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HomeMy WebLinkAbout106'w COUNTY OF SAN BERNARDINO W QO Oti Lo l q. M INDEX OF SHEETS M N SHEET NO. 1 TITLE PAGE ROAD DEPARTMENT SHEET NO. 2 TYPICAL SECTIONS SHEETS NO. 3-4 PLAN a PROFILEPLANS FOR CONSTRUCTION ON i SHEET N0. 5 INTERSECTION DETAILS I SHEET N 0. 6 MISCELLANEOUS DETAILS & SUMMARY C R N L I N STREET1 SHEETS NO. 1-9 CROSS SECTIONS BASE LINE TO LA VINE STREET As 5U11-T - .5EE CCO#4 CCO A-2 , AZ-50 Z34.5E L IAIE DRAWINGS I -V ( See Special Provisions) GRAD/N G PLANS SHEET / �Z . � CUCAMONGA AREA RD. NO. 213450 AB W. O. H04421 L NE ST. \ NINETEENTH ST LA GR �— W Q W END PROJECT ALi A LOMA oc STA . 64+ 50 N `n` AVALON ST i MONTE VISTA LA VINE ST LA GRANDE ST PROJECT AREA J W m BASE LINE Q U O' Q W 9 Z c i V ` W Q Z V ° BEGIN PROJECT � SND PRajECT STA. 47+35.23 57-A. e9 Sao Z, �y BASE SCE QP BEGIN PROJECT moo• tVSTA. 2/t 50 � W = W CUCAMONGA AS B ILT I PROJECT LIMITS COUNTY OF AN B RNARDINO CORRECTIONS THIS SHEET I BLVD. 0 O SCALE I"=30' APPROVED BY , ( � O , D FOOTHILL COUNTY ENGINEER R.C.E. 8495 DATE LENGTH OF PROJECT VICINITY MAP 0.32 MILE SCALE 4"= 1 Mile ' SHEET TOTAL NUMBER SHEETS 6 �wC-j No. I NO t i I R -- 44' Q . CONST. SPECIAL CURB & GUTTER O 0.43'A.0. 24' 8' 0 L I -- — - - -- -- - SLOPE TO I-o0' CL. 2 A.B. STA. 60�42 TO C�2+37 $:3 - TYPE B A.C. d.43 16.s' STA. 57+33 TO STA. 64+35 n 0.43' A.C. 33 11 T R/W -1 .0'� � _Jr' SLOPE i:1 ————— TSTA . 62+37 TO 64 z5 -----l—SPECIAL CURB & GUTTER BY OTHERS -0351• TYPE B A.C. 0.43 STA. 53+33 TO STA. 57+33 R/W R/W TRE 11 ' 33' I P 33' & 44' 12' 321 -241- 33.75' 81 21-75' 6.5' 6.5' 12' 12' 12' --} 21r P OFILE GRADE PROFILE GRADE -2,� SLOPE 12:1 OR SLOPE 1 :1 - FLATTER i L_ -1 'a� PROF I L.E GRADE �--- SPECIAL CURB & GUTTER BY OTHERS TYPE B ASPHALT CONCRETE 1p 0.08' TYPE B ASPHALT CONCRETE 043' PLACE SPECIAL A.C. DIKE TYPICAL SECTION n SCALE 1"=4' 44' TO IMP. � V 2' .SLOPE -1 .00/1, 1 :1 TRE -- - -`--44, I�p 33' & 44' RAI f;ccDL=A a-9.35'. TYPE B A.C. PLACE SPECIAL A.C. DIKE 71 24' 043' STA. 51+30.53 TO STA. 53+33 EXIST. ROADWAY FOR FI PUBLIC TRAr IC � STA. 48+-45.25 TO STA A. 5 I +09± ' ' I i rl INITIAL COURSE G.C. 0.2 ------ -- -- -- - 1 :1 S E 0.08' A.C. TEMPORARY SOUTH �A5 L INE NORTH 6„ " STAGE I 9" 6" 911 R = i" 32.5 i J 0.35'A.C. R = 2" 12" 1� CLASS B CONC. TYPE "B" A.C. TRE 31.75' o o: 6.. off, R = 1" i2 22' 15' RAP FOR PUBLIC TRAFFIC INITIAL COURSE A.C. -(0-.-2-57 911 F ' ' 1.00'CL.2. A.B.