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2002 - Santa Ysabel Avenue
BID8 N%ow 2002-001 FP 0 Fm Fm M. y �f 7`ak3ti • h . i ,FOUNIDEO { s SACRAMENTO oil I SAN FRANCISCOt , J' ,..,",. sem ,.n_ i. } ♦ f f , MONTEREY ` r ! r 't 1'? T is A TASCADER0 SAN LUIS OBISPO ,. • LOS ANGELES SAN DIEGO k N %J1 '0� AN C U OTY LUIS O � ISPOV a , LOCATION MAP VICINITY MAP a NO SCALE NO SCALE SYMBOLS LEGEND ABBREVIATIONS SHEET INDEX 1 1 t.(ii'-; EXISTING TELEPHONE MANHOLE AB AGGREGATE BASE AC ASPHALT CONCRETE17. DETAILS, PART IV i}stw4 EXISTING SANITARY ;EWER MANHOLE BCR BEGAN CURB RETURN 1. TITLE SHEETPREPAREOD" CONTROL 0 S MH EXISTING STORM DRAIN MANHOLE CL CENTERLINE 1 A. SANTA YSABEL AVENUE STA. 6+50f TO 10+50 18. DRIVEWAY CROSS SECTIONS STA. 11+57.16 TO 18+06.96, PART I M Di EXISTING STORM DRAIN INLET/CATCH BASIN CMP CORRUGATED METAL PIPE WEXISTING WATER METER CONC CONCRETE 2. SANTA YSABEL AVENUE STA. 10+50 TO 16+15 19. DRIVEWAY CROSS .SECTIONS STA. 21+26.66 TO 25+15.20, PART 11 ? � EXISTING,,,,,MAIL BOX CONST CONSTRUCT CPP CORRUGATED POLYETHYLENE PIPE ■® NORTH COAST ENGINE'E'RING INC. HORIZONTAL. 3. SANTA YSABEL AVENUE STA. 16+15 TO 22+75 C1 PCE EXISTING PG&E BOX DG DECOMPOSED GRANITE 725 Creston Rd Suite B, Paso Robe, 239-3127 BASIS OF BEARINGS FOR THESE PLANS IS THE 4. SANTA YSABEL AVENUE STA. 22+75 TO 27+50 0 TE EXISTING TELEPHONE PEDESTAL OR VAULT DI DRAIN INLET CENTERLINE OF SANTA YSABEL AVENUE BETWEEN FOUND MONUMENTS AT STATIONS 5. SANTA YSABEL AVENUE STA. 27+50 TO 33+00 :' -9 v v EXISTING WATER VALVE DWY DRIVEWAY ECR END CURB RETURN 11+55.57 AND 20+39.79 IE: N 35'51'54" W `--' lip EXISTING JOINT POLE EG EXISTING GRADE 6. SANTA YSABEL AVENUE STA. 33+00 TO 38+00 � 0 EXISTING TELEPHONE POLE EP EDGE OF PAVEMENT 7: SANTA YSABEL AVENUE STA. 38+20 TO 43+00 PP ES POWER POLE ES EXISTING SURFACE BENCHMARK Cu r EXISTING METER POLE EXIST EXISTING FINISH GRADE v�,�;-� BRASS CAP IN MONUMENT WELL AT 8. SANTA YSABEL AVENUE STA. 43+00 TO 46+20 C> STATION 20+39.79 � .,}� EXISTING GAS VALVE FL FLOWLINE ELEV = 892.47 9. SANTA YSABEL AVENUE CROSS SECTIONS STA. 11+50 TO 19+50 EXISTING GUY WIRE FS FINISHED SURFACE PROJECT MANAGERtii r GB GRADE BREAKQ ,( ESS11n 10. SANTA YSABEL AVENUE CROSS SECTIONS STA. 20+00 TO 25+00 EXISTING FIRE HYDRANT 4 ,����'' J. S}'(�, F�i�, 11. SANTA YSABEL AVENUE CROSS SECTIONS STA. 35+00 TO 46+50 y, R; GV GAS VALVE )0 EXISTING LIGHT POLE HP HINGE POINT F�S,� C:) INT INTERSECTION STEVEN J. SYL TERC'FCE 2.9743 EXP. 3/31/03 DATE , c; �`p "' --v— - - 12. NOEXISTING WATER LINE USE EXISTING GAS UNE INV INVERT 29743 MBGR METAL BEAM GUARD RAIL -r�_ -- -.- EXISTING TELEPHONE LINE ,a LT LEFT Exp. 3/3i/'Q3 13. NOT USED C„ -� ,-- -- EXISTING EDGE OF PAVEMENT NTS NOT TO SCALE OC ON CENTER �, C � PC POINT t CURVATURE P 14. DETAILS, PART I Y-1V1 ' - - EXISTING SIGN x'91' �� 15. DETAILS, PART II CU ,�Q x_____X___ EXISTINGr FENCE PIP PROTECT IN PLACE PT POINT OF TANGENCY 16. DETAILS, PART III RIGHT—OF—WAY ,a; PVMT PAVEMENT --- -- PROPERTY UNE R.O.E. RIGHT OF ENTRY ACCEPTED FOR CONSTRUCTION 5----- CONSTRUCT 2:1 SLOPE LION RSP ROCK SLOPE PROTECTION q � ,� REVISIONSCITY OF ATASCADERO m RT RIGHT etc, ,� ,�, NO. BY DATE DESCRIPTION CONSTRUCT PER DETAIL 16, SHEET 14 CO CL \L4jR/W RIGHT OF WAY - cm No.42350 rn T PAVEMENT -� 0 z � RA ING AIWTA YSABEL AVENUE REHABILITATION PROJECT as --- -- -- SAWCU STA STATION . �cx E THESE RECORD DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE TC TOP OF CURB STEVEN B. KAHN, RCE 4235®, EXP 3/31/04 DAT . , 6 b WITH SECTION 6735. OF THE PROFESSIONAL ENGINEER'S ACT. x x CONSTRUCT.FENCE { } TP TOP PAVEMENT CITY ENGINEER CNI1.. THE ENGINEER PREPARING THESE DRAWINGS DID NOT PROVIDE - - - - - - - -= EXISTING ac 'CURB TYP TYPICAL �C��,I ���. SUPERVISION OF CONSTRUCTION OF ENGINEERING STRUCTURES, AND V I D . I V 0� 2002--- 01 Cm EXISTING WALL UON UNLESS OTHERWISE NOTED ' THE INFORMATION SHOWN HEREON IS BASED ON INFORMATION DATE W VAR VARIABLE RECEIVED FROM THE PROJECT OWNER, CONTRACTOR AND PUBLIC _ ._ ._ y ._. _. _ _ _ EXISTING CURB & GUTTER WV WATER VALVE AGENCIES, AND IS NOT BASED UPON A FIELD VERIFICATION OR rn W/ WITH INVESTIGATION OF THE IMPROVEMENTS OR GRADES, UNLESS DA DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: -- W/o WITHOUT SPECIFICALLY AND/OR SEPARATELY DOCUMENTED. AD CAC I SJS 98226 AS NOTED 1 OF 19 oc WS WHITE STRIPE NORTH COAST ENGINEERING INC. copyright 0 2001 Li Lm REI NABILITATION PROJECT cn cn r s ,. , .. _ _.___._......-_..,_..,._..._...__..-__._.-. _._._.11.11___.-.___.._�,__-._- -,v_.___,.,-_,.-._�._._.-_--.-_-..-..._«__-_..-, _.._._.--,..._,.._.,_ _.._-..._.v,.,w-,._-_.,.,._...._.,....-._.,. .-,._-,-_•.,,._.... ....... . ._._.._..._1._1._1:,_1...-...1111.._,.__.._1 .111,-.......,._._�..-....-....._._.......__. ,. .._ . ,_...__..__. .-..__..... --- ,........,_...._.. .........., .,..... ..-1- .,. .,....._,. . _..•..._.._---....... _-.._ _.-11__11_ ,.__-1111.. _1._1.1.1.._. , , STRIPING NOTES _11.11 _�..__M_ _.' -._._.___..__._... _. _ ,_r-1111w..__. _._w_-._1111._..__. _..«.. ,- f.. y.. r . . s 0 PAINT 4" DOUBLE YELLOW CENTERLINE STRIPE PER DETAIL 3, SHEET 15 . . . .__ . 11 11. _...._ . .._.... _1.111..._ __. .. .- -... . ...-.,,.._ .._.-.. - _..... . ...... ____...__....,..._ _..._._-111.1 ___,...u....._._.-....T___,..._.__._----_._-_._,._,.. _,.__--_. _..__ ..__ __.__._,_.w , _..M.,..._..,........__1111... _1111.. _1111 ._.. ,..-. .... .................. ._-_.. .. ---- -.... ..,... ... $$6 ;_ _1.1.11._1.1.11._._ ___._.._.,..._.•_._....... ...-.---_._,.._._._.__ _,,.._..__«_.__,«__.._,_ _11__11.__.___.__....._......._._.�__1111. _ __ 1111.-1111.._1111.__.__1111_ _.._... ._... 886 " 111€1_ --__ _.;' 11;11 ,_�_ _1111 ...; E. 2 PAINT 4 WHITE LINE NO REFLECTORS .. ._.. .-.......,. ........_........,1111_.-`-"E 1111,._. 11_11•.1111_... «1111 1111.,._..1111. ... 1111 , 1111-,._.. -... 1111 ..1111,.,1111 1111 .... ._ .. _.. .. ... 1111 _,.,_ _` 1111 _1111 1111 111__1.. 1111._.-111_1_, _1111 1111.__,_1_1.11 1111.,. ,..._....._.., �.... ....._1111._._..._1111 11_11,...,.-... _.,,_..,_.._.,.,._._ ...,.,,,.» ,. ._ ._ ._.. .. ._ ... .. .. aE. .,....._..,._..n.___............•...:.............._,._......_.,._...._...,....,...._,,.._,..._..-.».............__.-..__.,..._.,--.¢_....,._._,...,.......___.._...-,..,.._.._.............,•..._1111.....11_11 1111_.._...._...,_......_.,_.. .,.,.... ........_............_.,,_,.--.__._._._"-_.....,......_--,......_,_._.._...........,_._........_-,....».....,._,_...-,_.._ .„- _.-.. 1111 1111... .. .. 1111._,._1111. ...11__11..1111_ .�.,, _i... ., 1111 i I { c i _ _ _..........._._1111. = PAINT PAVEMENT MARKING PER CALTRANS STD DWG A24D ._._....... ...............__...., ..___.._...__._... ..,...__..__............. __1111._.._ - __,.. ... .._.... ...... 1111... .-. . .._ .. _1111., _111.1. _ _ 3 884 _____..........__.,..._.•._...___n......__v__..-.___._._.___._.._.__._._.._.--,.._._._____.,..�_......_.._.....___.____..._...._____.._....,_.......--._._.�_...__....._...__.._.,_„___,...__ _.._._.__.................___..._.,_._.._.......___..,.____1.1.1.1_-____.__._...._..._-._. ._,�..__.__._._..,_�.___T..._.__..___»___._,..._.....- .._......._ _ $4 ; .._ � :8 i i .. , ; t _ ._ _._ ... --. y_.--.,.-_.....•-.-_.._._.-_..,'------._.._._._.-_,_� ,_,11 11 __.�......,...1111 ..- _.•.___.1_...111, _._......._,._,.._•.-__1,11__1_____1111.____. ..-_.................. ...... ._.«111.1 _1111.._ _111.1.._ _..........__.,_........__..._.....,_...._.._.._...,........_ 1111._ .._. w..,_. _..._�._......, ....._...,._......_...... _..,......... _1111' A �NT M K N R TRAM W A 4 ____.....____1.1____11.._-.____._._.__..� -_____��______ .._ __._._ ______.._»._«_____.._.._.___.__-.-___..__. .__._...__._._-____. 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P"� �^�^- .........1111.. 1111. i 11 11. 11 11... 11 11._... 1111, 1111..._1111 1111 _ _.t,� 1111 ._1111 1111 1111....__1111.. • 4 _t�- r�� s '- � EG AT CL w 1111 ...... ............_.. .. . ..,.... 1111 ._ _..... .. 1111.1111 1111_ 1111.._. __........ .. __....,,.,.,_ ....11..11.,-+.-,. ------..1111.... -__ R $$0 "F1'_--____ ta.. a . _._ ..._._._ _-'__�.__ .. _ � _ _,_ . __.,..-._,__-___.____.._....,,._._,__....w.__...1111_-.1111_. ___._..__._.___ ___._._______._____..__ .___._.._,_ .,_..._..._._._.___.._ ._..____..w 1111 _._n_}_ Q AISE MANHOLE PER DETAIL 26, SHEET 17 . __ - _ - W 4 ��.� __..__.._._ 1111._ 1111. 1111._.. _..........._.._. _ _...._ __...._.._..._._...1111...-1111-.. .__...--...g.-�.... _ .11 ...11 ..._-11.11 . ..- _1111 -.. -- . _.111 1 . 1111_. ......_ . .1 -1111 . . , .- . .. ._.. . . 4 _ , TRUCTI I�. �. , ADJUST WATER VALVE 80X PER DETAIL 2 SHEET 17 _ __ ___ 1111_ ...._ __ __............._.