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2000 - El Camino Real
F. IMPROVEMENT PLANS , FOR THE EL CAMINO REAL WI. DE,,.N.- ING PROJECT J4r NZ' F 3M t 0 O ps" F' '- 0 mg SACRAMENTO 101 SITE �°�J� �VP w SAN FRANCISCO FOUNDED �� Q MONTEREY II x`,1 Yt/ it o ATASCADERO • SAN LUIS OBISPO 0 Uj V) > Z +� LOS ANGELES SAN DIEGO VICIN"[TY MAP NO SCALE COUNTY OF SAN LUIS OBISPO NO SCALE STAT[�± OF CALIFORNIA SYMBOLS LEGEND ABBREVIATIONS O SSMH EXISTING SANITARY SEWER MANHOLE AB AGGREGATE BASE, CLASS 2 O SODi EXISTING STORM DRAIN INLET AC ASPHALT CONCRETE ❑ wM EXISTING WATER METER BLDG BUILDING BVCE BEGIN VERTICAL CURVE ELEVATION ❑ MB EXISTING MAIL BOX BVCS BEGIN VERTICAL CURVE STATION TEL E-IST4N1G TELEPHONE PEDESTAL OR VAULT CL CENTERLINE 0 wV EXISTING WATER VALVE GMP CORRUGATED METAL PIPE PREPARED B SHEET I O JP EXISTING JOINT POLE CONC CONCRETE O TP EXISTING TELEPHONE POLE CONST CONSTRUCT 1, TITLE SHEET ❑ GM EXISTING GAS METER DI DRAIN INLET �--- EXISTING GUY WIRE DG DECOMPOSED GRANITE 2. EL CAMINO REAL NORTH COAST ENGINEERING INC. FH EXISTING FIRE HYDRANT DWG DRAWING w 3. EL CAMINO REAL TRAFFIC STRIPING AND DWY DRIVEWAY - -�-- -- EXISTING EDGE OF PAVEMENT EG EXISTING GRADE ® 725 Creston Rd Suite B, Paso Robles, 239--3127 PAVEMENT MARKING PLAN EXISTING SIGN EP EDGE OF PAVEMENT 4. DETAILS x x EXISTING FENCE ELEV ELEVATION ----- RIGHT-OF-WAY EXIST EXISTING 5. DETAILS `� -- - PROPERTY LINE FG FINISH GRADE CONSTRUCT 2:1 SLOPE UON FL FLOWLINE BID No. 2000-02 >- 16 GB GRADE BREAK o pR��ESS/�N�� � 14 CONSTRUCT PER DETAIL 16, SHEET 14 HP HINGE POINT � Sy'� - - - SAWCUT PAVEMENT TV EFTRT 502 CONSTRUCT PER CITY STANDARD DRAWING 502 MAX MAXIMUM 29743 MIN MINIMUM BENCHMARK Q RELOCATE FIRE HYDRANT ASSEMBLY NTS NOT TO SCALE » -/-/&, * Exp. 3�31�03 OC ON CENTER 846.1 CHISELED BOX IN THE TOP OF THE NORTH SIDE OF THE CONCRETE BASE STEVEN �. S ES RCE 29743 EXP. 3/31/03 DATE FOR AN AUTOMATIC SIGNAL AT MILEPOST 227.7 ALONG THE SOUTHERN PACIFIC t4, 3 PC POINT OF CURVATURE RAILROAD 1.0 MILES SOUTHEAST FROM THE STATION AT ATASCADERO. '�9J� C'v'� o s CONST ASPHALT CONCRETE PAVEMENT PCC PORTLAND CEMENT CONCRETE ELEVATION = 845.671 (COAST AND GEODETIC SURVEY SEA LEVEL DATUM OF 1929) OF CAS PVC POLYVINYL CLORIDE PVI POINT OF VERTICAL INTERSECTION p 6" OAKO PT POINT OF TANGENCY T©M EXISTING TREE, 6 DIAMETER RT RIGHT AERIAL TARGET ON EL CAMINO REAL. ELEVATION=891.27SS/ 6" OAK RW RIGHT OF WAY ACCEPTED FOR CONSTRUCTION: EXISTING TREE TO BE REMOVED STA STATION co STD(S) STANDARD(S) f� $�� ( ) ( / Y` L A W° 2350 rm 0-' TC TOP OF CURB R TW TOP OF WALLa/l /00 TYP TYPICAL STEVE B. KAHN RCE 42350 EXP. 331 jo DATE Cts C, LION UNLESS OTHERWISE NOTED CITY ENGINEER OF � ►� ` C VC VERTICAL CURVE CD Cr WV WATER VALVE SHEET 1 OF 5 U) NORTH COAST ENGINEERING INC. copyright Q2000 � . 1� I I I I I - I . - I I I I I I I I � I 1, LOW POINT ELEV = 888.76 � LOW POINT STA = 31+19.80 w- PVI STA = 31+25 ,� w I-- PVI ELEV = 888.68 HIGH POINT ELEV = 891.88 I-- D A.D. = 1.29 HIGH POINT STA = 24+78.33 wo K = 38.90 PVI STA = 24+75 Y".8 PV1 ELEV = 891.95 0 m --*- 50.00' VC z A.D. = -1.20 1 0 Of 0 w ((O)LO - 50.00' VC <D (LO)-t �- y K = 41.67 �-0 0 0 1 0 00 0 (14 V)0 Q- 0 0 CL U') r�l O 00 Z Z 2 cr- , I 0 .,t m + 1: + �� 00 - 0 I-- 0i - 0 (n < 't a It m Ul) 0) 00 a & 0 w- 0 i*- Z 00 . . 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I � I i i � � � � I : i ; j � n i z C-) 0 i � � : � � � � � � � � � > > I ; I I 5 w I � ? 3 ; � i I i t B ! I �! � I z > i 00 V)(0 It z ! � i i � I i (0 n n I . I : I I � +-0 : 0 vt r- i I . � � ; � � I e � i 1 5: � i � I I � i I i � � - - � � i � + >-6 C6 m m W W � � � - - - - - - --� � � ; ; i : i � I i w w � � � i + >-6 r--� i � � i I I -- - - ; � � w w � I i I CL i � ; �- . - - -- -,Wn- i '00 �-0)00 d i � i � ; f - I - � ; � � i � � � I - - - I i � I � i m � C14 -m 00 - - - - -0.