-77�j ' Tp-mTT Tm STA. 26+00 TO 29+00 2411 STAGE II SPECIAL CURB 8c GUTTER SPECIAL ASPHALT CONCRETE DIKE SCALE: 1"=1 ' SCALE: 1"=1 ' T EBAS LINE 30.5' I P 31.75' SOUTH NORTH GENERAL NOTES 15' —241-1- INITIAL COURSE A.C. FOR PUBLIC TRAFFIC GR'°'°Ep sHOUio 1 . BASE LINE SHALL BE PAVED WITH 0.35' TYPE "B" A.C. -�-- 0.5 INITIAL COURSE AC (0.2 )AC (0.25' JJ =*� 7' 13' 325' SPECIAL A.C. DIKE 0.35' ASPHALT CortC. 2. D I MENS I ONS ARE SUBJECT TO TOLERANCES SPECIFIED IN SEE NOTE 2 IZSPECI THE STANDARD SPECIFICATIONS. AL CURB & GUTTER CONST. BY OTFERSo a' I.00 CLASS 2 A.B. 3. A.C. = ASPHALT CONCRETE STAGE III c.c.c� z NOTES: STA. 21 +50 TO STA _25+SO 1 . THE ASPHALT CONCRETE SURFACE COURSE SHALL NOT BE C B U 1 L T CONSTRUCTED UNTIL THE INITIAL COURSE HAS BEEN NORTH ACOMPLETELY CONSTRUCTED. ` P 5 W 2. OTHER CONTRACTOR WILL GC.o.# 2 GRAM 90 LMR BASE LINE t3' I9 5. CORRECTIONS THIS SHEET BACKFILL CURB & GUTTER CONST. BY OTHERS. 7' A-1..... --- Q35'A.C. O0 O CONSTRUCTION STAGES 1.00' CL. 2_ A.13. TYPICAL SECTIONS 1 D NO SCALE OVERLAY 0.10' t VARIES STA. 25+-50 TO STA. 28 +00 FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. STA. 29+00 TO z +-56 ROAD DEPARTMENT CARNELIAN STREET H04421 DESIGNED M TS R. APPROVED BY ROAD N0. 213450 AB DRAWN BY Nk 8-Aa-zz BASE LINE TO LA VINE ST. LIMITS CHECKED BY R.R. It 73-70 � R MENDDBY 'I � J� , 1 IV CUCAMONGA AREA F' MARK REVISIONS APPR DATEcHiEF GN ENGINEER N NGI SHEET 2 of 6 ,. EX(ST. GND. Z2' LEFT0000, .00 EX St. tNII. IZ' LEFT Q i Lr PON N + ►'� .p `. .00-00, �T # i + ti In _ . ._._ ti X455 ol 1455 ' _ G q m ' . 1465 ' i � � .. o v � �.r° T.O.C. 32' LT. + � - T.O.C. 32 LT. + :. m w cn // Ln d ! o /O� X '.. C� r'� Y J O W + ,n �'' �• E.P. 30.5' LT. �n ry ti CIDN �_,t7u 00 + ad t_ fs CONST. EXIST. CL BASE LINE + EXIST. GIS. �'- �909/ . + + o "w + N Q 200' V.C. EXIST. 90. f CL l o/ 1 v �� IMP. +^ �F ' 1445 C.+t:a. - - - o Mo 1455 a ' ��, _ +2�OCP /° �1014 6 EE BASE L)IVI± GRAISfNG r` m ��� 9�° H ��--'� CL IMP. H '` - PLANS SHEET 1 J 2 + + LIN +2' + 1 42"x29" + . N T- a �' /� ^ CSPA v� 42"x29" / H I!� czr CL > CSPA N ^ + N • r p + tn W m i .J N rt Lti � cf LM OD (L PROFILE tLE — SASE LINE + ~ �/ g + '� j ° N EXIST. Gyro. � RttHT 1 EXIST. GND. 22' R1 �'�`� + '- I E.P. 30.5 RT. } O N tZ _ 1455 �� s + Do _ 1465 j ��/ e, InLm ZT r[•.' N 1 / T.O.C. 32 RT. i E.P. 'R'1'. � .' v r ,.