Loading...
HomeMy WebLinkAbout117 r r - INDEX OF SHEETS s Y4• •M` K 4 1 :r .r h i-k 11< i p� -`+.:+ea.-ear fr, w,}• S <h. SHEET N0. I TITLE PAGE g- s j SHEET N 0. 2 - TYPICAL SECTION ` SHEETS NO.3-7 - PLAN PROFILE Q �} SHEET N0.8 - INTERSECTION DETAILS SHEET NO. 9 - DRIVEWAY DETAILSLo h SHEET NO. 10 - CONCRETE LINED CHANNEL g v} - I CHANNEL DETAILS � y4 ;� t: : • _ � �t �- . � M SHEET NO. I I CONC. LINED _ ,3 . 0 SHEET NO. 12 LONG. FCD CHANNEL DETAILS x y� SHEET NO. 13 - MISCELLANEOUS DETAILS SUMMARY SHEETS NO. 14-16 - BRIDGE DETAILS f SHEETS NO. 1-32- CROSS SECTIONS z dtdx STATE STANDARD PLANS C . Jan. 1971) A35-9 A62-C4 A77-C.4 BI 1 -7 BO -3 B6-21 - D97-3 SD75-8 SDA78-4 D77-1 L COUNTY STANDARD DWGS. ( dtd. Jul. 1966) 115 117 203 204 206 206a CARNELIAN STREET 206b 206c 304 rRED H I L L COUNTRY CLUB D Re TO B AS E ..* LIN,E , MON ARECOCA GA A I F=: NO. 213450 AA �W- . H01037 A970? 3220 ~ 1 <; 45.1981 4980 BASE LINE } END PROJECT STA. 48 + 32 LENGTH OF PROJECT: PRO✓ECT AREA 0.74 MILELd F-- BASELINE LLLJ LU LL zw IA� \ e > �0 _ „ �P J OPTIONAL: crj�~ a DISPOSAI_ SITE 7 FOR CONC. ASPHALT PV\ Q CO C14 o) R AN BERNARDINO ROAD I COUNTY OF SAN BERNARDINO -� Z CJI a APPROVED BY 1-L►s Y, 9-/6-7/ 0 =I COUNTY ENGINEER R.C.E. 8495 DATE FOOTHILL • BEGIN PROJECT RED HILL r COUNTRY CLUB DR. STA. 9,+ 19 - VICINITY MAP AS BUILT _ F - NO SCALE CORRECTIONS NS THIS SHEET a -: CTtO PROJECT LIMITS ? NO SCALE ' DwG Na 1l7 r..-. .<.-..,._ ._ _ ._._ •- - -'---.... ".'-.-•-'--- ,-...:..,... :,,,.,.-.._ — •a... .,... -.,,.----.---.—c. . . . .. ---- i=. .•<-'-;,.mss... .. ww -"moi•- .. - ` i V, • .----«�--� ._ .-^-,-�,---..-..--.s- re. _.� �:*R-•--� , _ � _,.. ..� -� ��'--,— �,-r �-_- .� .. -- ._ r - -•- v-- •�----,-" _ --._ .,-_�-. ._.-.--r r -_. _. �� --.� . _ _ . . ._.-�-- --� .- e.q,-.� f _e-f-..-•- � ,----.. r - .-- _ .r .... . .-..r--..�-- -y---„-+��—�,--_...»� _ -w-- - _ _- - _ NOTES 1 ) TYPE 'B” A.C. SHALL BE 0.25' THICK STA. 9+50 TO STA. 40+00 & 0.35' THICK STA. 40+00 TO STA. 48+12.23. CLASS 2 AGG. BASE SHALL BE 0.35' Q THICK STA. 9+50 TO STA. 40+00 & 0.80' THICK STA. 40+00 TO STA. 48+12.23. Q 2) END COUNTY STANDARD A.C. DIKE RT. STA. 24479 & LT. STA. 26+00. BEGIN SPECIAL A.C. DIKE RT. STA. 25+11' & LT. STA 28+94. 0 3) DIMENSIONS ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD to 4' 22' I P 22' 4' SPECIFICATIONS 11:1 OR FLATTER. 4) AS AN ALTERNATIVE TYPE -B' A.C. MAY BE USED IN LIEU OF CLASS 2 M AGGREGATE FOR BASE MATERIAL: 0.20 THICK TYPEB A.C. STA. 9+50 TO STA. 40+00. N 0.40 THICK TYPE 'B� A.C. STA. 40+00 TO STA. 48+12.23 5) THE STRUCTURAL SECTION ON BASE LINE SHALL BE THE SAME AS 11:1 OR FLATTER TYPE 'B' A.C. - SEE NOTE 1 . STA. 40+00 TO 48+12.23 -2% j PROFILE GRADE -1% & VAR I ES -1% � VAR I ES-_ - PROFILE GRADE o - � '✓ �' � '0 D•G �'." 'U>°p •O, D°U• ,O moo'. _G O G' G,O °•O .C%. "G. •U,° O• p• •O• i CLASS 2, AGG. BASE - SEE NOTE 1_ SPECIAL A.C. DIKE LEGEND PROFILE GRADE SEE NOTE 2. — - TYPE �B A.C. BASE - SEE NOTE 4. SPEC I AL A.C. DIKE - SEE STA. 22 + 12. 93 T 0 STA. 48 + 12 .23 A.C. - ASPHALT CONCRETE NOTE 2' - AGG BASE - AGGREGATE BASE SCALE: 1" = 3' P.C.C. - PORTLAND CEMENT CONCRETE I a f 4' VARIES 12' TO ' I;IP VARIES 32' TO 22' 4' 11:1 OR FLATTER. j i 11:1 OR FLATTER i -2%--� TYPE 'B' A.C. - SEE NOTE 1 . PROFILE GRADE - k SLOPE VARIES f PROFILE GRADE °O. -G •� .o"o "o 0 o U PROFILE GRADE 8 i CLASS 2 AGG. BASE - SEE NOTE 1. STANDARD DIKE PER STA14DARD DIKE PER TYPE �B� A.C. BASE - SEE NOTE 4. S.B. CO STD DWG. +117. S.B. CO. STD. M. #117. STA. 20+ 95.00 TO STA. 22 + 12.93 SCALE: 1" = 3' . j I i 4' 12' & VARIES I P 32' 4 n t 9" b" 9" TYPE '131 A.C. - SEE NOTE 1 1 11:1 OR FLATTER 1 -20 � PROFILE (MADE PROFILE GRADE �— -2% & VAR I ES -2% & VAR I ES fV Ito- CLASS 2 AGG. BASE - SEE NOTE 1 , PROFILE GRADE TYPE W A.C. BASE - SEE NOTE 4. STANDARD DIKE PER S.B. CO. STD. DWG #117. .� 20 + 95 .00PROPOSED CPCCUCURB &�GUTTER TTER OR • • • O• o . o A . 9 50 TO STA. i PER S.B. CO. STD. DWG. #115. SCALE: 1" = 3' SPECIAL A.C. DIKE I SCALE: 1" 1 ' j flip flip i - 41 32 32 1 I e - d o O r. C• 0'0. .Q EXIST. P.C.C. CURB & PCC CURB & GU TER PER CONST. 4" CLASS 'B' CONCRETE IDEWALK A S BFU I L GUTTER SB CO STD DWG.# 115 S BYCA 0 _. STA. 4.2+ 10 -50 TO STA . 45+ 63 LT. STA. 19+ 46 `TO STA. 20+ 95 RT. NO CORRcCTIONS THIS SHEET 3- 03-7Z SCALE: 1" = 3' SCALE: 1" = 3' D TYPICAL SECTIONS FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. H01037 ROAD DEPARTMENT CARNELIAN STREET ROAD NO. DESIGNED BY %�' APPROVED BY RED HILL COUNTRY CLUB DR. 213450AA DRAWN BY SB LIMITS � TO B ASELIIVE CHECKED BY /�/L TATr, 79-73 r RECOMMENDED BY CUCAMONGA AREA MARK REVISIONS APPR DATE CHIEF DESIGN ENGINEER ��` SHEET -2 of 16 {{ • I - Ii .$ Co � c'q 1 LEFT E.P. + rlr% ti � � N lr o a r N M o N cr $ o, • N M r N r LEFT E.P. j `— - C3 reN PON � N a EX I ST. OND a E.P. LT. , .— �-- M M �- M _ +19(r/. I N 4:1 W\ V) rQ rV) rN j =" co 3 w . 100' VC I �' �g/o --100,VC ^� 1 s + AS• ♦ M 1305 I` �� a +1 .679b ,, z l -- N O` .O + M M Q i 3 1 J a� •♦- o ag r EX I ST GND i E.P. LT. cm C)" ' N 50 VC _ �jj i:�� � _R. r� rMQM _ 0 p O Q �} l• . ti / j t Q` N Q` ~ :O 5[ Q r N N d +V N H d` Q M 4 M M N M M r W ILA � � r ' - H .O F- .O �-- r Q �-- V M .O +r4 cl% + N+ r r Q F- N N N {- t~ O 8 M Nov 11 MM N Q N e u � m , ., 4:. a) + co Q a a 2Q �� N 114.— T_ j fiL IMP. PROFI LE 5.1' - •90x ; /r a a N a cnwall,111111111 w o + EXIST GM V- �, V) _ a cn _ CL IMP. PROFILE co°D m g IMP. 100, VC + M r_ 11305 = .J a 41 .6796 + r.i ._ +5 + a i + M - - 1315 , i R to O *-.D a r Cr Q i 50 VC 10 :$ $ + ao °� n EXIST GND CL IMP. cn N M m + ti + tiro QM N r- ♦♦ r O� rM F-e— N Q O M N r � N� •O �.-- M V) • H 4 1!\ r In r V\ r-l\ Q Q H N N M 4 N O OQrN e- N re\ N W P ccr cr V) CL V) Q c~ N i m ' m f _ - _ e .. ._ - _.. - � X ! _ .. .-. � : � -- : - - � - „` '-'i. •rte•+ .• k } W --"'' EXIST. T.O.C. 32' PIGHT j 305 ; + 7 1315 EXIST`. T:0.C. 32* RIGHT _ t { !B.Mf. CHI Z OPROFILE i RIGHT STTA M HOR I. 1 40' — t - ;ECFV. 1297.95 VERT. I"= 8 _ I _ • 6 T e 9 � 10 193 4 7 7 _ 65 11 I 0 8 13 5 4� EXC. .Y. 14 12 C SHEET` TA t2 15 TOTALS 7 6 C.Y. 5 EMB. — C.Y. 10 19 93 I 4 47 10 2 2 C.Y. I UTILITY LFG� m I R/W ; OS CUCAMONGA COUNTY WATER DISTRICT - SEWER o E UJI � J lb V !V Q CUCAMONGA COUNTY WATER DISTRICT -WATER r cn < O� © SOUTHERN CALIFORNIA GAS COMPANY " N w R/W RED HILL COUNTRY CLUB DR.