-74%1�'ll'',��������������l', -0.7nw � - - - I 04 M C-4 0 co 00 i i � � i � i Z !r— vzo i I - - � � 0) � i i � i � i C-4 00000 i - - - - :� �� � L ; I � I � i i z I I . � n �-- i I - - - - -� 1 -0.547. i � � i I � � � � i i 6.82%40 � i - - i ; � � ; 1 1 ! � � � - -� . � : ! ; � - - - - .. , � -0,52% � i � + i i i to CL ! � � I i 7 i I � � z i � � � T- i I ! . 1 1 o 1 ; ; � - - - - - --� I ; � � � - - - - - - - - - - - I 0 i ; � � - I � � � I ; � � � � I - - I i : z n I - � � ; � � - - - I :- - - - � � I I � - - - - - - - I ! - ! - - - - � � � � � - - I - - -� � i � i 0% ! ; i � : � + i - 10 I � i � i i I � , I � � -0.687. 1 I � i ; -t ; - � % � i I I � � I � � i 3 1 � i 0 - -T, � � � � i � � ; � ; I � i � � � I - � 11-1-1111-11'111--�-1-1--111---l-I'--11 . � 11-11-11--11 - I-I--111-1---...--.--------�""..,.-",.,,�,,�,��-",�",�,-"",,,----"tl, - -- � I I � � 1 '890 i - I � � 4 � I i � - - , . I--,---.-11------.-.--1.1..."I--,-�:;;;-,�---��,-���-�-.�-.� �--.1-11--l- -.--,-. -1-11--1-1----,.,--.,.,�l-l'..�--,�-�..,--"-Ii.."-�-11�---�--...�..."I�-�,��-,�.�'..��,�1-11.�-11--�1-1-�l.-�1-1-11.-"-"-,�".-.�l.-I.",,,�,,��-��,-1-1-- - -� 111.1-111-"I'll----,---1- 1.I 1-1. 11.1 1-1--."-----1-11-.11111.I,,.,---1-1-1-I-11111-11.1-...:1.11-1 I 11-.1 1-1-1-1111-----,---------.-1-1.- -,�.......-........................--1-1-11.I-I--------1-1....111-- -----l-�- .11111.1-111- 111-1-11-1-11, - --- --------------..............�",�,�.-I'��--�ll,�,-�,,��-�.,��-,."--�'ll"�-..�---------...� 1--r_A,,- --'--�- � � '1----,-,-`------`"---*............--------------------� , -,--,---,---,-,-"-,--,"',--- --�--- ""-,-,-,-,,-,-,"-,"""-"",--"-,-, , " =,,�7--=,4=�--:=-�.���-�,,--,.-��-�---��-,=,�-�.-�-=--:��--.�--"--�--;�---,--.=-,:::,-�-��-�-=,-�-,,-z4-,�--,-----------,---�-�.-7��-1177,�"7,:,�-- ---.-�,-�-"�--,-��"--"�'""',",--��-",-���..........114---"- -- I.,,-,,,--1-11 890 1,---,--------------------1' , I * � I f - ; i - � � � � � - - . i � I � � ( � � � � i � I � i- - - . 0.72% 1 � I � � : � � O.Q I � � � t----------,--,---,-,------", - -� � I � 0 � I : C i I : � � . � - - 11 - i � � � � � I I � � - 0-72% � � � � I i � i � � - I HIGH POINT 1ELEV = 891.91 1 : � i -- --- � i 0.78% � � � - � � ; � � � : � I i I � � i I � ; I i - - - , 165% i � I � ; t I ; � i i ; . i � : i I i i � � � i � � I - -, A----- . f � � � - - -7 - . � i i HIGH POINT STA = 24+81.60 � � � - � � i � ; -le -T 777- 1 � - � I � � : i � � � � � � P : ; � � I � � � � I I - - - i � � � i � � I � t � I z � : � � � I ; I � i j i � � � I : i � i !- - - - - ,q 5�-- i � i ! PVIISTA = 24+75 - 50.00 VC i � � I - I. f � i i � � � I i � � i ; 4 3 � I � � I � � . � I i I 4 i I I � � � � ; i i � ; f . ; � i � PVI ELEV = 892.00 ; � i I � i i � � ; � i : . � k I 1% � � i ! I I i . i ---- I i �� i � � ! � � : � � i � P � � 2, I i ; � I I � � I PROFILE - r i i I i � i ? � A.D. = -1.63 � � � ! ; TC PROFILE, Lf SIDE EXIST TC i , I � i � ; � I � I � � ; � � I � � : � Al - � I : � ; : i � i � � � � � � � � I ; � � � i � � -� i i � i I � i ; � � � � ; ; . � � � � ; i � � � -, � ; ; � � I � � � I i � � � � � � i � I � � i � . I ! ; i � i t � K = 30.76 � U � � i � � �- i I i � � � 0 U') I � � � � I . � 2 i i ; ! I ! ; � � I I � � t ; 3 i z 3 � � 0 -It : � I I � � f I i z � i ! i i I i i � � LO r- 0 00 I I i � I i � � � . � i I � e � � I : � � I � ! f ; � � j I i � i I z + v_: � ? � i � � � w � i � � I � I i + * � : i � � t I ; � EXIST FL i i i ! � T- : . : � I � ; I i i � -FL PKUr1Lr- 01AC DIKE, LT SIDE . i � ; I I ! � � ! � z to 0) � i ; i � I I � ,qt 0) � � � � � I h I I � � � � � � i i i � --,,,��,---.