS V�ITI"I A�: DIKE *(MODIFIED 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 NOTE: 1. PRECAST PIPE, ADJUSTING RINGS AND TAPERED SECTIONS SHALL BE CONSTRUCTED �/ NOTE: REINFORCING STEEL SHALL BEt4 BARS AT 18" O.C. IN ACCORDANCE WITH STATE STANDARDS FOR CLASS 2 REINFORCED CONCRETE. 12 1/2 " PLACED 1-1/2" CLEAR TO INSIDE OF BOX UNLESS OTHERWISE 6' TO CL-----w- 4'--- == 2' 4' 2' 822.40 RIM 1-1 2 BATTER NOTED. BASIN FLOORS SHALL HAVE WOOD FLOAT FINISH 2. ALL JOINTS BETWEEN PRECAST SECTIONS SHALL BE MORTARED. AND A MINIMUM SLOPE OF 4:1 FROM ALL DIRECTIONS TOWARDS GRADE TO DAYLIGHT OUTLET PIPE.. USE CLASS "A" P.C.C. FACE ANGLE TO EXTEND 3. INTERIOR OF THE MANHOLE SHALL HAVE A SMOOTH TROWELED SURFACE. .: SAME SLOPE FULL WIDTH OF BOX.. 2% fi90 6 CURB AS GUTTER 4. MANHOLE COVER SHALL HAVE THE WORDS "STORM SEWER" MOLDED INTO THE COVER. HEIGHT ----� 2 2-1 MANHOLE FRAME AND COVER - PINKERTON A - 640 Ile 1/4 ' \\ CONCRETE COLLAR - CLASS "A" P.C.C. '� `~ 3" MIN 6 SACK - 3000 P.S.I. --- Q 1/2" x 6" H A A 36" CPP SD 36" CPP SD NO. 4 REBAR ALL SIDES ANCHORS 2' 11-3/8 --- x ••� 821. FL D. ty 3" MIN �---- 6" MIN. ___�,.. * �" beeIL 11 24" ADJUS71NG RINGS AS REQ'D. o t SECTION TI NTS PRECAST TAPERED CONE OR t 2-8" t CURB SCORING LINE FLAT COVER MANHOLE REDUCING SECTION. SECTION A—A PLAN m PROVIDE KEYED BASE FOR ,-- H._..,,---�- PRECAST RISER SECTION. 8'--0" OR LESS 6" 1/4 20+22-17 94a-4i' LT 1 4" RADIUS 9" 20+12.19 2to•C3' LT 8'-1" TO 20s'-V$. 8" / 1/4" RADIUS ,�� q• HEIGHT TABLE ANGLE r/ SG2-1/2" x 2-1/2" x 1/4" 2 z 1/4 TYP MATCH ? , " CURB FACE -1/2- ® 18" O.C. 2 48 'e • 2 1/4 5-1/2- LEVEL ;: \\ END OF PIPE TO BE INSTALLED n FACE ANGLE ANCHOR ¢ FLUSH WITH INSIDE OF MANHOLE. NOTE: FRAME SHALL 11 NOTE:GRATES TO BE BICYLCE PROOF BE DIPPED OR u " " PER STATE STD. PLAN D77-B A.C. UR BERM 8" X 36" SIDE OPENING TO EAST > — — — — — — — -- -- — - PAINTED IN DETAIL B ONLY SMALL PIPE INLET COMMERCIAL QUALITY ASPHALTUM PAINT. " CONC. CURB 3 1/2"x 1/2" DROP SLOPE2" 20+O9.9 14.q 2' LT DETAIL "B"�,j- 3" MIN. d Z O 11 1/2-J 11 20+22.V(o 14.92 LT " v FOR USE WITH " ._ ni 8 " 24 WIDE GRATE 29-2" (24 -- 1 -11 5/8 ) cr o NO. 4 REBA FLOW LINE MATCH FLOOR TO 2°_Q" 0 EXPANSION 3' MIN. CITY OF OINT 'I'ViOD" IF 12" O.C. EACH WAY FLOW LINE OF LARGE INLET PIPE L4"x3"x1/2" 11 JWING TRANSITION PLAN I D ATAS. DWG 504 INLET POURED-IN-PLACE CLASS A CONCRETE BASE. Y Y `= 5 A �' NOTE: PIPES THAT ARE UNABLE TO ATTAIN 3" MIN. NTS I 3'- 5 3/8" I CLEARANCE FROM INSIDE BOX WALLS WILL REQUIRE C f TYPICAL FRAME d A DESIGN APPROVED BY THE CITY ENGINEER. DRAWN BY: DRAWN BY CITY OF ATASCADERO R.A.L. CITY OF ATASCADERO R.A.L. ENGINEERING DEPARTMENT DRAWING NO. ENGINEERING DEPARTMENT DRAWING NO. DESIGNED NED BY: DESIGNED BY: S.J.S. 2 27 s2 STORM DRAIN MANHOLE 501 027�7/s2 STORM DRAIN INLET 502. FILE NAME: F11L NAME: c AT501.DWG AT502.DWG rI w N tJ ttREVISIONS J CITY 0m% F NO. BY DATE DESCRIPTION - 0 a Essi�,�q� 7:11 N in<1 OR" A T I NC. ,��`�� �. SY S, F , SANTA CRUZ ROAD REHABILITATION PROJECT CIVIL ENGINEERING • LAND SURVEYING ® PROJECT DEVELOPMENT H 29743 IT STANDAR DRAWINGS 725 Creston Rd. — Suite B * Exp. 3/31/07 LO Paso Robles, CA 93446 DATE s�-9 CIV1� \P "? �, (805) 239 3127 OF CAt��F�� DATE N J. SYLV R C.E. 29743 EXP. 3 31 - DATE --D (805) 927--8651 DESIGNED BY: DRAWN BY: CHECKED B JOB BER SCALE: SHEET: M MA BRF SJS 97165 AS SHOWN 13 of 14 NORTH COAST ENGINEERING INC. copyright (D 2003 rn cn Z 0 d g � '31.v FG x O ---_. __.._..._._.