� CL IMP. CURVE DATA Y fl = 25°52'2211 ~ R = 357.29' f- 0 a � T = 82.07'CL .. { a o, L = 161 .34' S•o, 12 X x � �5 SOA• t w ci w Ln 0 k \ N R/W a G• �� 8 0• Ct. U-1 � TRANSITION A.C. PAVEMENT LT. � STA. 9+19 TO STA. 11+19 �'� , /�'��• � B.C.. + a IMP. STA 12 5 R/W 35.12 a a / o 77:0- e o �/ M CD N �� / `` ' N �3 I i ( - O 1 11 - N.29 04 38 _ --_ _ 2 -+6 --- +7 +BEAR NE L f A N �9 +o _ W• __--rr - + --a E.C. CL INP. STA. 13+%.47 I MPROVEI'�IENT M EXIST. CONC. CURB & GUTTER AND SIDEWALK BEGIN PROJECT TO REMAIN IN PLACE. STA. 9 + 19. 00 ►- a W 1 . DETAILED RIGHT-OF-WRY MAPS ARE ON FILE �- � -p IN THE OFFICE OF THE COUNTY ENGINEER , �n AS 8 tL T W (n 825 EAST THIRD STREET, SAN BERNARDINO, W �Y . CALIFORNIA. RIGHTS-OF-ENTRY HAVE BEEN U, _ Z - O OBTAINED FOR ALL WORK OUTSIDE THE RIGHT- N 3 3 0 COR 7 . ROTI PLAN ONS THIS SHEET D OF WAY. SEE FILE N0. 213450 (79-73) . ;� . D 2 . ALL DRIVEWAY APPROACHES SHALL BE ASPHALT 1"=40' CONCRETE UNLESS OTHERWISE SHOWN. PLAN AND PROFILE FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. N0. ' ROAD DEPARTMENT HO IC C A R NE L 1 A 1�1 STREET . E E T . ROAD No. DESIGNED BY 17 APPROVED BY RED HILL COUNTRY CLUB DR. 21 DRAWN BY � FILE N0. �1�� 9-ie-�i TO BASE LINE CHECKED 8Y Re ASST. R MI I NER- GR. - A7r- 79 a RECOMMENDED BY BY - CUCAMONGA MON G AREA MARK REVISIONS APPR DATE CHIEF I -DATE- SHEET 3 pto h _ _i_ , -- - - I { 2L - 6L bd 05tF21Z N N x rn rn N x CD0 00D PP#191 1292E L BVC STA 15+00 STA 15+00 cn 322.98�1, STA 15+25 o 45 �� 1323.55 - --� •N 1 + + r�m p .►, � N P I STA 15 50 UC . STA 15 50 If u u n �° O 32 1324.26 4.25 rn %-n -A _ �m v,�' o °D STA 15+75 - STA 15+75 w w A w 1325.11 1325.36 C7 W 1 ,� n _ PRVC STA 16+00 STA 16+00 A n ` _ ., _... . 3:11 �, -•� 1326.12 I' 326.39 TA 16+25 STA 16+25 o r, ,,,, 1327.16 1327.38 toov c� ." ' MVC PI STA 16+50 STA 16+50 fP#1911291E 1328.29 328.37 uy _Po1eSk � p� N 0o 1 _ PP#19112µ4E ; 2 STA 16+75 STA 16+75 1329.00 1329.25 EVC STA 17+00 VITA +00 _ 1329.80 1330.04 b G4� Y Gtn F co _A 1 0 BEGIN S.B.CO. STD_CURB b 4' PCC S/W GUTTER STA.18+00 o o BEGIN C & G CUT EXIST C&G STA 18+00 STA 18+00 6' Chain Link Fence c��''6 �' i ' 1332.79 STA. 18+00 - 1332.82 - 1333.10 BEG 4' SIDEWALK RT. s Cl. IMP STA.19+16 - '. \ s� �,► . _ _ .. STA 18+25 -+ • r•�' STA 18+25 333.44 1333.89 CONST. 12' CONC.D/W , .� ` Water Valve STA.19+40 SEE STA 18+50 N '+� STA 18+50 SH T.s 9 12' ;` D/M N w 3 334.09 1334.73 g' a .. PP#191I290E Begin 15" Water Pipe 5TA 18+75 STA 18+75 PP#19112µ3E 1334.76 1335.53 - PCC Spillway Cr' R . • �C . • End Curb & Gutter STA 19+00 G.B. STA 19+00 STA 19+00 End 4' S/W 11 Bridge co c�,"+ 35.42 1335.85 __. . 3 End 15" Pipe "n� ^ • •� 8' Begin Guardrail - .STA 19+25 -v'i STA 19+25 EXTEND BRIDGE AND .1336.i4 337.10 REMOVE & CONST CHANNEL h o 1 , SEE DETAIL SHT # 14-16 End Guard Rail N tD �' STA 19+50 STA 19+50 PCC Spillway w rt � 336.8Cn5 -v 3 7.77 j CONST.4' CONC SIDEWALK NI - PC STA 19+75 STA 19+75 Man Hole (Sewer) 1337.59 - STA 20+00 ' 1338.43 - CONST.12' CONC D/W I ;l 1338.72 STA.20+39 SEE ' ✓ ETAIL $14T:#9 \ r 1 EXIST METAL GUARD =' STA 20+00 STA 20+00 n u 1f n ,/. p STA 20+25 1338.32 STA 20+25 1339.14 KA-s�„, , i S RAILING TO REMAIN 1339.04 1339.87 • f, o g 8 I N PLACE _ ` f _ °�S N m /� V W STA 20+50 STA 20+50 En *' PP#1911242E «o v s, / . N 3 9.76 v -a PP#1911289E • STA 20+75 1 n 3 #� - - ''; _ 20+75 STA END C&G STA 20+95 p/M 340.47 � ..._ : ' � 1341 .42 m CONST. 15' GRADED D/W I T --BEGIN A.C. DIKE STA .20+95 1341 .05 a 7'.- -STA 21+00 STA 21+00 r ro .....E.P. 32.91 ' RT. --1340.39 I � rn INSTALL 66 L.F. 21•� CMP. 1341 .59 342.20 r CONST-TYPE "A" CATCH BASIN ao PER SB.CO.STD.DWG #206 S STA 21+25 m STA 21+25 � CONST. TYPE "A" LOCAL DEPRESSION 1 x - PER SB.C0.STD. DWG #203 y .� RAMS I T I ON AC PAU'T LT E.P. 25.48' RT 1341 .49 � 1342.9 7 CL IMP STA 20+06.77 TO N STA 21+50 STA 21+50 � :' END SIDEWALK RT CL IMP. - '' to O STA.20+95 STA 22+12.93 w CD 1342.25 1343.73 inrn z TRANSITION AC PAV'T RT. ,� 1 STA 21+75 STA 21+75 � MP. STA-20+95 TO A 22+12.93 342.98 � � 344.47 / ro STA 22+00 STA 22+00 STA 22+00 ro 343.7 1344.46 N 1345.20 Go STA 22+25 I STA 22+25 PP#I9II24IE ¢ 1344.44 I 1345.92 n STA 22+50 '' STA 22+50 r m - 1345.16 1346.64 Z, •� t0 o = o v * coo W -1 1 Z N STA 22+75 P m / STA 22+75 m D o w = 1347.22 o < o y c !, p m z g O m A? ` -�'+� ro STA 23+00 1 STA 23+00 STA 23+00 �, z D m .c w 1346.75 1347.33 7.87 'v I m v z y 5TA 23+25 + TA 23 25 1347.56 I I O � o r1', 07 0D STA 23+50 BVC STA 23+45.50 STA 23+50 C z - o -� O 1348.44 348.64 9. 0 < D ,A Z �] � X - Man Hole (Sewer) STA 23+75 STA 23+75 STA 23+75 _ Z .,�- ..l v 13+49.29 349.51 349.74 Z ro STA 24+00 STA 24+00 STA 24+00 _ .. . R1 e�` •� 1350.21 1350.29 350.37 Z PP#1911240E ¢ s � N STA 24+25 STA 24+25 STA 24+25 m 1351,.10 . v STA 24+50 STA 24+50 STA 24+50 ,.. . 1351 .94 351 .80 p N 1352.09 � ' X � C7 PI STA 24+70.50 MVC i D STA 24+75 52,23 1352.66 STA 24+75 ; my 135 .04 �, 52.60 C: z o n = ro STA 25+00 • STA 25+00 STA 25+00 D r 354.03 1353.74 CD n O m c D � i _ Z G) E: m Z D rn D m � Z r D o 0 > °° �1 w D rn •• o 4 -I _ rn F _ � rn r = r p . m m N = O 0 - - Cn UP W . L11 (A o , w 213 450 A A 79-73 y a.s....... _._......-..._._.._._ ._._..____1 -3..._..___.-._-__....__ ..__._.- . .. ... ...__.. _ ...._...__,.__...__._ .._._._•..._._...._ ___ _its._+'.'R.111" .___.. ...__._. _. __ _.__.•L. _'-....__._______-_-_.- _ _. -. 11Yl _._. _ __ f V t I r 2L- 6L dd 05V21z :;a =g I ILA FA (L N N LAI MODIFY UPSTREAM D/W rn C) r. x APPROACH SHOWN (N DETAIL - x SHT # 9 TO TET TOP Q= m DIKE. ,. •1 n FV END S.B. CO. STD. rte' ' A.C. DIKE RT STA. 24+79 ro; STA 25;01 STA 25+00 STA 25+00 20' Dirt D/W NST. 20. D/W - + 1 �'u STA 25+11 1354.0 0 1353.74 5 .4 Begin 8 PCC Ret. Wal l CO_.-- y' - STA. 2 4 t 9 8 rn SEG. SPECIAL DIKE RT. STA 25+25 STA 25+25 SSA 25+25 22' 22' 1355.07 1354.68 1354.30 I I BEGIN SPECIAL AC DIKE - A t0 STA 25+50 STA 25+50 STA 25+50 RT STA 25+11 Begin PCC Spillway 1355.67 1355.22 BEGIN METAL BEAM GUARD STA 25+75 STA 25+75 STA 25+75 RAILING STA 25+92.05 . 