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2000 - El Camino Real - Rehabilitation
b z � x a s e Nk AN 20001hh. Mob off ME IL AV JMFI 100 AN F -H Im %, -ff V r H EMENT L ANI" wr 1 17: KA I N I I I E; mi. 11 wr 0 ani Fill! SACRAMENTO a q SAN FRANCISCO FaUNDD MONTEREY ' F z y, t 0 ATASCADERO SAN LUIS OBISPO a o LOS ANGELES ,s, SHEET 2 C00 SAN DIEGO d . �i SHEET 3 VICINITY M"AP Asofta am, .Sodom&, NO SCALE SHEET INDEX MAP Ole NO SCALE A"O" AN La 01S UE3 z5vvy U Ymommod" A LEGENDZ51FA ]Fti L; ALIF� 'mob" RNIA TP TOP OF PAVEMENT Ow EXISTING MANHOLE TC TOP OF CURB SHEET I DI EXISTING STORM DRAIN INLET/CATCH BASIN PT POINT OF TANGENCY 141EXISTING WATER METER PC POINT OF CURVATURE 1. TITLE SHEET IN MBEXISTING MAIL BOX SEE CONST. NOTE 1, CURRENT SHEET PREPARED BN 1 + T 4 EL CAMI 0 REAL 18 00 0 1 0+30 aa PGE- EXISTING PGE BOX U.O.N. UNLESS OTHERWISE NOTED �""� CD EXISTING AGN - — -- — - SAWCUT ENGINEER 3. EL CAMINO REAL 140+30 TO 165+50 `" is EXISTING TELEPHONE PEDESTAL OR VAULT CuTt L -----�-- PROPERTY LINE m ov EXISTING VALVE „�,,, ,� �, ,�,,, 4. DETAILS RIGHT-OF-WAY EXISTING GUY WIRE NORTH COAST ENGINEERING INC. >-�--W CONSTRUCT 2:1 SLOPE U.O.N. co ��-� EXISTING FIRE HYDRANT 725 Creston Rd Suite 8, Paso Robles, 239--3127 c, RT RIGHT EXISTING EDGE OF PAVEMENT LT LEFT ---X--X- EXISTING FENCE EP EDGE OF PAVEMENT EXISTING MONUMENT 16 CONSTRUCT PER DETAIL 16, SHEET 14 Cn Z. EXISTING UTILITY POLE 14 BID No. 9 ? AC ASPHALT CONCRETE DI EXISTING TOP OF SLAB CL CENTERLINE CU CONC CONCRETE CD EG EXISTING GRADE rn °' CONST CONSTRUCT ro R/W RIGHT--OF-WAY c.. EXIST EXISTING QROEESS/ rop�4 C- FG FINISH GRADE 3.. SYS SURVEY NOTE NTS NOT TO SCALE TOPOGRAPHIC SURVEY PREPARED BY c :v STA STATION PENFIELD & SMITH DATED 11--1--91 29743 FIELD REVIEWED AND UPDATED 12-18-3 °' I007 • �r SW SIDEWALK Exp. 3/31/03 � o STEVEN J. SYLVE! R R 29743 EXP. 3/31/03 DATE M UON UNLESS OTHERWISE NOTED CITY ENGINEER ��'`�T CIV 4IL \P m < RECONSTRUCT PAVEMENT PER 4 OF CA,� PLACE PAVEMENT REINFORCING FABRIC r NORTH COAST ENGINEERING INC. copyright p 2000 I I I " 4� I I� I I � � -______________ - ____________ - - 11 . . .I I I . I I . . I I . 1. .11 I I . � I- I (")* I 6 �� P 0 ;�z :30 1 TZ I a. H INSTALL CONSTRUCTION SIGNS Ix C13 'END CONSTRUCTIONS` 2�_U) Cr.Z 0 INSTALL CONSTRUCTION SIGNS I C18 `WROAD CONSTRUCTION AHEAD" WO W--- C13 *END CONSTRUCTION* ON JUNIPERO AVE 500' EAST OF 2- F= EL CAMINO REAL 6wz C18 "ROAD CONSTRUCTION AHEAD' 0 20' 40' 80' - 0<:z ON CURBARIL AVE 500' EAST OF 1_________j . i cL a.0 MEWWWEEEF I I 11 � z EL CAMINO REAL �� C.