Loading...
HomeMy WebLinkAbout1310 7 Y I OF IRA IC -- i 1 : L11 : A AoIqc; A r F 0 VINEYARD - AVENUE GENERAL NOTES: STREET IMPROVEMENTS I. ALL CONSTRUCTION SHALL BE N ACCORDANCE WITH THE APPROPRIATE SECTIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- 1988 EDITION AND STATE OF CALF. DEPARTMENT NORTH OF EIGHTH STREET OF TRANSPORTATION 1988 EDITION. 2. THE CONTRACTOR SHALL POSSESS ANY AND ALL CONTRACTORS LICENSES N FORM AND CLASS AS REOUIRED BY ANY AND ALL APPLICABLE LAWS WITH RESPECT TO ANY AND ALL OF THE WORK TO BE PERFORMED UNDER THIS CONTRACT INCLUDING BUT NOT LIMITED TO A CLASS 'A" (GENERAL ENGINEERING CONTRACTOR) OR A 'C-8' LICENSE (CONCRETE CONTRACTOR) N ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE SECTION 7000 ET SEO) AND RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS CONTRACT IS AWARDED. 3. RAILROAD WILL RE-BALLAST AREA N ROADWAY AND BRING RAILS TO STREET DESIGN GRADE. ALL WORK SHALL BE COORDINATED WITH THE INSTALLATION OF THE RUBBERIZED CROSSING ' PADS AT THE RAILROAD CROSSING BY THE A.T. & S.F. RAILROAD. ONE LANE OF TRAFFIC SHALL BE MAINTAINED N EACH DIRECTION AT ALL TINES. FOOTHILL BLVD. 66 WEST RIW IMP q EAST R/W INDEX_ 44' 44' ARROW RT. 32' 32' SHEET # CONTENTS IES 1 COVER SHEET 6' 8' 2" 6' > > Li > �.J 2 STH STREET TO $TA. 3+00 9TH ST. a a a a 2 2 MONS I 8 2� 3 STA. 3+00 TO STA. 7*02 NDPROJECT 5 12 STA. X02 7 6 o A.T.&S.F. 2 . . ...... R.R. 2% 7 I 8 7 .:.;1;,•.;r:.:�..._, . Q/o . 3 STRIPING PLAN VA _ 2 f. R 4 DETOUR PLAN 8TH ST. 9 14 _ _ BEGIN PROJECT 9 STA. 0+00 y N N CONSTRUCTIO O TE S 3 2 1 1 10 4 a .4 W < m > IW NO SCALE I. REMOVE. 4TH STREET = 2. SAWCUT. TYPICAL SECTION ----------------v 3. PROTECT IN PLACE. 4. ADJUST TO GRADE. NO SCALE 5. CONSTRUCT P.C.C. GUTTER PER SAWCUT DETAIL SHEET 2 STATION 2+00 I 6. CONSTRUCT P.C.C. CURB AND GUTTER PER CITY STD. 303. 7. CONSTRUCT 41/2' A.C. OVER 6" AGGREGATE BASE. S. CONSTRUCT 0.10' MINIMUM A.C. OVERLAY. WEST R/W LOCATION M A P 9. CONSTRUCT P-C.0 SIDEWALK PER CITY STD. 310 & 36 EAST RIW 10. CONSTRUCT P.C.C. CURB ONLY PER CITY STD. 301 AND MEDIAN NOISE DETAIL SHEET 2-8" C.F. NO SCALE � 11. CONSTRUCT A.C. SIDEWALK- 4' THICK. 44. IMP 44' 12. COLD PLANE REMOVAL AND FEATHER JOIN REPLACEMENT OF A.C. PAVEMENT. 