1356.68 1356.22 EVC STA 25+95.50 END S.B• CO. STD. AC DIKE �'__ ._._. STA 26+00 STA 26+00 1357.54-__ . _ . LT STA 26+00 0► _- 1358.21 END STA DIKE 1357.27 TRANSITION EP. LT. STA, a30' LT. I 25+75 TO 26+00 STA 26+25 ' STA 26+25 N 1359.28 `�' `�' m 1358.32 z x M onh ole_ m p o - STA 26+50 ' �,, STA 26+50 # �1 PP#1911239E E; PP#543501E 4. 34 1359.38 i•> PP#422603E ¢ - t0 . o cn - ' mST n o m ' A 26+75 STA 26+75 rn ao 1361.40 .. ! 1360.44 r c� + STA 27+00 + a STA 27 00 _ ._ STA 27 00 { l I Ln 3> �'... .-._._ ._..... T t n n 1362.46 1361 .98 1361 .50 m I o m STA 27+25 STA 27+25 n�oQ C-) Z 1363.53 N 1362.57 i STA 27+50 BVC STA 27+5 r STA 27+50 L (DD �''�' 13 r N CD. 64.59 1364.11 1363.63 o 2' Eucalyptus STA 27+75 p PI STA 27+75 MVC STA 27+75 1365.71 1365.17 1365.23 1364.75 C o STA 28+00 EVC STA 28+00 c<, STA 28+00 1366.79 1366.48 1366.15 PP#1911238E PP#1911288E STA 28+25 Cr STA 28+25 �y Begin 2' Ret. Wall 1367.92 `q s 1367.54 PP#422604E STA 28+50 BVC STA 28+50 STA 28+50 N oo: 84 BC CL IMP STA 28+50.20 N 1369.03 1369.08 1368. END METAL BEAM GUARD P + + STA 28+75 MVC o I STA 28 75 STA 28 75 r =0 p rc RAILING STA 28+95.45 1370.32 < 1370.39- 1370.08 STA 29+00 EVC STA 29+00 BEG SPECIAL K + 11371 .21 7371 .45 I8' Walnut ro -_ ` 30 LT 1370.88 . Manhole o v g v_, �.� End PCC Spillway a STA 29+00 1371 .21 -w - je BEGIN SPECIAL AC DIKE r s LT STA 28+94P, CP1 TRANSITION AC PAV'T LT w� a% IMP. STA 28+94 TO STA 29+00 w Mi EO STA 29+65.21 BK = E0. STA 29+65.21 BK EQ.- STA 29+65.21 BK�• STA 29+71 .37 AHD STA 29+71 .37 AH STA 29+71 .37AHD •r= rcn rn I �?? PP#827908E b D/ PP#191 1237E Ln m� ¢E .w iTi PP#191 1287E b D� PP#422805E M �: _ ;_._;,, STA 30+00 STA 30+00 STA 30+00 � 1375.20 1375.44 375.20 p a Nrn_ p j 0 1_.. .. -+ 2 122 A' - _ 0' � 3:3 m � f ^' N m rL _ -0 {' O�� ao o rn-0 3 3 s w r -° -v ,p 0! _� 1 A r JII Ea 3 cn o �t �,-� k m � � + C 1 -,-•,{ D MA' T 14' D/W r, _ 12 A.C. D/W 4 v 30" Walnut N 30+82' 00 �_ . 0 BVC STA 31+00 BVC STA 31+00 BVC STA 31+00 { -. .,r-; _.. _..... .. _ 71 1379.45 1379.69 1379.45 m 2 Peach { C7: 2' Eucalyptus -3 + + + ? o PP#1911236E ¢ A Stucco House STA 31 25 STA 31 25 STA 31 25 E o 2 Eucalyptus Z ® I ' Stump 1380.50 1380.74 1380.50 i. rn CONST 20' D/W M I ' Eucalyptus r^ 24' A.C. D/W i- STA 31+50 STA 31+50 - 6" Orange N 6" Locust STA 31+44 r*" , _ N� STA 31+50 2 Eucalyptus 1381 .54 1381 .78 ' 1381 .54 Begin Hedge Row _ CONST 12' D/W2,Excel�ptWus N ; N 211 Oran t •� STA 31+65 /W STA 31+75 STA 31+75 STA 31+75 , 3" Orange r; Stucco House 2' Eucal11 yptus tus 1382.55 .. 1382.79 1382.55 i g 6" Orange �,, 3j" Eucalyptus w STA 32+00 STA 32+00 STA 32+00 (2) Orange Trees ' N 1 ' Eucalyptus ro 1383.56 W/M yp 1383.56 1383.80 End Hedge Row o 11 Eucalyptus 1 ' Eucalyptus STA 32+25 -STA 32+25 STA 32+25 > (2) W/M C-)(A 1384.54 1384.78 PP#13871 I I E cn end 2' Ret. Wall w 1 v 54 c- 0 5 Chain inkk ce rn 4 v rn ff p D/M & PP# 3871 � � r'�- o 0 0 +P I STA 32+50 - 4 ,� - - -- A.C. D^ke �'^+ MVC o P I STA 32+50 MVC P I STA 32+50 ' MVC I,, Manhole �► 3 STA 32+47 12 A.C. D/W W - 1385.51 <<, 1385.82 <<, 1385.75 < 1386.06 1385.51 1385.82 m = `o m 3 � _° Begin 2' Ret. Wall -c"i [] i " z z o r I+ con to STA 32+75 STA 32+75 5' Chain Link Fence STA 32+75 = m O M c m ��,,� 1386.45 1386.69 1386.45 m i 00+O ° 0 PP#191 1235E z m f N N STA 33+00 STA 33+00 STA 33+00 _ _ _4+o £ w mn 1387.39 1387.63 1387.39 ; v z r Z n STA 33+25 STA 33+25 STA 33+25 - Cl) N i C 1388.30 388.54 1388.30 m PP#422607Ern i� �- M v w ,'„ rn STA 33+50 STA 33+50 STA 33+50 ,� z - N - -� Evergreens & Ivy cr cry 1389.20 1389.44 1389.20 o N 0;' ' m > M r- Zf STA 33+75 . STA 33+75 STA 33+75 a, z ! Stucco House ` ,.,.1 > m I 1390.08 1390.32 1390.08 zw w .___- , EVC STA 34+00 EVC STA 34+00 EVC 34+00 M o � L 2 S/W �►> 1390.94 1491 .18 1390.94 ZCONST\16'D /W cc) _ 161 A.C. D/W ;.. ._ ,... ..... e STA 347 ,t F.H. h 4. v � 31 ' Dirt D/W CONST 31 D/W Hedge Row + 4' / _ _ + STA 34+41 CONST. 12' D/W 12' PCC Circle D/W - o s STA. 34+53 Begin 2' Rail Fence REMOVE & RECONST.D 6" Elm CIRCULAR DRIVE W/M C7 rn PP#1911234E ¢ STA 34+53 & 35+09 6" Elm C Z MMy. I 6" E l m ('� _ M STA 35+00 STA 35+00 STA 35+00 Dr m -'r-CONST. 12 D/W a 1394.35 1394.59 1394.35 00 r r Dq -STA. 35+09 � O v a D r- N CUT EXIST D/W+57'. LT. M _ t Z m z Z ? ;, CL IMP. STA 35+09 m;. f7 � Z � _. . D r o < D' n a �. rn _- D M °D :j 17-r- owo OD w o rn01) > M -0z o tr UI Ln M ;0 ---� 0 ' r t/1 2 m = T o nn �rn ; rn mC 0 Z W Z Z I cO al O O (J� N = w N w W LAI . 213450 A A n 79-73 i A a rnm O O O 3 cx'3 00 on a PP#1911234E m ¢ 3 �$ w End 2' Rail Fence STA 35+00 STA 35+00 STA 35+00 Ln fcn -.� 12' PCC D/W w', ....._ _... =0 1394.35 1394.59 1394.35 2 ' A N (2) 8" Elms i. . 6" Mulberry . M ' 1 ' Mulberry w _ STA 36+00 STA 36+00 STA 36+00 - 12' PCC D/W 1397.76 os 1397.76 --__---._._ .- -__ 1398.00 _.._... _ 12_D/W ....... _.._ ._ . .. .... . �.. 6+11 STA 3 W.M. _ Orange Tree , CONST CONIC BORDER CURBS + m PP#422614ELAI • fit. � N _ 1y � - PP#1911233E PP#422609EBegin Stump Row STA 37+00 o � STA 37+00 STA 37+00 _. .... _ N � -_ 1401 .17 1401 .41 1401 .17 ao O rn in N 0 '.. N rn o O N rM . Stand Row . . o o Ca �... p o ,w w STA 38+00 STA 38+00 STA 38+00 car - 1404.58 1404.82 1404.58 D , PP#1911232E # II rn r-°-- M PP#422610E '+' o N > rn Mg OD:I ' Locust - �I BVC STA 38+75 BVC STA 3$+75 BVC STA 38+75 a 2 ' 22' i 1407.14 1407.38 1407.14 =7 0 Begin Bottle B r . Hedge {-- L ,� c,i m c l STA 39+00 STA 39+00 STA 39+00 , 1408.01 1408.25 1408.01 6" Locust ' �1 ` Water Valve , ° X71 STA 39+25 STA 39+25 STA' 9+25 water Valve 1408.90 1409.14 1408.90 Stucco House 12' PCC D/W , , 6" Barberry � ° STA 39+50 STA 39+50 STA 39+50 CONST 121 D/W w o� 1409.82 1410.06 1409.82 STA 39+35 r ° 6" Olive I 3 Peach Tree STA 39+75 STA 39+75 STA 39+75 B nana Palm- - 0 D M & PP#1911231E 1410.76 1411 .00 1410.76 STA 40+00 STA 40+00 y g�" Peach Trees t � � � ` � 1411 .73 1411 .97 6", Maple q - Frame o o STA 40+04 Stucco House i - 1411 .73 ° P I STA 40+25 "MVC P I STA 40+25 �' MVC PI STA 40+25 o MVC k 1 r W/M ' 1412.26 1412.72 1412.50 1412.96 1412.26 1412.72 2 Steel Pipe o • PP#1829729 . N! STA 40+50 STA 40+50 STA 40+50 { 6" Udg. PCC P i pe i N Q z"�', 3' Pa 1 m O 1413.74 1413.98 1413.74 ,1 8 Olive End Hedge Row _ STA 40+75 STA 40+75 STA 40+75 30' Planter B 14' Circle D/W o 1414.78 1415.02 1414.78 r n Water Tap REMOVE EXIST CONC RETAINING WALL ^' , 20' PCC D/W ' .