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HomeMy WebLinkAbout055604 (-)r UAL. k'lL) cN1A / e . 1 1 I-: OF ('.11.11 fWN1A Sheet Na. 1 Title sheet DEPARTMENT OF PUBLIC WORKS " 2 �ypIC01 ClO55 Sec"ons 3 Layout and Profile1i DIVISION OF HIGHWAYS 4 Miscellaneous Details and Quantities -ti_+-•�-_ _ - 5-14 Standard Details n7 Sheet No. I Superefevati9n Diagron, PL S FOR CONSTRUCTION ON r TATE HIGHWAY ,t ry N �I d h-i Sar; Bernardino County;at East City Limit of Upland on Foothill Boulevard at alta Avenue 1, Y (being the detail plans of a portion of the route for the \ Y.'- .. _... State h.ghway adopted by the California Highway Commission, '=.,t t O on October 29,1913 ei•s:;mil 30,15-5', .... U c, BEGINNING OF PROJECT END OF PROJECT I STATION 197+00� BEGIN II BEGIN PAVING 'ecE_ND PAVING / STA�T!L�IO'LN �22+50 STA. 7+\STA.0 5 ��L II t 13T. FsT -.l i� 1, 1 ) ,Ip \�!�' Cucamonga C F LN BEaNARDIN( PD l� ��� •-�F ,.. TO`L.'.Fi.a6Ni= I— FG(?F'iLL `� 6LV0. 1! 1 $rA.7E�.—J�i"' �VN'iP/ Cl Ug JR. .tel-L (' ic 9 M �r� P�IF� 1 it IIT i- L. AND B 1 GRAnT �,_1�e�r J��_I, II TR I�STJi._..J.�':.���. J i J—;J I0T4 I "�I a� -ill SI r sl��.�e__.._ II I a LL I II rr i �. .` . U 1 LI 1 LA T _ - ontract No. �2-8vr3e�S _�. 1 rc Date � ee SI NQta_o�, �I II -- —' — -- r �- Documen F-- ' Scale;n`eet A0111 Z4 L! Length of Project 0.729 mile 1//-?C D•sr co "I R.— I S-;.. No lc.al y VIII SBd 1 9 1 U, 14 /4 O � r F i ..era n.bn o. •^s.^ee t C-1 Eng,nce• license No 5945_ R/W APPROVED � Meet Existing /Hinge 0-04' Op Gr AC / r oit n -0.04' Op Gr AC P Profile Grade-,� f 0.25' Type 'B' AC , /-Hinge R/W Straight Grade ' 1.5%-► 0.25' Type 'B' AC- Point 1.5%- ( I\ 5.0%_ 6:1 0.35Min. Existing PCC I J 0.35' Min. Valley GutterI Class 2 AB I I I 0.357in. n` --mil I 0.50' Min.-J ! Class 2 AB Vor. I^-8'— --12' 12' Var.--t Var. I 12' —12' 8' 3•-7 4- ( LEGEND NORTH ROADBED 1959 SURVEY SOUTH ROADBED ® Asphalt Concrete (AC) .NEEif.Y/Sl/NGrP`G:L'uoBEOARFAS ' VICINITY STA. 215+ Open Graded AC over R/W AC (Op Gr ACI R y/ Aggregate Base (AB) class 2 A&O-' F� Slope i.5:1 I © Existing Pavement IEPI LZ STA.207,Aav;S Sfa.2/Z f 35 or flatter , Sterilize & Pave with 0.25 Type 'B AG Hinge Point 0.1' Type 'B' AC 0,04' Op Gr AC•- I- ,' 1.5% 0.5' Type 'B' AC Dike------ ! I I� 2'f-5'-►iVar. .. 1 "EP- I I Ieo3'+.r. - NOTE: LT. STA. 207+00 TO STA. 212+38- I MEDIAN STA. 213+29 TO STA. 214+70 RT. STA. 209+40 TO STA. 214+50 Dimensions ore subject to tolerances specified in the Standard Specifications. �,Existing PCC Curb or_Const. Type A-1 Curb I Superelevotion as directed by the 0.25' Type 'B' AC t Profile 0.25' Type 'B' AC Engineer / I Grade,, L Hinge 0.04' Op Gr AC� \ ��-°-0.04' Op Gr AC Point Al -5.0% 1.5% 1.5% ' � I i R/W V r 5.0% I .