____..._.,. _.__....._...___--.1111... 1111-. _____.__..----___-_�._..__.___-_ 1111_.. ri__..____.. _ �__ _...._.. ..___..._.___._ ____.........._,.__.____ _ _ __. ._...-_._..___._....- _... ._..._.__ -_-._...,.__.___.._..._....__.._._..._._._.. .._.,._..-._ _ _ ___ _.__ ..._ _ . ,_, __...._ -_.- , _1111... _ 1111.__ ._ 1111.,. __ . - ._.-1111,_.._ 1111;;_, N GEGEN d 6 • 11.1.1•aQ ao 11.1.1 ao oc�oc� � , ► _ ., ,.�...-..__......_.. _ 1111_.. __.......,. . .....1111 ...,._.._.. ....._......_...... ._.._._. $7$ ___ _ __�..._,_ - 1_ --.-.�.,_,__ _._.___ ___-,_ , ^. ....___ __- _.__......_,.,____.._._._..- ATAS STD -__ 1111.__ .,�________„ ______._ Q CONSTRUCT MECXAN PER DETAIL i9 MEET 16 _--_..._... 1111 1111 1111.-_-__,-1.1...11_..._'----'-"'_•,_._- --_-_ __,--._,-,+",___.__.,.....__......_..-._1111.._.___._......,_._._.__ ...._.._..__�_. _ ._ • s _1_ 1111 _ - ._._____-.11��....,.._.._.____._,._......_......_..__.____,.__. w._.. .-.-,.._-.,....-.__-'----1111.-.--- •,-.....-.__...... . ..._.,..,..... 1111... . 1111. 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CONCRETE CURB AND GUTTER 418/SHT 14 - c� I 3.707 1111_ .1111..._ -.-.1,.1"--11..-_._.-1111 .-._._.....11.1,.-.11"..,..__,_.....------ --.,.1111.....- -_.,.-_.._.__.._.___.._,-1111_...,. _ _ REMOVE TREE _ $7fi -- _.�_"., -_ 1111_. _ 1111 _- ___...___. ____._..._.__-__._..._.� _.._.....,...,...._............... . �.__,_-___.__._.-____._ 1111_. - ___..__.__. o___.__..� �__._._. ____._.._,___._.._._._."_..______..__._ 1111.._--,-.1111.___ 1111..1111 1111 _ _ (79, 1 .-- r -._._�_ _y��{ . �._ _ _.111 . _,_ -. ..1111--,__.......-_._._..._- ,. 1111_. .1111._-:: 1111. _ _:: 1111_. ... ......... ... _..._.... ..._. ._. ...,_ .,.. .. ...-1111._-1111....._ CONCRETE S T DEWALK r.. 1111+- 1`� P i ��✓ - --.11..11..._.. .-. 11.11. 1111._.1111..,.1'.1 1111._.........._....,.-. .1_111....1..1 1111,_11 11_._.. - 1111.1111. 1111.,_ _.,_,_ 1111 49 T i SH 14 f _-,..____._.__ __ ._.-,.. .. ,. -- 11 11,....__.._.._ - _..,-._.._111-,.-..,__...._I— ..............._-111.1 M w 1111 _1111 . 1111 •1111 _-__....__.._..__...__._.__ _ ___._._,._ __._�_.... �_.__._... ._.:._..w_._. ___._...__,_.._. ..___..,....._....__.___.__. _._._.._____......__....._._.___,.__.._._.._._..,.._.._._._._.__...,_._._.-.-_____...__.._......._........_........._- 1111 1111... 1111. .. . _, 1111 _...._............._..:.. _�. -1111..1111.,1111 . _..__... 1111._._1111._.-...-._- ...__-11..11...-1111..__1,1.11.-1111,_.....-,. _1111... _ 1. 111_ ........_..._ .1111.11 .._.11.. _. 11 11-111.1. ... ....._-.,_-....,,.,..-.__,--,... ..._,........_.._..__-,...._____ ___,._,_,_.+.w._,-_.,.'______.,1_111_ OVE FENCE WITHIN CONSTRUCTION ZONE AND RECONSTRUCT AS �* S T DEWALK RAMP 420/SHT 14 DUCTED IN THE FIELD ' 8?4 __�.--_..._-.._-.--.----,._.- .,. .111.1_ - __._.... ..._._11111111 ._ . i,3;, ..__.--'----- ---- -r_� t �, �.,. _ _,_-._..-.._.,_ 1111 , __ ��_ i _ _._....,..._,__...___ ...__..._.._. 1111.11 1111._....._. _. 1111 1111... w._ _-1111.... ___......___.. ...._..... - l< , _). 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LK U NDERDRA N _1111.._1111.1111.1111.1111. __.___.._.-------.._..__..___....__..,_........__......._111.1-1111...-._,__.__,_._ _...__..-._..___. ___.__..-1111__ CONSTRUCT CtN ..ED PAVEMENT ER DETAIL. 18, $72 -1111 1111 1 11.1_.___.._...._._.___.,.._.__-1111..___.._...._...._..,.._._.w__ .--.1111 r_..__ ___...._.. ,_ ET i8 511 H 1 14 P SHE TYP _1111_ _�.__._._.... ..__. _. _.___.__w_...___ ..__..._.,,_... .._.,_._...____._.__._..,.... _.._......_.. _.�._ ..4.. _ .-M.._r - _._..___.___,__ 1111 _.._..;._ 1111 -• J ___._____:_..,_�_._...____..._-.___...._:...._.-_.......__.,..,.__,_,_..._.........._-,.111.1--..__._.._....-..,_........ _,_..._.__._______�___,....._. __rv.�...._ _...--._. ,-._.-................,_.-_..,..._.._.__,..._..........-_'--__.......... ._.........-._.._........,11..1,.1.-...,-,..1111.1..._-..._ ..._._...-__..__-.._.._.._,._-•.---__.-_._._..-.,._......_._........_._._.......__....._.,..._._.._... ..... _ w._..._._,_..,._..._-_...-----...__........_..,_._.,.._.....,..-_-.-.-..,._.__..-__...__..._..___....._.. __- REMOVE AND RECONST SIDEWALK 419/SHT 14 1 __ 1111,_..Y.,__... Q ADJUST WATER METER PER DETAIL 28, SHEET 17 I k. 111.1........_..,.1111_. .,._......._.....ti._._...._..._..._._....................._..........1111.....-_-.................._..,..__. 1111.,.....,._..111111111111.-.1111_....-.1111 1111... 11 11 1111.. 1111..._ 1111,..-.-,,1111.1111.1111+1111..1111.. 1111 _ •-. 1111. - •w1- ..,.w.. .-..._..:--,_-.-.r_--1111.._-,_,..,.._•rr...... 1111.....1111... 1111.._ t k _.11., 11.......11._.�:............__.__, ..._r:._._........,._._... .......,...._._._...-..._......_._.._ ._...._.1111., .-...._..,..__.-.,._........_..._.__..._...,... ._...._.,._.. ': -11 11 ..,...11._....._. ...-.'.......... ...._.,...... ..,...11.11....._ .,... . .11..11.. 1111,. , . _'..1} ,i STORM DRATN INLET 1111. 1111_-.......__.............. 1111.... __-..._,_._..__._.._.__.._.._1111_ _..... ... _........._...,w-. ONUMEN ER DETAIL 42 SHEET 14 AS 1111_ 1111. � _ _. _ _1111.. �'"'"""' STORM DRA T N MANHOLE 501 SHT 14 -----_'--------_+___....�__.__r__--.-- �' , $7O _....�....._._____.__.___._.__._.____..__..._w___._._.....,_..___.1111__,-.__.___._..._.__ __________...__._.__..___�...��._.._.,._._._.�:: ,__._.__,__._..m.�._._.____._..__.._».__.___.-.._____._"_.._..__.�_.,1111_._._.._ _..___._..._,..�.__.._____.____.�_.__...-_�._._._....._.___.____._,._.___..___,.,... __.._...,..�-,_„__._w 8Y E ___.___..___...1111._. 1111.-___.__..___..__. __.__.._.__...._,.....__.__.....__........_..__,-____...__.-......111.1..___.....____..._.._._. -. 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N. 427 HT 14 ........ .__._......_....__.1111+1111.-_-._..__..._w.....,..... _..__.._...._.'--_....-._.._.,._..�._.__._..._...._........_....,._.......___..__,..__-. ..._.. _._............._......._..._....-._.,.,..._,_-...._............._. ........ __.._. ....+......,__.... ._...,...__...__...._ ...._,. ._...........___. 1111 ._. � A ,� 1 _ . _......._......._.._,. ,_----_..__..____....................._.--__...__..._.._...,..._.- ._.,....__...,____._.._...,...........,..___._..__.I..._._.-.-____....._.._..-11._11.,-.____-,.-11.-1-_-.,___-....__.,_.__._.. TRUCT DOUBLE STORM DRAIN INLETS PER DETAIL 502, �� _ 1111 -- �- �• `" -• 1111 _ 1111_ ._ 1111 --" -- 24 NBN N IN $68 -- r PROVIDE G BE M ISCEL A ,, �; _�..+.__.,;,._.._,,.__.___..1111-.__r__.._.�_.._._,w,�.____. .:�....�-__,.._..._.._._......_....__.___.__............:_,_.._...._:�...__:._. .....-....._....-._,......__....... .....__....___..__. ._. . _.__�._.._..�.,...w.___..__._...____�..,...,_.._ .__.w.___._.._"___... E LETS AND GR T T • oU JOBN „- - _ _ _..1111_ ..._.._.-.1 111....._. .__..................__._.. _ _ _ � � -. _. ........_._..._._....._.__.......1111...-1111.»......._._._..___-_.1111 __w......._..----_......_...,..._.._..._....._.. 1111 _ . ASPHALT COI�RETE CONSTRUCTION ,. 1 _._._.__..._,._. -._-,-..-"".'...-_..-.. .-.11..11,.- 1111 _ ._ 1111 -......_._- 1111...-._...._.____.,..__. ..� " ; " I _ . _ ___.__.......- 1111..__._-- ___._.._.N_, _ _ - _._...._,, _ _ - 1111__ ____ ._ OF 6 CLEARANCE BETWEEN UTILITY LINE AND „ ;-_7 SE-�' _._.�. _..._.._.. AC R T.VEwAX---APP.ROACH,- .1.1.1.1- ..__42.4./_x_14. - 1 MAMBTAIN A MI 1111 ��W 6--_. __,_._-,.__...__._._.._,__. -_,____,___,_______.__._.._, 1111 _...._.__.._._1111. _,___._. ..__.__.....___...___..... 1 XI�� _._.__....._..._._.__......___.----.....,. ____..,__....__..._._.._._.____....-....._.-._._..._...._.....__........_._..._._ ___._-... .. ........_.__._..._.... ..___ _.-. _ -_ 1111 1111_ STORMORAIN PIPE S c 1111. r �, 1111 .�... 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I' 0 CURB TRANSITION PER DETAIL 7, SHEET 16 -� FG AT CL 11+01x1 12+00 13+00 EG AT CL FG AT CL 14+00 16+tom �t I, . 15+00 �' '�"� LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES WHERE SHOWN ON THE PLANS VERTICAL 1" = 4 ARE BASED ON AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR STRIPING NATES � SHALL HAND EXPOSE UTILITIES AHEAD OF CONSTRUCTION AND PRIOR TO MILLING HORIZONTAL 1" = 20' ev N �••� , OR SAWCUTTING STORM DRAIN TRENCH IN ORDER TO VERIFY LOCATION AND DEPTH. 1 PAINT 4 DOUBLE YE LLOW CENTERLINE STRIPE PER DETAIL 3, SHEET 15 i• � �- � CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE u.1 RESPONSIBILITY FOR LOCATING ALL UNDERGROUND UTILITIES AND OTHER,FACILITIES 2 PAINT 4 WHITE LINE NO RE CT i (�'_ AND FOR PROTECTING SAME DURING THE COURSE OF CONSTRUCTION. 