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Home My WebLink About3380-1BE=NCH AfAPK: FOUND 1" IRON PIPE AT INTERSECTION OF OLEANDER AVENUE AND WALNUT STREET, ELEVATION 70.00. BASIS OF BEARINGS: CENTERLINE OF OLEANDER AVENUE, HAVING A BEARING OF 50 00`34"E. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS," THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGEO,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTIL— ITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IPRIGA- TION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE PESPONSTBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. I" 7,4 ! t' f, nnnnan ww��nrmnn� DIAD I�I�' I�Iiil TWO WORKING BEFORE 1uw ;,' DAYS BEFORE YOU DID � s � YOU DIG TOLL FREE = 2°800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV, REVISION DESCRIPTION DATE I ENGR. I CRY I DAZE NOTESGRADING CONSTRUCTION l TIT) ASPHALTIC CONCRETE BCR CONSTRUCT 3" AC (C2-AR4000) OVER 4" (CLASS 2) CRUSHED AGGREGATE BASE. 3.465 SF BEGIN VERTICAL CURVE CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD. 102-A. 410 SF -.AB MILAER CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. 1003. 160 LF CUBIC YARDS CONSTRUCT 6" PCG CURB ONLY PER CITY OF FONTANA STD. 1003. 220 LF UD CONSTRUCT PCC SIDEWALK PER CITY OF FONTANA STANDARD 1114 AND 1115. 2.400 SF Ub CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STANDARD 104, MODIFIED PER PLAN. 480 SF FL SANCUT, REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER SIDEWALK AND AC PAVEMENT. 490 LF SAWCUT 3510 SF PAVEMENT REMOVAL 165 LF CURB REMOVAL FINISHED SURFACE REMOVE AND DISPOSE OF EXISTING TREE. 3 EA LF PROTECT EXISTING TREE IN PLACE, 4 EA 10 PROTECT SPECIFIED APPURTENANCE IN PLACE. 13 EA 11 CONSTRUCT DISABLED ACCESS RAMP PER APWA STANDARD DRAWING 111-, CASE B. TYPE 1. 1 EA POINT OF REVERSING CURVE MODIFIED TO INCLUDE 1/2' LIP AT RAMP ENTRANCE PER TITLE 24 REQUIREMENTS, C11PIZ PVI SEE RAMP DETAIL ON SHEET 1 OF 2. R/W 12 CONSTRUCT FENCING PER ARCHITECTS PLANS AND SPECIFICATIONS 250 LF FARE=WELL ST ASPHALTIC CONCRETE BCR BEGIN CURB RETURN BVC BEGIN VERTICAL CURVE CAB CRUSHED AGGREGATE BASE -.AB MILAER CENTERLINE SITE--,j:j` CUBIC YARDS ECR END CURB RETURN HIGH Si �HOOL WALNUT ST, END VERTICAL CURVE FG FINISHED GROUND FL FLOW LINE FS FINISHED SURFACE GB GRADE BREAK LF LINEAR FEET MOCK MIDDLE OF CURB RETURN LU MIDDLE OF VERTICAL CURVE PCC PORTLAND CEMENT CONCRETE PRG POINT OF REVERSING CURVE PIL C11PIZ PVI POINT OF VERTICAL INTERSECTION R/W RIGHT OF WAY SD STORM DRAIN SF Q SS SANITARY SEWER TAN TANGENT GRADE 9 CURVE TC TOP OF CURB 1 INDICATES CONSTRUCTION NOTE 1 INDICATES CURVE DATA BASELINE RQ VICINITY NOT TO SCALE AC ASPHALTIC CONCRETE BCR BEGIN CURB RETURN BVC BEGIN VERTICAL CURVE CAB CRUSHED AGGREGATE BASE CIL CENTERLINE CY CUBIC YARDS ECR END CURB RETURN EP EDGE OF PAVEMENT EVC END VERTICAL CURVE FG FINISHED GROUND FL FLOW LINE FS FINISHED SURFACE GB GRADE BREAK LF LINEAR FEET MOCK MIDDLE OF CURB RETURN MVC MIDDLE OF VERTICAL CURVE PCC PORTLAND CEMENT CONCRETE PRG POINT OF REVERSING CURVE PIL PROPERTY LINE PVI POINT OF VERTICAL INTERSECTION R/W RIGHT OF WAY SD STORM DRAIN SF SQUARE FEET SS SANITARY SEWER TAN TANGENT GRADE 9 CURVE TC TOP OF CURB 1 INDICATES CONSTRUCTION NOTE 1 INDICATES CURVE DATA INDICATES EXISTING CONTOUR / INDICATES AREA OF SAWCUT AND REMOVAL INDICATES CRUSHED AGGREGATE BASE 65:GR85 _TC . '_ 64.34 TC: INDICATES PCC SURFACING INDICATES PCC (CROSS SECTION) BEE 65:GR85 _TC . '_ 64.34 TC: 64.27 FS 64.35 FS` :,q 63.64 F;S F5 55.18 E'S _ - 6 00 1 1 B. 3 B.-3 B4.18 .: FS FS 54.SO TC 6.4.25 FS 63,74 FS 64.05 TC 64.40 FS 0 " CF G .` CF 63.56 FS 6' 20° 6' SHEET SHE'ET No. SHEET TITLE RAMP DETAIL 1 TITLE SHEET AND DETAILS 1 NOT TO SCALE 2 OLEANDER AVENUE STREET IMPPOVEMENTS Consultant Seal Geansuitcant: Room C11Y OF FONTANA, CALIFORNIA r Jq 101 1nIT