- 8ZZ2 . . 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SYLVF,61VR �.�.E. 29743 EXP. 3/31 0 _-1 PAINT CHANNELIZING LINE STRIPE PER CALTRANS PAINT "40" PAVEMENT MARKING PER CALTRANS SM. DWG. A24C (OF C mmommom momom D @ @ (805) 927-8651 DESIGNED BY: DRAWN BY: CHECKED 13Y.-I" NUMBER I SCALE: SHEET: C) STD. DWG. A20D. DETAIL 38 " 0 Cr JLM CAC JBN 99-139 1 1 = 40 2 OF 4 CL � � I I _-1 11 . .. I . �Z_ . I 11 I Cn I CD NORTH COAST ENGINEERING INC. copyright (D 2000 M __ ENNNUM000 0 ; . I !� 1,� -I I j r,�, �� I- ,7, -,- , "--:7- �,:�O,"""' "'�� r�_" , / _/z 1&4�1-)I' I I 5 _1� , /�j , ,, \ , , -1 / 11 I . / T, ,',I ?� 1�� \ /, "' .��-- ", ( I - // � , / / , /, 1�11 , 11�� �A//j /Z"�/�_// I I i , '� / f r, / - /Z __ `�`__0(11 �� I , // ",-I- - - 7si �1,I �,_ a w ),�� . I 1 1 31 11 _',_�___11�11 I -WALK � I , zzz��If __ 7__7_____-_____'__ - ��7--.--=-__.-- - - -, , l--:-:L---- 11-1� " _` _11- , . 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BY DATE DESCRIPTION a @ PAINT 12" WHITE CROSSWALK STRIPE PER @ PAINT BIKE LANE AND BIKE LANE ® 20 40 80 11111111111111111 `- CALTRANS STD. DWG. A24E, ARROW PAVEMENT MARKINGS ST NEIN I I,.., COA ��� ,,� a. SY �s �,. EL CAMINO REAL. REHABILITATION .� ® PAINT BIKE LANE STRIPE PER CALTRANS STD. @ \4jADJUST MANHOLE FRAME AND COVER PER SCALE: 1"=40' � DWG. A20D, DETAIL 39A IffQ 1�; CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT 10 ADJUST WATER VALVE BOX PER 29743 EL CAMINO REAL_ a 0 PAINT LANE UNE STRIPE PER CALTRANS STD. co DWG. A20A, DETAIL 8 11 PAINT DIRECTIONAL ARROW, TYPE IV (L) 725 Creston Rd. -- Suite B Exp. 3/3i fo3 * DATE STA. 153+30 TO 163+69 PAINT TWO WAY LEFT TURN LANE 12 PAINT 12" WHITE LIMIT LINE AND "STOP" Paso Robles, CA 93446 4-6z� a - A- �5 _ STR#PE PEft CALTRANS STD. DWG. A2{ DETA{L 32 PER CALTRANS STD. DWG. A24E AND A24D.cn (805) `�'�'� C,V'�" �\� DATE i STEVEN J. 5 Ery C. . 29743 EXP. 3/31 o DATE`' ' �% l�1 PAINT CHANNELIZING LINE STRIPE PER CALTRANS 13 PAINT 40 PAVEMENT MARKING PER CALTRANS STD. DWG. A24C (805) 92'7--8651 DESIGNED BY: DRAWN BY: CHECKED BY-."JOB N BER SCALE: SHEET. CD STD. DWG. A2oD, DETAIL 38 JLM CAC JBN 99-139 1" = 40' 3 OF 4 n I l�� __ I _ _ _ ------ - . 111111111111111111111 © NORTH COAST ENGINEERING INC. copyright C) 2000 co , :'-I'll 1111.0111.,, 1 0 ', ~,., »„,w _ w „. -1 I -- w..., ~...,.,.. w°~,1111.. _ .