°°.I. I I--0.35' Min. \! -EP 0.35' Min. o Ia 6:1 Class 2 AB 0.50'Min. f---8'-----}--Var. I 12''12'" Var. Var. 12'* 12'* 8''*--•IL-3' Var. 0' - 15'• 4' to 15' L to 7' 1,0.04' Op Gr AC IVar. 40' - 50• r __—Var. 40' - 55' Mi ii,ype B AC *Var. 10.5' - 12' , .*Var. 8' 4' I I Sto. 207+00 to Ste. 208+66 I i Ste. 207+00 to 209+40 '^os---Class 2 AB II Ste. 6+00 to Ste, 7+50 Sta. 213+50 to 214+50 \' 0.35' Min. NORTH ROADBED 1959 SURVEY SOUTH ROADBED TRANSITION TO:EXISTING PAVEMENT STA. 207+50 TO STA. 214+70 _' Typical Profile or Cross Section & STA. 2+36 TO STA. 7+$0 AS L. IJ ILT PLANS No Sca!e ; Contract No,6Z-Sv13e0 VL11 - SBd - 9 . UPI,A Date Completed_ �,� �ngii� as'Devign AT ALTA AVENUE Document N0. �G?�oo SL3�L TYPICAL CROSS-SECTIONS "Proiec E ineer Dd�e D �gn_Engineer. Do+e K Y - As nfranr`� M.gF�as��E . l O�JGro.ol Recommended 8 Uore s•-. 6"122_T e_j 2. 24' To mt�wny Pims"tra WA �5 _11_z 33" No'e, Type*83,C3 03 on e..SI;,t9 one, Supermposw e_ A 1141141 4 24-- R" 5'-1-4 R' er variable or variable P. A Tio 8 5' to R-4 T_ LN AI-6 A2-6 A. A2-8 B I B 2 es T �twqftw,.al 11, 11 B 3 TY P E A TYP E B 4 121-1 �4_ 24' r—12 24' Note Curb faces to be scored trsnsversa� with *feel brushes or'Typ. _.• _ -r� .9. �3 6 Type D' 2"or variable • 6., 3,1 1 ­ 1 24" 2'— It-��L� L 2"or 2 R 5`2 (-variable ""'Cot 4 -711 R-l' —12 3- L------ T ?3 6 D 2 hg R-; C I L"-hd _u C 2 .1.1� oN lud oN IL4 D I TYPE C C 3 TY P E D Y P I- E TYPE F Bridge Deck J TYPE G Bridge Dec'k) (ON BRIDGES) (ON BRIDGES) Type A-2 Curb Direction of Traffic Type E Curb CURB QUANTITIES T 00— OL5UJ 0.2?' Type C.Y.Per Lin.Ft Type C.Y.Per Lin Ft. 0.22"'- 0.17' QZO- 0.22' 0.24'- Al-6 0.02585 cl 0.132752 0,26' 0.29' 0.31, 033,- 0 cs A2-6 0.05903 C2 0.06457 --7'--- Al-8 0.03084 C3 0.00965 7'— A:-18 0.06379 DI 0.03073 49 0.02930 D2 0.06782 0.06171 03 0.01223 STANDARD CURB TRANSITION-TYPE E TO TYPE A-2 L L3 .0,07.. E 1 0.06661__ Note: Straight Line Tronsiticrit in blow Line and Top of Curb unless otherwise ordered by Engineer Varies rpw ennee Ware when needed See Note 3 SP-Mpte3 Bridge Roll End of Bridge Curb _—W NOTES. 