* + s t �`► 9M. GT4m DO �� + + ct NC6 Do t� j u� cr ' i kn E.P. RT. NOTE. m tr ca _ . B.M. - CORPS OF M M. BRASS b 1 SIC �; O r~n � W� _. , _ o _ Do ~ N THERE EXISTS AN ELEVATION DIFFERENC IN TOP OF CURB S0. BASE LINE o, _ OF 0.20 BETWEEN COUNTY BENCH MARK & BETWEEN CUCAMONGA CHAN. } m v v _ v + `" u. c; t{1 BENCH MARK ON TRACT #8383 CARNELIAN IN FRONT OF SUNRISE o H+ `� Lr\ ' COUNTY B.M. A-223 ELEV. 1451 .45 SHOPPING CENTER v PROFILE N + off• ' ELEV.- 1450.770 VE?T. IV.� 49' I 1.LA ..r - s a 200 i - . C EXCAVATION C.Y. 47+ 5.23 217 , 48 31 415 49 583 50 553 51 631 52 549 53 524 54 571 . 5.5 SHEET TOTALS 4043 C.Y. EMBANKMENT C.Y. 0 0 0 0 0 0 0 0 0 C.Y. N w G - SOUTHERN CALIFORNIA GAS CO. �� I a _ PROP. W - CUCAMONGA CO. MATER DISTRICT - WATER 1 . S - CUCAMONGA CO. WATER DISTRICT - SEWER W r N ( " s ~ T - GENERAL TELEPHONE CO. - UNDERGROUND CABLE .- ' �I ( � �; 790 + TO EM -----nAt—� o c ci e 481 I s a _ KmTw aSPTAt*SITE - "A" ' 50� 1 0 - _ ' . ac a o ; 3 II J- CURB & G , CURB RE M CROSS GUTT R & SIDEWALK II I BY OTHERS INSTALLED PROP. R/W i � YEAG CONST EXIST. C & G TO REMAIN IN PLACE . 3 c:)`1 h M MEET EX15T. aN V) V% z CURB IS GUTTER CURB -RETURN, SPANDREL AND �IDEWALK cr + - "'`l' ;a (� ( II BY OTHERS CATCH BASIN CUT & MEET EXIST. PAVT. V) INSTNUED BV NE55 CONST. BY OTHERS I N I INSTALLED 6Y MEAGER MN5T. BEGIN PROJECT �I_ MIN -;:- 'i-�� i T.R.E. -1"-rn-pI=AG REMOVED TA . 47-A,35-213 — = -- - - - - - - - - - - -- _ - - - - - - - - - - - - - - - - - - -- -- - - - - - - - f - - - - - - - 2+2 REMOVE EX►ST. P.C.C. CULVERT ST•= _ R/W v AND CATCH BASINS _ STA.21+62.65 OBERDS ST, o N 01° 08' 22" W 4�7 4�8 4+9CA NELIAN 5+0 5�1 52 5+34-- REET M � _ N 000 30' 39" W �� INSTALL 42"x29" SPA - 3"Gh5 UNE - F O M CV �� � �a ��' ` C S" 3EW�ER LI►J� R/W ,,, �z wnlerM s c�NF — —1N rr = _ — _ __ _ _ � .- fvw me= All- spill R/W �ii��c PLACE SPECIAL ASPHALT ( ( T.R. cam'�o PLACE SPECIAL ASPHALT ��, CON C. DIKE I • In CONC. DIKE c; * I N 2 3 FOR R M SIGN DETAILS • .,G, R `� I N { SEE C.0 O'1±1� I SHEETS + + - IOF2 zoF2: ,� �� _ I r A s BUIL T ,STA-22+22.54 BASE LINE 1- - ii = I I N I CORRECTIONS THIS SHEET SPECIAL A.C.dIKE N BEGIN SPECIAL �� N 2 7.7' RT. 23 +2o w CONC. z� RT. 23+20 z :I 32.5' r I Fi tc�L� INDICATES ANGLE POINT E.P. RETURN � 89°27'59" ' CUR & GUTTER, CURB RETURN, V1 R = 18.00' a '« ' w; a >s 0 a $ T = 17.83' " m `:?.Y +� CROSS GUTTER & SIDEWALK FOR L = 28.11 `r"" ` BY OTHERS INTERSECTION DETAIL � t D SEE SHEET #5. CID I INSTALLED BV NE55 CONST. }� _&T-pt- 234-M N v _ ' J d 3 =�I Qty V alt 2�aEXIST3 � PLAN & PROFILE 1 . DETAILED R1 GHT-OF-WItY ISS ARE ON FILE IN ;0 33' �' THE OFFICE OF THE COUNTY ENGINEER, 825 EAST o t6 r. W. 0. NO. I FIELD BOOK REF. COUNTY OF SAN BERNARDINO H04421 THIRD STREET, SAN BERNARDIN04 CALIFORNIA. �; W RIGHTS-OF-ENTRY 4ORKTous DE THE RIGHT-OF-WAY.OBTAINED FOR ALL N Q A ROAD DEPARTMENT CARNELIAN STREET ROAD NO. SEE FILE NO. 213450 73-70. o • .