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HomeMy WebLinkAbout5272-1 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO CV COUNTY STANDARDS AND SPECIFICATIONS. ILO 2. A PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS WILL BR REQUIRED PRIOR TO THE BEGINNING OF ANY WORK OR CONSTRUCTION WITHIN THE o I COUNTY RIGHT-OF-WAYS OR EASEMENTS. COS0 I I I 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, II IN■NN■■■■�■■■■■ WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THIS PLAN WITH- 1111■NNNE11NMMEMMN1111N■1111N■�MNNN11■■ENN■N■■N11■N.NN..N11..........11®NN11■11N■1111NNE■1111111111 ■■■■E11■■■■®1111■■■ IN THE LIMITS OF THIS DEVELOPMENT dR IN ADJACENT AREAS WHET£ IMPROVEMENT WORK I5 TO BE DONE SHALL BE REMOVED OR RELOCATED AT NO COST TO THE DEPARTMENT , ■■■■ ■■■■■ ■=11IN1111NE�■■■■■■■■■■■■■■■���■■■■■■■■■■■■�■1111111111■■■■11�■■■�■■■M■■■■■■ ■■■■■ OF PUBLIC WORKS. OF SHALL K THE OWNER'S TION. TRENCH NOTIFY ALL AGENCIES CONCERNED 1111■■ 4. COMPACTION TESTS EMBANKMENT CONSTRUCTION TRENCH- BACK FILL, COMPACTING ORIGINAL ■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ M Ham■■N■■■■■■■ ■®■■■■n■■■■■■■■■■■■■■ ■.■■■■■■®■ GROUND AND ALL SUB-GRADE SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. A ■■IMINM■■■M■■■■■■■■ ■■■■..■■■■.■�.■��■ ■■■■■■■■■■ ■®�.■UU■■■..■■■E■■� SEEM■NE®NENEM WRITTENOUY REPORT WITH THESE R COMPACTION TESTS SHALL BE SUBMITTED LI THE SAN BERNARDINO SEC COUNTY PUBLIC WORKS DEPARTMENT. FIELD ENGINEERING DMSION PUBLIC WORKS PERMIT SECTION, 1111 1111■■■■11■■■■■■■■■■�■■■■■ FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIAL AND/OR SURFACING. ■■■■ ■■■■■■■■t■■■■■■.■■■■■.■■■■■■■■■■.■■■ME■ ■■EM�■■■■■�®1111■■■■■ ■■■11■ 5 AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE SAN BERNARDINO ■■■■�■�■■�■■■�MM■■■■■■■■■HINT■■■■■■■N� ■■■■■■■■■ ■■■�11�■�■ �EE1111E11MI111111IIIIN11MIEI11MM®■■■■■ COUNTY S RIC WORKS DEPARTMENT, FIELD ENGINEERING DIVISION, AND PERMIT SECTION. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: ■ ■■■■■■■■■■■■■■■�MM■■■■EE■1111■1111MMMMMn1111��■■■.■.■ ■■■®■■■■■■■■■■■■■■■■■■■■■ ■■■1111■■■®1111■■■ [A] R-VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OF AGGREGATE BASES. B STABILITY, OIL CONTENT, AND SIEVE ANALYSIS OF ASPHALT SURFACING. 11■■■N■■■E■■NN■■■■■■■■■■■■■.N■■IR■■■■■ ■.111M■■■■■■■■■■■■ M1111 MEMIIIMMIIIIIIMIMMIMINIIIIMMININIIIIMUIEMINIMEME 6 IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT, OR DIKE, OR CURB, AND/OR ■■■MM■1111■■■■■■■■■■■■■■MIII■■■■■■■■■■■■■ ■■I■■■IIIIIIIM■■u■■■■■ ■■u■■■■■ MM■■■■■■■■■■■■■■■■ ■■■®1111■■■ GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL 1111■■■ ■ ■■■■■■�■■■■■■■■�■■■■■ COMPLETION. ■■■■■■■■ ■�■■■■■ ■MM■M■■■■■■■��■■■■EM■■�■■■■� ■■■�■■■■■■ 7 . IF ASPHALT CONCRETE IS TO BE REPLACED DIRECTLY ON SUB GRADE OF THE ROAD OR DRAINAGE FACILlIIES, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER 1111111..11111..1111111.1111111 11■■■■■■■■■■■ =MIME MEM ■■■■�■■■■■■■■�■�■■■■■■■M ■■11■® ■■■■■■■■■1111■ RI■■I■■.