32' 32' 13. CONSTRUCT P.C.C. RETAINING CURB PER DETAIL SHEET 2. RIE 14. CONSTRUCT PATTERNED STAMP COLORED CONCRETE PAVEMENT i MONS T " 14 ITY 15. INSTALL STREET LIGHT PULL BOX-10 1/2" x17" x 12" 2,� 6 10 I I 9 2,� , OQgnFIsSiO/bq� DESCRIPTION OF REVISION DATE APPROVED 16. INSTALL I- 0 7 12 8 7 r;. c'. Q� �Q {1. jj�, �� U2 DIA. P.V.C. STREET CONDUIT WITH U4 PULL ROPE 2 / v 0 �1+RIEs i O - G' .� x Res - - -- _---- �O 2 CITY OF RANCHO CUCA MONGA 17. EXISTING STREET LIGHT TO BE REMOVED BY SO. CAL. EOISON CO. 2 -- " _ -_-_-__-- - - - - - - 6 a No. 86462 9 7 * lip. 12.319 TITLE SHEET 18. MARBLE LIGHT POLE AND 9500 LUMENS STREET LIGHT TO BE INSTALLED BY S0. CAL. ED(SON CO. I CIVOL � 19. CONSTRUCT WHEEL CHAIR RAMP PER CITY STD. 310 I 20. INSTALL PIPE HAND RAIL PER LOS ANGELES COUNTY ROAD DEPT, STD. 88-02. �lgrE OF CA��F��� VINEYARD AV E N U E AT 2L CONSTRUCT 25 LF. OF So AC. BERM PER CITY STD. W. A.T.& S.F. RR. CROSSING-W.U.C. NO. 2-98.7) 22: RELOCATE EXIST. BARRICADE TO BACK OF SIDEMLK REPLACE POSTS F NECESSARY. TYPICAL SECTIONIMPROVEMENTS NORTHS O F EIGHTH STREET 23. RUBBER CROSSING PADS TO BE INSTALLED BY A.T. & S.F. RY. CO. No SCALE - BENCH MARK APPROVED BY: DATE: 40/LL/ 24. REMOVE EXISTING TRAFFIC SIGNAL SIDEWALK. STATION 1+60 B.M NO. 10025 _ �Z 3 CITY ENGINEER / RCE. NO. CITY OF RANCHO CUCAMONGA BRASS CAP @ 25. CONSTRUCT P.C.C. DRIVE APPROACH PER CITY STD. 305. (MODIFIED 8' THICK) TOP CCB N�yy,,�� CURB RETURN VINEYARD AVENUE DESIGN K.W.C. ENGINEERS, INC. RECOMMENDEDn►ce & EIG�ItH STI4E� G.L.S. R. . o. ELEV.= 1112.563 12921 RAMONA BLVD. SUITE D DRAWN IRWINDALE, CA. 91706-3797 SHEET S.C. PHONE, (818) 962-2592 d OF -T CHECKED �4.`BV.J�Rr•.�-R.C.E. NO 8646 DRAWING N0. s 3 DATE Z- � FILE NO 702 1310 I I 3 vi °a FLOWLINE OF EXIST. PROPOSED WEST °e PROPOSED FLOWLINE WEST CURB & GUTTER I,_ TOP OF CURB U C3 ® WEST CURB U Q w U 1 0 m m O5 6 o o ~ c o 0 0 ,r 0 a a o TOP OF EXISTING WEST CURB iz om D ti � co � � m m mJ z U c0 U N (0 O m m a , O ori — Z � Qj ti It) �j c� j c7 O o U0 0 = 0 z � + _ +± _ - °D 0 0 0 0 � 00 m � -� (j a - - N O 0 0 OCD • N J VUU- z m 0) CD � r) CD oi In —U' ~ 00 N r + N N N N 1115 • � 1120 � � m 1120 ` "_' PROPOSED FLOWLINEo °'• to — o I WEST CURB o I I + / V/ IDENTICAL + i `� / co CLi u CA NLL / cf. _ li (CDD � UO — �Z O Cj Oi O NCD 3 � 0 O a O —-' H U W _, p�j Qj � Z = W EXISTING GRADE O c� W W / m0 + = 1 rnQ lqo IMPROVEMENT — •o rE co n m N F- CD � MND � N°' to toO �n r "0Ljj N N PROPOSED GRADE m °0 ro �+ CO m + IMPROVEMENT i — 1115 L _" 1120 ��- S, — 1120 o �" .