� m DESIGNED BY R. APPROVED BY 213 4 50 AB ' > b ch e_I DRAWN BY c7TB �1 m 1 p A 8/B BASE LINE TO LA VINE FILE N0. / CHECKED BY R• ASST. w COMMISSIONER- G DATE 73 -70 h • L O « Of 3 33 3 ~ p d RECOMMENDED BY .�l ' CUCAMONGA AREA Z MARK REVISIONS APPR DATE 19111 'lei ttG� ^�� CHIEF DUIGN ENGINEER NTY SHEET of �_ 0L- L 8d 05t� � 1Z Mm D n 7ZC M m ( 1 33' PROP. R/W o C-) j �� sur{ I t� + 0 55+00 55+00 v, s2•, - _ o s i I 1 1466'46. . 1466.76 1467.37 8" Weir �I OMIT n ( Yb N D/M & PP#390500E - v _ _ o (f. ( O BCR 55+70.7 I 1467.87301 301 - ' ~ BC 55+70. • PROP. R/W-� co /� ''' r- Ir ':�.. r� cn cn cn _ I ( 1468.79 III � I� � a• Ilv + %+00 %+00 i + _ �m I I n' C) Izi I i 1M I I I . 1469.37 1468.76 1469.37 + n -- \,n L '+ BUIN CURB & GUTTER � 111 � � � r' 32 RT. STA. 57+33 I j '� , Y BVC 57+00 BVC 57+� I cBIC 57 PP#1828807fE � � � -rN ¢ � I� I ;� TP#HI5049Y & D.M. 1471 .37 1470.76 ....__._ 1471 .37 _.. -•-. . :._ ._ . ... THE IIS' ;! 57+25 57+25 57+25� _. 1 I 1471 .89 1471 .28 1471 .89 Begin-4' S/W - { 5 33 1472.06 I I 18 x11 " CMPA 2'x2' Grate + + 57+50 Begin 6' Chain Link Fen REMOVE 25± .F. 18"x12" f Yx O m 1472.44 1471 .83 1472.44 .. F W/Ftg. GMPA & CONC. COLLAR TO 3 I I + 57+75 SIDEWALK. CONST. 7± L.F. j ! +� 57 75 DOUBLE CONC. CULVERT. i 1473.03 1472.42 N 1473.03 SEE DETAIL SHEET #6 II g ►ad 41 C.CO.* - chi ,cn ' I (�h° _ PI 58+00 M C PI 58+00 VC - PI 58+00 MO EXIST. SIDEWALK TO BE 1473.37 143.66 ,� 1472.76 1473.05 1473.37 1473.66 PROTECTED IN PLACE Y t D/4 Z I + + 58+25 1474.32 1473.71 1474.32 Brick School Bldg. 'o ( = TP#HY15650Y REMOVE 35t L.F. 12" CNP & 12± \-4 I �;, + + - + L.F. CONC. CULVERT TO EXIST. 15' - co D. I . CONST. 22+ L.F. CONC. = -' N} 1475.02 1474.41 1475.02 1" Mulberry CULVERT• SEE DETAIL SHEET #6 I I I V- 58+75 + + i`' - - -- 1475.75 1475.14 � 1575.75 I" Mulberry ( � ...• . o 12" CMP y . 8' PCC S/W I N _ -_.._.. ... .. � Begin AC Lot - _ �„ (0 1476.52 1475.9;1 1476.52 211x2j' DI W/Grate I4 32 AC D/W I R Cn . I A0 COW- C-) STA. 59+21 • 0 OD - Ud . Service Pipe qq TP 15651Y rn ` o I I 1 0 1479.67 1479.06 1479.67 eat Valve I _ Locked Box W/Metal Cover II F --� vgo I = : 1481 .25 F - I � _�n I'•r I 0 CO t 60+ !1 N } I I 11 2 1481 .25 > cd> Fn -n n m J_ _. - +00 61+ 61+00 a � I 1482.83 1482.21 1482.82 o O --r4 o TP# None rn k� I .. : .