2 R­dqrd- Jon Front Edge _L I CoseAnormailyopplies of Sidewalk —Face of Barrier Curb- a --join 2,- Use CoseB when romp scopes would exceed IOY ? Gutter V2 R to%Max, in Case A. —_)(—_ sl­ght Gio-e Case A 3- Use CoseC when Sidewalk slope would exceed vI Grade e%in Case 0 Longitudinal sloPE of warped area _X slm:glit �Ej Normal sidewa;% OFA 'Vary Cross Slope 0 Gleae 0/2 0 odiacent to driveway shall not vary more than Cl/ Eo n d;w.,kl Orn the longitudinal grade line of the sidewalk as required Dep, it R­d.a_ -i X z V-0"except for curb heights 0,,e,10"where rd a U-) E '4 4:1 slopes Shall be used on curb s;ope ov Location of Catch Basin Face at I L to. if Required 5,- Sidewalk and lomp thickness"t'ot driveway 0/2 !_"6d_/�Max 4. PLAN ox. Grod(7 2 Case B shot[be 4"for residential and 6--tor commercial, sidewalk 6- Difference in slope of the driveway romp and Depress one edge of Approach a F L. the Slope of 0 line between the gutter and a Do;nf Slob • Depressed on the roadway 5 feet from the gutter line shoo I r X —W X not 0.33 '2'.�.d ,i T /—6% exceed 15%.Reduce --Bridge- Type E lil—dll driveway romp slope,onat Type E Curb i Sidewalk gutter slope,where required. cur� :Oc %Max !to Pace Gutter Grade Gutter 7'Min. 7-Min E.R Bottom of Curb ___s Grade Case CIO Depress emue sideolk FLOW LINE TRANSITION-TYPE E AT STRUCTURE ELEVATION SECTIONS & Directiorof Traffic Direction of Traffic DRIVEWAYS O 6' C.0 O.4 0.11 Type A-2 Type A-2 Curb 0.38 Type 017'- C; Curb 0.2 Curb 5v- 0.25' 0.3 Type G AS BUILT PLANS STATE OF CALIFORNIA 8. 8. -— Contract No. 62--ffyl3e4z DEPARTMENT OF PUBLIC WORKS Date Completed— DIVISION OF HIGIiWX(S CURB TRANSITION-TYPE A-2 TO TYPE G CURB TRANSITION-TYPE A-2 TO TYPE E bDocument No.-Fecoo 434 'See Note) STANDARD CURBS AND DRIVEWAYS N 8-1 A To---V"PIG.Wild W-21-P,\ ..BR.. ..DR.. -.\ �Drs:y�ca:,,.- A-urcI su :o: -a., ✓/// Sed 1 9 ao4A 7 /4 • _ 1 •o� lo, OOO CO O lo,Xd ROAD DETOUR F 4po1 RaActwo.mG_d2x2210-0 �o, CLOSE Gr-v' i _ v • _—� , 'P' A� ��� _ Fresno -�►,°;I �Nj,.e� / sia:e won:orEnouw ;K�.,..e.2oa. D.r A J) \\ 'o�f Traff:c SECTION A-A 4 \ t ....; 20' _1,28,__ 20' 'S— ? I4•_8.. •.,/fid 10-s\gyp-7'-5` .�5- TYPE A --T NOTE: Signs to be furnished by State TIMBER BARRICADES _ AtI timber to be S 4 S 10' SECTIONS PUBLIC ROAD INTERSECTION Use I/2 Carriage Bolts oath cut wosners and nuts. SCALE I"'2' Variable \ ---'"'- S=of f'c NOTE DIfec;ion°• Minimum spacing 5' R°120 ...... R=120' Spacing t0 be bo,le-101h berween 5'and 2O's00c,a a R=32'--- 37* R=32' Maximum spacing 20 R=12O' R=120' When length is 15br mora 0 5 jo,shol:ce rsed a'Oath end 4"z4"x4 0" � -_1 '°: °� "' 12. �' TRANSITION 2 TO 4 LANE 0 228"z 8'-0" i al. --4_ _00 _. ,._ ..v Edge of Povemenf stand-d