� o v PROP GRADE I 1.30% 1.2 ° 0 o / o IMPROVEMENT � / o + �/ + = 2°J 0?U Cn U Cn jr N o � 'T N L � O co �/ a T a 0 r — � N — 7 N= /-� ENTICAL PROP. EAST TOP F CURB I Y"• / U~_ od z 0 U I- -� Z� 0 � Z m F- O L� W F- .� ,U FLOWLINE OF EXIST. ROPOSED FLOWLINE I c� 0 0 0`" ID F U D EAST CURB & GUTTER EAST CURB �o . ri ,-PROPOSED FLOWLINE M►� m O v a: o In Non ci 0 �' o►- a c~,� 0 EAST CURB '�?o N_ °' + - - cu z o �--TOP OF EXISTING WEST CURB 1115 112 + ' '_ v w 1120 IDENTICAL I� 0 U W � L� CO Q [C LL m Z n cd cq O Otna // on CIO mY OOH? J � JO� W GALE• o0 0�� T dC6Lgo CO o0 o ern°' LL 0 00 -- - -- t — O �±- co O NN N HORIZ.1 1'=20' + - 0_= N of �`CC) w m C6 N ri 00 of VERT.1 1'-2' O ~= + v c+,= c+ rn + 0 1 2 3 _� W 3 A.P.N 207-025 1 ~ A.P.N. 207-2-71 -033 �" x z x J - 4 c� O low 1 1 °e 3 m ct t'� 3 -1 u 0 3 0' MEDIA w r W t 1 u Z w cr U5 A.P.N. 207-271 -046 SCALE. m20 It x o ir u o Z a r_7- W w O w °° Q m V = U 0 �J J 20 30' 1\ \ Wo W Q cl: 0i Z ~ W �W W} 1 I • " LL 3-4 cr z 3 d a m o w Q 4-1 R I TIC 32 1 7 0 z -i a J� 4 Z N 0 4'-2 112" R I P':MI T. FS 6 6' 8 °° I — UO' O 4.4 � cn or cr (D 3 X + + E.C.R. + x M m Q O cv POLE 3 P.P. # 2237431 E ow a w 0- �9 p c i U 10 ?• Z 'Q ;e• . . RISER o r� c� x F- x � w w � �:: * -- __ a o 3 i 21 - 1 15 T a (D m w +1 3 i4 ;r : Inh __ M AFFIC SIG. EXISTING EXISTING i 3 J ,_ z \ 13 O t�w - 4 c�7 - r� P 2 •r.. � 1 3 J M z WIST. LIGHT R1W ❑ JO X i PLAN , PULL BOX ';' :; 16 -�i N 9 , , �� N O O '�:: EXISTING �:. 4 A.C. BERM(D I ;_ 1 , O TYPICAL MEDIAN GROUND \ O � 1 + II � In I i + N.T.S. ' INSTR. �- 81-014593 O.R. / -_--- O 0 0 G �, I r l r -- - - - - - - - - - -- ------- I , µ ;•t .•` sem•:^ '..i.` ..Cr:I - — — 10' MEDIAN T P. •Y I 0' I 4 ,1 r T — 0 T RA.. 4' I" RADIUS RETCURB RETAINING NOSE OF MEDIAN— (D EDIAN 1112 x Z - - 4„ DETAIL o I 8 12 I4 I BATTER 3-112-� N.T.S. m U) 7 8 12 o m� :' - II � i �/ 5 0 -� I �p 0+00.00 °" a a a. 16 1 7 2 z + .