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Home My WebLink About4646-1GENERAL NOTES IX SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF TFI1S PROJECT, INCLUDING SAFETY 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO NOT TO BE LIMITED TO NORMAL WORDING HOURS; AND THAT THE CONTRACTOR SMALL DEFEND, COUNTY STANDARDS AND SPECIFICATIONS. INDEMNIFY AND HOLD THE OWNER THE CIVIL ENGINEER AND THE COUNTY HARMLESS FROM ANY X11 OF WORK ON 2. A PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS WILL BR REQUIRED I THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR PRIOR TO THE BEGINNING OF ANY WORK OR CONSTRUCTION WITHIN THE ENGINEER. SIS COUNTY RIGHT-OF-WAYS OR EASEMENTS. 0 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS � %SHOWN WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THIS PLAN WITH- e � u j MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THIS DRAWING. THE CONTRACTOR IN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK FURTHER ASSUMES ALL LIABUITY ANIS RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, O ( IS TO BE DONE, SHALL BE REMOVED OR RELOCATED AT NO COST TO THE DEPARTMENT OF PUBLIC WORKS. IT SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED 4. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACK FILL, 'COMPACTING ORIGINAL GROUND AND ALL SUB -GRADE SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE SAN BERNARDINO LO COUNTY PUBLIC WORKS DEPARTMENT, FIELD ENGINEERING DIVISION PUBLIC WORKS PERMIT SECTION, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIAL AND/OR SURFACING. 5 AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY PUBLIC WORKS DEPARTMENT, FIELD ENGINEERING DIVISION, AND PERMIT SECTION, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: [A] R -VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OF AGGREGATE BASES. B STABILITY, OIL CONTENT, AND SIEVE ANALYSIS OF ASPHALT SURFACING. 6 IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT, OR DIKE, OR CURB, AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 7 . IF ASPHALT CONCRETE IS TO BE REPLACED DIRECTLY ON SUB GRADE OF THE ROAD OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 8 CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED THAT A MINIMUM OF PONDING OCCURS: SECTIONS HAVING GRADIENTS OF 0.50% OR FLATTER SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO PROJECT ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING MORE THAN 6" WIDE OR MORE THAN 4' LONG SHALL BE SAW CUT AND REMOVED IN LENGTHS NOT LESS THAN 4' AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. 9 AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE ENGINEER TO THE DEPARTMENT OF PUBLIC WORKS, FIELD ENGINEERING DIVISION, PUBLIC WORKS PERMITS SECTIONS, FOR REVIEW AND EVALUATION BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE A PLAT SHOWING THE LOCATIONS OF SAMPLING, A TABULATION OF SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR ALL R -VALUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE READING. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. TRAFFIC CONTROL -- GENERAL NOTES 1 ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE "MUTCD 2003 AND CAILFORNA SUPPLEMENT TO THE MUTCD 2003" 2 ALL STRIPING (LONG LINE) AND PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE PAINT. 3 ALL SIGNS SHALL BE OF HIGH INTENSITY (FHWA TYPE III/IV) RETROREFLECTIVE SHEETING, EXCEPT: A. STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE VII IN RURAL SETTINGS AND TYPE IX IN URBAN SETTING) RETROREFLECTIVE SHEETING. B. "NO PARKING SIGNS SHALL BE OF SUPER ENGINEERING GRADE (FHWA TYPE 11) RETROREFLECTIVE SHEETING. C. SHOOL SIGNS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLUORESCENT YELLOW -GREEN (FYG) RETROREFLECTIVE SHEETING. D. STREET NAME MARKERS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) RETROREFLECTIVE SHEETING AND CONFORM TO COUNTY STANDARD 303 8+29 9+00 10+00 11+00 12+00 13+00 E. CONSTRUCTION SIGNS SHALL BE OF DIAMOND GRADE (FHWA TYPE ) PRIJATE :NGlNEEER'S NOTES TO CONTRACTOR FLUORESCENT ORANGE RETROREFLECTIVE SHEETING CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JCB � I SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF TFI1S PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPER`I% THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT TO BE LIMITED TO NORMAL WORDING HOURS; AND THAT THE CONTRACTOR SMALL DEFEND, I ¢ INDEMNIFY AND HOLD THE OWNER THE CIVIL ENGINEER AND THE COUNTY HARMLESS FROM ANY X11 OF WORK ON AND ALL LLAB$LITY, REAL OR ALLEGED, IN CONNECTION T H TI-'lIE PERFORMANCE I THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. SIS THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPE'S CONDUITS, OR AVAILABLE I STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH X19 THE Z RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS � %SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU"T"ZONARY 3 MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THIS DRAWING. THE CONTRACTOR FURTHER ASSUMES ALL LIABUITY ANIS RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, O ( STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. SCALE 1 "=2Q' HORZ J I s EXIST. RIGHT OF WAY 4 ALL DELINEATORS AND CHANALIZERS, AND OBJECT MARKERS SHALL BE OF FHWA TYPE VII RETROREFLECTIVE SHEETING. 5 SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARDS 303(x) AND 303(b) 6 ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT. SHOWN ON THE PLANS, SHALL BE REMOVED BY CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY REPRESENTATIVE. 7 ALL CONFLICTING SIGNS SHALL BE REMOVED, RELOCATED OR COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVE 8 ALL AND CXISTING ROSSWALK PIAVEMENTIPING AND MARKINGS)PANOTMENT SHOWNROINGPLANS, ICROSS STREET F REMOVED/OBLITERATED,PLIMIT E SHALL BE REPLACED/RESTORED OF SAME KIND AND IN CONFORMANCE WITH THE CURRENT EDITION OF THE MUTCD 2003 AND THE CALIFORNIA SUPPLEMENT TO MUTCD 2003. 9 THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH TRAFFIC DIVISION PERSONNEL FOR APPROVAL OF TRAFFIC CONTROL Q A -w- -- - -- - -._ -- — - - — W - — -- DEVICES PRIOR TO PROJECT ACCEPTANCE. C- I EXIST. CURB & GUTTER 32.00' - _ - K . (i( . _. . — .-,....,- . .. --- EXIST.. EDGE wOF PAV'T- .-.-- — -,.. --- — -.. — -...- — , — — — — — _- --. - W CONSTRUCTION NOTES �...-.��_.....�. ...�M.,�`� EXIST. EDGE LINE EXIST. DOUBLE YELLOW LINE Q i �.J Construct Curb and Gutter Per Co. Std. 116 8-H29 9+00 10+00 N89'46'41 "W 11+00 12+0013+00 13+31.05 _ _ _ _ _ _ _ _ --f-- _ _ 2 Construct Sidewalk Per Co. STD 109, Type C -�-I = EXIST. EDGE LINE I O Construct Driveway per Co. Std 128 Up 9- — +40`~� _ W i e�4 Remove Obstruction from Construction Area. ry 32.00 .OD EXIST. EDGE OF PAV T% I 3 Relocate Utilities from construction area ® OWM TAPER 40 00' 6 Construct AC Pavement Over Class 2 Agg. Base. ,d WM�,O.00° � � I WM +33 GRADE FL-*- I 'EXIST. 6" CURB EXIS .STOP AHEAD SIGN � � � _ _ 5 7=-, 25 Per General Note 9 10 FL56.62} ��:�_.�%� A EXIST. 6 CURB #w I Saw Cut and Remove Exist. Pav't to Form a Smooth Join. `� — WM EXIST. RIGHT OF WAYI X_ --- �8 Pave and Match Exist. Pav't as Necessary, Feather a Minimum of 2 ft. EXIST. BLOCK & ROUGHT IRON FENCES - ( (TVI6"6 }- EXIST. RIGHT OF WAY 1 4 CLF o J FL5i.78 (6.21) i Tn. 7.28EXIST. RIGHT OF WAY I Remove Edgeline West of Sta 11+40 ( See Traffic Note #4). JOIN CURB PROP. RIGHT OF WAY ± v CONC. PILLARS (TC 57.01) (FL56.52) o'3 ` w 10 Install 4" White Edgeline per MUTCD 2003 Calif. Supp. Fig 3A-106 LO 16.00 Lo w Detail 27B ® w ®d w Z • J co �, , ��, �,--ROCK �w�7 � BENCH MARK o � F± "� CO. B. M. DRIVE PIN IN N.W. CURB I R W APN 0243-071-19 .- w �- -.� - X 111 39' NO. OF FOOTHILL BLVD. & 48'W 40° 25' 18" APN 0243-071-51 ® OF ALDER AVE, 1' WEST OF 3'X3' 8' a _�._ Q X DROP INLET. 32 PER CO. PLANS TR 13747 " FOUNDATION EL -1314.515 6.5' 8 ES 2:1QFSIO CHIEF, TRAFFIC DIVISION DATE , 12' APN 0243-071-5o SECT A A �� save as MILLER 2/14/05 ' FIELD BOOK REF. COUNTY OF SAN BERNARDINO EXIST PAVEMENT Slope z -3.s%, 'Land Development �g�� DEPARTMENT of PUBUC WORKS STREET IMPROVEMENT PLANS O. 8 1/4" :1' 2:1 or Flatter �` zs15o f En inetoolerin DESIGNED BY Y APPROVED BY: MILLER /rtVEN U E ROAD 9 / 5V �-= 1 i � ZERMENO GIO 7 LIMITS EXP. 03-31-07 7 2 '�� w_4c�vi .-, `�,{: 43563 ><o>,r, r GONZALEZ RESIDENCE TYPICAL SECTION 6 1�T w. �. c� s, (90) U4-123 suBM BY E. 178-179 17863 MILLER AVE NTSCA RECQM N'' PROVED BY ASST. DIRECTOR OF PUBLIC WORKS DATE [SHEET OF /1 / / t_'/11� IT A KI A t'% A f'f �'S Z Z G 1 1 im,7v f Fast Rex .00 APN 243-C tw•NU Lj