____.__ .____._.. ___.__ ._._.____.._._._...__....__.__.__.._.___.- ..._....__._____._._.._....._.._....m_._.............._.______ _...._.._..w....-,_._.__._ ._..... ..._._.,.___..__ .._ _..._.___ ._._.. ....._ _... ........ ..._._.._._...__..... __...__..._..._..._..._______-__.__.,_....._._._-_.____.___..__.._.. __.__-.______._..._._._.-__..._____._.._.._..._,._..._...___..._,.___. _.._._.._.__. __. ..-_.__.__.___.....,.__._.._.____. _._ . _ . _ C,4 rd _ _ - _ _ - _ _ _ _ - _ - _ -- - - - - - - --_ _ _ _ 0000 dw �! — _ - - - -- -- - - - -- � __ __ _ __-- _- --- - _ _ - -- _ - - - - -- - - - - - - - - - _ �-- _-_-- _ _____- _ _ _ - - - - - - - - — � i 3 f D EG AT SD1 PROVIDE 6 MIN CLEARANCE '.: o 820 -_.-_�__-__.____-.-..__._____.____._.._..._.___.___....._..___.._...___._._�_....___.M._ _.�__._,_.,__� _..._�_._._..�._�. _ _. _ _. ,. -- -- . ;_ - - 820 v r 1 ` `• to 100YR HGL '- C�00 36" CPP SD j --0.50% -. ._ 36" CPP SD 0 --0.50q O } 0 �8 00 Z4 r,, to to �pOo V!MJ00W 650 r f � r i e� Op N 810 �ti��- h-�� { -;_ _�. v v ; 810 0 �' �" "� TYPE B ROCK SLOPE `v ZZ +'Z "`�_ — PROTECTION FABRIC / T EV 805.00 1+00 2+00 3+00 4+00 5+00 6+00 P R(ID P F I L E VERTICAL 1" = 4' HORIZONTAL. 1" -- 20' VARIEs 6" INSTALL ROCK SLOPE PROTECTION FABRIC (RSP) (TYPE B) PER NOTES CALTRANS SPECS. r� NOTE: CONTRACTOR Toy NA vRESTORE A !13%E C T I N 1. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES WHERE SHOWN ON THE PLANS NTS ARE BASED ON AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR SHALL C0N®SONSTALTIFOLLOWING SD I®N ON FOLLOWING HAND EXPOSE UTILITIES AT LEAST 100 FEET AHEAD OF CONSTRUCTION IN ORDER TO VERIFY LOCATION AND DEPTH. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR PROTECTING SAME DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. ANY DEVIATIONS FROM THE PLAN LOCATION OF EXISTING FACILITIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER SO THE APPROPRIATE REVISIONS MAY BE MADE. SANTA CRUZ ROAD s ,. C'�` + � PROPOSED 20' SD EASEMENT �4-J."', ^ f - SD SD CALTRANS FACING PLACE 18" MIN THICK SD 2+00 SD SpCLASS ROCK 3+00 SD ' � ..,` --- --~- SD SD SLOPE PROTECTION ---- ,� 4+00 SD � � �� a ;__t ,tt,^^ 6+00 0 20 -- . JT ^ 1-7-11-1 5s" r 1 r-4 r 20 7 G7 t f 'T_(t ( (F i r�r ti rj 14 1 j t ( 7 t 1 CAj - C\j ' it r' _.�n'f�"M 'b. tlj S%TOR'M DRAHN' P L AN SD1 Cm co REVISIONS N0. BY DATE DESCRIPTION CITY 00"'A Ff�v , AtS'C�ADERO Cn 1!�_ ENGINEERING ,�� �. SY��, �`�� SANTA CRUZ ROAD REHABILITATION PROJECT SCALE. 24 Ew w smffj� CIVIL ENGINEERING LAND SURVEYING PROJECT DEVELOPMENT 29743 STORM LJRAIN PLAN & PROFILE Exp. 3/31/07 725 Creston Rd. -- Suite B DATE Paso Robles, CA 93446 sT CIVIL �P —�� --a 805 — 2393127 �� -- GF DATE STEVEN J. SY TE .G,E. 29743 EXP. 3/31 07 PATE 805 927-8651 ��L,�Q DESIGNED BY: DRAWN BY: CHECKED JO NUMBER SCALE: SHEET: CD ,> > C MA BRF SJS 97165 1 = 20 14 of 14 NORTH COAST ENGINEERING INC. copyright p 2003 cn c