� STA STA 41+ 00 STA 41+00 N v TO 29 LT � IMP STA 41+19. MORTAR - m PP#1829727 & D/M "" FACE END 0 WALL PER DETAIL SHT # 13 _; - _-. ____ ._..-. ._ _ ,...__ ... _.--- o1415.86 1416.09 1415.86 _ a 3' Ret. Wall - o STA 41+25 STA 41+25 STA 41+25 O n . p x Begin Citrus Grove N W I) o 6" Eucalyptus j •.o� 1416.95 1417.19 1416.95 gD. 6" Eucalyptus A r-� o n - I (3) Water Valves N °`4 oN.. , w "' i7 I - _CONST 16 D/W - . + 0 STA 41+48 16' D/W N o �„ ._. STA 41+50 "� �, STA 41+50 STA 41+50 PP#1911286 & DIM ODF O 1418.07 1418.31 1418.07 z PP1911230E N � pb Qi �?' r _ EVC STA 41+75 ^ EVC STA 41+75 EVC STA 41+75 z z CUT EXIST CURB LT CL IMP STA 1419.22 x► 1419.46 1419.22 _' 1rnv 42+10.50 TRANSITION AC PAV'T ac 48 LT CL IMP STA 42+00 TO STA 42+10.50 v p + ;► r '^ STA 42+00 STA 42+00 rn sSTA 42+00 -ro ro z�' 1420.38 1420.62 1420.38 PP#422512E og 3 Begin PCC S/W & A.C. Lo rn�, B l ockwa l l -' n � C PP#1892073E & D/M v��s , - 1 MEET EXIST. > r. End 2 Ret. Wall iv � o � � �, STA 42+10.50 Beg.i n 1 ' Curb & Gutter z D AOnI o _ 30' D/W M -r� W C1 t M - Nj A o o wo�*i 0 1 "_' p d Begin 6" Border Curb M x m p z �°j . M m ti; -4 ri l £ n �, m 3 1 rn 0 �� o X �� ,;__.... .__ STA 43+00 1 STA 43+00 D c M - CA °v 3: w' 1425.02 1425.26 Z yzca ' PP#1911229E z g° o f D �, V1 a -+ m a m - D w M -U z c � '�' F End 6" Border Curb ° 1 o � � m � -4 -4 M I z v rn M z W � z rn 1 3 < D 40' D/W v Water Valve STA 44+00 + n o � �, � ,�+ c �►y ..._. ... _. .. _ STA 44 00 M1429.66.p 1429.66 1429.90 Z1 321 PP022613EBegin 6" Border Curb 3q11 1 s Cap. Stand Row • • ° ` ;' w i A � w rn rn �o v z 0 _ ASTA 45+00 ' STA 45+00 D o r w - _ 1434.30 1434.54 _ I O nc Z M rM Z n 1711111 D Z D c -•� Z W 0 ra► V! rn o �► rn z • o 0 -� r = M Cn _n f x O N t" rn rn m > v o z CA� y ONz2z W OD to - 0 0 0 ► � � W { y v _ � O nn O -4 a '� a 21345 0 A A r 79-73 f . G . t i 1 00 o cry X, m o ; 1 •� ) 30 i �v m� ._ M03 PP#191 1228E �� c STA 45+00 STA 45+00 3 z �' 1434.30 t 1434.54 ' End 6" Border Curb `� EP 34' LT. STA 45+63 'r A .C. Lt � � � N s� �. 1437.0 End PCC S/W - �3 End I ' EP 29' LT. STA 45+73• Curb dr Gutter � - _ Begin 2' Ret. Wall ` 1437.56 2 t STA 45+83 1438.15 M a ��► - - STA 46+0Q STA 46+00 PP#422615E `A ;' +v>, £ T 46+00 - n + r 1438.E 1439.18 1438.94 + p fn w O� pg� �' `". t m'v �. D/M g a°' m o ,r, D c z - N m N �0n f� Z £ Q pCA Z 8 - m N -Crn L - II Cap. $ p Stand Row n m PP#I9II227E rn ° � n c p d BVC STA 46+50 BVC STA 46+50*BVC STA 46+50 z A r� 1441.26 1441 .5Q 44 .26 o "' a) v Z fi.� PP#1911285E � m �� cn C' cr N 01' N - _ STA 4b+75 ' ST 46+75 46+75 End Citrus Grove F � n � ' A STA cn •n q 1442.40 1442.64 1442.40 (I = -n z � �v o p � RRR o 71 n STA 47+00 STA 47+00 STA 47+00 ,.. ..w_..____... _ _. .. 1443.51 CO z 72143.51 _ Citrus Trees STA 47+25 STA 47+25 STA 47+25 1444.58 1444.82 1444.65 Cap. Stand - ; . Stand Pipe Q° End 2' Ret. Wall N Begin A.C. Dike BDR STA 47+49.40 STA 47+50 w STA 47+50 BDR STA 47+51 .07 nmd�ML 00i 1445.63 1445.61 144 .85 1445.65 Row 2' Eucalyptus 0 Water Valve C, EDR STA 10+42.65 EDR STA 9+58.86 �_' End A.C. Dike -- } STA 47+75 + Waer Vajve ~� �� "-� (2) Water Valves1448.42 Wa Water Valve 1446.85 - End 2' Ret. Wail A �1�°5$'_'-e_" \ `. Ck. BASELINE STA 47+93.23 Man Hole o a► S 89°'59 06 11� to ►�+ �' .. w m,_._ mVC 1447.55 Begin Ret. Wall 0 - 6 1447.81 w PT STA 48+00 PP#1911226E w 4"STEEL PIPE D - End A.C. Dike (3) DIM _ c-Cc- \\\� \ elm 4.. sT L PIPE �- (2) _Water_ -Valves 0 1448.46 PP#1808111E < CUT EXIST PAV'T STA 48+12.23 T 41x8' Weir Box C) G F. H. 1448.37 /M I Begin PCC Ftg. n Q° MEET EXIST PAW T Odle N O0 STA. 48+32 Note: Udg. Cable TP#GT8889 CA � Citrus Trees TP#H7432Y v' II + r 2 D/M in -im �, N wx� 3:3Z m N 31 .` O OD _X ± Z W --�••�� Z W ♦ J + 0 W L m r rn , FUTURE EVC STA 49+50 o r '•� ' '^ II m r -'� Om 0 _....... _......_ Begin Row of Rosas l o " CO CD TPP N9228Y Q 3 � n s - o. � F m -_ I � MEET EXIST PAV'T ;a O Stand Pipe STA 9+30 �. Tn CUT EXIST PAV'T STA 9+50 . 1448.55 o CD STA 9+59 �z, PCC Catch Basin �"' 1448.2 STA 9+75 ` PCC Catch Basin 1447.80 0 ... _.. ._ - "' Cl. CARNELIAN ST. STA 47+93.23= TP# None ;N ` BASELINE STA 10+00 - 1447.55 m6. .,..._..._-...... _ STA 10+25 \ m' 1448.30 f '�' 0 � \ i STA 10+50 m ! O r 1449.11 0 o o II D rn m m i y c m m r STA 10+75 o z C9 II 1450.03 y m 0 II m ` II + > n u ,w 2' Eucalyptus STA 11 00 .. ... - 1450.93 z M�It�lid l o CUT & MEET.EXIST PAV'T STA 11+25 o � Begin Row 21' Euc's. 1451 .21 n Begin 5' Wire Fence W 15r OtD C/) (I m D rn on Ftg. - .,� Z -.� o� o 0 o m 16' D/W n n, z - M Z TP#H9230Y CO ..� n Z � m o r Weir Box Weir Box F1 14' D/W D 00 o Stand Pipe 0 rn � � � BeginSCitrusoGrove C v Z Und. Weir Box ffi, II m _ O m c D r o �r zl t Z 0 a; D rn � A D � ._.,� 2 � Oa C c z 1 ' Z, X cn 0 rrnn m _ �, -4 rn m n r cn W z z z -4 PW p 0 p f -4 I *a pF p 0 �,� cn w :•C -t E � O •.1 Q► n 213450 AA 79 - 73 1 A .I � 1 a a i 0 M R/W R/W BDR 17+05 R/W _ 13.08 LT C{ IMP N (� � — 501 RAD— 32' 3 tl �- ti M _-F EDR 116+86 i � 17'+- LT CL I MP II o D D1.KE 16+781 20' LT CL 1 MP. I� Z cl II Mfg II u it h w it II � 16+20± II u w o 0- li 45' LT CL IMP 12' 12' IIn== O Z_ N J H N WET EXIST " '- + `=' V 15+99± M ( vLii r , m o o ` 55' LT Q IMP Z II dtr PAV T 48+32 II E.C. IMP STA 15+97.13 ® A.C. GERM g M, V` CUT EXIST PAV'T 48+12.23 68' TAPED a. i C}. CARNELIAN S�. STA 47+93.23 = _ O N N C� O I II M-}- BASELINE STA 10+00 - II a N w °' w 0� S 89°58'38"E I S89°59 06 W + 1 0 I 9 CONST 8.85' DIKE V) t7>- TO PLACE HAND FORMED X a N Li a VEET EXIST. DIKE A.C. BERM I i Q II a 45' TYP. r^ � _� .� N �I ---� • - 57.14' A A RETURN cm w - I �� - - --- / o 42.86 25' RT. g I` + zS�ffT. '`A �-�' ± EDR 15+17.51� . _- Cil R5 4 G UrTUz sZMwau- 20'LT IMPEf II BDR 15+05.5± 1� - _ _ BEGIN DIKE RETURN � 3.0 ' LT h'� BEGIN DIKE RETURN 47+� 24' RT. 47+51 .07 L -54-4,0" -�-- 16'RA DIKE RMIM DATA (EP) 1 11 b1KE RETURN DATA (EP) i' r A = 91°09'44" B.C. CL IMP STA 14+81 .72 = 88°52'32" R - 18.00' END OIL R 115+06± I R = 18.00' w T = 18.371 45'+- LT I MP 11 7 = 17.65' o 11 11 '4+7 L = 28.64' MEET EXIST 14+97± 11 L- = 27.92' O 11 Q #� 45' LT CL IMP. v 11 11 CA- t N O 11 W Q w�c j u - .