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Home My WebLink About1932-1SCALE: 1 a =40, 40 20 0 40 80 120 SCALE IN FEET R/W R/W I I I 120' 13' 38 18 owns 380 12' 12!wl 12' 121 + --a*- 14' FUTURE S 40 all CURB 1 0.51 L S)79PEJ v r , TYPICAL SECTION N.T.S. EXIS11NG UNDERGROUND STRUCTURES: THE EXISTENCE AND LOCATION OF THE ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON RIESE PLANS ARE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THE THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS. ITS SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER'S OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING THE UNDERGROUND UTILITY PIPES, CONDUITS, STRUCTURES SHOWN OR NOT SHOWN ON THE DRAWINGS. HOLD HARMLESS AND INDEMNIFICAT110N CLAUSE: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE NTH GENERAL ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL REQUIRED THE ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNITY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 1411 1409 1407 1405 1411 RIGHT 1409 1407 1405 10. mmomommmmmmmmmmmmmmmmmmmmmmmmmmmmmmm 156 LF. PCC SIDEWALK � AC PAVING 8 1" AC PAVING 5390 SF. DRIVEWAY APPROACH 8 T 5 EA. R28S(RT) 1 EA. R28S(LT) 1 EA. ci 3 0 0 a 6 E)GST. R/W E)aST-WAJEF LINE_ . MMMMMMM1MMMMMMM mmmmmmmmmmmmmmmmmmmmmmommmmmmmommmmmmmmmommrm3mmmm MMMMMMMMIMMMMMMOMMMMAMMMERMMMEMMMMEMMMMO ML Emmmmm MMME MMMMMMMM EMMMENE mo 311111111011 NONNI N., I MEMMUN MEN ME MMMMMMMMM3m3MMMM MEMO SCALE HORZ. 1* ,ws VERT. 101111114! 9 C4 L _j 8 v - L STA 10+00 20 I.P. T.-B.CO. SURVEYOR LL CYPRESS AVE. 1* OVEFdAY M 2' PAST CENTERUNE (SEE TYP. SECTION) 1411 1409 1407 1405 RIGHT 1409 1407 1405 5IN 0 156 LF. PCC SIDEWALK � AC PAVING 8 1" AC PAVING 5390 SF. DRIVEWAY APPROACH 8 T 5 EA. R28S(RT) 1 EA. R28S(LT) 1 EA. ci 3 0 0 a 6 E)GST. R/W E)aST-WAJEF LINE_ "W *W tAb 1. W FD SPIKE 11+00 12+00 13+00 15+00 16+00 BASELINE A E. ... .. .... .. 1 00 50. 101� + 00ST. EP PR 0 P 0 SSMEMD E)OST. R/W GRADE +t WM TO DRAIN I EAST. DRIVEWAY STA. 13+69 STA. 1'3+7&58 mmillillill1illil 4 Ilk q. RELOCATE E)aST BEGIN TAPER EYJST. CL TELEPHONE POLE FENCE # 100011H APN#241-041-45 241-0\ 241-041-47 BY PACIFIC TELEPHONE E)(IST. R/W 41-46 RELOCATE E)(IST PRIOR TO CONSTRUCTION TELEPHONE POLE PROPOSED # 102464H DRIVEWAY BY PACIFIC TELEPHONE PRIOR TO CONSTRUCTION "r DELINEA10N DE US LINES VMITE YELLOW DIRECTION OF TRAVEL DETAIL 27A 2*-[ EDGE OF TRAVELED WAY (A.C.) 40 0 8" CURB & GUTTER 156 LF. PCC SIDEWALK 910 SF. AC PAVING 8485.50 -SF. 1" AC PAVING 5390 SF. DRIVEWAY APPROACH 193 SF. TYPE L MARKER, CLASS 1 5 EA. R28S(RT) 1 EA. R28S(LT) 1 EA. TRAMC STRIPE (LF) DETAIL 12'8 WHITE 4* YELLOW 8* WHITE 4## WH I TE 27A r,-7 21 1 1 914 NO. NOTE: TRAFFIC STRIPE AND PAVEMENT MARKINGS SHOWN I�RE FOR INFORMATION PURPOSES ONLY. ANY CONTRACTOR WISHING TO PROVIDE OWNER NTH BID SHALL MAKE THEIR OWN ESTIMATE AND PRESENT THEIR BID ACCORDINGLY. STRIPING GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH -THIS PLAN AND THE STANDARD SPECIFICATIONS DATED JANUARY, 1988 AND THE STANDARD PLANS D7ATED --JANUARY, 1988 OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION 2. ALL EXISTING DELINEATION SHALL BE REMOVED V41THIN THE PROJECT LIMITS. REPLACE AS SHOWN WITHIN THE PROJECT LIMITS. 3. ALL WORK, MATERIAL AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. 4. PAINTING PROCEDURE SHALL CONFORM TO THE STANDARD SPECIFICATIONS AHD THE REQUIREMENTS OF THESE GENERAL NOTES. 5. TRAFFIC STRIPES AND PAVEMENT MARKINGS ON NEW SURFACING SHALL BE APPLIED IN TWO (2) SEPERATE COATS. THE,SECOND COAT TO BE APPLIED WITHIN 30 DAYS. 6. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND MARKING AND SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY THEREOF TO THE SATISFACTION OF THE C;TY ENGINEER. 7. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO CALTRANS APPROVED SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HERREON CORRESPOND TO THE CALTRANS SPECIFICATION SHEET CODES. SIGNS SHALL BE THE STANDARD SIZE UNLESS OTHERWISE INDICATED. 8. MATERIALS FOR SIGNS, POSTS AND MOUNTING HARDWARE, SIGN CONSTRUCTION AND SIGN PANEL INSTALLATION SHALL CONFORM TO SECTION 56-2 OF THE CALTRANS STANDARD SPECIFICATIONS. 9. SIGNS SHALL BE MOUNTED ON METAL BOX SECTION POSTS UNLESS OTAERWISE INDICATE.). POSTS AND INSTALLATION SHALL MEET CITY REQUIREMENTS. 10. CAT TRACKING TO BE APPROVED BY CITY PRIOR TO PAINTING. REVISIONS FNGR'S APPROVAL I DArE CITY DATE APPRCVAL BENCHMARK: BM# 407 PK NAIL WEST END SW CURB RETURN 0 MILLER & CYPRESS ELEVATION: 13M.59 VICINITY MAP N.T.S. F SITE GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK. 3. MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED TO 6" BELOW FINISHED PAVEMENT GRADE BY THE SEWER CONTRACTOR, AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR, AT THE COMPLE11ON OF PAVING. 4. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. 5. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 6. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 7. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC, SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS; IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 8. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 9. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 10. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 11. BACKFILL MATERIALS TO HAVE A S.E. OF 30 (MIN) AND A MIN COMPACTION OF 90%. 12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 13. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE ON EXISTING WATERLINES. 14. IF EXISTING UTILITIES OR OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEERING AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL OR REINSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. 16. ACTUAL THICKNESS OF BASE MATERIAL IS TO BE DETERMINED BY SOIL TEST AND RECOMMENDED BY THE SOILS ENGINEER R. VALUES, SAND EQUIVALENTS AND STRUCTURAL SECTION OF STREETS,AND SHALL BE SUBMTTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 17. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, T.HE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. ANDEZ, KROONE & ASSOCIATES Planning - Design - Surveying - 435 Orange Show Lane, Suite 203 San Bernardino, CA 92408 (714) 884-3222 CONSTRUCTION NOTES: CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. 101. Q CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. 105-A. CONSTRUCT ONE COMMERCIAL DRIVEWAY ENTRANCE PER STD. 102-C, W=24'. CONSTRUCT 6 1/2" A.C. OVER 95% 12" COMPACTED NATIVE MATERIAL. (a) SAW CUT TO NEAT STRAIGHT EDGE PER GENERAL NOTES. INSTALL 'TYPE L OBJECT MARKER ON "C CHANNEL PER CITY STANDARD. 1- MIN. OVERLAY TO 2' NORTH PAST CENTERLINE OF BASELINE. PAINT DOUBLE YELLOW TRAFFIC STRIPE PER STATE STANDARD DRAWING A20 -A, DETAIL 21. PAINT 4" WHITE STRIPE PER STATE STANDARD DRAWING A20-8, DETAIL 27A. @ INSTALL CLASS 1 FLEX113LE POST DELINEATORS PER STATE STANDARD DRAWING A74 -A. INSTALL R28S(RT OR LT) CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTME-NT STREET PLAN SCALE VM I BASELINE AVENUE 1 to =40' DESIGNED BY FROM 188' EAST OF CYPRESS AVENUE TO DATE RH 345#___�AST OF CYPRESS AVENUE 10-15-90 j%y PROVP DRWG SHEET IRI C, /0)32 ',T�RICHARD R. HERNANDEZ R.C.E. 42246 DATE IN'TE-RI CITY ENGINEER- R.C.E. 25131 OF