�,�.P-,ROF�ILE---,-,,-�,,�-,,,�,,,,�--t,--11.11-1-11-1--11.1--1-.1..1---,-.......--�.......-- . -- , � � I -..,, , ,-�, , , - � , - �111- ---,-1-11,11-1-1-1-1---1-11'.1�'ll�,�ll-""-'',I,�""",-,-"�,�,,�,-�-"��"""-', -1�-,�,��ll.�,,,�"",�,.,�,,�lI 11.11-1 I'll,I,.,,-,-I---11�885 , -------.............-------.............-----------J--.- � - ,- ,I-- � 2 I-111.11.11-1.1-1----1--11.1111-11 -1-111�11 1.11-1- .111 I --I--I--.-I"-11 I I AN-1 10 .111, -11 11 11. 11 -1111 �----.""., --11-11.11-1.1-1 -1-1111111 _"- 1-_-,-,--1--. --r-----. .1---- . - -... --�I 11� 11-1-1-1-1-1-111-1 ....-----.".-,-----"",,"-""----- I � T 'I'll.,�--1-1-----,�1---�111-1-11--- ----�-T-11--1-1 1.1-11-I'll,-11 1-1 111.�ll.,�ll,�.1-��l".",�,.-,I � i ; 00,-1-111-1 I I ?, , ,-- "'"''" -,"", ....... �- , , ,- ,", - , - -1 11 I-1-111,-�I I 11---I � -il '-------'- -1 IIII-11--------1-1----1- ---- I---.- --,--� I --I I-�---.---1 --l-1-11-- --- -- ------- --1-1-111- -",-,I- � 885 `------------------- t � ; ----,--- -- -----� -,-,------, `895-,- - - I � I I � I I ; �� t- 111-111-11-1-11- � ; � i � I I i I ; T- � � � I � I ; � � I � � � ; i � i ; � ; ! � � � � � ) ; ; � ILE � � ; � ; . � i � � � � � I ! � � i i i � I � i g ! � � ; N I � i I ; � ; 6i 1�j i � � � ; � : � � � t � � � 6i lij STA: 25+82.00 � � ? � ; i ! � � i CL � , I � � i I i � i i I � 0 TC : ; . � . - i � � � � � � I i z � -j � � I � � ; � i � :2 11 i � I I I � � i � no 0 � i � � � STA: 23+29.00 TC 2 PROFILE, S! �! ELEV: 891.36 f � t � � I � I � i i � i 7 ; i � � - � � I I � i RILE � �? �� � : i � ; i � � � � � I i � � i � i � i � � � I : f � � � i F- -r � ; � � � � � ELEV. 890.50 w w i � � � � � � � � � RT i SIDE m m � � � ! � � I � � I i 0 TC� � � � � i 3 � � f w W x �- � � � i ! � I � ; � i : I � k � � I � � � � � I ! � � � � � I � i i � � . I . I � � � I � I i f � : ; � i � � : M 00 � : � ; t � ; I I i i i � Z>- n z � v � i i q � � I � . i i i � � � ; i � � i � � i i � � ! i � � � � � � i ! ! ; ! � � I � � � � � 0�- I � . I I � � � � � � � ; I --L- ' � � � ! � i � I � I -w z � i � i � � i � I 1-I"I'l""I'll""I'llIll""I'll"ll""Illllill�����,�ill,�ll,��ill��� � � � � C-) I i � � � � "I'l""I'll��ll,�ll�!�l;��l� "I...�� I I ; � I � � �-_j ; � z I i i i � I -0.6 01%� i I � i I i I � I i I � I � q � � � I V)Q ( -��� - - - ! � i I � � ; � � � , I � f i � I � i i , -t- - - - 00 Z F-Z � q � � I � - --� - j k i i ! I i � ; 1.0 % i � ��La-��-��,*,-,,-- � : I - - - - - - -I t � � t i - - - - - j � I k ( I � � t i i � " i i i I � I � .� � ! I � � I i 0 I I � �, o I � ? � j I 0)< f I : � i � � � I � � � � ; . I I ) i i � � � � � ; - - ; f � � ! i i i 111� - - � i � 1 3 1 � i i i � � r ! - � - I ; I � � I 00 cri z I � � I I � ; I - - - - - - � EG PROFILE, � � ; � � � I r,f� - � I � � . � � i � � t - - I � I t i - (0 to E � � � - i I \ � ; z I � � 7 : i IT � i � � � ! ; ! - �, � � I I . . 4 i I . 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DESCRIPTION C- ; AL ATER COMPANY DATE V C)- I @ ADJUST WATER VALVE TO FINISH GRADE PER DETAIL AUSCADERO MUT 'KI - r-- I \Aj � �...�i , /0-% <' � ..- in N� /x", EL CAMINO REAL WIDENING PROJECT Cu RELOCATE EXIST BARBED WIRE FENCE "(�� ? 1%1-,�j A10%jMNORT" COAST ENGINEERING INC.. , 0 1 � 1:9 � Tx� :z m 6* t�u6cr- DATE �� �-�- co RELOCATE SIGN. CIVIL ENGINEERING - LAND SURVEYING - PROJECT DEVELOPMENT ��- I m @ 55, 1 lff%WA� -;0 �" 0 20' 40' 80' L.Of 29743 STREET PLAN AND PROFILE CD CD CONSTRUCT DRIVEWAY APPROACH PER CITY STD DRAWING NO. 424 ov��xv%,� �/�/10-1�0�� ;,- 1,"o a I i r @ I I 1 4- --- -CY) � .