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S►' ''ter a i S'.IS 7•tt•02 i STA"T"ION ��r, , ���W �3 SANTA YSABEL AVE RENASILITATION PROJECT �:" THESE DRAWINGS ARE BASED, IN PART, ON CiVtL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT : ` `� Kg5 ta'Z!o'03 REGpRQ pQaW1NCx I�tFp .'a INFORMATION PROVIDED 8Y OTHERS WITHOUT �_ '� 29743 � 0 1D, 2a, 4D, VERIFICATION. NORTH CtJAST ENGINEERING, jx! �� INC. ASSUMES NO RESPQNSI LITY FOR THE • �� Exp•3�31�03 "'�"' �� `••••� 725 Creston Rd. Sutte B �'� ctvt�. ���• STAS 1 50 TO 15+ 15 '� ACCURACY OR COMPLETENESS OF THIS �.*° `' ,: """""'� INFC)RMATlON. Paso Robles, CA 93446 'of r.�t;�� ` RATE . SCALE. 1 =20 805 239-3127 ,3-.s--c► :. t ) �z_. l BV J. 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LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES WHERE SHOWN ON THE PLANS N iw- REMOVES ^ - T-rte -� -- - - - -- --- i -- - -- --~ -- --~ - -- `- :w:�; REMOVE EXIST IDLE i EXIST 16 RCP •, ARE BASED ON AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR "'� EXISTING CURB c ��' + ,, Q� o� ,c.3 36" RCP STUB. SHALL HAND EXPOSE UTILITIES AHEAD OF CONSTRUCTION AND PRIOR TO MILLING >t� AND GUTTER R.O.E. I �� -b ; R.O.E. r'= � . , INSTALL NEW 36" " I 1 3 F:.. <:° OR SAWCUTTING STORM DRAIN TRENCH IN ORDER TO VERIFY LOCATION AND DEPTH, c" ��i .¢ i ` ��,`'' � ` I CPP AS SHOWN �_-) ' ;< ® CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE o �,._1, $ r _. t3 L� >' f, >`''` t RESPONSIBILITY FOR LOCATING ALL UNDERGROUND UTILITIES AND OTHER FACILITIES �'" > '' D' - .-> - - ' k' :: , 11'r1. < AND FOR PROTECTING SAME DURING THE COURSE OF CONSTRUCTION. 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I 1 RELOCATE MAILBOXES AS DIRECTED BY THE POSTMASTER AND THE CITY # -.._ _- .�_.__,--.___. _1.11__1-:,__.-__....____._,w`__"__,_.._.___,_.._.___,__...__,,,___...__,_.,,...__,__-_ __ -,___,-_---__w,_-,_.____._.,,,_..^__,-,_,.._....,_,_____,..._.t_„_.__,._._-___,-__.__._,__.___,__,._...._..__.-___-.-_.__,_-_..............____...._._.. _..-,.,..-..,._.�.-.___.,.._.,,,___--..._111.1_. _..111.1,__-.__,_,,,_,..-1111,_-_ __ ._�.___.w.__._ 1111.___,~___ _____.___w _.__.__.w.-1111 __._..,._...,_.., __..__..._...__.._„1111_. 1111.-_ _w 1111.. 1111.1111. - .._ ._____ 1111-__ ___„_.. __.�_._ 1111.._ 1111__ __.__,__ _.__. ...M...__,____.._,__.__.._„...__.m_.._.._____.._...,___.-__„1111. _._._..____ 1111 _...__.._. _.. ____.____.____.. , , �, r i # i i I ENGINEER AND PROVIDE 6 MINIMUM CLEARANCE FROM FACE OF CURB i 15 , _.....,_ -_._.-.._-_.,__..-_-........._...__._.__..._..•-...,...._..._,,._.,._-..----_1._,__.__.,1._11-_11 _.-_._- _..-..._._._......_._.__._.�,.._.____.,..___._..._-._.._._..__.-.._......._._...., ....._.._,..__....�_.__. _..__..........__..1111.-......_...,.__.........,. _.....................__,.„,_..__..__.•,_....1__w......._....•.._.._...._..-_..._a_._..,..___.., 1 •'"'� ._. _. ._._..__,..__,_..,.._.._,._......__._....._.._.._..__.,.._....__�.._.._...__...__.�____...�...._,_..____.............____._..._.._..,_._._...,..._...___,..._.__. �_.,.__.___._,_._.-.•.___.._,..-w........,._._...__.._._..,.,.._,.,.__.____..........__.,__..,.,.,-....._^_-x.,.._....,____.-..-__._...._._.__._.__,_,.^,.._.____._..._._.._.._.__._1111.-_.._._._._._..__...___.._ .,__..__,..__...._..._....,,_._._.._._..r._�...,..._.._.,...._,_._._._._._„.,,.___�1111. .i i 922 - _ ✓ __._____._. __. __. .._ _ _�__. . ._..-_.1111____a_ _,.__.... ... �� __ I i . - t __._...__._�. _._.__..._ I I i ; ` 1111..a_....._...._...,._,,._......__..,_.._-...._.......__......,....._........................................_....___,__.._.__ 2 CURB AND GUTTER MAY BE TAPERED 1 TO 10 WHERE SHOWN TO f .- _. ___,,._.- . _..,.._,.._-,.__...._-_--._.._.._..i-.-_..,-.^_-._..-..--,_.,.___,.,-_..-..._..._,._„.-_--'-.----__..,_._..,...__,___,-..,.___,.,._._._-,._..t--..._-_„.._.,.....__.,_.,-_•_-___-..._-_.__.,._,_..-__.._.._-"._.._,,.....-__...-..-M,_.,_._...-^.......,_.._...___...___.__.__,.._,__....._._._,._._.__.... " -1111. 1.1---, . ___-_,_.._._._,.,.__,._,-.__ww,.,..,�__--__.._.__.,_.., _. __.__..____._,__.._. __._,____„_..__._......r__._.......-._...-.._,..........._.__..._..... ......__,__._._.__._..._._..._.__...__._.._._.-.,..._..,_..,..__........._...._.._.__.._.._,._._._._....,...._..-__,. _.__.._...__......_._......_..__. _ _._-.n_. _._ . - i i ; ; ; i PROVIDE MINIMUM CLEARANCE OF 12 TO CURB FACE FOR UTILITY POLES 1111 _ __ ____. _.� ________. _._ 1111 _ ._ _1111_._-_,. ,.-_«-_-_.._-_„_„_.__._._._....M-____._,_...__ �..___.__ . 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N �i 40 RELOCATE WATER METER PER DETAIL 22, SHEET 17 . Nf (6 06 0) r1r) m rn rn m rn m `m7' a' rn rn rn rn Q RAISE MANHOLE PER DETAIL 26, SHEET 17 kV ADJUST WATER VALVE BOX PER DETAIL 29, SHEET 17 38+00 39+00 40+00 41+00 42+00 43+00 (7 CONSTRUCT MEDIAN PER DETAIL 19, SHEET 16 AC OVERLAY STA. 6+90t TO 11+11 PER DETAIL 12, SHEET 16 PROFILE (9 REMOVE TREE . VERTICAL 1" „ 4' , 10 REMOVE FENCE WITHIN CONSTRUCTION ZONE AND RECONSTRUCT AS HORIZONTAL 1 = 20 DIRECTED IN THE FIELD 11 CURB TRANSITION PER DETAIL 24, SHEET 17 (TYP) 12 CONSTRUCT COBBLED PAVEMENT PER DETAIL 18, SHEET 16 (TYP) 13 ADJUST WATER METER PER DETAIL 28, SHEET 17 14 RECONSTRUCT SURVEY MONUMENT PER DETAIL 426, SHEET 14 AS DIRECTED BY ENGINEER 15 CONSTRUCT DOUBLE STORM DRAIN INLETS PER DETAIL 502, SHEET 14. w w 1.1 PROVIDE 24" OPENING BETWEEN INLETS AND GROUT JOINT � EL UL CL \ w i5 � � a " �� �- ;� ¢ 16 MAINTAIN A MINIMUM OF 6 CLEARANCE BETWEEN UTILITY LINE AND � N %\ w w ", ? w o STORMDRAIN PIPE . 4J w ="t ago m W 17 RELOCATE FIRE HYDRANT PER DETAIL 23, SHEET 17 TO A NEW LOCATION ,,.--�,�� `1`1> . ` �. c:, a 00 • ., � o AS DIRECTED BY ENGINEER. SAWCUT & CONFORM I . -.- I < ' � C) a, ,) :�. rn } EXIST WALK TO NEW ., ,•_/ <"`fes i I {.,- `> >~ 8 ~ i SHEET 14 DG wALKwAY ,: i + ® 4„. '' �. + 18 ,� i ,.' + .� `i + AC DIKE PER DETAIL 418, SH ' . .�- \\\1 ( �_ '- r .(�i 1111* b 4 ,� F .-1 , ;' m �`;, to v- .tl Q CLASS 1 DELINEATORS TYPE F PER CALTRANS STD A73C `i 7 ,'-lJ rte' ; f < . 1 ( � ,1- : �'., ,"� � � `y`'r :,� REMOVE EIXST ," �; �0 CURB TRANSITION PER DETAIL 7, SHEET 16 AC �. 1. �� , ,; ) ,' ;,i ti I .� DIKE _.; fir' .. I I., y i -: R.O.E. J �J C� III, j \� w` � � , ✓ _� a WOOD RET G ;� �. t f .: : I. REMOVE EXIST •. p`� __., i , _�f '' ALL IN /w ,,,,t' RELOCATE EXIST _, ;� I ) . 1 '-�' ` -`` I ' I I �•:, 1 I _ _ Cj i 1 1 I IGN 9 _ �__..._.mw=mAPT. 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STORM DRAIN MANHOLE 501 SHT 14 I 7 1 - ---�, Q -�- STREET NAME AND STOP SIGN U. O. N... - F" C> I ' i �' J 1111. �; I f J , _ .. _. ,_ I y. „ a 1 .. �` I 11117� I _ �' ill- , s -� r MISCELLANEOUS ... J'\ ,\ I�\ � 1 � 427/SHT 14 I. CV j - j _.. , : �. '��, :, , APPROX. LIMIT OF APP ,� ��, a - 1 .`'1. 1� ., Now- U22M ASPHALT CONCRETE CONSTRUCTTON - y ;, r t, o LO n\ f7 S 11 r. TI i .Y i ,,%___111, `, f,... �� E ; t'' ? AC DRTVEWAY APPROACH 424/SHT 14 11 �I ' w 1, r 0 ._.. % 411 F, u � a � ' 92 \ ,, i .- (1,y:, -r f ! �) DECaMPOSED GRAN T TE YYALKWAY f � ` C x: , \` {Lr) "'� l •�. \1111".\ > !'. \�"r r. \ �../'y # 1. l w � 4l i'J Q' t4, } `�••t ,e`� yl I-- to {� �'o� �,,._)0. 1 til I I �;\�✓ % { � � �' 6 '> ODI r.'•�r .1 y,j 11� m: RECORU"�k DRAWINoqk 1 \�! _�a` 11 lr"'�y 'i •.'� +� y^y�,.•�• 1 \y�r�,^y j-Vit..-, ,'�_,_.•„ f ~-rr 1.1� 1 r/ ti •. r ,, ,r"'•,r.f •� > `"`,. J/ �~ . 'tit,.,.._' S• .., i,�� �, > 1 i t ,'r `� a THESE DRAWINGS ARE BASED, IN PART, ON � r J f/ y\.may\ r ,} ry O) �fC11 �- «� o I-N-FORMATION PROVIDED BY OTHERS WITHOUT , w N w VERIFICATION. NORTH COAST ENGINEERING, ' /,y, a. `� INC. ASSUMES NO RESPONSIBILITY FOR THE o -;t' ) Z ACCURACY OR COMPLETENESS OF THIS m N �,, INFORMATION. � m I 4-) SANTA EL AVENUE . I C:) _4 (=> 1 1 . . _ ___1 ����������������������������������������� � " ------------------- I +_ ������������������������� I CC) . I ���������������������i������������������������ r, . ...m REVISIONS I ____ �, r 1. . CITY CJS' ATASCADERO ,(P x NO. BY DATE DESCRIPTION N�s %h . °� 1. NCR TI N COAST� ENGINEERING INC. %1/ a. SYS � R ��s5 � �o� Ric ori© nsuawl N� INFO SANTA YSABEL AVE REHABILITATION PROJECT� 01;X, - -. f, �'. w �` f CIVIL ENG{NEERING • LAND SURVEYING • PROJECT DEVELOPMENT t `P C) i' 2a' 4a' 2��4 E_= . 0 0 STA. 38+00 TCS 43+00 Immmmm�I 1.....1..1.� 725 Creston Rd. - Suite B Exp. /��/03 * DACE Paso Robles, CA 93446 3-6 -4 ►2- 111.1. �S' � i� P SCALE: 1"=20' �,q IVI �ti r1rSTEVEN J. sYL R-F W.E. 2974 EXP. 3/31 03 DATE ��, o (805) 2 3 9-zJ 12 7 0F CA�`�Q� ATE Y* DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: _ (805) 92�--8651 DESIGNED BY: �, AD CAC SJS 98-�226 AS NOTED 7 of 19 cc NORTH COAST ENGINEERING INC. copyright CJc' 2002 M 0 M 16 r -:_5 1 I I _ _-_-_. ' . .._ _ w._.