■uu■■■�■■■■■ A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED EENIENENE1111EE EIIM■..■ IIIIMIIIIIII■��■■� ■ 11EI ■1111■® ■■■�■■■MNNIENMMMN�IN■■■■11■■ 111111■■ RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING ■■��■■■■■ss■■=■u■■■■ ■■■■■■■■■■■■ iu■ ■ n■n■■■■■ ■■■■■i■■■ ■■■■■■■■■■■�■■■M®■1111■■ 8 CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL T so CONSTRUCTED THAT 2 A MINIMUM OF PONDING OCCURS: SECTIONS HAVING GRADIENTS OF 0.549E OR FLATTER 1111111■■■■111111811=11■■■�■11 1111111111■1111111111.11IMAM MEEMEMEME11®111111111111111111 (;); :.:EAI■■■■■■r�M■■■■■■■®1111■■■ SHALL BE WATER it-bill% IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO ' PROJECT ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING MORE THAN 6" WIDE OR ■■■■q■■■■■n■■■■■■■■■■■ ■■■■ ■■■ ■■■■� �■ ■ ■■■NINENNNI■■__111111111111.111111111111111 ■ SHAU_ BE SAW CUT AND REMD IN O 111111111111M1111111111111111•11111111111•1111 NMI. AND REPLACED TONG NREDUCE PONDING TO THE MAXIMUM SPECIFIED.GTHS NOT LESS THAN 4 ■■■.u■■.U■■II■■■■■■■■■■■■■■■■■■■■■■I.■■■ ■�I.■■■■■■■■■■■®■■■■■■LI■■■ '41Irr■■■■■■■■11Ml■■■■•■■ EMEM 9 AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED 11■■■■11■■■■�■■ ■■■■■I■■■U•..■■U■■■■..1111■■ ■■■■■■■■■■■ ■■■■■■11■■■ E Pro., f11■■■■■1111N■■■■■■ 1111■■ STRUCTURAL SECTION SHALL BE SUBMITTED 9Y THE ENGINEER TO THE DEPARTMENT + _ ■� 11��1111111111 OF PUBLIC WORKS, FIELD ENGINEERING DMSION, PUBLIC WORKS � PERMITS SECTIONS, FOR REVIEW AND EVALUATION BY THE PAVEMENT MANAGEMENT SECTION. ■■■�■■■■■■�■�■■■■■■■■■�■� 1111■■■■ 1111■■■ ■�■�■■■■��■■�� ■..� -- r..�■■■■■■ THE SUBMITTAL SHALL INCLUDE A PLAT SHOWING THE LOCATIONS OF SAMPLING, A TABULATION ■■ ■11■■1111■■■E1111■■■■■.■■■■■■■■■■■■■■■■ ■■■.■■■■■■■■■■■■-■■■■■�11 M` � ' 81111■■MI���.■■11 sommme 11 OF SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS, A STATEMENT OF RECOMMENDED 1111111■■■11111111•IIM1111EEE■■■MIE■IIEMI■MM■■■■■■■■ NNNNIIIIMNE■1111IIO1111IMEI1111� 11111111111111M11161101111111111111111111111•1111111111111,,11 ��ME11■■11..11■■11111111111111M11161101111111111111111111111•111111111111111111111111111M11161101111111111111111111111•1111111111111O ■E®NN11■■ STRUCTURAL SECTION AND TEST DATA SHEETS FOR ALL R VALUE TESTS PERFORMED, INCLUDING 60 �- EXPANSION PRESSURE READING. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION IMI■ ■■■■■■■■■■■UU■■■■■■■■■■■■■■■■■■■■11 111111 , • ..r c M11i.■ ■■■■■■■14111N O 20' 211111111111111111111111111111111111111•1111111111111 NUMMI REQUIREMENTS HAVE BEEN MET. ■■■■■■■■■■■■■■■■■■■■■■■■■■■■PII�!MIEIBEKII■EIMIMII 11111111111111111111111111111111®■■■■■■■ MIME■■ 5): ■■■■■®■■■■■ TRAFFIC CONTROL - GENERAL NOTES 1111 ■■■■ ■■■■■■■■��!!IIME ■■■■�■■■■■■■■ _ � 1111111111.111111111111111111 11111111111111111111111111111 in co - ■■■■■■�■■■■■ 1 ALL SIGNING STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH ■■.