Oo„ble Stri,�b Others 0" I o ; Edoe of Pavement 50 _--- --____ — � ---- r -T` OI 2"x4"z 12"SpOCer .M_ - 13 ti' VDip•ro,G a i _ RO25... �`�R=�S' a 033' _t t .. Variable SEC'rION A-A �_ ; .o"----� PRIVATE ROAD INTERSECTION DIAGONAL RAISED BARS TYPE B TIMBER BARRICADE SECr;—4-.;r , SCALE i"'-=2'2' --_ a , T-TRAFFIC BARS 0.67' 0.08'Rod 0.04' 45' 0.03 025'Maz. vy -0.08Rad CROSS-SECTION SIDE VIEW CROS5'SECTION SIDE VIEW TYPE A TYPE d RAISED TRAFFIC BARS r STATE OF CALIFORNIA AS BUILT PLANS DEPARTMENT OF PUBLIC WORKS Contract No. (oy-8yi3e0 DIVISION OF HIGHWAYS t Date Completed TIMBER BARRICADES Document No. Anvoo 1'34- AND RAISED TRAFFIC BARS _ 173 REV. To accompany obn�Ecnev�nii/9�,/91,� i Snow Pole n� ID5sraict oouwyY ours seet:-w r•. '%4 z 3/4 Bolt By Others Reflector Frame K ` 9 AAA_1.Ec...EM*!. Meta!Post -!- I.�15' .1 r i G E X C_D in Post •N ~ '— I '` '� �' CrvGll rah•w°rf REL�QhIr M9 T60! I SeCion Target Plate ,\ 13/sem g m % %i O G ~ $hp,i�e r Ta 3„ I Ir�GC E"cM[A Crv.:(ALRiEA r,ta6(A0.bG2yrad. -� o p o `O Yellow Reflecio _--- AA,RLY¢e- OC/O6G� ( Bracket v of Curb x i _ Two Lone Rooa - u u L� T/s Slot--14;Wide I �� � � m I I. _Surfogng- a i --3ix re - = — GUIDE MARKERATDIKE - ` r� I!2 ,i Ii TOP VIEW o &' �a DELINEATION OF ROAD INTERSECTIONS Concrete jj n Bracket to be %Bx 2'Mild Steel y cnu r"awaA ucr ar Aabw Post a ,i l galvanized offer fabrication. ur i _ x E } Shoulder 0.33' u n io u si ¢ e+ i�OrillorPunch I For Steel Guide Markers or iu TIMBER METAL 4 Bar !� ! Slot in I 3is Hole Culvert Markers when specified. ? �,- -- eachsidei! , a, I_ SurfacingI afBraaketli } � I LL' HORIZONTAL REFLECTOR MARKERS W61R o.lrmin. 3'- i II !! I I E „ I ,I 1 POST-SIDE VIEW —� G! _ '+c � „ 0.17' DIKE % � " ' SIDE VIEW . " F G N 1= G F F t SNOW POLE BRACKET %z Chamfer 8" - % _ BARRIER POST —!� F~ i.� ^gym �-,F ti y�OQe a' a F (,J� Undercut 3-3°Yellow Reflectors F��r np ,K "iF G -lF Shoulder ---{ -1 0.5, and Refill en Rt.ofTraffic Flow 0 4 o G = ._�i/eR8/z-- Tcrget Plate //. N � p Expressway c! +If K r �G _ _0.5' •� G! I �� % Paint j Surfacing_-1_ gamin. 3•� % O White a I I �3-3"Yellow Reflectors ' "11 sa _ DELINEATION OF TRAFFIC ISLANDS Top Yew n b on Rt Traffic Flow 0.5 DIKE COVER DETAIL N E `� a co D In tland TOD N rn 6"Galvanize � + Q7 mWeight Pi � ZXset o f CoJ o � �fur Is Plate , .n "rr1lfurnished b 2/ C7 µ„Y„ ° c ,State. . ICV iv U�W F cFor use with 34' 2% 2i +3/q �___J�t t-- w' r h F G 3"ReflectorClassAor ;]. one reflector I X F " %2 ChomferNtConcrete. m METALF-e* *- IVA,I/zTIMBER �� ,For use with 2or3reflectors r STANDARD STENCILING FOR CLEARANCE MARKERS Fx F G F o 15"Square REFLECTORIZED CULVERT MARKERS G G G c a I " I !.