-._ _-_________-,._,.._,.wK._.,_-____-_. .. ___ ._._.._,,_._._-.1.111_. --111.1.-�..w___,.. _... .. 4 for STRIPING A ._...-.. .. «..._.._.._....... .+.,-_.....w..._._,._-.,.._.,......_..,..._._..,»..,.........__...,......«......«....,_..._..__-__....._-.._...._..._.............w..._....._.._....__..«....._.-...,..-»._..„...•._._..._._._-_.+.-_._....._._w...._...__..-.-.......r-.,...._.-.„..,..._....,.,_..-.--.,..n,.._...,..... ..-..,.......i._._....._....___,,.,«._...__...........»._,........_._..._,.._w_..,..,..,,..._._.-.«....,._.....-,._.,......._r.._.............,..« ...........-._...,......_.,.-.. .._..._.._...-._..,.........j 950 YYY III IYY�YYIYI�I IIIIY YYYYYWNIYYYI 95 PAINT 4 DOUBLE YELLOW CENTERLINE STRIPE PER DETAIL SHEET15 ....__. _ ._. 1 94$ PAINT 4" WHITE LINE, NO REFLECTORS .�._ 2 948 f 11.1 i i t _.___w..._.......,.__..._.... _.....___._._.,......_,.._...,.__.........». ,__... __ .._....._.._..___.............___.__.-..._...._._.__.._-_..._...___..._._._..___.._...._...._� .._...-...._............_..__....., _M,._..,..-_...r.___...,...._.__.._.__.,__.._... __._.r.______._._._._......___._.._ ,..._._.. _.........._,-......_._....,..__,...._-_'__...y 3 PAINT PAVEMENT MARKING PER CALTRANS STD DWG A24D r r 946 PAINT PAVEMENT MARKING PER CALTRANS STD DWG A24E 946 W PAINT 4 YELLOW LINE, STRIPES AS SHO E WN # �... _. .....»......_ ..-w...._ .« _...,..._.— 944 MARKER PER CALTRANS STD A2 , DETAIL 40A _._._� ....._.__ A ON REFLECTIVE 94x4 _.�.__..__.M__�.____.___........_......�.-...r.._...._.... �.__.,.._....� ._w.�w�_.._...rw__._._......__.__...�.__....____.._.__....__....._._.__....__..r.�.,..�...«__......._.__.�r........�.___.___.,w_.M........__...__..r._._...__..__..___.�.__. ._.._._,_..._.._..__»___..r.._....___r�._�.__._..»._.w_._.�_.._._._W_,_.�...._....._�_._..�...._,..__._._.�...____..n.._.......�___...._......_.___....n._._,...._ � INSTALL TYPE N _�.r�.___._._._..,.._n.__.-...._.._..�..._......_.._�_...._..___..._.____..._...__..__.. .�..__._.__...FG OF NEW PAVEMENT^TO_,__..-_.......__._ s .., ��. n__.._.____._�..__ __..._» .__-___._._....._.__._._..._..._..._r.___.. _.a.... ____.___...._____..r,....__ 942 942 __._.�_. _ , s .. � I ,_..._..,...,....«_,.--...,._.._......_.- r.....___.....w.....„r.. _._...«__�” .......--..,,ten.- »..._r,.»,._.__......,-__.._._,n.r........_....._...«--.r.._,,..-.-..,w..-,.__..«_....._._.- .w....«....,_.__..__--w,....-.««+.-...m-_.__,-.....-_...m...-.._.s........_..-.-........._-..rv.......................a.-.....«..,..,,.._..,..-_._.....v.__n-r-._................._-.._.._....»...+..._-..r...._..........»._.....,...._..«..._..-,................_..»n-..._..e_.-.-r. ..w.. . .._ --...yy.,,.,Y�S!.'. -�.. -" _...._.._....._...._ ...�_...__..._.. __. ,,..•............................__...,.,_....T . _...._,-_ .«..,, »...,..._.,.__-..__.... 940 r C a� RELOCATE MAILBOXES OXES AS DIRECTED BY THE POSTMASTER AND THE CITY ENGINEER AND PROVIDE 6" MINIMUM CLEARANCE FROM FACE OF CURB _�__.._....-__...------..__ _�_ ___ _.a..._____ .__.._�_____.______._ 938 938 t € _.....__._ ___,_.. _._..__........_.._......,,._..r_.._._, 10 WHERE SHOWN TO _ 2 CURB AND GUTTER MAY BE TAPERED 1 TO r� I $ r PROVIDE MINIMUM CLEARANCE OF 2 RB FACE FOR UTILITY POLES j 936 936 i UTILITY RELOCATION BY OTHERS i A k I � RELOCATE -(NATER METER PER DETAIL 22, SHEET 1? 934 934 M.._.», ... 17 __,......_»_.......... _._......._.......,.._._....__....,..,.._...».._.__ ..."_n. _...._.,.w....r,..._.,._ ..."._ .._._. .., RAISE MANHOLE PER DE AIL 2 , SHEET DA MY EIS V ADJUST WATER VALVE BOX PER DETAIL 29, SHEET 17 832.0 CONSTRUCT MEDIAN -PER DETAIL 19, SHEET 16 Lo <.6 06 AC OVERLAY STA. 6+90t TO 11+11 PER DETAIL 12, SHEET 16 rn rn rn REMOVE TREE 45+00 46+00 1p REMOVE FENCE WITHIN CONSTRUCTION ZONE AND RECONSTRUCT AS 44+00 DIRECTED IN THE FIELD 11 CURB TRANSITION PER DETAIL 24, SHEET 17 (TYP) PRO ILE! 'I, No VERTICAL 1 4' :.,, � ��,- ._--- 12 CONSTRUCT COBBLED PAVEMENT PER DETAIL 18, SHEET 16 (TYP) , = 20� ,�� HORIZONTAL 1 -�'� 13 ADJUST WATER METER PER DETAIL 28, SHEET 17 -77, r9 RECONSTRUCT SURVEY MONUMENT PER DETAIL 426, SHEET 14 AS DIRECTED BY ENGINE ER \, •� � <. ,�� Q� CONSTRUCT DOUBLE STORM DRAIN INLETS PER DETAIL 502, SHEET 14. 15 � `�� `, # PROVIDE 24" OPENING BETWEEN INLETS AND GROUT JOINT MAINTAIN A MINIMUM OF 6" CLEARANCE BETWEEN UTILITY LINE AND \ � � STORMDRAlN PIPE 0 �'F-� ti 0 ti ""� �, /0;h RELOCATE FIRE HYDRANT PER DETAIL 23, SHEET 17 TO A NEW LOCATION Y r� a Y ,�� , o a, AS DIRECTED BY ENGINEER, x �ivY I V7, jy} ��.,>,t 1 wv AC DIKE PER DETAIL 418, SHEET 14 � � �� ,r` yt '��'It '� ` ` �� � �a�:' � f ��y♦ � .. by 1 CLASS I DELINEATORS TYPE "F" PER CALTRANS STD A73C �._..46+00 `y q x"73.64 . 41�` 944.92 TB �0 CURB TRANSITION PER DETAIL 7, SHEET 16 SANTA . ABEL-AVE. 'X ".� <. w...�,.v•:- _ '`� -��= TCA— C DATA { ." '" w'w, L=32,92' f; O �- t- �• �,, ` 944.50 TB 944.28 TC J ' —•- ,� , , I INSTALL TYPE K--2 OBJECT t .,�, MARKER PER CALTRANS STD ' 944.79 T -- -X X X ., �- �_� x CONSTRUCT METAL BEAM GUARD RAIL t ,.� A23A PER CALTRANS STD. DWG A77A CONSTRUCTION L + -'" t ,\ �Yf NEW FENCE etc R/W LOCATION WITH h_»_._.. 4 4 \ .> 943.50 TB PER LATRANS PE C TERMINAL TDN DWG �B S ATAS STD. t� t J ' TC DATA SYMBOL INSTALL DWG. No. D=60'02 20 rte, �= : Y` t' `~ " ) =, ` CONCRETE CURB AND GUTTER / Yf 418 SHT 14 z L=31.4 10 1 u �, + N ° �. NEW NCE �� E fi 1 CONCRETE SIDEWALK 419/SHT 14 •. I ti Y, ,, �, LOCATION � .-�:,, F .,,� � ' ' t ,rS FEE C) "-�A I t.. +► { *: SIDEWALK RAMP 420fSHT 14 + , I i I � 342. �rt AT L,.5 P'T DETAILI w � I w 13 j i ----� _,z M. SCALE 1'" 20' ' "'"'""' '�"' CONCRETE RESIDENTIAL DRIVEWAY 423 f SNT 14 ham ., /�-�- �t .e ';�'�-- - , _ _._ _ 9 Q z' `, 944.54 TC c> µ' �� t SIDEWALK UNDERDRA I N W _ _ :x ._. _ _ w ._ w _ _. __ . __ _ .� �. 511 fSNT 14 _ _ _ r ! .... :�r tr.,.r •..,' ,. 'rJa° + ~'+�• •44 �•�• ` a \./ `�Yx'` SAWCUT & JOIN REMOVE AND RECONST SIDEWALK 419/SNT 14 .M _ 4 TC �"��,,,,. � ? r� EXIST AC PAVEMENT fs -1 j, tt R P �19i I 18 42.06 ` U - -�ar-r-~- STORM DRAIN INLET 502 HT 14 M _�, ..._.,�- - -.... fi € _ ,. �, STORM DRAIN MANHOLE 501 SHT 14 4 F, � 942.67 T __., X43.46 TO ., 1.< , y -•»- STREET NAME AND STOP SIGN U. O. N. 427 f SHT 14 REMQV 1 .64 44 OqG_ 45+qD RELOCATE 46+0 4 +73 APPROX. LIMIT OF MISCELLANEOUS _� �_ _ w w_�w ..�_.__w _._ _._ .__..,._ _.._ __ - NTi3 W • " .::w ASPHALT CONCRETE CONSTR CTION r, REMOVE EXISTING PAVEMENT" EXIST REM 4 \ AC DRIVEWAY APPROACH. 424 jSHT 14 ... _.____..__._.. . _-..__......._..�.. __...._._......_. __.__r_ .BOL JA bi 0(� W EDGE OF PAVEMENT NEW _ ry ~r � �� DECOMPOSED GRANITE WALKWAY z _t M • F Q � ',,,,_ ; w•....,�.n '' t 1 Y f'Y / .Mr.rr naYr/"'�j •+ewne�wrlYpY+Ynrr.*IY"+r ww.— F «....._.._. } _.»_,,,..._...,_1� .._.,..�__..._-... .._ _ "'_ _._.,.,,_..r...»_ r� `.%•," 1 DWkj ,. 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W_{1111,,.,_,._T. _.,-1_.11_"_1__. t ._--__.._,____,....___,.- 7 __.____ _.""""`�-��-..r-- _11,11,.,__- ,-_.__'-_.,�_. Q� �N NO BY DATE DESCRIPTION 1 ' I ICITY � ATASCADERO . � ' ; MI s _ ,,,, _I � I � qy F ! I ►, V^_IC' NOR1y CAST EN INE'ER1NG IN�. �, �. SYS >. 11 } PROFILE �, \ �� ,, SANTA YSABE�. AVE REHABILITATION PROJECT C) t I %: _ w ; i;0 � .� I . _ Iff CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT �_I\ �n f f I ;v� I VERTICAL 1 -- 2 Q 1-4:"' 'M�Ill HORIZONTAL 1" -- 10' 29743 , ; t rnscn iCROSSSECTIONS20o0 TO 26+50 f CTI $ ,1 f oU =Op . i , ... ................_w._...-,__-.,_.a 892 ' �. Ex 3/31/03 * 725 Creston Rd. -- Su Ite B p• -f✓' -20 0 ., 20 -_.«..�, ..r 1111. .wSATE cli Paso Robles, CA 93446 co 2Q+o0 805 239-3127 Xq CPVI �\� -S-40 . OF DATE 'STEVEN J. S R R.C.E• 29743 EXP. 3 31 03 DATE i (805) 927-8651 DESIGNED BY: DRAWN BY: CHECKED Jt� UMBER SCALE: SHEET: _ NORTH COAST ENGINEERING INC. copyright p 2002 AD CAC SJS 9$--22fi AS NOTED 10 OF 19 U) c� cn RIW RIW RIW RW 920 ;, .. 920 928 928 REMOVE EXIST REMOVE EXIST R K WALL r?a LANDSRCAPING IW s RIW DC --- (TYP) *1 � t , . . 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EXIST COBBLES •� -- _ — TO REMAIN � f EXIST GRAVITY DG WALKWAY ( s = ,y \ ' --``` EXIST E WALL -- : --., SIDEWALK s ` 7 t i i a DG WALKWAY SHOULDER aOD to In '•- T BACKING M SHOULDER �•,, rte,' \ REMOVE EXIST r� MBACKING t rnrnrno� i 9 8 ,_.�,v_..,_,._..__...___.___....__._r_._..._._____....__....____._.._,_..__.,__._.__.___--..__......�._.___..._�_-.____...._..___._.,__._._.._._._... ._ __ ....; ....._. _.__..__.. _ _.._.•._. ..____._�,,�,.�_.._..._ ._...._.._..__._�_ 928 9 �. �. . 932 936 .. ... . ...�. .. �-..._. . . _.,, ......_ ., ._� . , ,.. _, 936 2 j 32 ° ,AC--BIKE._.