■■■ ■■ ,, 1111111111■■■■11■■■■■■■■■11■■■■■■■■■ ■■■� 1111■..1111■■■■®1111 f V_ _` r; U cfl d �' ♦ �■■■■®1111■■■ THE "MUTCD 2003 AND CAILI:OINIA SUPPLEMENT TO THE MUTCD 2003" ■■■II■■■■■11■■■IIIEEEgMEEilIEIIIiuuuiu•EE11MATE •IIIIIIIIII®I 0 + ao ii n _ .un MEIN. M■■■■ 2 ALL STRIPING (LONG UNE) MD PAVEMENT MARKINGS SHALL BE REi'ROREFLECTIVE PAINT. ■■■���■ ■■■■■■■■■�■�.■■■■■■■■■■�■■■■■�■■■■■■ .. ■■■■■■■■®■ A` v + N .E M�■■■ ■�■■ 3 ALL SIGNS SHALL 8E OF HIGH INTENSITY (FHWA TYPE III/IV) RETROREFLECTIVE ■■■ ■■■■■��■�■�■■■■■■■�■■■■■■■■■■■■■� ��■� ■■�■■■■■ ■ r- as M w _ cMillU.0.86901111U�11111111I -- SHEETING, EXCEPT: a0 a0 ? _ ,111111 ���� A. STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE VII. IN RURAL ■.■ ■■■■■■�■■■■■■■■■■■■�■��■■.■■■.■ �■■■ �r�.. �.■■ V N LT O �� -- SETTINGS AND TYPE IX IN URBAN SETTING) RIrTROREFl.ECTNE SHEETING. ' ^ ° 4'24x` li� i,11f 11 EENIZE�11 1111 B '`Nd PARKING SIGNS SHALL BE OF SUPER ENGINEERING GI?ADE FliWA 1111■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■n�!■� °° n IZ =�:� 0.55/11111111111111 '' i'-. -Bliiiii ---� TYPE II) RETROREFLECIIVE SHEETING. , Mow 1111111!. mosimummommummumummoommommiumummommummsmimpmennin EN ,�.r,r��■r�� -- -- C. SHOOL SIGNS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) ■■■■■■■■■■ ,, ■■■■■■■■■■■■■■■■■■11. 11111111111111N11�A■N E©M��■■M■■■■ cta M. ,; � PREP. RCB ■■■ FLUORESCENT YELLOW-GREEN (FYG) RETROREFLECTIVE SHEETING. IIIEII�M11I Norm+ '11 mnum111111 ma1111�11�1111. �c nl■® ■■■u■■.11mi■■mum■11.�■III©k=■���■■E®ME■■■ D. STREET NAME MARKERS SHALL BE OF DIAMOND GRADE (FHWA TYPE ■■■■■■■■■■■■■ � IIP `OEZIIIi■ i�N��■■■■■� A: ■■■■■■■■■�■■■■■■ ■■■■■1114■■■11�■■■■11.11■■■■■■■■■■IKIMMI �■�■■■ ■■■■■ Do RETROREFLECTIVE SHEEnNG AND CONFORM TO COUNTY STANDARD 303 ■■■■■■■■■■11N 11 FIN■11111111U•11U11I11UEN1111N111111 11�®E11■■■M■■■11�■■■NRIINE1111III..I1111E■■�■..■■■®■■11■■ E. CONSTRUCTION SIGNS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) ' 1111■EENNNNMMN11NNEMMMM11EEM�EMEE■1111 ■■.■E■M11�EE■■■■■�■■■■1■■■NMEEMEE■■■■■■■MIEN■■11.11■EENN11EN1111®E■■E FLUORESCENT ORANGE RETROR , A D O SHEETING. ■■■■■UMIINN■■■■■■■■■■INNEIIINNNNNNIIIEUI IIIIIIIUIIIIr •WANT■■■■■■■■■■■■■■■■■■■■ ■■■®■■■■■ 4 TYPE VVil REETROREFLE NENEATORS AND SHEE TING. AND OBJECT MARKERS SHALL BE OF FHWA ��. ■�.■....II.■�■■.■I...■■■■■■■■■�■ _ II®M ■■IIE■IIIUIIE■I.I11■.IEII IIEIIIII 5 SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARDS 303(a) ■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■ ■ • II■-■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■®ME■■■ AND 3o3(b) ■■ ■■ ■■■■■�■■■■■■■■■�■■■■■■■■■■■■■■■■�■ "-4' VERT ■■■®■■■■.