`� o Lo M � ,: :: 10 LEGEND J I 14 I MON, `I H W CONSTRUCT 412 6 I � U A.C. PAVEMENT OVER AGG. BASE - S.M.H. Z W o o flfl 00 Q 24 3 4 -- _ o • 1 - IMP. ...1 = ° o til COLD PLANE REMOVAL I FEATHER JOIN REPLACEMENT OF A.C. PAVEMENT 14 0 0 23 \ = W '' - gyp CONSTRUCT "BRICK RED" COBBLESTONE PATTERN STAMPED COLORED CONC. 4 3 7 t I 1 V W I_=-iilill liuuitlulll PAVING (WITHOUT GROUT) �/ 1 - - -- - —m 9 I -- I 8 12 ----®c•v-- mss. GAS ___� MEDIAN NOSE J i a DETAIL 0 a 14 6 6 5 I � TRAFFIC SIGNAL K—CONC. �T --�_ 2 N.T.S. DESCRIPTION OF REVISION DATE CITY PR -+-t AP OVED. 24 4 3 WIS . L �H r -- to - GATE VALVE GUARD POST INSTR: -014594 , .: CITY OF RANCHO CUCAl1lI0NGA NOS 81 O.R. , .:_ 1 TO BE _RIE_MOVEOR5, sAWCUT-� 5 PLAN AND PROFILE RELOCATED BY - - S.C. GAS CO. \ EXISTING R!W } �I I , 2 +' z (3-� J I \ T � �/ VINEYARD AVENUE i 24 4 3 _ i -, � . SIGNAL r z N Q _ - /r / 9 p ,o` ;` -Q• 4 3 c� ci p x z �' 34 w �� m �, Z a o o ;:�w :: ; . . :. �� EIGHTH STREET TO STA. 3+00 B.C.R i F- �� w�Y w x O (Dr� _ > 32' 19 W �d o �Q 1 Q �� �'N a m J w od U w W Y w X ~ p) 30' > "' It3 w .a o a o a `_I- r REMOVE EXIST.O �■ II w A.P.N. 209-013-015 W 65 � w 3 a w� 3 0 A.P.N. 209-013-044 P.0 C. GUTTER APPROVED BY: DATE: W �Z 3 3 a z �L; tnp cr I= w i Z CITY ENGINEER R.C.E. N0. 3`T o xa WIcU — — 3 DES N RECOMM ND D- SAWCUT DETAIL E E m�e n + � 17•� � K.W.C. ENGINEERS INCU � C7�Q: a. w cn m NTS G.L.S. 12921 RAMONA BLVD. SUITE D II r Z� r m� Z'D ILLU AVENUE DRAWN IRWINDALE, CA. 91706-3797 SHEET 3 ZINEYARD / ILLY L�j PHONE (818) 962-2592SHEET miuo 3 Q � S.W-C- A.C. BERM�I A.P.N. 207 025 3 c m z 13 w -- ti0 0) + W 2 � CHECKED .0 E. NO 8646 DRAWING NO + 7n wi — cn DATE 16—Z3—�� FILE NO� 1310 I W W H N lil \ O9 REPAINT AT EXIST. LOCATION r O �- 5 � 3 8 10 i o ,-- El 8 L� 4 ,( � 7 V ❑�_�PL_------ o ._ 1 d@) I � 3 0(000 I a W VINEYARD AVENUE ' STRIPING PLAN SCALE: 1"=20' in R/W STRIPING AND MARKING 1 (R.R. XING PROJECT) r - --— O2 PAINT OR REPAINT TWO-WAY LEFT TURN LANE PER CITY STD. 0 o LA0. 407 N ++ hOl�• O3 PAINT OR REPAINT 4' SINGLE WHITE BROKEN LANE LINE PER PLAN M 8 CITY STD. NO. 407 H W `\\`LO• 4 5 6 _ Z _ O4 PAINT OR REPAINT 8' WHITE LEFT TURN STRIPE PER PLAN 8 W _ ' CITY STD. NO. 407 _ - O5 PAINT OR REPAINT 4' SINGLE WHITE LINE PER PLAN 8 CITY STD. U) _ _ LA0. 407 W V - 4 _ 1 ��� O7 PAINT OR REPAINT 12- WHITE STRIPE CROSS WALK V3 H w �P O8 PAINT 4' DOUBLE YELLOW MEDIAN STRIPE PER CITY STD. 407 22 M a ��'• r �c'� 3 > 4j°� I ,� O PAINT RAILROAD CROSSING PAVEMENT MARKING PER FIGURE �h� 0�' /lb �2�'F�J �G• w H a w H \\��,� 6-29 8 6-30 OF THE CALIFORNIA STATE TRAFFIC MANUAL �J � 1�, Y Ycr- �� \ OP�P � 10 INSTALL TYPE K AND R-7 REFLECTIVE MARKERS PER CALTRANS _ -Cf. _ UNIFORM SIGN CHART AT 4 TO TOP OF SIGNS. 