&-. —40 PAVEMENT --20 0 20 --40 —20 0 20 40 \, 42+50 44+00 i t : : Mi , 10) SITE SECTION 42+50 SITE SECTION 44+00 —40 —20 0 20 40 HORIZ 1"=10'/VERT 1"=2' 6 HORIZ 1"=10'/VERT 1"=2' 40+50 SITE SECTION 40+50 4 HORIZ 1"=10'/VERT 1"=2' a a, 116 , 2' 0 Cu MIN Cu AC DIKE PER ,,��`— FILL CONDITION DWGE 18, SHEET R14 DWG 418, SHEET 14 .. �. RIW RIW " 2:1 4 AC "`` � •. VARIES V 4• a DG WALKWAY �. _,._.._v......,.... 1 ASS 1I ..,._..__.__.,. .._......_w._m_. RECORD DRAWINU ._.�_.__._._._._.,._.,_......_.,_..,.._......._n....____._._._.._._�.,_....... ...__�....w._._.... .............._..._ ..,,._.__„_.... __.�......�.._._.�._......,._..._„ 3 /2 GL AGGREGATE BASE ON _1 ” THESE DRAWINGS ARE BASED, IN PART; 2 MIr INFORMATION PROVIDED BY OTHERS WITHOUT VERIFICATION, NORTH COAST ENGINEERING R INC. ASSUMES NO RESPONSIBILITY FOR THE C7 N N .. ACCURACY OR COMPLETENESS OF THIS t SECTION INFORMATION. Of t7f ° Y w 940 : __w..__.____._ .___.__....___._ �.__., ._.�.�......... .__.__. __ ....�_�__,.....�.....__... �. ._w_..,..w._ 2:0,....�_._ , ____.,._._._.._...._......_..__....... 940 �"CJLC�iERR�”.", _...�. ...__.._._...._...__.... NTS Cb —20 BACKING Q 45+50 t— LU SITE SECTION 45+50 REVISIONS Cz ca 7 "=1 ' R 1"� ' -- P CITY OF A Q HORIZ 1 0/VET 2 N0. BY DATE DESCRIPTION �QRc�ESS1oN�� lf^JM NORTH COAST ENGINEERING INC. ,����- s. SYj�, SANTA YSABEL AVE REHABILITATION PROJECT CU CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT w 29743 1" CROSS SECTIONS 725 Creston Rd. -R Suite * EX�. 3/31/03 * DATE Lo Faso Robles, CA 93446C\j 3-s—c► .. 805 239--3127 �`COF C��-���(� [7AT sTEVEIv J. SYL . C.E. 29743 EXP. 3 31 03 DAIS 8 0 c5) 927-8651 DESIGNED BY: DRAWN BY: CHECKED BY: MBER SCALE: SHEET: AD CAC SJS 98--226 AS NOTED 11 OF 19 NORTH COAST ENGINEERING INC. copyright pc 2002 cn r� vi REVISIONS APPROVALS 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 3L1 O 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26--92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 1/2* R. PROPERTY LIN_.II.I.E.T.�... __.. 6" 1-1/2* 1/2" FE`#XLPL R SION JOINT ` , 2% ..............,.. 1/2" RAD. 3/4" RAD. �`� MAX. R/W SIDEWALK, THICKNESS (T) SHALL " CPANSiQ„ ,QI„ IT A BE 4" AND SHALL HAVE A 1fi U.O.N. 6 12" WIDE BORDER WITH 1/4 LOT N 5' MIN. �, GROOVES APPDXIMATELY 3/4" O.C. SEE GROOVING 1/2"' EXPANSION j $ " PAVEMENT 3" 5» 3" 4'-6" MIN IP �'1;' DETAIL BELOW. THE RAMP SHALL JOINT 1- BE GROOVED IN A HERRINGBONE N w WIDTH TO 2� ix PATTERN APPROXIMATELY r''� x 1 CSM r L Mi Ate,44-T, CONCRETE THIS POINT f /2" O.C. I ( MAX �. 10* 1 6•y" _ k4: .;�,f; ;: _ ,' . :�' i :.;►;� ;z /[/ 1-1 m a R �+� N �6 36, IL ,f .:z'.;;; +i:`"'" ,;V'�'' �\`` '� A ( I AL M1N 12, to I z PA AMEN MAx 2 ' DIKE A.C. TYPE "B" • 2 I PPROA H A RON I T STRUCTURE . , U c„ BACKFILL STRUCTURE' . A I I z CLASS !I AGG. _-- • . '' .; • �ACKFILC. . .� R BASE. , 3' MIN 4' MIN. 12.59 MAX I I A 1 AT CURB 10' MAX % F-- _-.• r.:,:.. }.'...i. . ..'.. :vt.,,'..r.•:..: '�, PER TI V VIEW PAVEMENT WIDTH MEASURED TO 1S POINT z :'" :'' '' :`` " I " Q / _ / GUTTER FLOW UNE NO SCALE 6 •...x.1/2 1i�/" •1•�••. �i:•••i gin;.-i::e;,,;.j:'�''~"•'• GUTTER -- " a EXPANSION JOINTS 1 2 R D. a. SHALL BE PLACED 2 USE GROOVES ON SLOPING 12 4 MIN. PLAN 3" 3/4" RAD. " c,. AT 25' INTERVALS' PORTION OF RAMP WHEN 1 6" 1/4 AT ENDS OF ALL LOCATED IN CENTER OF MAX `�. 3" CURB RETURNS, AND CURB RETURNS VARIABLE •- EACH S� OF DRIVE- 2% N 3" ROUNDED - 10. - 1/2" RAD. WAY SONS. •- 6$10 1-3/4" THE INTERVALS _ - _ _ _ _ _ AMAX. KTWEEN EXPANSION _ _ 3' 1fi' U.O.N. 3' 1/2" 9 x 1$" 14" ----- SEE LIP s.33 T=4" 2" MIN. TYPE '"B" 12 RADIUS TOP OF CURB fi GREASED SMOOTH r, TO ALLOW MATCHING 1. SIDEWALKS SHALL BE CLASS B CONCRETE; A MINIMUM OF 4" THICK. DETAIL I SAX i' -- APPROACH APRON �, A.G. SURFACE SEE DWG. N0. 418 DOYIEL OR OF JOINTS ADJACENT PRESSED CUR 1 " R. I 291r FOR DIKE DETAILS -11, �' 4 EXISTING IMPROVE- 2.,_ STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4" IN DEPTH AND COMPACTED " REBAR W/;PEEVE : •S. 1 UP GUTTER FLOW UNE wr AT ALL EXPANSION 'rD A STRUCTtIRE 'BACKFILL. TO A MINIMUM OF 9OX MAXIMUM DENSITY SHALL BE PLACED UNDER THE ECTI ON A�A 1/2" EXPANSION JOINT ��-• •�• �� 1/2" EXPANSION JOINT + SIDEWALK WHEN THE SUBGRADE HAS AN R-VALUE OF LESS THAN 70. ELEVATION 1 I�l�1 " JOINTS AND 6 MIN. CLASS 11 AGG. BASE--' CONSTRUCTION JOINTS. � 3. 1/2- EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, DRIVEWAYS AND AT ALL INTERVALS NOT EXCEEDING 25'. 45' 1/2* x 18" SMOOTH, GREASED DOWELS 24" O.C. TO BE PLACED THROUGH THE EXPANSIVE JOINTS. 1/2* SAME AS SIDEWALK 6" 2% 1) TYPE "A" AND "C" CURB TO BE CLASS 'B' P.C.C. 4 WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1-1/4" IN DEPTH AT APPROX 3/4" ON BORDER; 1" LIP SECTION 2 DIKE TO BE TYPE "B' A.G INTERVALS NOT TO EXCEED 5'. i 1-1/2" ON SLOPING PORTION 13) STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS. LIP DETAIL OF THE RAMP :p.C°C. CLASS Q :.-:•:'•:•:•; ::'• CURING METHOD -- 5. SIDEWALK WIDTH IN COMMERCIAL AREAS TO BE DETERMINED BY THE ;:: ;.. .' Y ,A,.;._ ;•;:.,._ :;. ENGINEER. " 3 PAVING MAY BE REQUIRED BEYOND THE R W UNE IF NECESSARY TO CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO 1/4 6 * ,/ THE PROVISIONS OF SECTION 90-7 OF THE STATE STANDARD SPECIFICATIONS. / �� CONTROL SILTING OF THE GUTTER CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. 1/4» ffE n t SLOPE BACK OF GROOVING DETAIL -•CTION SIDEWALK TO GUTTER P.C. CONCRETE MAY BE USED AS AN ALTERNATIVE PER DRAWING NO. 423 DRAWN BY. CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DITAWN R.A.L. CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO 'A•L• ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. ESIGNED BY: 15ESIGNED Y: DESIGNED BY: . J.S. S.J.S. S.J.S. S.J.S. DESIGNED BY: Im- �" "" DRIVEWAY APPROACH S.J.S. DRIVEWAY APPROACH z 92 CURBS 41 �3 2DATE: 92 SIDEWALKS 41 2 27 92 SIDEWALK RAMP 420 2 27/92 423 424 ILE NAME: A • FILE NAME: WITH CONCRETE CURB 8c GUTTER FILE NAME: WITH AC DIKE AT418.D WG AT419.D WG AT420.D WG AT423.D WG AT424.D WG REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION N0. 26--92 3 10 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3 10 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26--•92 3/ _10/02 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 COVER LETTERED 2-1Z4 NOTE: 1. PRECAST PIPE, ADJUSTING RINGS AND TAPERED SECTIONS SHALL BE CONSTRUCTED 12 1/2-1 NOTE: REINFORCING STEEL SHALL BE #4 BARS AT 18" O.C. "MONUMENT" OR IN ACCORDANCE WITH STATE STANDARDS FOR CLASS 2 REINFORCED CONCRETE. » PLACED 1-•1 J2" CLEAR TO INSIDE OF BOX UNLESS OTHERWISE w " "SURVEY" BURNISH ENTIRE 1-1 2 BATTER NOTED. BASIN FLOORS SHALL HAVE WOOD FLOAT FINISH 1 12 TOP SURFACE " VARIES 2. ALL JOINTS BETWEEN PRECAST SECTIONS SHALL BE MORTARED. AND A MINIMUM SLOPE OF 4:1»FROM ALL DIRECTIONS TOWARDS �¢ 2 MIN " 1/8 t- OUTLET PIPE.. USE CLASS A P.C.C. FACE ANGLE TO EXTEND 3 MIN ALL " 3. 'INTERIOR OF THE MANHOLE SHALL HAVE A SMOOTH TROWELED SURFACE. » SAME SLOPE 4 i f 1 4 FULL WIDTH OF BOX.. w AROUND 1 8 6 HEIGHT/-, AS GUTTER ,,,,,,.• , " 4. MANHOLE COVER SHALL HAVE THE WORDS "STORM SEWER" MOLDED INTO THE COVER. _ -`' .091 a.. ca ' R (130TTOM '` I 2„ , t _1_ ,,,, , � .QOVNO SCALE i 'n 21 3» Q w 90' MAX ..►•'''"' ` " MANHOLE FRAME AND COVER - PINKERTON A - 640 10 60' , 133 COMMERCIAL RED `i, 2 - h :• ./' A BRASS CAST IN SAND. ,� " 1 .TAlL w it CONCRETE COLLAR -- CLASS "A" P.C.C. `' `� .: .'. 3" MIN ./ �,,..• �,,,. C SECTION C--C LEAVE ROUGH. � � 2 1/4- _ � 6 SACK -- 3000 P.S.I. 1/2" x 6„ -'�'» H A � v �,''"'• .,,,,'" �''�� NO. 4 REBAR ALL SIDES 4 ANCHORS _::',•:'. �+� ''"�� 2' 11-3/8 3 4" DIA. A 2 3 y� +� a A B A M!N 3" MIN ANCHOR OR "d 1 PIN, TVP. N 3" MIN 3 THREE 6" MIN. ;�}-�r:,., LACES. / 0 Q "' " 8,. 3„ 4» 24" ADJUSTING RINGS AS REQ'D t 5 j CAP TION ° ° � � �." _ T T .._. _.... T SIGN--TCS--SIGN 2 NOTE: _ ... B 1 SECTION B-- PRECAST TAPERED CONE OR t 2•...8" t CURB SCORING LINE 1. ENGINEER OR SURVEYOR SETTING THE MONUMENT SHALL FLAT COVER MANHOLE INDICATE EXACT POINT BY MARKING A CROSS ON THE CAP. REDUCING SECTION. SECTION A-A PLAN HE SHALL ALSO STAMP HIS LICENSE TYPE do NUMBER. " " 2. MONUMENT WELL TO BE BROOKS PRODUCTS No. 47T OR SIDEWALK WIDTH VARIES CLASS B EQUAL. CONCRETE I O METRIC :: PROVIDE KEYED BASE FOR „ H t„ 1/4 5 1 :. .; PRECAST RISER SECTION. - „ 8'-1" TO 20'`O� $'� 1/4" RADIUS 1/4" RADIUS 1/2" UP �.: . •+' � ASSET LY DETAIL ' LETTERS DEPRESSED Z HEIGHT TABLE ANGLE L2--1/2" x 2--1/2" x 1/4" 1/32" DEEP "U" CUT 1/4 MATCH 2" ? M t 6" AFTER BURNISHING. I, " 1 4 TYP. CURB FACE 5-1 D� p� 48 / 1/2- C� 18" O.C. NO SCALE LEVEL 6 ..