- a 0 Q 22 22' HAND FORMED A.C. BERM. w VARIES TYPICAL SECTION SAME 11 AS FOR A.C. DRIVEWAY 241 24' a SPECIAL A.C. 3 11 APPROACH. SEE SHT#9 0 0 0 o DIKE 0W R/W � 1! A41 301 m Q = ° °o 025 TYPE 'B' AS PH ALT CONCRETE J 12� 32 V R/W 1 LoSECT ION A-A w AS BU I L ' Z CORRECTIONS THIS SHEET W O BY 0 V 3-z3- 7z D J D J INTERSECTION DETAILS Dwrj �kj FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. O. NO. PLAN AD DEPARTMENT H01037 w -f1 -- R� CARNELIAN STREET ROAD NO. � I - 2a DESIGNED BY kl� APPROVED BY RED HILL COUNTRY CLUB DR. 213450 AA DRAWN BY JZ �� TO BASE LINE LIMITS CHECKED BY )St� 79-73 RECOMMENDED BY C U C A M ON G A AREA MARK REVISIONS JAPPR DATE ��DESIGN ENGINEER NGINEER 'DATE- SHEET8 of _ 1 i t 1 i i i 1 Q a I 0 I I Loti MATCH EXIST. DRIVEWAY IN KIND WHERE CL EXISTING DRIVEWAY PAVING IS CUT BEYOND R/W LINE: 0.33' CLASS 'B' CONG., 0.25' TYPE 'B' A.G. SIDEWALK N �- cn I w_ rDEPRESSED CURB 3 cr R/W R/W 5" 5" CURB rr GUTTER 3' 12 3' STRAIGHT TAPER I IB' PLAN co co ROLL ING 4.5 TOM EOTPSPECIAL A.G.OF SLOPE VDI KE SLOPE 1/4" : 1 I' LIP 01, S E C Tl ON •- SPECIAL Q.C. DIKE 6' WIDTH FROM PLAN 3' I' SPECIAL A.C. DIKE CONCRETE DRIVEWAY APPROACH DETAILS '. PLAN - DOWNSTREAM SIDE PLAN - UPSTREAM SIDE TYPE 'B' A.G. CV O i T - • 2' o 81 ddip FRONT ELEVATION END ELEVATION DOWNSTREAM SIDE VIEWED FROM STREET DOWNSTREAM SIDE VIEWED FROM 0/W 61. .1 HAND FORMED A.C. BERM WN W awo O V (A41, A S . By I �. T 0 D NO CORRECTIONS, THIS SHEET 3 D DRIVEWAY DETAILS SECTION A-A w FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. ROAD DEPARTMENT H0103T A.C. DRIVEWAY APPROACH DETAILS i APPROVED BY CARNELIAN STREET ROAD N0.2134�O A A DESIGNED BY REO HILL COUNTRY CLUB OR. DRAWN BY LrB TO BASE LINE LIMITS CHECKED BY �5�� 79-73 RECOMMENDED BY CU CAMONGA AREA MARK REVISIONS APPR DATEN NGI , SHEET 9 of 16 CHIEF DESIGN ENGINEER 3 .t — _ _ _ __ , - r 1 . 1 i ` 3g �) . I I - - F . . ,-,� - - ; - . � . t i 11 I I i - � . . - � I . . � I _� � I 1: I � I . I I � � I i i 1 - 1 I t i i I - .1 . I . - ; li 6 j - , - i. yF i I ! _ - _ _ t . - -, -,-. .- , - _, . } : - 1 I . I - ._ i - - _ y , i _ _ ; 1 . t I :. .. t - _ _ . I _ ,. J - ' . j _ - _ : - -I f I _ i j I ; I t . I _ - - _ I i 1 T 1 I _.- _ ' - - . _ - - - - . . - _ - _ . ., . .- - - - _ -- -I i - , - J 7 t. 1. i - : j - - -i i - . . , _ _ j . I . , 4 - ' -� j . I f ; ; - - - i . - - ._ _ - _. - . - - - --- - - - ,� ._ . t , i _ i , . W d I . , { _ : f _ ti : } ; z ! fi _ _ :- -. - . _ _ r - k_. - _.. . . . , _ ._ 1365 . - ,_._ _ Y ._ - � . . _ .. ., ._ -r.,- _. __. . , -f _ 1385 : I _ - . . . - _ _ I . aZ I , - . _ - . 1 , . .. - . i ,. - - N S t d . _ I _ - . - - _ _ i 7 ,^ . Oro I i } U 11, 1 { - - i j M — jp W : ; I M i ' . + i t , � � i i - - - _ . I f tfi 2ft : i I 1 - tD , t — . 3 j , .Ll . __ I . : - ,� O M J , . _ , _ , _ - - . . . • t I t ! } _ V i ti I It _ ,. .. . _, . , . . .. _ I M t , _ Z 7. 1. __ ._ _ __ _.- ._. . .: _ . -:. i _ . I O - ,_ - _ _ N i { O M , ! • . . . - , i t M o o N # CV . •- - - - - _. i - r _ 7 .. I f aD ! , , •. _ . . .. i ; O i j ( I �_ - j _ + i . _ ' i _ _ _ ._ ... , . _ _ . _.. - + 1 - I d'1 W I - I 0 . LI R6 Conn CHa�vREL I i t m , r 1 j _ ; r_ - p7 iV . t O { _.... _ , , _. i. .— I jj . _ i I i O * M 7 i . r , ._ — j i I 1. 1 tC t M I �.. 1 t t l !f 1 I 1 I 1 5 - 1 3 5 _ 355' : -� I _ , . , - - _ , 0 tiff 1 r. , - . .. _ -t - .. - + - I tin_ - _ - _ O O _- I +_ j _ . i , .. - _ . 1 i + O _ 1_ _ : M I t t _. 1. _ I t j a .r M t tC1 _. r _ . O _.. m M I ;__ - - N j i i - i : to , ul) , — : _ . I - _ . ._ i b _ - M — _ _ i _. - _ .-. . _ _. _. - _ , r _ M -i . _ _ } .f - I , i .. to -"i , , , r - C� a + - { -- . : , , r __. ; i 1 _ - 1. N (n j i �; N t!'1 t I , : : Q r — - + - - : i' rtl 1 1 _ .: { ( _ _ ! i . ,. .. , I # r a _ 4 N _ - - i } I _ N _ :- _ 1" t Y J - - - _ - _ t _. .. - .. ... _ -. -_ E _ .. .- -. f _ _ 1 D N I _ _ V�', _ _. i- - 30 0 ♦ 1 I - I a I I.. _ a - t . I + . _ _ - -, - - _: _ :- t { , N f a J _ I i i M _ i ,. . . i . _. , . : T _ _ , _ _ _ - I N — - , i= . - , . - , . . , N t� r I I ]) f 1 i 01 Q V M a:. _ _ - Q __ , O _.. j ; - _. _ . j _ -, _ _ i , -- - --- - . _ _ .:_.. _ . _ ---a , J Y M t M - j i O , U _ - _ a i - O + $ I E M U M ♦ uD CD , t t I j a I - . _ > to j { ff , , ... f - _ -. -� .. - - . _. -y _. _ - .. Q .. .. .. _ _ 4 , ., 4 , , i t!1 M I V : __ _ __ r 1n M _ _1 - r- W Y ti A m _ 7 I _ _ _ I t '� _ - 2 Q U M 1 _ _ ,.- - -, tf _ _... _ _.- .:- . .. V - - - . 1 4 — M 2 �.-- _ a _ 135 t ; Z O w + N �� > '� . . -. -- . I - aC — _ _ Q . ti • H cr �+� , i Ir : 7 i I W , - _ _. j €€ N . .. . . . - . i M D � : V i — O �"�� y .+�` t i i I M 1 { , W _ - , : _ .- t t } O - j _. tL'f M - t F t 1 t _. _ _ _ . i _ — � _ _ } v _ i N � M 7 . i i T : i � , N _. _- > _ ._ O _. . . X �' O t _ �? et i- C) _ _ _� . W W O . 1. j ..i I Lo 1 ! tC . - - - - -- _ m , t _ __ 1 , . : , s I . i � I I : � I Ii . to O t 7 a . .. 1.. �► EX 1 1' GR _ . j v S buNb -- .. { - . : W ti VC . . .{. - E ZI _ __..' - - ._ 7 y�� - -,.. O, .. M _ .,.. , , . - -. - - ... .-. - - .. _ - - i W W t j_ cc , s {� NP1 _ _i _.. , �/ d _ _ . _ _ ; , .. - .. .. .. _ .. 7 ._ --.-.._ _ -. _ -. .. ._ . t- ... :. .. . .- .. _ _ .f.�+ r _ _ _ _ _ _ _ _ _I.,.f � � A� I - . I,- ­_ � -.--,. -t ' '. !_ I � _�_­­! ­ ­ .11 ,­ - I . . � �: r -- t 3 _ t - � � I - - � . I . - i , .- - . I . ' . 2 r � r �r -- .1. 4 _.- � �: I ; � I .��r t i- t 1 - � . �, - 1 -s Q 1 M i {I - �. 7 _..­ 1 ; + I . s -i - 1 . ­ - I . . I I I - _. I I 1 - ! � ' i . i . . . . r _ { _ j ,J� , r �I. . . : I I O ! � � Ii -' _ __ I - - _.... - t f , 7 4 -�-,._ , _ ,� I t t i 1 -. _ .. . I 01 i , h - l I -. _ . r r- . . , ,- _ , t., : 1 HORI. 1 2 , , a i - , ___ .- i . j ! _ .1. . - - - _ . _ _ _ — _ 1 ; f } I _ t t . - . I VERT. 4 _ . _ t. _ { _ i t , _ _, . �„ , ! i, . I t . }_ t i11 .. - - I - < . i I }. - I I _ i { j I I z I j- 1 - _ , _ .. .. ,. _ _ _. _ -... .. ..... ... ..... .. .. _ .. .....---__ _ - 1 - - i i -1 _ 3 f • , , _ - __ . _. ..:. . :_.. .