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HomeMy WebLinkAbout1999 - San Benito Road TRAFFIC WAY I TO STATE ROUTE 101, ._...,�.,,, 2.5 MILES 0 0 o = rn M z a o Z Q 0 O Q YO CJ ID SITE -- � 'Op. 010 ROP. r.a Lv a ROP Pg�N SAN BENITO SCHOOL Al EXISTING 1 �� e I IRON FENCE SHED I � EXIST DITCH I ..,.� 11 EXISTING �. — ..._ — ...._ .._... f x CONCRETE VICINITY MAP CONCRETE �� SIDEWALK ---------- ---- -- x I SIDEWALK - II I� _ - _ NTS CONCRETE CURB Al 5' HOG \ �` SPEED r,,. ° �- �. .'� _' `--- WIRE FENCE \ II 0LIMIT S� FH `Q ° .� _ -. -�__ CONCRETE VX CONCRETE CURB CURB e -_. -- ---- _--- /r SL 10+96 BEGIN CONST r` MULTIPLE -__ _ CL ONFORM WILLOWS 8" TREE � _� � -��� - `-- �...�... `�' �O,o�� //// CONCRETE rA PARKING 1 AC DIKE "'-- L '� ---` // —— — CROSS GUTTER __. _ _ ___ — \� SIGN 16' ' R=30' _ HP WALKWAY ``'' -=�-_— -- -- �.,� TOP HP HP L_:-t �' 8' PARKING LANE 4' DG WALKWAY EASEMENT AC BERM `--`�-__ JF 5X ~�-� ---1 R=20' wv� T`- -- - '" -,- --7"./ -� 1 I" "- :: EXIST AC PAVEMENT — — — 2+00 ' PAINT PARKING STALL MARKING (TYP) — 6 OG 2 1 00 ` N�37'08 47 E 1309.47 11 TRAVEL LANE _ 3+00 4+00 N, N 6" DG AC " BERM �� � 1 I.P. i JP TO BE , RELOCATE RELOCATED 16 13' TRAVEL LANE `N ROAD SIGN BY OTHERS VARIES EXISTING ING AC P V MENT /! _ ..GL_. . . __..1,/ Z44/ _ .. VARIES t e . - - _ P 'e — -- 1+00 CL SAN BENITO ROAD �� �' SPEED =11+30,54 CL DEL RI ROA 1 /� LINT SIGN ---.. AC DIKE BARBED TYPICAL SECTION e V P .�. wIRE FENCE w z ' / 1+68 EN® RELOCATION Y � Rm, /R=20' BARBED WIRE FENCE 3' DG WALKWAY STA 10+96 DEL. RIO TO STA 3+53 SAN BENITO OFFER OF DEDICATION PAINT TRAFFIC STRIPE J DETAIL 21 ® x PAINT PAVEMENT MARKINGS ` w Z 11+89 BEGIN RELOCA71ON DETAIL A24D AND A24E (TYP) \ 1 w BARBED WIRE FENCE cv 11+88 END CONST BEGIN AC DIKE CONFORM \i � 1 SAW CUT 12" EXIST EP HP 2' 4' VARIES VARIES 3' O TO 3 EXIST EP 12" SAW CUT EXIST PAVEMENT AC DIKE AC DIKE CITY STD 418 3 AC EXIST PAVEMENT CITY STD 418 1 2 � 3" AC 1 5-% 1 (TYP) _ -W- = % 1 f 2 -- SYMBOLS LEGEND ABBREVIATIONS 0 0 20 40 11--- ---- -. * wv EXISTING WATER VALVE AB AGGREGATE BASE 6" DG O jP EXISTING ANT POLE AC ASPHALT CONCRETE SCALE: 1"=20' 8" CL 2 AB86"" CL 2 AS DG CL CENTERLINE -- EXISTING GUY WIRE CMP CORRUGATED METAL PIPE U FH EXISTING FIRE HYDRANT CONST CONSTRUCT EXISTING EDGE OF PAVEMENT DG DECOMPOSED GRANITE ty PAVEMENT ID NING LEFT PAVEMENT WIDENING"' RIGHT -- -- EXISTING SIGN DWG DRAWING G NTS 3 NTS _x_x EXISTING FENCECn EP EDGE OF PAVEMENT .ac ------------ RIGHT--OF—WAY HP HINGE POINT `�' -- -- PROPERTY LINE NTS NOT TO SCALE rn 3 � CONSTRUCT PER DETAIL 3 PROPERTY UNE SAWCUT PAVEMENT R/W RIGHT OF WAY cri STD STANDARD GIST AC PAVEMENT UON UNLESS OTHERWISE NOTED WV WATER VALVE a IMPORTED BORROW (DECOMPOSED GRANITE) E G' ------ --< CONST 2:1 SLOPE UON REVISIONS ATASCADERO OFCITY ON0. BY DATE DESCRIPTION \.J � Ess/'oN�� NOR m COAST ENGINEERING INC. �' . � ---i N A T J S 4� � SAN BENITO ELEMENTARY SCHOOL r(n 14 1. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN PLACE ALL EXISTING FENCES AND APPURTENANCES WITHIN CIVIL ENGINEERING • LAND SURVEYING •PROJECT DEVELOPMENT THE AREA OF WORK. 29743 `�' SAN BENITO ROAD cn 2. COMPACTION - AGGREGATE BASE SHALL BE COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 95 PERCENT Exp. 3/31/03 THE UPPER 12 INCHES OF SUBGRADE SHALL BE SCARIFIED AND RE-COMPACTED TO A RELATIVE DENSITY OF NOT 725 Creston Rd. -- Suite B LESS THAN 95 PERCENT. IMPORTED BORROW (DECOMPOSED GRANITE) FOR SHOULDERS SHALL BE COMPACTED TO I�d 5 o Robles, C A 9 3446 DATE A RELATIVE DENSITY NOT LESS THAN 90 PERCENT. (805) 239-3127 -� e'v�L �,�`�- DATE TE1/EN J. S , STE CITY ENGINEER R.C.E. 29743 EXP. 3 31/03 0A TE 3. FENCE SHALL BE RELCOATED 6" OUTSIDE EXISTING RIGHT OF WAY OR OFFERS OF DEDICATION. OF CALF � (805) 927-8651 DESIGNED BY: DRAWN BY. ECKED BY: JOB NUMBER SCALE: SHEET: JBN KSS DRB 99-107 1" = 20' 1 OF 1 © NORTH COAST ENGINEERING INC. copyright p 1999