- REUSE EXISTING VALVE BOX AND COVER CONST CLASS A CONC COLLAR . e it a. SAW CUT EXIST AC A f 8 THIS DETAIL SHALL BE USED FOR THE 100' ADJUSTMENT OF SANITARY SEWER / \ CLEAN—OUTS AND SURVEY MONUMENT ��� ( � WELLS. I I EXTEND EXISTING I I RISER AS REQUIRED 80' REUSE EXIST FRAME AND COVER CONST CLASS A CONC COLLAR t SPLICE AND EXTEND 1/4" LIP (TYP) AC OVERLAY LOCATOR WIRE AT WATER VALVE BOX 1.5" AC OVERLAY EXIST AC AS REQUIRED EXIST CONC CURB EXIST CONC CURB { " GUTTER AND SIDEWALK EXIST AC PAVEMENT GUTTER AND SIDEWALK 8 `'°- ' w.n-u. ..�... :>: �� ° I' REUSE EXIST VALVE BOX AND COVER C _ _ _ _ _ _ T, rT _ _ _ � INSTALL 3" OR 6" RISER RING ` - �" _ __��- ��----�---- - �_______ -------------- ---------------- ------------- - - - - - ,r z (9" MAXIMUM). L ___________ r' 5 5 r� ,'S „-.,........_...,. ¢.f z S„�� �,f ,r�..,..,,...t Vis_......___ ..._..__.,_.... d •.q A. .p AC LEVELING COURSE .._ __-.__. ..,_. NQJE ' REUSE EXISTING RISER RINGS OR l FURNISH NEW RISER RINGS AS v j f __` „w _.n .... 1 a: r tip, p RECTED B AC LEVELING COURSE SHALL BE REQUIRED. BROKEN OR CHIPPED 4F f PLACED AS DI Y THE CITY RISER RINGS SHALL NOT BE �� ENGINEER. USED UNLESS APPROVED BY THE CITY ENGINEER. m 2. PAVEMENT REINFORCING FABRIC SHALL + r BE PLACED AFTER PLACEMENT OF AC LEVELING COURSE i�ilri. s.`� t 'rJ � L� p • MANHOLE COVER ANIS WAT=KPAVEMENT REHABILITATION SECTION 1 � FRAME ADJUSTIVIE.*NT NTS NTS ® ani 6' W W J ac AC OVERLAY EXIST AC, THICKNESS EXIST AC VARIES 4 d ----------------------- ---------------------- =`�^- PAVEMENT SURFACE EXIST CONC CURB de AFTER COLD MILLING GUTTER OR CROSS GUTTER LIP LD MILLING DEPTH AT GUTTER TO MATCH OVERLAY THICKNESS 1=1 I 1=1IIIA COMPACT SUBGRADE, " SEE NOTE 3 6 MIN AC OR MATCH EXISTING PAVEMENT C, THICKNESS, SEE NOTES 1 CD c�) AND 2 Cu `U cv NQI M 1. AC FOR PAVEMENT RECONSTRUCTION SHALL C' BE TYPE B, 3/4" MAX, MEDIUM GRADING N 2. AC SHALL BE PLACED IN LAYERS IN CONFORMANCE WITH SECTION 39--6 OF THE co STANDARD SPECIFICATIONS. 3. THE UPPER 12" OF SUBGRADE SHALL BE C) COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 95X om `D TYPICAL PAVEMENT RECONSTRUCTION "LLN NTS NTS a� m rn rn i REVISIONS ., OFN0. BY DATE DESCRIPTION CITY ATASCADERO QR�E�/pNgl mL... NORM" COAST ENGINEERING w� 3. SY4 �' EL CAMINO REAL REHABILTATION CD CIVIL ENGINEERING LAND SURVEYING • PROJECT DEVELOPMENT w 29743 DETAIL 725 Creston Rd. — Suite B Exp. 3/3 /03 Cn Paso Robles, CA 93446 DATE s�q CIV1\. ��P (805) 239-3127 �� DAA STEVEN J. SYLVE R E. 29743 EXP. 3/31 03 DATE C' OF CA�� -3 (805) 927-8651 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NLYABER SCALE: SHEET: CL JLM GAC JBN 99--139 AS SHOWN 4 of 4 C) NORTH COAST ENGINEERING INC. copyright D 2000