- -�,-- - SECTION A--A CLASS N AGG. BASE 1. SIGN BLADES TO BE EXTRUDED ALUMINUM, FACE ANGLE ANCHOR 7" 1,3-3 4" 7" $D A 6063-T6 ALLOY, DEGREASED AND ETCHED an ' ' / \ END OF PIPE TO BE INSTALLED PAVEMENT ,`P k"� WITH GREEN SCOTCHLTE APPLIED T4 BOTH 7' MIN. A "� , / FLUSH WITH INSIDE OF MANHOLE. ;; 0 INLET SHALL BE PAVED SWALE, RECTANGULAR CONDUIT OR PIPE(S). NOTE: FRAME SHALL u NOTE:GRATES TO BE BICYLCE PROOF A.C. BERM IN MAX. INLET DIAM./HEIGHT SHALL BE CURB HEIGHT MINUS 3 INCHES. :...;.::,.;•;:.:. d SURFACES. SIDEWALK INSi1. 2" STD. a O��• __ __ _ _ __ - _ _ BE DIPPED OR „ » PER STATE STD. PLAN D77-B RURAL AREAS INLET CONDUITS LARGER THAN 3 DIAM. HEIGHT MUST BE REDUCED y -- - - - -- - -- _ --- - -� PAINTED IN DETAIL B ONLY iv -".._ .•±:• •°: :, 'i,' 2. POST-TO-SIGN BRAKET TO BE DIE--CAST, ERE REQUIRED) GALV. �Q� COMMERCIAL QUALITY WITH A MANIFOLD OR JUNCTION BOX. A JUNCTION BOX SHALL HAVE 7, ry~ `'' " 0 ALLOY WITH TWO ANGLED GUSSETS pt Q f SMALL PIPE INLET ASPHALTUM PAINT. ACCESS/CLEANOUT. INLET TYPE SHALL BE APPROVED BY THE CITY ' '' #•"ACH SIDE FOR STRENGTH. TO FIT 2-3/8" " DROP SLOPE 2 CONIC. CURB ENGINEER. ,� .' CONCRETE O.D. GALV. PIPE 2"I.D. . SIGN-TO-SIGN F �' �,. 3 1/2"x 1 2 3" MIN. 2(� UNDERDRAtN SHALL NOT BE CLOSER THAN 5 FEET TO A DRIVEWAY ( ) ,� \ .•-- DETAIL "B"'"�`. 10-1 4" DI " COLLAR BRACKET TO BE SIMILAR CONSTRUCTION ., 1 _ `� OR CURB RETURN. BRASS z WITH 90' AND 45' SEPARATION. 1/-2'x4* PIN :., .;�; - CAP °° DRY PACK- N S � © + n � ® RECTANGULAR CAST IRON PIPE ALHAMBRA A-470OR APPROVED V \/E. '� 3. CAPITAL LETTERS TO BE DIE--CUT SILVER CONCRETE , 1/2" � ,_ ,�. '� EQUAL. s cri s: O SCQTCHUTE, SERIES B. 8 " FOR USE WITH •;9,a• CAST IRON PIPE -- 3 MAX. DIAM. ($ CURB) - 4 MAX. DIAM. L0 30" N U M S. 8 2'-2" 244-W1DE11 5GRATE) � (8 CURB) GALVANIZED 4. SCREWS FOR SECURING BRACKETS TO BF ZINC t i5 REBAR AT 12 O.C. " __ PLATED HEX SOCKET HEAD SCREWS 1/4 x1/2 . NO 4 REBA FLOW UNE - MATCH FLOOR TO 20-00* o /EXPANSION 3' MIN. fi CONCRETE SHALL BE CLASS B 2 GALVANIZED CAP PLAN 12 O.C. EACH WAY FLOW UNE OF LARGE INLET PIPE „ 0 JOINT C> IRON PIPE FILLED �� L4 x3 x1/2 z » » � � .� WING TRANSITION PLAN 7 CHANNEL SLOPE SHALL BE NO LESS AN � AND SHALL BE WITH CONCRETE POURED-IN-PLACE CLASS A CONCRETE BASE. PARALLEL WITH SIDEWALK SURFACE. SECT ,N A » NOTE: PIPES THAT ARE UNABLE TO ATTAIN 3 MIN. a MULTIPLE DRAINS SHALL HAVE 6 MIN. CLEARANCE WITH NO SCALE 3'- 5 3T8" CLEARANCE FROM INSIDE BOX WALLS WILL REQUIRE MAX. OF 3 DRAINS PER 10 FEET OF SIDEWALK. DRAINS TYPICA FRAME A DESIGN APPROVED BY THE CITY ENGINEER. SHALL NOT EXTEND BEYOND CURB FACE INTO GUTTER. DRAWN BY DRAWN BY. DRAWN BY: DRAWN BY: DRAWN BY: CITY OF ATASCADERO � CITY OF ATASCADERO CITY OF ATASCADERO CITY OF ATASCADERO CITY OF ATASCADERO v, R.A.L. DRAWING NO. R.A.L. DRAWING NO. R.A.L. DRAWING NO. R.A.L. DRAWING NO. R.A.L. DRAWING NO. ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT DESIGNED BY: DESIGNED BY• • S.J.S. DESIGNED Y. DEsiON�o aY S.J.S. S.J.S. S. IGNED BY: S.J.S. S.J.S. 426 � �- 427 5'01 'A 27 DTE: SIDEWALK UNDERDRAIN z 27` 92 STANDARD STREET MONUMENT 2 27 92 STANDARD STREET SIGN 2 27 92 STORM DRAIN MANHOLE ' /92 STORM DRAIN INLET 502 2 27 92 51 1 .14 FELE NAME. FILE NAME: FILE NAME: WITH PIPES FILEAT502.DWG -� FILE DWG AT427.DWG AT501.DWG AT511.DWG cv REVISIONS N0. BY DATE DESCRIPTION CITY OF ATASCADERO CL �RCESSION�� ,, ,► ; T , �. NORTinuCOAST ENGINEERING INC. �``` �. SY4CD mKft EL^; Ud% R � SANTA YSASEL AVE REHABILITATION PROJECT c D W I N CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT C_ THESE DRAWINGS ARE BASED, IN PART, ON ca. E INFORMATION PROVIDED BY OTHERS WITHOUT 29743 DETAILS, C VERIFICATION. NORTH COAST ENGINEERING, FOR THE 725 Creston Rd. - Suite BX�` /3�f° * DATE INC. ASSUMES NO RESPONSIBILITY ACCURACY OR COMPLETENESS OF THIS Paso Robles, CA 93446 ICU co INFORMATION. (805) 239-3127 s�,� ciV�� ��� C ('�• STEVEN J. SYL S,.R .0-E. 29743 EXP. 3> 31 03 DATE (805) 27-$� � DESIGNED BY: DRAWN BY: CHECKED BY: JOB ` •FIBER SCALE: SHEET: AD CAC SJS 98--226 AS NOTED 14 of 19 NORTH COAST ENGINEERING INC. copyright Q 2002 U) c= cn t/! k � .. 89,56VC----------j------m- 40A/4 C' s { J: 41D►�/4 to ty EARTH 00 UNDISTURBED W �"Y ` 10' MI 10' MI04 , 3 y °'• 45' BEND WITH SD PIPE00 t d ? y�itt i / II _J z RETAINING MECHANICAL /• / c�• Go JOINTS AND THRUST ,- V H N M W N > BLOCK (TYP) r + M 00 W C79 N W i 3; F 0p 'F" II N EA flp i i t j W co W m00 Jr _.....�._.._.:,........ _......._..._ W 9OO ' __,..__. _._.....___.__.._..__. ,_. .____».. .__.� .. ,. _ »_.... _..,._.,._._....._._... _ _ r _ _ WATERLINE ..,__.�__.._____...._..,..____.____._�. � r�r r.�__ ,� -- ; � EXIST $� AC EXIST �" AC � c� -r WATERLINE 12 MIN r- W r 6 a EXISTING GRADE AT CURB s x r in NOTE; AGAINST UNDISTURBED EARTH r NEW $ PVC CLASS 150 BEARING AREA SHALL BE 'f 0900 WATERLINE ALL. BOLTS AND FITTINGS SHALL BE COVERED AND TAPED WITH PLASTIC WRAP, 30 MIL. t j TOP OF RIGHT CURB ti CONCRETE SHALL BE 6—SACK, 3000 PSI i BEARING AREA 5 S.F. FOR $" PIPE WITH 45' BEND WATER LINE RELOC11TION { NTS 890 i t THRUST BLOCK DETAIL } NTS f i DATum Mir. to �Z E P i � rE t 1 n. f i ' VVY.VY .y 00 (3) � � �' W ..�,,..._...._.. ..._.................... ..................,,.,....., ...._.... ,.._..,.. ...,.,.... .........,... .. V 2+00 1+00 w 00 TCP OF CURB ROBLES AVE., LT =18 p cn EXISTING GRADE A T G/L _..._....._., N f 900 R0F1 LE VERTICAL 1" -- 4it rn 00 HORIZONTAL. 1" -- 20' C��: "r 31 U3 - FINISH GRADS AT CA r ' 7 39.22 Ve 40 9.81' �' - y• � r 't 4�5.�`51' VC i i # X7.0 ..�4 i k # d + --j 1 _......... , 89 4 II + (� W 0 Z } 0 88 i 4m i + #*+ t0 , C4 w In �. tf? OyDATUM ELEV N Of $ i _._,..._.__ w✓ _.._. _.__w,...__,_.�,_._.,...__cGt _.,.__ N � ._ 901 _.__-__. ._.._, u_______ .._._._,__,__ __,.,.__-_�.._...._. m .. g.'� 885-00 co C14 v '` �. EXISTING GRADE 0. i - r �, CURB- 0rr r i °° AT ; > y - Lq V 1+00 2+00 I � i y 1 -. TOP OF RIGHT CURB ROBLE' AV E N UE CL t f PRQ- VERTICAL '�1" -- 4' HORIZONTAL 1 2 890 C) RECORD DRAWIN ' THESE DRAWINGS ARE BASED, IN D'ART: ON INFORMATION PROVIDED BY OTHERS WITHOUT VERIFICATION. NORTH COAST ENGINEERING, I INC. ASSUMES NO RESPONSIBILITY FOR THE f ; ACCURACY OR COMPLETENESS OF THIS F INFORMATION. �(ME } Cu 880.00 ,-. 00 Nt 4 Q) REVISIONS T3CITY OF ATASCADERO °t0 NO. BY DATE DESCRIPTION 2+00COAST ENGINEERING INC. ���- �. SYz� SANTA YSABEL AVE REHABILITATION PROJECT 1+00 AN CIVIL ENGINEERING • LAND SURVEYING =PROJECT DEVELOPMENT � � 29743 --J DETAILS, PART 11 C_ TOP CSF CURB ROBLES AVE., RT Exp. 3/31/03 ,.._, -- SU 1 to � `7�5 Creston Rd. DATE Paso Robles, CA 9:344f PRO ILE ��,� C1V1l- O��y�� .ATE sT vEN J. R.c.E. 29743 Exp. 3 31 o3 LATE VERTICAL " - 4' BC ) X39-- 7 ` `G- CAI. DESIGNED BY: DRAWN BY: CHECKED ,� NUMBER SCALE: sHEET: Oj HORIZONTAL 1" = 20' (805) 92"7--$651 AD CAC SJS 98 '225 AS NOTED 15 of 19 ac ci -'' NORTH COAST ENGINEERING INC. copyright (D 2002 cn c� cn 4.5 a AB X Y (FEET) (FEET) M1 3 0.0917 6 0.389 12 1,556 R/W R/W R/W R/W, 18 3.5 t R/W R/W 50 1510' 50' 1' 20' 20' 5' 1' S 14' L r VARIES 18' I ��(SEE NOTE 1) 12 2'--4' �-11 14' 14' S' 5' REMOVE EXISTING AC & REMOVE EXIST. AC X BASELINE FOR PARABOLA BASE TO NEW SUBGRADE NEW CURB SIDEWALK AND BASE. CONSTRUCT CONSTRUCT NEW SECTION AND GUTTER, UON NEW SECTION NEW CURB Mq,>� � ?,-� ?,•r EG AND GUTTER NEW SIDEWALK AC 2�� 4" AC ..,,,,, -. EA. FLEX POST / . ....- . .__ r_._ .._... ._._. ._.... .. �\\..�,� W=3.5' DELINEATOR AT ` � %� 4 DG EACH TRAILING \` WALKWAY F T 4" DG SHOULDER END (TYP AL1, MATCH EG � BACKING (TYP) R==1' LOCATIONS) 6" CLASS If AGGREGATE BASE 4 fi" CLASS tl AGGREGATE BASE 35+00 TO 43+50 " 6 CLASS II AGGREGATE BASE 13-1/2" CLASS Il AGGREGATE BASE 43+50 TO 46+50 NOTE. 1. WHEN PAVEMENT WIDTH IS SHOWN GREATER Y WX2/L2 THAN GUTTERSLiPLIMIT OR EP ON SHALL BE EITHER SIDE U� EXISTING O.N Y IS OFFSET FROM BASELINE IN FEET W IS MAXIMUM OFFSET IN FEET X IS THE DISTANCE ALONG BASELINE IN FEET L IS THE FLARE LENGTH IN FEET 7 PARABOLIC CURB FLARE TYPICAL STRUCTURALSECTION TYPICAL STREET SECTION 8 STRUCTURAL SECTION AT TRAFFIC CALMING TONE NTS � 10 NTS NTS STA, 11+11 TO 26+50 STA. 35+00 TO 46+50 STA. 23+60 TO 25+00 p 5" R=1/2 (TY') � � a ' 3/4" R W R W R/ R/W 6 50 —---11' 14' 14' 6 1' VARIES VARIES 1' URB, TYPE B 3 NTS V I 3"-4" COBBLE PAVING, SEE NOTE (1) . NEW CURB WIDTH VARIES �4" CONCRETE AND GUTTER �\` qk ( SIDEWALK �� /2" SAND BASE 4" AC VARIES 4" AC VARIES 1 �'��n_F_ CURB TYPE B3, SEE DETAIL B. -----,ti 2' —i � SEE NOTE 2 . f4) 1 !� .\ (� 6" CLASS II AGGREGATE BASE BASE fi" CLASS II AGGREGATE BASE SUBGRADE :g 18 COBBLE MEDIAN DETAIL NOTES: 1. IMBED COBBLES 2 1/2" MIN. IN CONCRETE. EXTRUSION NOT TO EXCEED 2" AND SHALL NOT BE LESS THAN 1". PROVIDE 2" TO 3" CONCRETE FILL/SPACE BETWEEN COBBLES. TYPICAL ' AT TRAFFIC � ZONE STRUCTURAL SECTION / ROBLES 2. APPLY EPDXY GLUE UNDER CURB. GLUE SHALL CONFORM Tp CALTRANS SPEC. N0. 