� ..t N. ' f . t� , ,S < t ; 0 II l rn 0 I * �r _t J w. ` y SW Cn STA. 62+00 ( T T z CONST, 351 MW Begin 4 PCC / �I EXIST. TREE, SHRUBS & 6' Board Fence SIDEWALK TO BE End 2' Ret. Wall PROTECTED IN PLACE01) Begin Trans. Curb �:,....-.._ ... . - 62+00 62+01) + I a 98 35' AC D/M _ .. .- - -N Begin AC Apron na 1485. 1485.36 1485.98 1 6" Elm • Begin 6 Chain Link Fen. ,. -, ' p Manhole i 8' PCC S/W \ Stucco House 2" Magnolia utter MEET EXIS C +3 Begin Curb A G 1487.11 BVC •+ + 11 r i N m c�� 3 �i�1�� O o 1487.55 1486.94 t �� m y n•`-' INSTALLED 12" RETAINING NRB BCR + 8" Elm + g 62 75 + cn a° ____....-.._. ...- ..-...- _ .. R/W 1488.33 - 1487.70 0 ° 1; 4' PCC S/W oril) �� D/M & PP#, 14831 (2E g_ 1<7 D/M & PP#1619088 '+ �nQ ¢ �' - Curb & Gutter D/M & PP#1483 150E 1� 01._...,._..... n r•. MOVC PI 6 +00 MOVC PI 63+00 DX03+65.44 $T'd, C MM _�+ t /� + �+ ^r PCC Cross Gutter Wt 1489.07 1489.13 1488.41 1488.52 ��_____ - 69+09.43 O z 5L/2'S A A� TR/ 1Z`D i�5 -- '� - LAr `jR�AND ManholeANDE DR WY �R R.C.STD. N S 89 39 06 W �4) Water Valves a-' 0 a 63+ 63+25 Np.306 1,6A CKOFORW n urb & Gutter 1489.79 " : 1489.07 o vROPF o 0 2'AA.O SwX g F.H. C7 T ReCOA/8T l7 A6 A/E•CE5'SAR Ex•6'xRAW 2� D fA C.L.Get E + ECR - -, EV _ + M n NEW /L'fCC OR/VE' O C)t. . r -U z �"�R t EXIST. CURB & GUTTER, CURB cn cn 1490.48 1489.68 A. wwA A� o - �•` < > w End Chain Link- RETURNS AND CROSS GUTTER 5' Bock Wall - - \ TO REMAIN IN PLACE. °�° ^„i n PP#1526822E �` End 2' Ret. Wall Stucco House at - Begin Trans. Curb " Maple v � Magnolia z Be in AC A Apron 9 P ._. Begin 6 Grape Stake z _... ._.. ._. . �+� _ . �+ ..... �_...... , .. ._._.. M O f=ence C) 1491 .83. 1490.84. Stucco Mouse CUT EXIST. PAVT N l �q�y1in t! Curb•8 Gutter STA. 64+35 c'x64+3L+ D/M A PP#1483149E 1492-78 , 1491 .65 r � 6' Block Wall N car► +50 I Palm STA. 64+35 Steps ��nZ ' MEET EXIST.- PAVT. _ fa BCR � --� > Fence. n 4' PCC S/W MEET EXIST. PAVT. � -•� CD STA. 64+50 00 C D z Curb & Gutter n m Water Valve _� > r r �-- PCC Cross Gutter A Stucco House x , Z io �LA+-Vlffl. N o i n 0 -1 I�I y Z A > Z 89 45 32 EO y > M z Curb & Gutter "O1s'-"� U) i1 cn b > > 4' PCC S/W -+ r- w- D, ECR I�1 l 0) D rr1 --f Pbm N 1 z pl r) Fn� t. M , n 6" Pine M m 0 ` y ma c' Cul de Sac' - 00 Bern 6' Wood Wall , n r� (Curb & GutterL :.� .� :°� �1 9 o�z'v� az / I Eucalyptus - _ r '•� D! m z e �► j1 rn Stucco House (� -� Q. c0 (0 c0 no Fri C/) � � �N o > ��� o 0 0 CA �' o f o y, Qom°' r v f n _ 11 O Np = O `, N I O � Z .. 