■■■■■■■■■■■■■■■■■■ ■■■�■■■I REMOVED BY CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHEDD B 6 ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT HEON THE PLANS, SHALL BE BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY REPRESENTATIVE. 16+00 17+00 18+00 19+00 20+00 - 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 BENCH MARK 8 ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS (i.e. CROSS STREET STOP, STOP LIMIT UNE B.M. # B-4' Top f Calif. State AND CROSSWALK PAVEMENT MARKINGS) NOT SHOWN ON PLANS. IF REMOVED/OBLITERATED, SHALL BE Mon. -30 W & 45' 5 Of CL Imp. �, I REPLACED/RESTORED OF SAME KIND AND IN CONFORMANCE WITH THE CURRENT EDITION OF THE Intersection Of Valley Blvd. & Elm Ave. I I MUTCD 2003 AND THE CALIFORNIA SUPPLEMENT TO MUTCD 2003. 9 THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW Elve. 1078.78 (WALK THROUGH) WITH TRAFFIC DMSION PERSONNEL FOR APPROVAL OF TRAFFIC CONTROL li DEVICES PRIOR. TO PROJECT ACCEPTANCE. Exist. RW I I Exist 2'x1.5' RCB f-- -/ CONSTRUCTION NOTES- -meq -r / .a;— _ _.. —— 1 Construct Curb and Gutter Per Co. Std: 115 �-�-Exist. Edge of Pav't Edge Over Pav't , 3 o 4 -* 4.i • ( 2 Construct Driveway per Co. Std 129 18+55 -P»I,ti o p Beg. Double Yellow Striping -o n r I 30 Construct Sidewalk per Co. Std. 109 Type C 1 12 Fos-�m 4 Relocate Utility ByOthers BEECH AVENUE _,� O is 12 § 3 0+00 BEECH AVE 0 y 16+00 17+00 18+00 19. 00 -N f1 8 i O rn x , 10+00 VALLEY BLVD. O Construct AC Pavement Over Class 2 Agg. Base. 500•07'35'1,/ �- '� Q r � I I I i i i I I - # - —.__-- .-� _: __ ? m 1 I: - ---{- Per General Note 9 '"' 1 I0 p m`s n '" ® Saw Cut and Remove Exist, Pav't to Form a Smooth Join. 16 5' '�'�`' '� +2 P Over Pav't 00 Q1� S + -,0 co a iII I I 7 Pave and Match Exist. Pav't as Necessary,P',I Edge �- a A > ry Feather a Minimum of 2 ft. a .I a+roa SA) � 1 . n� ��� ov + x 3 A Exist. Edge of Pav`# N,fl -��, �"' "'• IVO 1 + Ern i w 00 �., 3 A ( Protect in place. Z _- - _.X000-�- .- _. °° s cri - N �o Q, Exist 21x1.5' RCB o ♦ 3 # r r Construct Sidewalk Ramp Per Co. Std. 110A /,-,- y a s e. ro 0.5 1 , ....�...a ___ _.. . 7.:,41,6\=NIL _Gr G - - -I 1 RCB r Caltrans Std. D 80 & Mod. ` o '' .�� <.� i-. i 0 Constructper — ,,, X1(4 .& 1111WAL11111111111111119 © ` L� y N '1 1 ITCo. Std. 210 A (No 1 Lap) (see Details) MI ,�. Exist. RW .! �.�/+ L r-i - l- - -- it 00' Tom ro m -J w I I ii Construct AC Dike Per. Co. Std, 117 R/W i I fU + " W ` o 8 f_ I PI; I O Remove from construction Area. PROP. R/W 4 +�< o a I 22' 11' I Q as I= 3 I Construct MCaarStdtii) i 14 Exist. White Skip Stripe per MUTCD 2003, 6.5' l`+ I 1 c° II. California Supplement Figure 3A-102, Detail 8' 1,, Var 10-15' N I e } ! % 15 Exist. Yellow Two-Way Left Turn Lane per MUTCD 2003, 13 ., ` I 1 .R