�, I WELL -3 DATE * Exp. 3/31/03 * STA 20+63 TO STA 31 +90.70 :3: I �...11111 725 Creston Rd. — Suite B -m it %, ;Z; 1111 I -7,/0" DATE - ------------ � --- co SCALE: 1 =401 - - 10- ., ''I 14CLA- 7-66 Paso Robles, CA 93446 m cfv�\- ',�- i��i ej(-�- -7-18-CO 1.4 HART9R COMMUNICATIONS DATE xkp�00- 4(� m (805) 239-3127 STEVEN-J. SYLIVE,STER C DATE m �'OF C DATE _ I R.C.E. 29743 EXP. 3/31 03 --1 C� -- ?�-2,1-00 UMBER WAVA"www"ma" SHEET- --D t Hy�,� (805) 927-8651 DESIGNED BY- DRAWN SCALE: CD is Cr !30UTHERN CAL16ORNIA GAS DATE JBN/JLM JLM/CAC L,M/JBN/KSS 99-138 1 = 401 2 OF 5 CL I I ��� �� ---- �� , . 1.1 . -�� �Z U-) I CD NORTH COAST ENGfNEERING INC. copyright (D 2000 1 cr) I I --- ) 1 9 � f ' �� � 2� D .' �,-- 2S 0 ) f , � I 't"t " - - �-Oi�-.-�- �, )L711-,- -A;_-�,--�, , �,J*�",�- �71 0&.-7 - , , I X),;". I � I T111Tf,L, I L -- * ,L�> EOLEV* '891*36 r- _ � ,.605�. __._ _ _ _ � � * :: _ L','�`,',V � I I (�) I I W � I i Tw,taL-; -/ i I :� ,�') � I - - ( . 1 :2 r � I � 'A '. -ttj F059 I 1�1 //, �\ H, �' IM uxzojj, 1 (�) �Tr I /I I I _ 8, 1 ,, / 0 � "I"" �/LI 111� I " /n4 f / ---- /----- //- //'O I , I . 11 'j -:-5 1, I 11 . I L . I . -1- L I -- .11. .11.1-11-11.11 1-1,111111,- -1-11111 11-11�I I -11'-11.1--1- 1-1-111 11 1-11.-1111111-11.1111"'-�'L-�""',"',�,""'',""'��-'-L...I I .11, -,-'---- L -11-1--- 11 11 I . - I I- I- -,I I- ,- -.......-........--.........---l-I..........�,-.-�"'��l,-�,,.L,�ll'�'�,,-,,I"�l-,�'�1,11'�'�","'-"",I-Illl"""''"L'L'-''"L"'-''-'���"'"'�'���''-l'�.11�11-1--l-,"',,""',-I'll-11-,-,.,-,-,,- 11-11-11-1111,"""',-,-------- 1.11-1-111--1111.111111-11111--- I 11.111-1.-1111-11 I I 11-11-11111-----'- "I'll'-,11--,---".-1-111---------,--l",......�,�""'',-""�'�,,�"","�'"L�,,",,,��, ,", '---',.....��"",�,����,,,,,---,,,,,,,,,,,,,�', r7 Z cC) 0 �= U) Q N pC Z J Q U MARCO CT DO Z Q t �. NOTZ t z to J Z Y MAYA PASS Fi a c�a N 'f COURT' ,L. N z o N; ' a N .. 5 (TYP) Cly �r� W EXIST CURB, GUTTER, + 5 (TYP} ' to C" AND SIDEWALK, TYP. 4 f �1..Q > rf,^ < s J \r� Ar IXAll @) 5 TOTAL r e { -- 15' ..-- ' T�1 { ,.- ,,,,� 25 __�._, —-- , r .r TYP) , .w =17 th 11+00 14+0 15+00 16+00 - - -- +0�' —", - - - - - - - - — _ — - - — — � 1- _ Ali { ____{__ — — 18+0 1 + 20+00 ---i .�� ' ' 2 00 --- mow mow (TYP) ' 12 (TYP) 11' 13 a6 {TYP} s' "''-- ._,,, �� 9 ...... ._.. .,._. ...... .._. ...._ ..__..... ....... _.... — .. — — —— — — -- — . _._.. . . _,.,._.... — 11' — — -- — _. — ._.... _..._ . ..... ....... ..._.._... ,.._. _._.. ._... .. .. ..._. ._._. ...,_ .__. .,_... ...._ ._.. .__... ... .. ._._. .. ... ..._.. ._..... ....... .,,., _. _..._._.. .._. ..._ ..._._..._ ._.... _.... ;; �',� .. � a EP z �.. a ' . „ _..__ U Q 2 CONC OCURB IST E- w (0 Q 5 M z ca m<x ww Zw +Q N Q Q 0 20' 40' 80' SCALE: 1"=40' 00 (0 to Q LANE � V ENDS 0 o MERGE `� U_ LEFT Q 4\0 N � h. o�z J toy FQ-C9 Z N (n Z —(� d < Q s z © v REMOVE EXIST ©< �+ o 4 PAINTED ISLAND CL b N Z N z o Y FACE OF REMOVE, TYP i 3 PLACES v CONC CURB - (TYP) i r. .... Q U , z_ k �Q -. .. ,: ,^. 'r• ; ., .�. f ..,.., .... ,._,........ ..„..... ,E; a ,.W i t.. Y' , u W , 1_t.�Jf Cyt¢..�%�. i .__,., , ,- ..._r,._. .... ...._ e.,a'.., .. a- , " 1� .,.�._ ... r,, .j 2 � s , . C7 __..._ Y 9 ° i • 1 F � ` ��I � f� , ( ) M/ W a 9 , , 11 T P a N s f ,e r .r ..... ...... 00 30+00__ 28+00 _....,, Ilk -„�2 25+00 — ----,-- ..._ _,. ,_�24+00b 33 __,_ __,. ._ ... _. _ .._ 5fi.. -, — _ ..� 12._ _ _. _._ --- ---- --- 12 (TYP) l V — 10 — 3 .w 12 jr- . b Ld , , 1°n M. ...__.,.._.,_.... w FACE OF EXIST Q _ .n, } a # ; hQ- + CONC CURB ��Uj z m Q N f r s t. a.�`"r; �.L.. M © o m P77 + co M C)"`�Q� M z � cp L1.CO 11 5 + oc�oz a m ►i ww¢0 STRIPING & MARKING NOTES 1. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS AND DRAWINGS. 