—„—I I or 16 Dlo. !•N 1 TYPE B Freeway Z� � °' Metal Plate to be o !_ I"Chomfer, furnished by the State v a o ° Target Plate I I a RI I-3"Clear Reflector n �� I / m �m Single 3"Clear Reflectors continuously on right of through roadways I N I i a a m `gym %2 Chamfer g' v c'i and on outside of curves.200'spocings on tangent sections and c T m all sides of top m �o - rn °� T- L �� stondurd spacing on curves as directed by the Engineer.-Type F N O Glass AorB I a ! v La ;r :/ -�I Double 3"Yellow Reflectors on right of acceleration and deceleration J Concrete Altemotivey •�Nm. O --z _ m T/3 d a twies formounYug Paint D Point o lanes and tangent ramp sections at 100'spacings and on outside of Q :i'reef dio.holes I et to pos. s�6 Black D Black a ramp curves at standard spacing as directed by the Engineer.-Type G z 4 I I"Chamfer N E O LLL IS Square TYPE A I _ f Stencil i + Stencil ,m I Triple 3"Yellow Reflectors at end of acce!erationlane-Type H wy-• i � W U O O or 16'bla'I See KIT nom it Black N o '� In Black ""� Stotion o 0 Detail + ° DELINEATION OF RAMPS "' ' I Q U E J °' 0 SURVEY MONUMENTS Ln --4 0 Z5 I"Chamfer' "Baked o RF AR � m � E White FRONT REAR FRONT RAR �[ O C7 O ! o I DETAIL°'A" PointWhite ~ a U r �2 � Enomel I a V. TIMBER METAL N GUIDE MARKERS zyz— GUIDE MARKERS N m REFLECTORS Use type specified or as shown on plan summary 3/;copper wire A 1*111 A N Type Color Front Back 6 Icng None None M•�� EI E Cleor I-3" 1-3" Is• Reflector bracket used tomount •� /6 R-0 3"reflector to back of Guide Marker '" Y 3/16 f`2i6-"I I �6 h^^^ o "^n__4 (4-l1! nM'i o F Clear I-3" Nene - i Post on curves. E iO I I IOor11 !� rte^^'i a' W �t h i H Yellow 3-3 None m Yellow None Brocks blind aluminumand tnvetsttached E , I I •o L___J _L I_---J with io en Gauge �� I Yellow 2-3 I-3 Letter in one T FRONT REAR FRONT REAR Horizontal Reflector Markers `.N61R Materioi-Aluminum 0.125"thick X face only, 6 TIMBER METAL (3003HI4Alley) Rte"incto h �s %1%6-I%w (s�6 K Y Ilow 3-3 None I hole dio. l• STATE OF CALIFORNIA CULVERT Markers /4 d'a. DEPARTMENT OF PUBLIC WORKS CULVERT MARKERS L1 Yellow 1 3-3' NoneDIVISfi c ION OF HIGHWAYS �_� 1� R/WAND ACCESS OPENING �� .� SECTION A-A To h;reflectorized when specified or as shown MONUMENTS METAL MARKER POST on culvert list. 2N %: dia DIKES AND MARKERS A74-3 _ � REFLECTOR BRACKET _ m aerate 2-rl-e- _ I