1 A A .Op N C N a4 mom d O IU _ 213450 A r ' :�IP 73- 70 1 w i W Q 0 tt) 0 L) M R/W N I,, - T.R.E. R/W II i 44' 44' N iL 331 321 241 � N N ' +49 PLACE SPECIAL ASPHALT CONC DIKE 33.75' FOR REVISION DETAILS SEE C.C.O.7* I , SHEETS E.P. RETURN DATA I OF 4-. 2 OF 2. 3 A = 89°27159" R = 18.00' T = 17.83' CURB & GUTTER, CURB RETURN, - L = 28.11 ' AND SPANDREL BY OTHERS tLl o o W z Q Q. J PROP..R/W -- _,_.. _ � ._._ _ X BE61 114 81 I(E-jiEftEofW STA. 23+20 34.5' LT. � I— _ _ - - _ _ _ _ _ _ _ _ _ — __ _ _ _ _ _ W R1W — — — — — — — — — — — — — - - - - - - C3 Dup PF-T,ipm TAPER TO MEET EXIST. LA 24' E.P. ® STA. 2-3+70 co STA. 47+93.23 IMP. CARNELIAN = N to O O STA. 211-50 STA. 22+22.54 CL BASE LINE + C\i 0 O rL +48 O N - — 2 1 S 89° 59' O6" W 22+ 23 S 890 58' 38" E N LA / o IST. CURB & GUTTER TO REMAIN IN PLACE R/W R/W MEET EXIST. PAVEMENT 23+20 END SPECIAL A.C. DIKE 2 7RT- C),: 3 MEET EXIST. GUTT ao 0 O Z NT MEET EXIST. PAVEMENT '��4 _ _ W E CUT &4EEET- EX I ST. PAVT. NOTE: STA. 47+35± I D— INDICATES ANGLE POINT 32' 221 44' 30' SCALE : 1% 20' W - AW R/W � W 0 A S B U I L 0 D CORRECTIONS THIS SHEET INTERSECTION DETAIL WG No Io FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. r ROAD DEPARTMENT CARNELIAN STREET H04421 DESIGNED W R.R. APPROVED BY ROAD NO DRAWN BY j7p BASE LINE TO LA VINE 213450 AB � �� 8�e77 LIMIT'S CHECKED BY R. R. 73 -70 RECOMMEND D BY .(1 � 4 r 17 C U C A M 0 N G A AREA MARK REVISIONS APPR DATE CHIEF GN ENGINEER ou ENGINE A SHEET 5 of 6 i I DRAINAGE SUMMARY 4 EARTHWORK z CD CULVERT PIPE STRUCTURES INVERT DATA o 1 i o w LIN. FT INLET OUTLET z j v o O wwcr _ a } = a o o °`a 'V' 'X' c }- DESCRIPTION STATION m Hwy 0° iinno � Qu- U cn x TYPE Ww Q a �- �- DIST. DIST. w w cn o cn 0 < z 0 x � a - v; STATION RT OR LT ELEVATION STATION RT. OR LT ELEVATION am AO O ,v i 7.26 1-130 L 4.24 20.00 A In 1 ---- ------- 12 _ _CONST. TYA CATCH BASIN PER DWGS_ i - I11 51+20 M -9f-$ 51+97. 3 20,49-1-6:F. 1455, 51+21 .63 32.51 PLACE 42" x 29" BIT COATED PAVED _ _ _ 51+5 + 1 .88 57+44.78 39.5' RT. 1473.79 57+42.40 32.0' RT. 1471 . 2 6 CONST. DOUBLE CONCRETE CULVERT 57+42 2.35 5fftO8 50,01 RT 58+94.08 32.0' RT. 1475.34 6 CONST. CONCRETE CULVERT 58+94 N 1.49 11- -96-9TOTALS - 122 CLASS 'B' CONCRETE A. C. DIKE SUMMARY SUMMARY USE DESCRIPTION CU. YDS. SPECIAL 41.33 LOCATION L.F 0.43 4 BASE LIN RETURNS - SIDEWALK 84 VARIES VARIES DRIVEWAY APPROACHES WARP AS NEEDED WARP AS NEEDED STA. +34.84 0 TA. - , 10-23 STA.51+30.53 TO STA. 53x32.95 203 F 6" t TRA�}T}GN� 41 6" 11 611 RAW . 