2. ALL EXISTING TRAFFIC STRIPING AND PAVEMENT MARKING WHICH CONFLICTS WITH THAT SHOWN ON THIS PLAN SHALL BE REMOVED BY THE CONTRACTOR. C) C> c� EL CAMINO REAL CQ 0 NT 0 20' 40' 80' 6mmmmi m SCALE: 1"=40' r--, 0 3 CONSTRUCTION NOTES (THIS SHEET ONLY) C PAINT DETAIL 39 BIKE LANE STRIPE Q INSTALL CLASS 1 (TYPE F) DELINEATORS REVISIONS CITY PAINT BIKE DETAIL 39A LANE STRIPE PAINT BIKE LANE SYMBOL AND BIKE LANE ARROW QR�Fi 8/pNNO. BY DATE DESCRIPTION O ATASCADERO PAVEMENT MARKINGS 3 PAINT DETAIL 9 LANE LINE STRIPE NORmin ASTENGINEERING INC. ���!�\ sY' �Fa 8�jf �� �� EL CAMINC� REAL WIDENING PROJECT m 10 PAINT DETAIL 22 NO PASSING ZONE STRIPE c ® PAINT DETAIL 32 TWO WAY LEFT TURN LANE STRIPE lff%WA� 11 PAINT "45” PAVEMENT MARKING ® CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT a 29743 STRIPING AND PAVEMENT MARKING PLAN PAINT TYPE VI ARROW PAVEMENT MARKING 12 PAINT TYPE IV(L) ARROW PAVEMENT MARKING Exp. 3/39/03 6 PAINT TYPE 1 10 ARROW PAVEMENT MARKING 725 Creston Rd. -- Suite B * * STA 12-+-00 TO STA 31 +90.70 ( ) 13 PAINT DETAIL 38A CHANNELIZING LINE STRIPE co Paso Robles, C A 9 3446 DATE PAINT DETAIL 27B RIGHT EDGE LINE STRIPE STA 8+00t SALVAGE W74 THRU TRAFFIC MERGE LEFT SIGN. �'�'9� C�U�L ��Q~ CD CD STA 5+60± SALVAGE R18 RIGHT LANE MUST TURN RIGHT SIGN. (805) 239-3127OF CAO DATE STEVEN J. sY E TER R.C.E. 29743 EXP. 3/31 03 DATE -� (805) 927----8651 DESIGNED BY: DRAWN BY: CHECKED Bt.--" JOB NUMBER SCALE: SHEET: C JBN/JLM CAC KSS 99-138 1" = 40' 3 OF 5 m NORTH COAST ENGINEERING INC. copyright Uc 2000 r a LOW POINT ELEV = 889.617 HIGH POINT ELEV = 891.51 HIGH POINT STA = 1+52.41 LOW POINT STA = 1+38.50 PVI STA = 1+60 PVI STA = 1+44.50 PVI ELEV = 891.69 LOW POINT ELEV = 891.85 LOW POINT ELEV 890.29 PVI ELEV = 889.20 LOW POINT ELEV = 890.96 LOW POINT STA = 1+35.01 LOW POINT ELEV = 891.28 A.D. _ -16.59 LOW POINT STA = 1+43.38 LOW POINT STA = 1+37.99 PVI STA = 1+44 LOW POINT STA = 1+38.80 A.D. = 25.00 K = 1.21 PVI STA = 1+44 STA _ PVI STA = 1+44 PVI STA = 2+00 PVI ELEV = 891.76 K = 0.80 PVI ELEV = 890.62 PVI ELEV = 885.85 A.D. = 18.85 PVI ELEV = 890.90 PV{I ELEV =1 889.98 20.00 VC A.D. = 20.85 A.D. = 88 20.OQ' VC A.D. = 21.25 A.D. = 11.46 K - 1.06 K = 0.94 1 1 K = 1.74 .00 20.00' VC K = 0.96 20.00' VC 20,00' VC I ( 20.00' VC 20.00' vc 00 �."' co n 9a ____.. _ .... ._. M + 00 `� 00 + .. Q�--j `- 00 + 00 .-- `f K) Uj C14 `- 00 O P^1 � M i 00 �/j M 0 I+ W W .d d to N () U O ^ d 00 r= 0) ' -{- 00 0 00 co M � >00 00 .. •W rn�� �- W. N U U j U L-Li rn >m U w m > W �' Uj m !. C7 > m / w 900 900 ..� 900 ; Ld 890 s s t { a t i s i 890 c 890 890 890 ., _._..... _ 880 _ 880 _ i 1 C DATUM'! ELEV DATUM ELEV DATUM ELEV DATUM ELEV DATUM ELEV ' DATUM ELEV 875.00 880.00 875.00 880.00 880.00 880.00 oq Nn LO �n O O �O� �� �C1� )00 N aU� n� d c�� � m� O l77 �`�' �`"" 0) ACV O'� Vie.•„ O� � O)O � CO CO 000 0) CO �00 W 0.a �co Q000 �0 W 000 �0 N o0 00 �000 Up CO 00 � 1+00 2+00 1+00 2+00 1+00 2+00 1+00 2+00 1+00 2+00 1+00 2+00 DRIVEWAY 22+11, PROFILE DRIVEWAY 23+55, PROFILE DRIVEWAY 24+10, PROFILE DRIVEWAY 24+63, PROFILE DRIVEWAY 25+63, PROFILE DRIVEWAY 27+28, PROFILE VERTICAL 1" = 10'.. VERTICAL 1" = 10' VERTICAL 1" = 4' VERTICAL 1" = 10' VERTICAL 1" = 10' VERTICAL 1" = 10' HORIZONTAL 1" = 4O' HORIZONTAL 1" = 40' HORIZONTAL 1" = 40' HORIZONTAL 1" = 40' HORIZONTAL 1" = 40' HORIZONTAL 1" = 40' 42 EXIST AC REUSE EXISTING VALVE BOX AND COVER ��, CONST CLASS A CONC COLLAR o 00 0 00 r 1,- ooh REUSE EXIST 0 0 0 OFFSET FIRE HYDRANT 1'_2" PAVE-OUT CONST D) SEE PLAN _ - SAW CUT EXIST AC WIDTHAC VARIES" PORTS J ( - - - - - �_ 4, ta•S S •t' P10RT_1/2n 3' o a \ ' L. _ _ - _ - _ _ _ _ _... ,-. _ 1 \\�\ . PA ;a 4Q. . �{QT� EG PIPE EXTENSION >-- s '.S r 5 a 3,: 12" MIN. 7 \ //// ✓\\\\ / THIS DETAIL SHALL BE USED FOR THE EXIST PIPE /\// %j%/ //j\//\/ \�\\\\ I /�//;/ ADJUSTMENT OF SANITARY SEWER WIDTH VARIES x lw_ SAND COVE 2 \�\\� /\�/\\�\\�\\�\\�\\ /// \\' ".::. .: WELLS. E`S--OUTS AND SURVEY MONUMENT SEE PLAN SPLICE- o �1 1 �!