California Supplement Figure 3A-108, Detail 31 j CURB RET DATA ti 16 Exist '45' Pavement Marking per MUTCD 2003, + S: 89' 34'47" f:r ',¢r California Supplement Figure 3B-20 ver Pav't �` Slope 2-4% SCALE 1 = 20 + L 62 d IAlr °x I 1 rn Q • - 7d FAX L=62 54 ? s� Install R26B NO PARKING HERE TO CORNER' 200� 1/4* :1' 2:1 or Flatter v - + T 39.71 s 1 3 Reconstruct Double Yellow Striping per MUTCD 2003 nn Underground Service Alert Note', w - A z g , T Calif. Suppliment Figure 3A-104, Detail 21 Sta 19+00 To 19+70 EXIST PAVEMENT - ~ 0 c� r \; . 43' 1 Relocate Limit Line, Stop Pav't Marking per Section 3B.16 �7 ' T \iI I I MUTCD 2003 Calif. Suppliment Fig, 3B-103 to Sta 19+58 EntirPavementiTYPICAL S ECTI 0 N _._. .-_ (,-/,' -,,,l'` ��1,1 20 Install R26 ' NO PARKING ANY TIME' _ _ __._ /, ' � CALL TOLL FREEBeech Ave. , ' 1-800-227-2600 Sta +05 To 18+75 VICINITY MAP % ., ,,.. S. z 5.o 6 Over Pavement NTS \ Y\ /' Entire width ! ES CHIEF, TRAFFIC DIVISION DATE 5/16/06 I R0FSI TVfl WORKING DAYS BEFORE YOU DIG save as ValleyEdton-Ira rovment ' PRIVATE ENGINEEER'S NOTES TO CONTRACTOR Qe Owner Rolando Eaton 15319 Valley Blvd, Fontana, Ca 92335 Ph. (909) 350-9970• P CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 'i• F` COUNTY OF SAN BERNARDINO W.O.NO. SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY - '� FIELD BOOK REF. P s OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND Land Development g ' DEPARTMENT OF PUBLIC WORKS STREET IMPROVEMENT PLANS NOT TO BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, i Z INDEMNIFY AND HOLD THE OWNER, THE CIVIL ENGINEER, AND THE COUNTY HARMLESS FROM ANY PROJECT - 'a rn , ROAD NO. _ AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON .. _: 29150 En Ineerin DESIGNED sY DRAWN BY CWECKEb err�APPRovED BY: O co THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR 1921 cca ZERMENO I GIQ � BEECH AVENUE 60Q50 -' p ENGINEER. • * b 000 6'16-0226 , O THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES CONDUITS, OR xP. 03-31-07Tuner, ,,�. Eaton's Tire Repair UMITS -�► (n STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF THE AVAILABLE �; LC P RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS �IA.` CIV11. � ) SUBMITTED - C.D.E. 1 O 1 -1 O2 • IV0 SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY �r _� • , RECOMMENP36' APPROVED 81' ASST. DIRECTOR OF PUBLIC WORKS DATE 15319 Valley Blvd, SHEET OF MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THIS DRAWING. THE CONTRACTOR OF CALF -3 /7-& - AAA Z-0 U FONTANA, CA 92335 1 2 FURTHER ASSUMES ALL LIABLIITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR ji STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. Awry 1 , ,gam,fir>�r �� •REVISIONS APPR DATE LAND ' $-MEAT DATE DIRECTOR OF PUBLIC WORKS DATE APN 235-191 --11 MARK m. • ' - 5272-1