-.. -. $. : 1 I -! a - 131 _ 122 110 99 i 91 _ DITCH EXC. - C.Y. 5 61 131 130 69 TOTAL 944 C.Y. - � ;l 'I s i • � / \ i L k�5� Z a �, y �° ��`' �,sk• I of END GROUTED ROCK . o SPLASH PAD 4+50 , ` ` E CHANNEL CURVE DATA I = 570 00' 0 0" R = 100.00' ° BEGIN GROUTED ROCK T = 54.30' E CHANNEL CURVE DATA SPLASH PAD 4+25 L = 99.48' A = 20 24' 00" 7 E.C. � CHANNEL R = 1039.00' STA. 4+01.12 T = 21.76' L = 4352 J W Z q Z A Q B.C. E CHANNEL STA. 3+ 01.64 = U + �' A- 39'.LT. (L IMP STA. 26+00 O BEG. CONC. LINED CHANNEL STA.0+08.22= ' "' 39'LT(_IMPROVEMENT STA. 28+91.78 U i:i tal N "T T 1 R= 1039' EXTRA A.C. — + — + - 0 PAVED APROIJ � , . E 24I 11 N, " R.C.P. S.B. Co. STD. A.C. DIKE \�� ._ � , SPECIAL A.C. DIKE � '� METAL BEAM GUARD RAILING c, B.C. E IMP _ o,, M -co cu N M STA. 28+50.20 N ��� i N N "' \� ;j 24 25 26 27 ' �� 2811 . W —+ - + – .� + N. 7 43 45 W. + 29 ��\\ W '� ADDITIONAL. 6u4RD RAILING•, \\� 4_ LW A S BUILT N%"�\ i D CORRECTIONS TH S SHEET 4 BY 1 CONC. LINED CHANNEL - PLAN a PROFILE I FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. I , , . - --�a I ROAD DEPARTMENT CARNELIAN STREET H01037 20� ROAD N0. I DESIGNED BY .:; e61 APPROVED BY RED HILL COUNTRY CLUB DR. 213450 AA , DRAWN BY RES 2� .v,� P-16-71 TO BASE LINE FILE NO. 1 MS . R I R--ENS. DATE- i CHECKED BY �1,L� ; CUCAMONGA AREA 79-73 RECOMMENDED BY �1 ([ ftda6= 9-/�-T� € . MARK REVISIONS APPR DATE CHIEFsi I DAT>� SHEET 10 of �I — .' ,# + '" ! I i 4 ar Q +cli IMP Q a B CHANNEL M F— I'-O„ 91 O„ 9, O„ 30' 0 cn _ _ - - --- ---- -- --- - -- tC? 1 1,-011 8'-0" 8,-0 -- 1'-0,1 STRAIGHT � LEVEL LINE GRADE o A I 1 1/2 :1 OR FLATTER i v+ 0 0•u ov op .O c v cop e d I o r NOTE JI,cn ~ ' I. SIDE SLOPES VARY FROM 2:1 AT STA. 0+08-22 I lk, TO 1:1 AT STA. 3+00. STA. 4+50 1338.30 STA. 44AIR BLOWN MORTAR WITH 2. SIDE SLOPES ARE 1: 1 ' FROM STA. 3t00 TO 1339. 0 25 HEADER BOARDS SHALL BE PLACED ON iq�C a JQ� 4 @ 1811 BOTH WAYS STA. 4+25 "' 161 BOTH SIDES PRIOR. TO CHANNEL 3."D" VARIES FROM 3'-0" t AT STA. 0+08.22 L41P (TYP % 2'-0" 2'-0" TO 6'-0" AT STA. 3+00. CONSTRUCTION AND REMOVED PRIOR 4. "D" IS 6'-0" FROM STA. 3+00 TO STA. 4+25 I a TO PLACING A.C. a A. B. ADJACENT TO PROFILE -! a Q'• e a a ° 11 CHANNEL . HEADER BOARDS SHALL BE 2"X 8 GOADE i. a �a ' 6 FILLET 2" WEEP HOLES c�1 50' O.C. e• e �1°o� 6" FILLET BACKED WITH I CU. FT. OF PERVIOUS MATERIAL a• - .. e , _0 SECURELY TIED IN BURLAP SACKS. TYPICAL BOTH SIDES. I `o' a PLACE 16" NOMINAL 4 ® 18 0 0' yiOJ qA 4 ® 18" O.C. (MAX.) a DIA. ROCK IN CONC. #4 (PERIMETER) Go' PREMIXED MORTAR FLOOR TYPICAL CHANNEL SECTION GROUTED ROCK SPLASH PAD 1/2' - I' 01 A CHANNEL I4 -0 14' " ' —0" - ---- — ---- --- - -- -- — 31-011 11-ON 13'-0" 13'- 0" I'-d 1 I ROADWAY EMBANKMENT OR EXCAVATION " TO BE CONSTRUCTED TO THIS LINE 4 AIR BLOWN MORTAR (TYP.) PRIOR TO EXCAVATING DITCH. iy 7'-0" 7 -0" �\ GROUTED ROCK (TYP.) GROUTED ROCK FLMR I 3:� r -- -- -- -- -- - -- - -- - -- -; 1, CONC. CUTOFF WALL '2r _0 4 I M el- -- I I a 1 \ I DITCH EXCAVATION SECTION AA 1/4 - 1'-0' �� �� LIMITS FOR PAYMENT FOR -- - --- - �� DITCH EXCAVATION CHANNEL \ 3/161 — 1'-011 9,-011 91 _011 N u N --- _. -- — ---- — 00 07 1 1 11 1 11 1 11 1 N ~ O --8 -0 I-0 m o co LEVEL LINE N N N a Z I *4 ( PERI METER ) EACH FACE IMP CARNEEI —ST C ET 2'-0N 21—ON '�4 a 18" (VERTICAL) EACH FACE BEGIN CHANNEL DETAIL N oW ' AS BUILT. 1 M BY - .� O NO CORR�CTICNS THIS SHEET W D CONC. LINED CHANNEL DETAILS D SECTION BB FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. o. No. ' ROAD DEPARTMENT CARNELIAN STREET ROADH 0'037 1/2"= 1 -0 DESIGNED BY i F: 1 APPROVED BY RED HILL COUNTRY CLUB DR. 213450 AA BY RES °RA"'" 9-/&-7/ TO BASE LINE LIMITS T CHECKED BY ` 'I. K VAU 79-73 ��y�� ,. { RECOMMENDED BY CUCAMONGA AREA�I 'M'VM�O '+ MARK REVISIONS APPR DATE CHIEF DESIGN ENGINEERCOUNTY ENGINLLRS SHEET I I Of IIIIMI 1 I 'i Q 2VC Q M �� 0 ti V NOT `=' Ln O) 1 CUT EXIST. CHANNEL FLOOR TO EXPOSE � � a w n 15" OF EXIST. STEEL REINFORCING. "' a ti ; M { LAP 12" MIN TO PROP FLOOR REINFo N '1°. + o+ EXP. JOINT MATERIALDo rr\ i Z f` Lu o o TYP. FLOOR REINF. V) M 5=11 .67% " EXP JOINT LA 0/0 O MA RIAL 1 S EXIST CHANNEL FLOOR #4 X oy @ 12" TYP. CH REL -0 FLOOR INF. 5=4.22% �+ --- 12" FILLET > o TYP. CHANNEL WALL NORTHWEST ABUT. ELEVATION 2' VC ! REINF. pp { u t fV O ti O M O� + t M +0) M n u r,\ 4' VC m �w rn �� I z4' UC � �� R � 8 O t U +M M W N, NABUTMENT O° $=11 .b7° ` N r`4a I FOOTING A '� ci + O� t:TO + .- lac �� o w M b ! 311 CL 6 3" CLR. + > , y5� ' 1211 U M fV W 2' VC S=4.22% J 4' VC ca SECTION D D SECTION EE rL ELEVATION � � g � 13- O M (N O _ O P� N _T —83 U M F V M N w O O COS O A 00 Do pip 1 Z Ile, � � o � N CUT— OFF WALL DETAIL w I` + ni v Iro r'%� r'%� $=11 ,67% I N 1 m r + c W SCALE 3/4% I�-0" M � G OJ�0 n e 1� 1 jX3; KEY -r------—r-----T----- __---T--T CONST. TYPE CL-4 FENCE __.L + y ON CHANNEL WALLS. FOR DETAILS SEE SHT NO16 . . S=4.22% REINF.TYP. CHANNEL FLOOR 1 SYI'+M. ABOUT EL- -- - __- ----- (A) ,° CLCHANNEL #4 @ 12ADD #5 BAR 811 -r- 9 11 i SOUTHEAST ABUT. ELEVATION NOTE: 6" FILLET 12 2" CLR. (A) WHEN CHANNEL FLOOR IS GREATER THAN 12" ABOVE ABUT. FOOTING (B) CHANNEL PROFILES USE CONDITION "A" SCALE 1/8 I'-0 ABIJ7PIM (B) WHEN CHANNEL FLOOR w IS 12" OR LESS ABOVE , 1 " CLR. ABUT. FOOTING USE #4 @ 12" CONDITION "B" #5 @1211 Q 4"0 WEEP HOLES AND > CHANNEL FLOOR AT ABUT. o #4 @ 12" SEEVIOUS STTATEMSTDRIAL PLAN #4 6 12" BO-3 SCALE 1/2" = 1'- 0" i 1211 �D LAP N CONST. JO IN T I fV . 1 O E ,€ CUT EXIST. CHANNEL WALLS NORTHWEST ABUTMENT BUT. 2 2'-9" 09 41-611 $„ 7„ - PeN �� 51-611 #4 CONT. } i IMP STA 19+38.73 ,/ =Q CHANNEL 1+17.73 . � I / 1.50 � =4. / 00 TYPICAL CHANNEL WALL AND FLOOR _ I N.4015'00"E. ' i WEAICENED PLANE — ------ --- -- ----- -- -JOINT I SCALE 1/2"= l'-0" / CUT EXIST CHANNEL / o I FLOOR (SEE NOTE*)— ,,,/� /�� / . I w J w EXP JOINT MATERIAL EXISTING STRUCTURE wl NEW STRUCTURE ; SOUTHEAST ABU E —(ABUT.# / X E W o� a. v 4 •o - ---- / (.I O' / w 4 , a -------� / L 2" OF CEMENT MORTAR N (PROPORTION AS DIRECTED A c D NOTE : ) IS D '1I W Ct CHANNEL STATION 1+00 WAS CO SURVEYED AS CL CHANNEL CON-ST--JOINT DETAIL SCALE I = I-0 �cTjO"THI1 STATION 0 00 - fL SURVEY - Z O CARNELIAN STATION 19+ 23.08 5;- z 3 7 W CONCRETE FCD CHANNEL DETAILS D PLAN FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. DSCALE 1/8"= 1'-0" ROAD DEPARTMENT CARNELIAN STREET ROAD NO. . O DESIGNED BY i..