���,���\ 12" GRAVEL - 7 2 \��j�/��/ BASE EXTEND EXISTING 2 - _ - 2 5 N \ RISER AS REQUIRED _____________ 1 AC DIKE 1 - Z" .. 6" MIN. CITY STD 418 ¢' SAND BASE Cho oC� Oo0 ,� SECTIO N FGA >ff I NO SCALE INSTALL 6" FLG. DUCTILE IRON BARREL EXTENSION SPLICE AND EXTEND LOCATOR WIRE 2" AC, TYPE B SPLICE AND EXTEND AS REQUIRED 1 2 MAX, LOCATOR WIRE TAPED #12 AWG LOCATOR WIRE ? MED TO PIPE (AWG 12) : REUSE EXIST VALVE 6" AB ..... ___W_ .... ... ,..,...• BOX AND COVER C90U PVC7%11' I _ i NOTES: RECORD CL ¢ CONSTRUCTION NOTES: ' 1. THE UPPER 12" OF SUBGRADE SHALL BE SCARIFIED AND RECOMPACTED TO A ADAPTER RELATIVE DENSITY OF NOT LESS THAN 95%. EXISTING FIRE SEE NOTE 5 SERVICE PIPE � 4 a. 6" 0900 PVC EXTENSION �'J CORP STOP SALVAGE EXISTING r ~" ���� o _ ° 2. AGGREGATE BASE SHALL BE CLASS 2 AND SHALL BE COMPACTED TO A RELATIVE CONSTRUCT THRUST BLOCK, REPLACE LENGTH OF EXISTING SERVICE PIPE PER a DENSITY OF NOT LESS THAN 95X 13.0 S.F. MIN. ATASCADERO MUTUAL WATER COMPANY WATER SERVICE CONNECTIONS' STANDARDS AND DETAILS t'f"f `, .4 CONST DI, ~ f � e' 4 «4r'Y.L�\ S. t SEE PLAN �3 ANGLE STOP (SALVAGE EXISTING) A .� : X. > S 4 Q NOTE' CUSTOMER VALVE (SALVAGE EXISTING) s .. ,r 1. CONTRACTOR SHALL FURNISH AND INSTALL BLUE 2-WAY REFLECTORIZED RAISED ROADWAY MARKER(S) AS DIRECTED BY THE ENGINEER AT EACH HYDRANT METER BOX (SALVAGE EXISTING) U (HAWKINS "RAY-O-LITE V16C-DB" OR APPROVED EQUAL). {' ° a.° ,• • ADAPTER - (SALVAGE EXISTING) 2. ALL EXPOSED NUT AND BOLTS WHICH ARE BURIED SHALL BE COVERED WITH 30 MIL. ', �• f:�` .;.',; �' •. .. .• .• . • • .. . . � PLASTIC' �..'J ADJUST LENGTH OF TRACER WIRE AS REQUIRED TO ANGLE STOP 418 ' TYPE A � 4. ALL THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL. 5 502 C:) ALL CONCRETE SHALL HAVE A MINIMUM 2500 PS! COMPRESSIVE STRENGTH IN 28 DAYS. 8 METER (SALVAGE EXISTING) 5 WING TRANSITION 5 FURNISH AND INSTALL FITTING NECESSARY TO ADAPT EXISTING FIRE SERVICE PIPE TO 6" PVC PIPE m c7 FIRE HYDRANT RELOCATION WATER SERVICE RELOCATION WATER VALVEBOX ADJUSTMENT TYPICAL DRIVEWAY SECTION DRAIN INLET DETAIL C 1 3 4 5 -- NO SCALE NO SCALE NTS NTS NO SCALE REVISIONS --~� CITY OF ATASCADERO N0. BY DATE DESCRIPTION CU 1^Jff NOR71nu1 COAST ENGINEERING INC. � s EL CAMINO REAL WIDENING PROJECT Cn co ® III CIVIL ENGINEERING LAND SURVEYING • PROJECT DEVELOPMENT 29743 EL CAMINO REAL Cm 725 Creston Rd. - Suite B ,� X�. /31/a3 * DETAILS co Paso Robles, CA 93446 DATE 239--3127 q�. CiVi� �� LJS�YLE(805) Q� C �Q DATE TEVEN TE R. 9743 EXP. 3/31 03 DATE (8Q5) g27-865�I DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: Cc JBN/JLM JLM/CAC KSS 99-138 AS NOTED 4 OF 5 NORTH COAST ENGINEERING INC. copyright Oc 2000 REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26--92 3Z1 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 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. 12 1/2- NOTE: REINFORCING STEEL SHALL BE #4 BARS AT 18" O.C. PROPERTY LINE 1-1 2" BATTER PLACED 1-1/2 CLEAR TO INSIDE OF BOX UNLESS OTHERWISE NOTED. BASIN FLOORS SHALL HAVE WOOD FLOAT FINISH r'� —I— AND A MINIMUM SLOPE OF 4:1 FROM ALL DIRECTIONS TOWARDS 6" 1-1 2" 1/2» - EXPANSION JOINT •-DRIVEWAY-1e•''� T_ SAME SLOPE OUTLET PIPE.. USE CLASS "A" P.C.C. FACE ANGLE TO EXTEND 1/2" RAD`-- 3/4" RAD. R W RESIDENTIAL: 12'MIN 6" CURHT AS GUTTER FULL WIDTH OF BOX.. CUT EXISTING ROADWAY TO PROVIDE VERTICAL EXPANSION JOINT / ( 20 MAX. -� SURFACES AND SQUARE CORNERS. CUT EDGES „ .'. 