8(}40--21M-08 � � (USE• REZ1-WELD ER--42, TYPE i OR APPROVED EQUAL.) APPLICATION SHALL BE IN ACCORDANCE WITH NOT U NTS MANUFACTURER'S RECOMMENDATIONS. � 15 3. FOR COBBLE PAVING NOT PLACED OVER EXISTING AC PAVEMENT, PROVIDE 4" SAND BASE OVER SUBGRADE STA. 20+12 TO 22+68 COMPACTED TO 95% IN TOP 12". #404' O.C. 3" 9" R/W R1W EA. WAY R=1/2" R- „ �1/2" 50' 8" STAMPED a CONC ,,:, . e 4. 4" 5" 00 0 00 00 00© fi" 14' _ 14' 0 AIRa 37't TYPE C CURB c� CLASS 11 AG BASE PER 4 8 c'v SUBGRADE 2,r COMPACTED TO 4" AC -te r EXIST CURBz 16 COLD MILL AND PLACE 2" AC & GUTTER (TYP) '% OR� F% mm"AWIN REt4; U UK " -- ------;-; VARIES VARIES -- ------- --- -� THESE DRAWINGS ARE BASED, iN PART, ON 23� 29n EXIST CURB ..------ - ----�--- r f _ q INFORMATION PROVIDED BY OTHERS ATHOIJT � E & . UTTER ,�#M�� ..aye, ,kF � ••. :. .. , • G f {� } <;-.K ` Y . .,. fi" CLASS II AGGREGATE BAS � �, x VERIFICATION. NORTH COAST ENGINEERING,. _ _..._- __. __._.____.___.__._......_ . j STRUCTURAL. E TI S C ON AT TRAFFICINC. ASSUMES No RESPONSIBILITY FOR THE � � .� � .. �. , � � °;�, CALMING ZONE EXIST AC PLACE PAVEMENT REINFORCING FABRIC ACCURACY OR COMPLETENESS OF THIS 2� PER SPECIFICATIONS NTS INFORMATION. _ STAMPED CONCRE=TE MEDIAN DETAIL STA. 11+11 To 12+50 19 wrs STA. 15+19 TO 16+11 REVISIONS c p N0. BY DATE DESCRIPTION CITY CSF ATASCADERO #AftiM NOR 1" COAST ENGINEERING INC. SY 4�Fs SANTA YSABEL AVE REHABILITATION PROJECT CL CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT PAVEMENT OVERLAYNOT U E� 29743 C 12D3/31/03DETAILS, PART III 1 725 Creston Rd. -- Su Ite B Exp. Paso RoblDATE Robles, CA 93446 Cu NTS STA. 6+90 TO 11,, +11 (805) 239--3127 ��q CIV11� ( ,F�� DATE TEVEN I SYL ER R.C. . 29"743 EXP. 3/31 03 DAT . a (805) 927-8651 CAI. DESIGNED BY DRAWN BY CHECKED BAjJOB ` UMBER SCALE SHEET. AD CAC SJs 98--226 AS NO 1 19 NORTH COAST ENGINEERING INC. copyright 0 2002 � OF LIMIT OF NEW CONSTRUCTION LIMIT OF MISCELLANEOUS ASPHALT 3' MIN CONC. CONSTRUCTION (TO BE COORDINATED BY ENGINEER) AB DC X Y X Y FEET (FEET) 6'--o" 8' VERTICAL CURVE ) ( (FEET) (FEET) 5 3 8 4 REUSE EXIST 2.5 0.375 2.5 0.375 OFFSET FIRE HYDRANT 5.0 1.500 _ - - - - w- -- -- - �- - - � _ " � - FACE B 5' SEE PLAN 5.0 1.500 � DRIVEWAY SIDEWALK .42 EXISTING PORTS _ _ - J 6 _..._ _ DRIVEWAY 209; .20' PORT 3' f Via(_. w 2" MIN. DRIVEWAY APPROACH L — TAPER LENGTH S D COVER 2 ,; // SEE CITY STD 423 .80 4' SPLIC RED CURB , 12" GRAVEL ~ 1 `� J1 BASELINE FOR ;'• � BASE PARABOLA CD • • CRITERIA FOR � ( �N :�..... . CONSTRUCTION/RESTORATION OF " �= 6 MIN. r� DOWNWARD DRIVEWAY Y D ,: SAND BASE G NTS L/3 C FG BASELINE FOR ------ INSTALL I RRELLEXTDEN��i PARABOLA AB X 6" NOTE: DRIVEWAY PAVEMENT SHALL BE 2" AC, TYPE B, OVER 4" CLASS 11 X W COBBLED 5'-6" AGGREGATE BASE. SPLICE AND EXTEND _ _ _ B CONCRETE #12 AWG LOCATOR WIRE c' LOCATOR VIRE TAPED _ 1 L 3 L/3 U.O.N. TO PIPE (AWG 12) __ — �__ .�..�'. ;tom. _.,... _.... ..,.. #. 0900 PVC s ExisriNc cuRe CONSTRUCTION NOTES: F '~-~-- - - TO BE REMOVED U.O.N. LIMIT OF NEW CONSTRUCTION LIMIT OF MISCELLANEOUS ASPHALT — ADAPTER ;� 'i• i 3 EA. FLEX POST DELINEATORS NC. CONSTRUCTION EXISTING FIRE " _m r_ SEE NOTE 5 05 O.C. ON LEADING END (TO BE COORDINATED BY ENGINEER) SERVICE PIPE (TYP ALL LOCATIONS) CORP STOP (SALVAGE EXISTING) 6" C9� PVC EXTENSION REPLACE ENTIRE LENGTH OF EXISTING SERVICE PIPE PER CONSTRUCT THRUST BLOCK, ATASCADERO MUTUAL WATER COMPANY WATER 10' VERTICAL. CURVE 13.0 S.F. MIN. Y -- 2.25W (X/L)2 SERVICE CONNECTIONS STANDARDS AND DETAILS EXISTING WHERE Y IS OFFSET FROM CORRESPONDING BASELINE l�l ANGLE STOP (SALVAGE EXISTING) RIVEWAY W IS MAXIMUM OFFSET 4 CUSTOMER VALVE SALVAGE EXISTING • FACE of 5' .5s •25 �00 NOTE: 11 AB IS PARABOLA ( ) CURB DRIVEWAY 1.00' — — - — I. CONTRACTOR SHALL FURNISH AND INSTALL BLUE 2—WAY REFLECTORIZED BC IS TANGENT METER BOX (SALVAGE EXISTING) 2.5p RAISED ROADWAY MARKER(S) AS DIRECTED BY THE ENGINEER AT EACH HYDRANT DC IS PARABOLA SIDEWALK p,X (HAWKINS "RAY—O--LITE V 6C—DB" OR APPROVED EQUAL 2,496 SAWCUT AT ). � ADAPTER — (SALVAGE EX TING) 5.0' EXISTING 2. ALL EXPOSED NUT AND BOLTS WHICH ARE BURIED SHALL BE COVERED WITH 3C) MIL � .. ,• 7.5, PLASTIC. �'J ADJUST LENGTH OF TRACER WIRE AS REQUIRED TO ANGLE STOP 4. ALL THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL. $ METER (SALVAGE EXISTING) DRIVEWAY APPROACH 10.0' ALL CONCRETE SHALL HAVE A MINIMUM 2500 PSI COMPRESSIVE STRENGTH IN 28 DAYS. SEE CITY STD 423 5 FURNISH AND INSTALL FITTING NECESSARY TO ADAPT EXISTING a FIRE SERVICE PIPE TO 6 PVC PIPE CRITERIA FOR CONSTRUCTION/RESTORATION OF CURB/GUTTER Trx/"NSITION AT PWARDIDRIVEWAY F'IRE HRELOCATION 22 NTS 2 fiRAFFIC CATMING Z NE WATER METER RELOCATION NTS " " NTS NOTE: DRIVEWAY PAVEMENT SHALL BE 2 AC, TYPE B, OVER 4 CLASS 11 (FOR HORIZONTAL RELOCATION OF METER BOX) AGGREGATE BASE. ----------------- NEW PAVEMENT OR FINISHED SURFACE NEW VALVE BOX AND COVER PROVIDED BY CITY IF EXISTING IS DAMAGED 3 1 @) 2 CLASS A CONC . n SAW CUT C t • 4 12 FINAL GRADE 4" AC. l 12" GRAVEL PLAN BASE WN EXTEND EXISTING RISER AS REQUIRED SPLICE AND EXTEND v. LOCATOR WIRE AS REQUIRED " 6" CLASS 2 :. ' SPLICE AND EXTEND •r.; _• .' . . `•_: AGGREGATE BASE r LOCATOR ARE 95X RELATIVE COMPACTION _ :_ '.;` ' >'' ; i AS REQUIRED UPPER 12" '• .: SEE NOTE (1) j # NEW VALVE BOX AND 'I COVER PROVIDED BY CITY r E'r.Y.J S i a REUSE EXIST FRAME AND COVER � • ' '� ... 10" CLASS B CONC FINISH GRADE .. _.,�,•� ; t i t i•..:..� 1 t 4 i� d. 90 RELATIVE COMPACTION r 1 CONSTRUCTION NOTES: . : . U #4 BAR CONTINUOUS INSTALL 3" OR 6" RISER RING (9" MAXIMUM) ND � o COMPACTED SA -�-;- •"��._._........� ' ,p__..._. .�._._._._, U ;r' REUSE EXISTING OR FURNISH AS REQUIRED : ' ' OR APPROVED • 1 BROKEN OR CHIPPED RISER RINGS GRANULAR MATERIAL. Q ANGLE STOP (SALVAGE EXISTING) a ; }! _.�.�. !E t WAT R ° � SHALL NOT BE USED UNLESS APPROVED 'Al ;. ; I ; � I • ' :' // :6" MIN "'M!N 2 CUSTOMER VALVE (SALVAGE EXISTING BY THE CITY ENGINEER ,• " ) ' t 8 MAX: MAX C' METER BOX (SALVAGE EXISTING) A 4- LO n n O '_ 4 ADAPTER -- (SALVAGE EXISTING) -`f r i,' %' " 4 6" METER (SALVAGE EXISTING) co L E LENGTH OF SERVICE ` CLASS A cc�Ic REP AC EXISTING E. REQUIRED AND AS N f. 'r %' � � i PIPE IF NEEDED TO � '•;�p�_-,`• ,.;�Y � ;�' ADJUST GRADE PER ATASCADERO CU MUTUAL WATER COMPANY WATER c SERVICE CONNECTIONS' STANDARDS AND �+ .. T� N GREATEST O.D. DIMESION DETAILS. VRECORD AT PIPE JOINTS THESE DRAWINGS ARE BASED, IN PAF T, ON? TRENCH R RFA IN R DIRE NTS: WATER METER ��N�e7� G T�►/�1D�, ,��,�' TM NT 2 WAfiTR VALVE BOX ADJUSTMENT INFORMATION PROVIDED BY OTHERS W17 -IQUT 1. REACH 1 (OVERLAY AREA) —• PLACE 6" AC DEEP NTS T9 VERIFICATION, NORTH COAST ENGINEElIt I G, " NTS INC ASSUMES NO RESPONSIBILITY FOR T;';=_ LIFT OVER SAND BACKFILL, SURFACE OF 6 LIFT TO (FOR VERTICAL RELOCATION OF METER BOX). ACCURACY OR COMPLETENESS OF THIS MATCH ADJACENT PAVEMENT AFTER COLD MILLING. INFORMATION. REVISIONS 2. REACH 2 (RECONSTRUCT AREA _ NO RESURFACING � REQUIRED NEW STRUCTURAL SECTION BEING R E S/(� N0. @Y DATE DESCRIPTION CITY OF A I AbCADERO CU ' e Nq� CONSTRUCTED. NOR711-1 COAST ENGINEERING INC, CD SANTA YBABEL AVE REHABILITATION PROJECT SEWER � _ �s�'�-� CL 3. REACH 3 (SEAL COAT AREA) RESURFACE PER CIVIL ENGINEERING LAND SURVEYING • PROJECT DEVELOPMENT DETAIL ABOVE PRIOR TO SEAL COAT. c Cm 2 MANHtLE FRAM $� COVER ADJUSTMENT 29743 f NTs 725 Creston Rd. — Suite Exp. 3/31/03 DETAIL� PART IV LO CU STORM DRAIN PIPE TRENCH AN BACKFILL Paso Robles, CA 93446 DATE C1.1 C1Ct 27 NTS (805) 239--3127 s�q CiVi� ���P -� ' ' C1��F� DATET N J. SYt c.�E, 29743 EXP. 3 31/03 DATE Cr (805) DESIGNED BY: DRAWN BY: CHECKED B� • JOB M6ER SCALE: SHEET. NORTH COAST ENGINEERING INC. copyright (D 2002 AD CAC SJS 98--226 AS NOTED 17 OF 1 to .......... ------- ................ .................... goo ................. .......... ....... ................ .................. 905 ---------- 895 ... ............. ............... .......... ........... ALI ........... ..................... ................ _-_�........................... ....... ............ --------- 900 .......... t 89oz .......... ............... ............... > w w ............. .......... ................ w z .............. ........... ....... ............ ....... .......... 895 0 .......... .......... ......... ...... .................... 885 ........... ............ ........... .................... ................ 890 880 . ....... ............. 55 50 45 40 35 130 25 20 15 10 5 0 DISTANCE FROM CENTERLINE OF SANTA YSABEL (FEET) ................ ..................... 55 50 45 40 35 30 25 20 1 5 1 0 5 0 885 DISTANCE FROM CENTERLINE OF SANTA YSABEL ------- ...... r................. 895 (FEET) .......... .......... ............. 890 .......... ........... ................ .......... 10% ...... 8856 ........... .................................. ............................................ ......... .......... ........... 4 900 .......... ............ ........... No .......... . ..................... ............ ........... ..................... ............ ...... .................. ....................... 8 .........4-- 95 w Lil ........... ....... 875 z 55 50 45 40 35 30 25 20 15 10 5 0 0 DISTANCE FROM CENTERLINE OF SANTA YSABEL ---------- .......... ........... (FEET) 890 UJ Pwrm"OFILE VERTICAL 1 5 HORIZONTAL 1 5 895 ........... ........... .......... ....... ........ 885 45 40 35 30 25 20 15 10 5 0 ............ ----------- DISTANCE FROM CENTERLINE OF SANTA YSABEL ........... 1890 (FEET) DRIVEWAY AT STA. 15+73.04 left 35. ......... ............. 0 885 .......... .......... ................... ....... ........... ........... ............ ............. ........ 1880 ....... .......... ...... .......... ..................... ........... 895 ........... 875 55 50 45 40 35 30 25 20 15 10 5 0 ......... w LINE OF SANTA YSABEL(FEET) 890 z Cu DRIVEWAY AT STA. 13+16.13 left < (36 L0 .................... 885 LO ........... .......... .......... ......... ...... Eff"h A " R D mUmmh' mKm0'AW,1 N G ............... 885 ............... THESE DRAWINGS ARE BASED, IN, PART. ON ....... .......... ....... 880 INFORMATION PROVIDED BY OTHERS WITHOUT 55 50 45 40 35 30 25 20 15 10 5 0 ........... ATION. NORTH COAST ENGINEERING, co VERIFIC t'— LINE OF SANTA YSABEL ............. INC. ASSUMES NO RESPONSIBILITY FOR THE U- 00 (FEET) APCURACY OR COMPLETENESS OF THIS ........... z CD INFORMATION. DRIVEWAY AT STA"I. 15+07.04 left 880 0 z 34 .......... ......... L0 < > ............ w C) ............ -------------------------- .......... 875 REVISIONS ............ ........... ........ Ir No. BY DATE DESCRIPTION CITY OF ATASCADERO 10mlow NOR'i'n" COAST ENGINEERING INC, syz SANTA YSABEL AVE REHABILITATION PROJECT CIVIL ENGINEERING LAND SURVEYING PROJECT DEVELOPMENT C_j CL 55 50 45 40 870 29743 35 30 25 20 15 10 5 0 Cm 3: Exp. 3/31/03 um" RIVEWAY PROFILES, PART I -a 725 Creston Rd. Suite B DISTANCE FROM CENTERLINE OF SANTA YSABEL w DATE Cu (FEET) Paso Robles, CA 93446 C�j co CIVI CD (805) 239-3127 DATE VEVEN J. SYLYE7TER -07R.C.E. 29 3/31 03 DATE OF C C) (805) 927-8651 M DESIGNED BY. DRAWN BY: CHECKED B JOB MJMBER SCALE: SHEET: 0- NORTH COAST ENGINEERING INC. copyright 2002 AD CAC Sis 98-226 AS NOTED 18 OF 19 Cn CZ) U) .......... 895 ........... 895 ----------.......... --------.........7--------------------- ....... ------ .......... ....................... 890 890 ------- ........ w w T .................... w z 0 885 ' ----------- ........... P ......... ............... o 885 .......... w ............... .................. ...... ............ 880 ' ....................... ............................... ........ .......... 880 ........... .............. ............ ........... .............. .. .......... ................ ............. .......... -------- .......875 0 5 10 15 20 25 30 35 40 ............ 875 ............ 0 5 10 15 20 25 30 35 40 .......... ............... -------- ....... ........... ......... DISTANCE FROM CENTERLINE OF SANTA YSABEL '885 (FEET) ........... DRIVEWAY ATSTA .......... DISTANCE FROM CENTERLINE OF SANTA YSABEL 25+15.20 right (FEET) 42 ................ 880 EXISTING Cbkki -DRIVEWAY- - .......... w w z .......... �875 z 900 ...... w ............ 895 ...... ....................... ........... ------------ 870 ........... .......------- ................ ............ 890 .......... ------ 865 45 40 35 30 25 20 15 10 5 0 7X LINE OF SANTA YSABEL 0 (FEET) ............................... DRIVEWAY AT STA. 24+64.44 left ............ 885 .......------...... ---------...... ................. .......... ............ ...........890 ............ 8801 ....... w ............ z .......... ........... 885 0 P 875 .......... .......... 0 5 10 15 20 25 30 35 40 DISTANCE FROM CENTERLINE OF SANTA YSABEL (FEET) PRO ILE, 880 ...... ............ VERTICAL 1" 5 DRIVEWAY AT STA. 21+69.05 right HORIZONTAL 1 5 875 0 5 10 15 20 25 30 35 40 DISTANCE FROM CENTERLINE OF SANTA YSABEL (FEET) ...........900 GRADE EXISTING GROUN6 ....................................... ........ ........ ........... ......... 900 ------ 890 ----------- ....... .................. ....... ............ w ................. ...... ...... ........... .............................. ............ ............. ........... .......... ....... 895 ------- ........... 895 CU 885 ........... ............. LO .......... ............................. ................. ....... LO ...... ................... ..................................... ................. ------- ......66 C> ............. ...... ........... w .............. ......890 ! 890 w 880 ........... ................. ............. ....... ............... ........... ............. ..................... ............ ................. ............... .......... .......... 0 .............................. .............. ................ ........... .................. ................ ............ ......... .......... ............ ............... ........... ................. ............ .. ......... ............................ ......... _C3 w 885 ................ ............ ........... .......... 875 � 885 ....... 30 25 20 15 10 5 0 30 25 20 15 10 5 0 . .......... DISTANCE FROM CENTERLINE OF SANTA YSABEL DISTANCE FROM ENTERLINE OF SANTA YSABEL FEET) (FEET) LO CU 880 Fu REVISIONS SS/ NO. BY DATE DESCRIPTION CITY OF ATAZ03CADERO 875 �- ------- ...... C: 0 5 10 15 20 25 30 35 40 A Af^Aff NORM COAST ENGINEERING INC. syz SANTA YSABEL AVE REHABILITATION PROJECT K'hECORD U� RAWI'NNG DISTANCE FROM CENTERLINE OF SANTA YSABEL 0 CIVIL ENGINEERING LAND SURVEYING PROJECT DEVELOPMENT C_ (FEET) THESE DRAWINGS ARE %OEM CL BASED, IN PART. ON it E 29743 INFORMTION PROVIDED BY OTHERS WITHOUT CD VERIFICATION. NORTH COAST ENGINEERING, Exp. 3/31/03 DRIVEWAY PROFILES, PART 11 INC. ASSUMES NO RESPONSIBILITY FOR THE 725 Creston Rd. — Suite B DATE ACCURACY OR COMPLETENESS OF THIS Paso Robles, CA 93446 OD INFORMATION. C1 I\-(805) 239-3127 Or- DATE STEVEN J. SYM,TEPto-f R.0 EXP. 3/31 03 DATE C CZ) (805) 927-8651 DESIGNED BY: DRAWN BY: CHECKED AY JOEYNUMBER SCALE: r-LIEET: cc CL NORTH COAST ENGINEERING INC. copyright C) 2002 AD CAC Sis 98-226 AS NOTED OF 19 �%,_ I - m 1 Cn r-) Cn ROSQ:s A Cojv -�k PLACE 2 AC OVERLAY CONSTRUCT AC DIKE ,! ,. PER CITY STD 418 c CONSTRUCT NEW PAVEMENT SECTION 4" AC OVER 6" CL 2 AGG BASE HORIZ. CURVE DATA PAINT CALTRANS DETAIL 22 f. FD=5°39'56" ' t R=1146.00 CENTERLINE STRIPE L STOP SIGN. �` �' � INSTALL � L=113.32' , t PAINT STOP AND LIMIT LINE RELOCATE EXIST STOP/ST. NAME SIGN. PAINT STOP AND ;. RECONSTRUCT CONCRETE CONSTRUCT CURB AND GUTTER LIMIT LINE T. °i PER CITY STD 418 / s STEPS TO CONFORM WITH 0i CONFORM TO EXISTING EXISTING WALKWAY + ,. .. y . i r' x • r •rK .. 10.66,loll ,w t , C PAINT CALTRANS DgTAIL 22 GENTERLiI STRIPE- _ ADJUST TO GRADE co 19+00 0 20+00Cn i+ o PAINT CALTRANS DETAIL 22 0 -CENTERLINE..STRIP.E..... .. �C7 ANT 1 - - AB�.L AVE. r- w� .0( mow.-�.- .wr.e.t...ir.w. ...rr-wn. ..n......nrs .. Y a.m.z'.wrWfA"",,. wrwire�wrwrwrrw. r.�ww....w..►r.wr.r.. INSTALL STOP SIGN. ' PAINT "STOP" AND LIMIT LINE ,4,T `• l 1 1 1. THERE IS AN ADDITIONAL 17 LF. OF CONCRETE CURB AND GUTTER TO BE CONSTRUCTED AT STA 24+50 f LT. 2. CONSTRUCT 20 S.F. OF CONCRETE SIDEWALK AT STA 21+40± RT. 3. INSTALL "STOP AHEAD" SIGN POST AND t PANEL AT 3 LOCATIONS. 4. ASPHALTIC CONCRETE SHALL BE TYPE B. AGGREGATE USED IN THE ASPHALT SHALL BE 1/2" MAXIMUM, MEDIUM GRADING. 5. REFER TO THE SANTA YSABEL REHABILITATION PROJECT PUBLIC IMPROVEMENT PLANS FOR INFORMATION NOT SHOWN HEREON INCLUDING CURB GRADES, DETAILS, ETC.. RECORD DRAww. INUm c� OU THESE DRAWINGS ARE BASED, IN PART, ON INFORMATION PROVIDED BY OTHERS WITHOUT VERIFICATION. NORTH COAST ENGINEERING, INC. ASSUMES NO RESPONSIBILITY FOR THE o 10 20' 40ACCURACY OR COMPLETENESS OF THIS '� ' Cu INFORMATION. � ....■� SCALE. 1"=20' Cu H REVISIONS pR�ESSipNq� N0. BY DATE DESCRIPTION CITY ATASCADERO • NORTH COAST ENGWEERING INC. 3. SYS�, R K55 (0•2(0•03 REGORtJ ORAWtiNG 11`t6Q SANTA YSABEL AVE. REHABILITATION PROJECT X CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT 29743 _ Exp. 3/31/07 ROBLES AVE. INTERSECTION REVISION 725 Creston Rd. Suite B * * nAT Paso Robles, CA 93446 � ClV1� �P (805) 239-3127 .,s� OF CA�--��Q� A TE N J. SYi.. R .C.E. 29743 EXP. 3/31/07 DA 00 rn 805 927--8651 DESIGNED BY: DR +I AiBY: CHECKED Jt R SCALE: SHEET: SJS KSSSJS 98226 1" = 20' 1 (w 1 ate. NORTH COAST ENGINEERING INC. copyright (� 2003 v� U)