� APPROVED Y DRAWN RES RED HILL COUNTRY CLUB DR. 213450 AA 9� TO BASE LINE LIMITS R. CHECKED BY I ATir/ 79-73 RECOMMENDED BY f. �.L 9- CUCA MONGA AREA MARK REVISIONS APPR DATE CHIEF DESIGN ENGINEER N I rW �+ SHEET 12 cf 16 _ 3 1 DRAINAGE SUMMARY : f EARTHWORK z H U W tr z CULVERT PIPE - LIN. FT. STRUCTURES INVERT DATA ; Z Z � F: N cn Z_ .J l000locru) lowwl } Ln --� � aU' 3 cr N w lf,: Z N F- o m O Q o M W c� a a a INLET OUTLET � V } Ali } W Wm QO } Qcn >- = Q > O JI" } F- Z -� U U V X x tr W � Z o a a � u- cr U- a r~ DESCRIPTION STATION �m- W � Hm � cn N � � ccnnop QU. V) � � � a W U - - FT. FT. TYPE DIST. DIST. WW N v N v Q N J c� 0 J z v T �r Q � 2 U ?.. = a_ _ � w STATION ELEVATION STATION ELEVATION o = m v V - U Q N co a N CV M RT. OR LT. RT. OR LT. cn Q 65 15 3650 46.50 Q 12 RECONSTRUCT CONCRETE FCD CHANNEL 19 +75 33 25 14GA 66 2Ot62.29 33.75'RT. 1336. 11 1+79.64(CHU 10.0O'LT. 1332.27 13 PLACE 21" CMP 20+50 O 6.82 1-130 LBS 4.00 20.00 A - CONSTRUCT TYPE 'A' CATCH BASIN PER S.B.CO. STD. DWG. 206 WITH 12" CURB FACE 20+ 73 L M 132 0+8.22(CHL.) 0 1368.01 4+25(CHL. 0 1339 .10 10-111 CONSTRUCT CONCRETE LINED CHANNEL 28 +91 .78 Ct• �' 70 50 III 114 29+88.79 23.18'RT. 1370.21 28+91.20 3 9.3 3 LT. 1368 .00 - PLACE 24" RCP 29+ 47 0.57 III 1236LBS 6 OCP - CONSTRUCT PIPE DROP INLET PER STATE STD. PLANS SD75-8 29+90.05 f`. 14 40+54.50 33.00'RT. 1413.36 40+35.02 22.00'RT. 1413 . 15 13 RELAY EXISTING 6-' CONCRETE PIPE DRAIN 40+45 N 168 90 1 3650 46.50 1 7.39 130 LBS. 132 236 LBS. 14 66 114 1 6 1 1 1 1 - TOTALS - *-SEE SHEET NO. 10 FOR DITCH EXCAVATION QUANTITIES FL MARKER CLASS ' B' CONCRETE SPECIAL A.C. DIKE SUMMARY A.C. DIKE SUMMARY � SUMMARY SPECIAL A.C. DIKE TYPE NUMBER USE DESCRIPTION CU. YDS. STANDARD SPECIAL C CLEARANCE 7 CURB � GUTTER 12 .74 LOCATION L. F. LOCATION L. F- G GUIDE 2 SIDEWALK 3 .40 DRIVEWAY APPROACHES 2.67 STA.9+19 TO STA.26+00 LT. 1524 STA.28+96 TO STA.42+10.5 LT. 1209 �� � LOCAL DEPRESSION 2.87 STA.20+95 TO STA.24+79 RT. 384 STA.45+63 TO STA.47+68.7 LT. 216 6" CONC. PIPE BORDER CURB 0.46 STA.25+11 TO STA•47+67.7RT. 2184 MISCELANEOUS AREAS 19.91 a. , ep •.e0 ••po ,•�% ., 6" CONC. PIPE TOTAL: 9 TOTAL: 4 2.0 5 SUB -TOTAL . 1908 SUB -TOTAL: 3609 0 'O •• •. 0 �• o 'o; a0:•o•oQ. STA. 40+35 GRAND TOTAL .' 1908 + 3609 = 5517 L. F. SECTION PLAN METAL BEAM GUARD RAILING SUMMARY 6" CONCRETE DRAINPIPE OUTLET DETAIL LOCATION L. F. STA. 40 + 35 @ 22' RT. STA .25+92.05 LT. TO STA.28+95.45 LT. 304 - --- NO SCALE TOTAL' 304 E tM P. 8"X 8"X 1�2" ROUGH15 1/4 28� " 21 CORRUGATED OR S4S D.F. BLOCK EXIST. WALL METAL PIPE - . 5/8"CARRIAGE BOLT W/ `. HEX NUT WASHERS 2 . I _--_= MORT : �� PREFABRICATED 600 1 CMPELBOW FITTING CUT WASHER R Fqc N - +1 N 8"X8" ROUGH X D.F. POST ABUT.#2 WALL o •' o CUT LINE I WALL DETAIL STA. 41 + 19 @ 29' LT. 21" , -, CMP OUTLET DETAIL- NOTE: c� w ----- -- - POST SPACING 6'-3" C.TO C. M FOR FURTHER DETAILS SEE NO SCALE '1I CALIFORNIA STATE STD. PLAN CHANNEL STA. 1 + 79 . 64 (�I A77-C.4 O NO SCALE AS B w D BY D METAL BEAM GUARD RAILING . _I3 Z3- MISCELLANEOUS DETAIL NO CORRECTIONSTH.SSHE,:T NO SCALE SUMMARY SHEET FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. ROAD DEPARTMENTH01037 CARNELIAN STREET ROAD NO. DESIGNED BY 1-;:;< APPROVED BY I RED HILL COUNTRY CLUB DR. 213450 AA SVA BY +/TB 9-16-71 LIMITS L TO BASELINE CHECKED BY �n M I • �� 79-73 RECOMMENDED BY // ,,,�r� C U C A M O N G A AREA i MARK REVISIONS APPR DATE ' ' ro CHIEF DESIGN ENGINEER � 73INEER SPIFFY 13 Of I i 3 j • - i a � r Q M 0I%_ ' M 1- 0) i 391814-11 321-911 M N 21-�2" 51-811 51-811 51-811 61-211 61-811 71-2-3/4 51-11-5/811 21-811 41-5-7/811 1 51-811 51-81121 21_7211 TYP. ABUT. REINF. i ' I - O _0 I � CL BEARING11-7 7 12S� 4 -M'• NOTE; ABUT. # I IS EXTENSION OF #5 @ 1211 NOTE: ABUT. # 2 IS EXTENSION OF EXISTING SOUTHEAST ABUT. EXISTING NORTHWEST ABUT. PLAN PLAN ABUT-MENT -* 2 ABUTMENT # I END CLOSURE WALL - I SCALE 1/4"= 1=0" SCALE 1/4"=1'-0" SCALE I% 1'-0" ** A.C. CAP TO BE 1" AT ABUT. #1 AND 2" AT ABUT. #2 TOP CONC ** @ BEARING ELEV 1337.33 z Z TOP. CONC ** TOP OF CONC ** CL BEARING w TOP CONC ELEV 1337.26 __ _— ELEV 1336.37 m ---------- =_-r-y ---- ---- O° ELEV 13 .40 ! 1 EXP. JOINT MATERIAL 4� -+----I — ------- ------- ------- -- --- BETWEEN SIDEWALK AND � --- ------ ------- ------- ------- --- I �C� #5 0 2 EXIST. ABUTMENT CLOSURE WALL WALL (TOT ) - ---- ,`y #6X4'-6" (TOT 4) 5 12"(TYP) 0 o TOP OF FTG. TOP OF FTG. 0 0 I #6X4'-0" (TOT 4) R- PIPE STA 1+79.64 ELEV. 1329.97 ELEV. 1329.21 >i 5 EL INSIDE FACE LOOKING WESTERLY INSIDE FACE LOOKING EASTERLY TYP R ABUT C NOTE: SCALE I"= 1-0" TOP OF FTG. TO BE 0.50' ELEVATION —ABUT # 2 BELOW EXIST. CHANNEL FLOOR E L E VAT I O N - ABUT. # SCALE I/4"=1'-0" SCALE V4"= 1'-0" CL BEARING '• CL BEARING i 21-311 1 II 2 -3 #5 X Cl:) n2i, @12" 12" Pr1 1211 1 211 SIDEWALK 7211 72" 4 —#411 BRIDGE SIDEWALK 8 7 7211 GENERAL NOTES811 _ _ _ _ _ _ ___ _ #5 X °O =co @12" . THIS PORTION OF WALL-- _— TO BE PLACED AFTER SPECIFICATIONS APPROX. BRIDGE QUANTITIES "' DECK HAS BEEN PLACED ^I 3-#6 CONT. X Lu CONST JOINT DESIGN: A.A.S.H.O. DATED 1%5 WITH STRUCTURE EXCAVATION (BRIDGE) 200 C.Y. a _ - - REVISIONS AND AS SUPPLEMENTED i m #5 X 0` 1 @12" BY STATE OF CALIFORNIA BRIDGE STRUCTURE BACKFILL (BRIDGE) 105 C.Y. > (ADD 3 EXTRA AT EACH BEARING) r #4 18 PLANNING MANUAL. C, o " CONT. M *CLASS "A" C014CRETE (BRIDGE) 103 C.Y. 'o°o. w CONSTRUCTION: STANDARD SPECIFICATIONS CONST JOINT — WEEP HOLES AND PERVIOUS o o � #5 X12" j DIVISION OF HIGHWAYS, DATED *BAR REINFORCING STEEL (BRIDGE) 14,600 LBS. MATERIAL PER STATE STD. a JANUARY 1971 AND THE SPECIAL PLAN BO-3 P, , x .01.0 PROVISIONS *STRUCTURE STEEL 11,400 LBS. #5 X°'I @12"(ADD 3 .0 :0,01- LIVE :0.0 EXTRA AT EACH BEARING) , LIVE LOADING: HS 20-44 CLEAN AND PAINT STRUCTURE STEEL L.S. 1 -—-- LIMITS FOR STRUCTURAL I 4 0 _ #5 CONT. (TOT 16) CHAIN LINK FENCING (TYPE CL-5) . 