1" t __....._._ --�- WILL BE STRAIGHT AND NEAT IN APPEARANCE. PROVIDE MIN 12" BENCH 6„ COMMERCIAL: 16 MIN. 2 r 3" 5' MIN, 36' MAX. 7" CI 1 '' — -�- FINAL INTO UNDISTURBED MINIMUM 2 INCHES PAVEMENT " " " " 1/2" EXPANSION / GRADE ROAD BED (BOTH SIDES) 12" ASPHALT OTHERWISE ATHEXISTING. �,,��� M C „ 3 5 3 4-6 MIN JOINT ,� 3" MIN 16 �. Z WIDTH TO -Wo2 �"~� m 1/2" x 6" H A A ff--\0 °_ °_ ° o °_ o 0- ° 0- ° THIS POINT � 4 � a P� a � a p� p� o p� o p� o p� o D. » �I A,`• `•:;•:`•�";�E- �� E5 I I x ANCHORS ° ° / ° a / ° O / °�O / O°`O / °`O °`O / °`O /m PDPQ 6„ I �" 2' 11"_3/8 O P O_ O O D O D O O a p 0 O D O O D O O D O O P O CL y '' ( f f ( z �•1 1' STRUCTURE UM\ A.C. TYPE "B" J ,• 2 ( APP OA H APRON I o 3" MIN 1 35% RELATIVECOMPACTION " BACKFILL STRUCTURE I ( z .L MIN. 6 CLASS 2 ' BACKFILL I I -+ $» -T 3" 24" AGGREGATE BASE R W I I o t TYPE C A.C. DIKE 3 MIN 4 MIN. 1 --�- SEE NOTE BELOW SELECT BACKFILL FREE 1®' MAX �_ I f I l � � �.1. 1 1 1 t 2--8" t CURB SCORING LINE CONCERNING TRENCH INSTALL FROM DEBRIS AND / ��,\/ :•,:.' ::r:.:::'::YR;„,,: / IN EASEMENTS. DELETERIOUS MATERIAL. PAVEMENT WIDTH MEASURED TO THIS POINT zw }'\\���/•`�/�\�/� �\\ ";' f'4 �\/%\\�� GUTTER FLOW LINE MAGNETIC /\f � SECTION A-A PLAN TRACER 6” I1-1/2" 18" ::'; // � j/ - GUTTER __-•- TAPE EXPANSION JOINTS %. '= \�l� H t 2 1/4 90% RELATIVE COMPACTION COMPACTED SAND » AT OR APPROVED 1 2 R D. a. SHALL BE PLACED PLAN 8 -o OR LESS s 3„ 3/4" RAD. 1/4" I AT ENDS OFRALLS� >r 1/4" RADIUS 45-112- .5 " GRANULAR MATERIAL. C146 ' 8'-103' TO 200-01$ 8 1/4 RADIUS 3" CURB RETURNS, AND •, 3" EACH SIDE OF DRIVE- „ „ , » WAY DEPRESSIONS. HEIGHT TABLE ANGLE TOC14 „ 2-1/2 x 2-1/2 x 1/4 6„ 1/2 RAD. 1-3/4" THE INTERVALS 3' VARIABLE 3' 1/4 MATCH 2BETWEEN EXPANSION TYP. CURB FACE 1/2" 0 x 18" 14JOINTS SHALL VARY " 2 � � 1$ 0.C. 612 RADIUS TOP OF CURB 1/4 " „TO ALLOW MATCHING 1. SIDEWALKS SHALL BE CLASS B CONCRETE; A MINIMUM OF 4” THICK. --�''GREASED SMOOTH - . �' / -APPROACH APRON DEPRESSED CURB `12 RADIUS 6 MIN '° .DOWEL OR #4 OF JOINTS ADJACENT O,°: 6 MIN4 ,• qEXISTING IMPROVE-- 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4 IN DEPTH AND COMPACTED 1" LIP GUTTER FLOW LINE FACE ANGLE ANCHOR ° 8 MAX e l 8 MAX °REBAR W SLEEVE ,. °,.MENTS. P AT ALL EXPANSION ` STRUCTURE BCKFILL. ,' TO A MINIMUM OF 90% MAXIMUM DENSITY SHALL BE PLACED UNDER THE 1/2 EXPANSION JOINT 1/2" EXPANSION JOINTs. ;;» °e o,°o oe4• » JOINTS AND SIDEWALK WHEN THE SUBGRADE HAS AN R-VALUE OF LESS THAN 70. E. ..EVATION BE DIPPED OR SHALL NOTE:GRATES TO BE BICYCLE PROOF A C. BERM IN o' � \` `' \ \ 6 BELOW FL CONSTRUCTION JOINTS. TYPE A PAINTED D DETAIL „B„ PER STATE STD. PLAN D77-B RURAL AREAS 3. 1/2" EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, DRIVEWAYS COMMERCIAL QUALITY AND AT ALL INTERVALS NOT EXCEEDING 25'. ASPHALTUM PAINT. THE"EXPANSIVESMOOTH, TS GREASED DOWELS 24" O.C. TO BE PLACED THROUGH SAME AS SIDEWALK » „�._,,,� 3 1/2102 x 1/2" 3" MIN. �► CONC. CURB DROP SLOPE 2 NOTE DETAIL B \ --) �. A CITY ENCROACHMENT PERMIT AND (1) TYPE "A" AND "C" CURB TO BE CLASS `B' P.C.C. 6„� 2% ' INSPECTION ARE REQUIRED FOR �2� DIKE TO BE TYPE `B' A.C. 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1-1/4- IN DEPTH AT = - 1” LIP u 1/2" " TRENCHING IN PUBLIC OR COLONY GREATEST O.D. DIMENSION INTERVALS NOT TO EXCEED 5. P. FOR USE WITH ''� AT PIPE JOINTS RIGHT—OF—WAYS. 3 STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS. C"C' CLASS B : '.': ::;: 24" WIDE GRATE CURING METHOD - 5. SIDEWALK WIDTH IN COMMERCIAL AREAS TO BE DETERMINED BY THE " 2'-2" (24" - V-11 5/8") w ENGINEER. " n " „ '� " n a EXPANSION NOTE: A MINIMUM OF 90% RELATIVE COMPACTION IS PERMITTED IN A NON-ROADWAY TRENCH, CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO 6 2--0 x JOINT `- 3 MIN• THE PROVISIONS OF SECTION 90--7 OF THE STATE STANDARD SPECIFICATIONS. II L4 x3 x1/2 I, Q WING TRANSITION PLAN WHEN NO