71 F TOTAL 56.27 "R E7 TOP OF CURS I � ---- TOTAL -- - R 647 � J 01 N S I DEWAL.K � I S I DEWALK JOIN 12" C.I�L. -------------� I - GUTTER FLOW LINE I I 3'-3" E I DEPRESSED CURB 6" 21-311 6" I i #4 BARS @ 18" O.C. MAX. =' ! � - WALKWAY ELEVATION 321 I #4 BARS @ 12" STA. 62+82 RT. O.C. MAX. SCALE: 1"=2'-0" - - SPECIA I �' ` 71-0" GUTTER 31 CURB b 31 W 3' REMOVE EXIST. CX -POSE CULVERT- 4'-0" I TO EXIST. D. . & XE I SECTION D-D -- �, REINF. STEEL.SPLICE EXIST. I D ,� �� SCALE: 1"=2'-0" a F in REINF. 12" MIN. EXIST. D. I . b CULVERT'•, = ' � CLASS B CONIC. MEET EXIST. SIDEWALK _DRIVEWAY APPROACH PLAN I D _ I \00, 10" STEEL ANCHOR 2'-O" 0.C. Mi N. 2 STA. 59+21 RT, (W=32') I Z ___ r' STA. 624-00 SRT. (W=35) I a C I STEEL FACE ANGLE _ SECTION E -E SCALE. 1 -4 -0 7 I L 3-" x �� x 8 �� x 31_3H LAG R/W a 6" I �-: Ill L- -� (GALVANIZED) 26 GA. CORRUGATED SCALE: 1"=2'-0" 11 '-6" � II I METAL TOP FORM (GALVANIZED) ; V I 3/16" �j CONST. C CULVERT PER a ". ' c� II / DETAI S IS SHEET SLOPE .1 12' �=�ACONIC. 1 L I P CURB SECTION SHALL CONFORM - CLASS B CONIC. .i i REMOVE EXIST. TO ADJACENT CURB „ g l _ i C.M.P. I I SECTION C-C -6 EXIST. CURB EXIST. SCALE: 1"=1 '-0" PROP. CURB 8 S I DEWALO SECTION F-F GUTTER SCALE: 1"=2'-0" PLAN i STA. 58+94.08 CONC. CULVERT CHANGED PR CC,a�2 SCALE: 1 "=10'-0" TO COMPLY WITH DE51GN OF TRACT #8009 61-411 SAW CUT & REMOVE CONC. COLLAR 6" 2'" " 6" - 21-511 6" F TO SIDEWALK & EXPOSE REINF. STEEL #4 BARS @ 18" 0.C. MAX. SPLICE EXIST. REINF. STEEL 12" MIN. N #4 BARS t 120 O.C. MAX. PROP. CURB & I SECTION B-B II GUTTER I EXIST. D. I . & CULVERT N EXIST. CURB) SCALE: 1"=2'-0" IIi 1 ��-� f 0 STEEL ANCHOR 2'-0" O.C. MIN. 4 A JtV � 1011 211 STEEL FACE ANGLE B I L 32" x SII x " x 61-4' W cn cr V I LONG (GALVANIZED) 26 GA. CORRUGATED A [�REMOVE EXIST. EU�VERT 3/ METAL TOP FORM (GALVANIZED) L7 U' l- T O 121 CMPA -g y CORRECTIONS THIS SHEET SSE °.# 2 MISCELLANEOUS DETAIL SUMMARY SHEET BY -�� � -- D u ? � • i CD 32'_ _ Hf F CLASS A CONC. 106 -- CURB SECTION SHALL FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. CONFORM TO ADJACENT ROAD DEPARTMENT H 0 4421 PLAN CURB SECTION A-A CARNELIAN STREET ROAD NO. SCALE: 1"=1 '-0" DDERSAIwGrN1 BY �R�R. APPROVED BY 213450 AB STA. 57+42.40 DOUBLE CONC. CULVERT SCALE: 1"-10'-0" CHECKED BY R.R. 7C�'�T'��5��i5��� �rd BASE LINE TO LA VINE STREET LIMITS 73 -70 RECOMMENDS BY C U C A M O N G A AREA MARK REVISIONS APPR DATE CHIEF DEI5jGN ENGINEER COUNTY ENGINEERSHEET 6 of 6 i 1