36 L.F. EXC. & B.F. (TYP). --moi UNIT STRESSES: REINFORCED CONCRETE ' 3 1_O„ & 0 #5 A 12 1 " 0� M r- - 1 fc = 39000 PSI 0 f� = 1 ,250 PSI i ° ° 6 @ 12" I f = 10 NOTE: ABUTMENT AT S/W 1 fs = 20,000 PSI (*) DONATES FINAL PAY QUANTITY STRUCTURAL STEEL: — f SCALE 3/4"=I'-0" L� 1-011 8'-011 s = 20,000 PSI N TYP ABUTMENT SECTION, W SCALE 112"-l'-Cr AS ILT @Y_ Ln N0 Cf RR ECTfON Thig.SHEET W0 D BR I DG E DETA ILS D D,rs No. til FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. ROAD DEPARTMENTCARNELIAN STREET ROAD NO. 1037 DESIGNED BY , APPROVED BY 213450 A A DRAWN BY RES RED HILL COUNTRY CLUB DR. , LIMITS CHECKED BY . R M GR. DATU TO BASE LINE 1 RECOMMENDED BY -T� CUCAMONGA AREA 79- �3 MARK REVISIONS APPR DATE CHIEF DESIGN ENGINEER SAT - SHEET (4 of _ i . i 1 j FULL PENETRATION 2 ROWS BUTT WELD PROPOSED CURB FACE---;7, 7/8" X 4" STUDS -------- NOTE: ` - - -- - — /� �-� - . •Q a : a : - _ RE I NF NOT SHOWN 777 /71 at „ / `���• BEARING #5c6 TRANSVERSE #5X 4" Il BRIDGE 81 TO 41-811 TOP & BOTTOM 3' TO 2'-6" 3 TO 2 (TOT 10) 11 NOTE: I " �� R INGER CL ST - CHANNEL / / / � / ` / ADD 4-#5X �� 3 -10 TO 10 1 X 311 X Y AT OPPOSITE END ,OF SIDEWALK 2 ROWS A 6" O.C. 2 ROWS A 12"JO.C. #5@12" LONG I TUD I NAL / END TYP. RE I NF NOTE: SEE TABLE `A' FOR 'Xl 'Y' DIMENSIONS. Q TOP & BOTTOM � /� � � SHEAR CONNECTOR DETAIL a "" 0ti NO SCALE '301 X\ ___ TABLE "A" TYPE "A" JOINT SEAL M —— --— STRINGER "X" "Y" (PER STATE STD. PLAN B6-21 ) N - ----- A,B,C,D 10'- 0 I/4" 5'-0" ADD 8-#8@5" TOP & BOTTOM SIDEWALK REINF DETAIL E 10'-7 5/8" 5'-0" (BOTH ABUT.) -_SCALE I/2"=1'-0" F 12'- 1 7/8" 5'-0 DECK PLAN z SCALE 3/16"=1'-0" 3'-10" i "All #5 X @ 1211 1µ" 0 !" !�� 4 PAVING NOTCH & TYPE A " EXP JOINT FILLER (BET. STRINGERS) 14 X 22 SLOT y JOINT SEAL PER STATE STD 1011 E�7 PLANS A35-9 & B6-21 CL BEARING 8-#8 CONT @5" SIDEWALK JOINT SEAL DETAIL. SCALE 3/4"= 1'-0" 0 APPROACH SLAB < =�1 I 3" CLR. _ NO CONC. SHALL BE 7" X 84" X 1" ELASTOMERIC BEARING 1S " PLACED RIDER TOP 411 i • �� FLANGE PAD UNDER STRINGER "F" ONLY LOCK NUT HEX NUT 3 - #7 BET STRINGERS TACK WELD (BOTH SIDES) CONST JOINT----_,"- 1211 211 MC 6X16.3 CHANNEL HEX. NUT 21" j j X 3/8" R_ 3 - Z STD. WASHER i 4 _ GIRDER FLANGE `^ y I / r GIRDER FLANGE a it BEARING PADBEARING PAD NOTE: Q . o d Q p . .d. a : .4 G. - D D I -� • �, a / �, END DAMS TO BE PLACED BETWEEN NEW STRINGERS ONLY W , w o m �� o m I I • *A TOLERANCE OF ±��" F J I_I 11 14" � MIST BE MAI NTA I NED ANCHOR BOLTS H.S II S. p��HRpI�RANCE UNDER ANCHORBOLTS / EN D STRINGER F ABUT. #I ABUT. #2 I FIXED BEARING EXPANSION BEARING END DAM 8& DIAPHRAGM DETAIL ?� DETAIL A BEARING ASSEMBLY -MI 8" X 7 X , 1" " ELAST01 I C SCALE 11/2"z I'-0�� ------- ---------- - — ---- ----- - --- - -- ___.-______—___ ____.____ SCALE 2I'-0" X ,: BEARING PAD UNDER - STRINGERS (TYP) x .� W=: ZN �' J 4'-911 5' - 0'l CHAIN LINK FENCE "a s�12" 11 811 ANCHORSTpDLANPE1311-7 STATE / ASPHALT CONC CAP #5X #5 CONT. @12 I'N VAR I ABLE 1" TO 2" SIDEWALK (TOT. 9) r-----T #5 CONT @ 12" 1 I 21-611 I, i #5@6" � ____ - TYPICAL STRINGER q �� '��` � ----� - -- I -:-- - _ --�. ........ ...... ---- I 4 BEARING PAD DETAIL - co 7 SCALE 11/2" = 1'-O" 7" 1 VAR 1 -gel 4" V DRIP GROOVE - Co N VARIES � w A � , L T _..........._. NO CO RFREOTlo T --40 TYPICAL DECKSECTION � Hl!; SHEET W D 4 _ BRIDGE DETAILS117 ` 1 D SCALE 3/ " 1 0° pw N . FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. ROAD DEPARTMENT CARNELIAN STREET ROAD 001037 DESIGNED BY APPROVED BY DRAWN BY RES RED HILL COUNTRY CLUB DR. 213450 AA a)� �� TO BASE LINE LIMITS CHECKED BY 1� �S • R I MMI �R€1�EAiR�. 79- 73 RECOMMENDED BY �RC'Jt(.Q CUCAMONGA AREA MARK REVISIONS APPR DATE CHIEF DESIGN ENGINEER U TY LNGINEER SHEET 1_ of _16 _ _ lJ. t s _ L 1 3 SPACES @ 5'-8" 6'-2" 6'-8" Q = 17'-0" Q ------------ — — ---- ---_JI Q ABUT #2 O I` B 0) CV i A B C D E :• d. •D 4 Q: :43 MC 6X16.3o ;o Is 4 / / rLIGHTWEt T METAL , ' • ' -3 4 // _—__ __— _—_ —_ _ ——�,� L ABUT #1 INSERTS SEE NOTE 31 f-- ----------- -- — � c, 11 77-3 i B 3 SPACES @ 5'-8" 4'-5s 171-011 1 SEE NOTE 3 SECTION B - B INTERMEDIATE DIAPHRAGM FRAMING PLAN SCALE I I'= 1=0 SCALE I"=1=0" SCALE 1/8"= 1'-0" FENCE 'ANCHOR DETAIL STRINGER TYPE LENGTH BEARING ELEV. ABUT.# I ELEV• ABUT.# 2 SCALE I"= I'-0" A W 18X50 30.05 N40045'00"W 1334.20 1335.05 1 61-0" B W 1BX50 30.05 N40045'00"W 1334.20 1335.06 C W 18X50 30.05 N40045'00"W 1334.19 1335.08 NOTES: D W 18X50 30.05 N40045'00"W 1334.19 1335.09 - ----------- ° II 1 . CHAIN LINK FENCE SHALL CONFORM TO STATE STD PLAN A87-3 _ I E W 18X50 31 .26 N38 33 55 W 1334.19 1335.12 AND SHALL BE TYPE CL-5 ALONG SIDEWALK AND TYPE CL-4 CO� N F W 18X70 34.30 N34°01 '12"W 1334.18 1335.17 ALONG CHANNEL WALL. #4@ 6" - - I #4@ 18"—"/--", 8" L6� K FENCE ANCHORAGE STD 12" ; ------�� 2• PLANNB IIN7 ORAETAI�AALONGC�D TO STATE I I WEIGHT METAL INSERTS SHALL BE USED ON ABUTMENT CORNERS I I AND ALONG CHANNEL WALLS. SECTION A — A 3. LIGHT WEIGHT METAL INSERTS SHALL BE SHEET METAL TIRES WITH I .D. 3/4" GREATER THAN O.D. OF PIPE USED. POSTS SCALE VZ= 1'-0" r'+ ARE TO BE MORTARED INTO INSERTS USING NEAT GROUT OF 1 1 '-14" - - -- ADDED APPROAC9 GLA SS- TO OLD $fI1DGE _ . - PART OF CEMENT AND 2 PARTS OF WATER. � CUT L I<ECL RE MOVE EXISTING EXIST GIRDER CONCRETE AND EXPOSE -----� REINFORCING STEEL CONST JOINT (TYR) EXIST BAR REINF. ; I (DO NOT PASS REINF I TFIRU LONGITUDINAL JT.) y EPDXY ALL JOINTS WHERE12" MIN ---ABUT 2--- ------- --__ _—_ I ~` NEW CONCRETE ABUTS LAP — — OLD CONCRETE EXIST I 18X47 H (V Lf% + r-4' f � Q O� N SECTION C z Ar-so]/ SCALE I"=1'-0" ' i m u // // cill c7i A Z- CHANNEL 7Z (N.04015100"E) NOTE• I ti 0-1 fV SEE NEXT SHEET' FOR G U ARD I n ti RD►►L 4. Cu AI tJ Ll N k FENCE. '+° i DETA1 L %\AT 17 of 17 PPR - + Q o ' W N — W �� t W_ / Z .+CL - t N mU �Q -1 W W �- ---------� ------------ — ---- ------- --- ABUT N0. I 0 D A S B U I L T PLAN CORRECTIONS THIS HEET BY- SCALE i/44-d' —23-7 BRIDGE DETAILS lows NO . II ADDED APPROACW SLAB TO OLD BRIDVE.. FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. NO. ROAD DEPARTMENT CARNELIAN STREET H01037 ROAD N0. DESIGNED BY REJ APPROVED BY RED HILL COUNTRY CLUB DR. 213450 AA DRAWN BY TO BLIMITS 1 T� Zs-/s�/ ASE LINE CHECKED BY /� JOSSROAD COP - a TATE- 79-73 ' RECOMMENDED BY CUCA MONGA AREA MARK REVISIONS APPR DATE CHIEF DESIGN ENGINEER COUNTY ENGINEER DATE- SHEET , I 6 of 16 i