STRUCTURES ARE TO BE BUILT OVER THE TRENCH. IF STRUCTURES ARE TO BE BUILT CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. SLOPE BACK OF „ OVER THE TRENCH, USE RELATIVE COMPACTIONS SHOWN ON THE TRENCH SECTION ABOVE. SECTION SIDEWALK TO GUTTER 3'- 5 3/8- CL ARANCESFROMTI SIDEARE UBOXX WALLS NABLE TO AW WILL REQUIRE TYPICAL FRAME A DESIGN APPROVED BY THE CITY ENGINEER. DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO • CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO R.A.L. DRAWING NO. R.A.L. DRAWING No. R-A-L. DRAWING NO. R.A.L. DRAWING NO. V.S. DRAWING NO. ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT DESIGNED BY: DESIGNED BY: e DESIGNED BY: DESIGNED BY: S.J.S. S.J.S. S.J.S. S.J.S. V.S. VTE: 418 D TE: 41 - DRIVEWAY APPROACH DATE: DATE- BACKFILL REQUIREMENTS FOR27/92 CURBS 2 27 92 SIDEWALKS 2/27+/92 4 23 02/27/92 STORM DRAIN INLETS 02 27 92 �� FILE NAME: FILE NAME: - WITH CONCRETE CURB & GUTTER RILE NAME: FILE NAME: WATER OR SEWER LINES AT41$.DWG AT423.DWG AT502.DWG AT702.DWG R W 6" 50' 42' EXIST AC X04 � R W 50, 2" AC 6 AB WIDTH VARIES (37'-42') I 0000 000000� EG w SEE PLAN 2' 8' 42' 000 00 00 0(j 0 0 , _` — o 0 000 00°� 0°�00Q0� 2 2 1#4 REBAR — �a AC PAVE-OUT BAND OR OTHERWISE AC PAVE-OUT CONST DRAIN COVER JOINT TO _ _ 18" OC 2 WIDTH VARIES 0' TO 30' 6"I'"'-�- WIDTH VARIES 0' TO 27' AC PAVE--OUT INLET, CITY �. WIDTH VARIES PREVENT CONCRETE I� ,��1 w 1 w ^.r k STD SO2 FROM ENTERING PIPE ,. , I v EXISTING PAVEMENT W 1 RELOCATED FENCE ,. SECTION o _ -- PIPE PIPE SEE PLAN FOR TYPE x Q a EXTENSION PIPE EXTENSION, AND LOCATIONS \ 2% MIN" ` T`i M -- 1 419 w w EXIST PIPE' EXIST 0 vi (n < EXISTING PAVEMENT 0 757i t F5. N'. 0* o Oo ��`""' 418 w SECTION 1 MIN AC -� CITY STD 418 3" AC TYPE B 2 Oo ° O o Y J 1/2" MAX MED o 0 o O ^ EXTEND EXIST PIPE AS REQUIRED. CONTRACTOR TO VERIFY 8" AB / ° Q. p� p o O o °o O SIZE AND TYPE OF PIPE TO MATCH EXIST. #4 REBAR 18 OC EXTEND EXIST PIPE AS REQUIRED. SIZE OF EXIST PIPE s SIZE AND TYPE OF PIPE TO MATCH O EXIST. O0 bo RELOCATED FENCE " A SECTIO _., ... SEE PLAN FOR TYPE 1/2-C, TYPE D NO SCALE CLASS B CONCRETE AND LOCATIONS 8" AB REMOVE EXIST DRAINAGE STRUCTURES (DRAIN INLETS, HEADWALLS, ETC.) NOTES: NOTES: AS REQUIRED 1e THE UPPER 12" OF SUBGRADE SHALL BE SCARIFIED AND RECOMPACTED TO A 1, UPPER 12" OF SUBGRADE SHALL BE SCARIFIED AND RECOMPACTED TO A RELATIVE RELATIVE DENSITY OF NOT LESS THAN 95%. DENSITY OF NOT LESS THAN 95%. ro 2. AGGREGATE BASE SHALL BE CLASS 2 AND SHALL BE COMPACTED TO A RELATIVE 2. AGGREGATE BASE SHALL BE CLASS 2 AND SHALL BE COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 95%. DENSITY OF NOT LESS THAN 95%. RECORD CL-' EXIST EP a cv _.2— — ___ — .__ .�/l L __ __ _ __/. z __ __._ __. L�./___,. TYPICAL PIPE EXTENSION TYPICAL SECTION TYPICAL SECTION `�' 20' TYP 20+72 LT -- 28+35.5 LT — .:- 28+35.50 LT 31+90.70 LT NO SCALE ". , r P y t , t v x •. *, G Y ,r t ,� G f NO SCALE .,,� i Y'z\a` `r '�,✓�#5�, 5- .y as " 4%tom£ F:'' � tiro �i F ,o, N + 7 'lei.h 7Y {t"^ v-F , 0" '�„`� ° N �x f S CD AC DIKE 4N8 AC PAVE--OUT REVISIONS -�-- CITY OF A NO. BY DATE DESCRIPTION A �� ss><oNq� CD CONST. DRAIN INLET, ROMAM NOR nj COAST ENGINEER'!NC INC. ANON � sr��, , EL CAMINO REAL WIDENING PROJECT U") CITY STD 502 co co r CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT Cn 29743 EL CREAL M -725 Creston Rd. --- Suite B � Exp. 3/31/03 � DETAILS co DRAIN INLET DETAIL Paso Robles, CA 93446 PATE •7-r, _ 6 N (805) 239---312 s,,9�� Cfv'� ��\�\P DATE 'STEVEN J. SY TE R.C.E. 29743 EXP. 3/31 03 DATE TS o� CA��F (805) 927-8651 DESIGNED BY: DRAWN BY: CHECKED B e JOB NUMBER SCALE: SHEET: 0 JLM JLM/CAC KSS 99-138 AS NOTED 5 OF 5 M NORTH COAST ENGINEERING INC. copyright © 2000