'l Z o Ur z o \`� O\ 5 p�' -- - - - -- — :..• - - Cr -77 �• F 0 �• R/W U h�2 1\ z 0' w o�' w � 0 ♦ c' J �L 'l 3 2 \ `\ c0 w w \\ Z 1 Za m O \� } �.O y �. w I— � Fj• c� m ti JO 3 ` O O•� 'C' CITY cr m U) \`L o F �3 �i DESCRIPTION OF RE VIS ION DATE I— y \ u 8 a APPROVED A.P.N. 209-013-044 a � F a c=n � � �.� 18 16 3 w w aw- i 6 ;° co o %'� N CITY OF RANCHO CUCAMONGA 3 a H Hv 3 * x Z~ O # V) cn o i cow a w� H w? .o J #U 3 Z c!) 3 cr 3 m� -��� z or PLAN �3 D Z-Y UO NZ OD X:zaz 3 m VINEYARD AVENUE A.P.N. 209-013-013 Q,�� 3 co w U a n D ~U 17 Z w STA. 3+00 TO STA. 7+02 0 13 U 13 ti Gp• 20 F• _j w A.P .N. 209-013-017 VINEYARD AVENUE o _ 0 � APPROVED BY: DATE. w tr �2 CITY ENGINEER RCE. NO. dto DESIGN K.W.C. ENGINEERS, INC. c�MM LADED �M116 G.L.S. 12921 RAMONA BLVD. SUITE D �"`t0� - DRAWN IRWINDALE, CA. 91706-3797 SHEET PHONE, (818) 962-2592 S.W.C. 3 of 4 CHECKED � — R.C.E. NO 8646 DRAWING N0. DATE S'Z ��`� FILE N0 702 I3I0 SCALE= 1 "=60' W VINEYARD AVENUE _� N CW SEAL MARKERS d Q �' 1 C0 �COLL�EATOR I o a FLASMNG ARROW SIGN - LEFT G V IDENTICAL ° v � o � o N'-/RIGHT � TYPE K' ° Ja l so%/f�v��.ca-dam �P-7� 429rxrz co - R/GHT C G ARROW sIGN -PO/ewe oma-e--el S/GN - VINEYARD AVENUE N av EAST HALF ROAD CLOSURE F— W � W so/.d��r�icrid co cn !y c-2, C�srPiyfif so 1'77,Cl,r. K-44 FLASMNG ARROWor R-63 SIGN - LEFT � C VINEYARD AVENUE 1 T' R'- f. �� C0 SEAL MAR/l'ERS d ii CONE OR DELAVEATOR 1 I� fy�e (TYP/CAL 1 CO I _ I _ Q o IDENTICAL � o = c ) oZ Wi Q ca l VINEYARD \ SEE'Ar30vEGEFT' AVENUE— CITY VEN �- — _ U E— DESCRIPTION OF REVISION DATE APPROVED. C- C CITY OF RANCHO CUCAMONGA or c-z, fR-�3 I = I FLASMNG ARROW TypE .K SIGN - RIGHT CD NOTE: DETOUR PLAN • PAINT CONFSTRIPING SIGNINGOUT WITH STDLICTING BLA K TRAFFIC PAIINT. VINEYARD AVENUE WEST HALF ROAD CLOSURE 2. AT CLOSE OF DETOUR REPAINT STRIPES AND MARKINGS. 3. ALL WORK SHALL CONFORM TO CALTRANS STD. PLAN T-12. APPROVED BY: DATE: v CITY OF ONTARIO CITY ENGINEER RCE. NO.!�L3 DESIGN K•W•C."ETSGINEERS, INC, RECOMMENDED �K6 G.L.S. 12921 RAMONA BLVD. SUITE D o etA.— APPROVED BY, DATE IRWINDALE, CA. 91706-3797 DRAWN PHONE (818) 962-2592 SHEET G.L.S. 4 of 4 `x7- 29;11,on4 CHECKED �1s�--�C.E. NO 8646 DRAWING N0. ASST CITY ENGINEER DATE -' Z3 �� FILE NO 702 1310 ,1