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Home My WebLink About2066-D i I I ' I I , I I w I r Profile I I i Scale e i r F /i 3 Horiz FT. I I 40 is I I i I x I I C I f i t I t' r. I r k I ii I 4 I F I Vett. 7 t rt FT. I pp S I k is i ! I I I 00 I I O I I I I I I � I I I : i E r I I I i : I A I O I i i N I € o p' I I i I � , t f 'h , I M P POSE FJ L b C I , I o I t I 0 I i I I I Y ' P d f .. H .. -. -.. - IEl : I I I 040 I I I ; IRUa I s I �-T I i XSTGROU DI i I i q 103 .00 INV. � t t I am i I I II I i I © I A i i HGOO I = I_ � I I I '^ M C I I i I 4 I Y I I s N I ii 1 r I M b 1 I i i M -`- O �- I : I f i » I I I _-,-- O o - 1034.3) ;INVi 18 12C t: I b I I I , I LIE A I I N I 4: I N/y k rR FL u UES C S10.1 ro.00� ! I I J I I , s I : - � d 4 i I I 4 I t Z q i I ; I I I u I I I i I q y _ .. ,. F � I �-' I ! I EX '030 , I r ' I , I t z -f' , I I I 1027.131 INV { WSE 02 .04 I Z O € 1 7 027.08 INV. --+ HGL1 _ » > 18 EW I t S R -- I z Z , I T I _ W 4 Y A -r-^- pp 1 f I 2 N r I - , f.._..__.� 'C ..... 4 :f TT -'4-r-- I ; i I M I I _. -- ' I I k .- I ao M I I -"7 E .-_.i 00 g ----- R .---r •-i•-- N �i i 10 5. 2 INV. V ._-*. ---> » M M a 21 EWE';R' U � ._- -r•-•• S E -,- 8 EIIV 4 0 U € I i r 0 I I t I r I 9 I i q 1 nc I i 1 � I s 9 I 0 i I O• € W I M I � I I 1 � q I 5 �i O i E I t I I z { I 00 I l II i I I I I d : O1 Z t QD t T t {{ 1 I I r r N I r i I f I f : , I I v li I i r I , I }} a RJ MM M'1 M h 0 5 s r .0 i � I I t ,+, S I i V,20, El ,10 0 � 1 I y , I i o I > > Z N M Z T �' op U C T > 1 -' � W IiYDf�A U I I r I _ ch I Z 1n N M p n ti M Q 00, 22 CFS I rE 4 , 1 > q�pp 01; N M N O: � Y ; M RA LW DTA � m � i k � + +, I U , • aC N .cD I .O 'Z N V100; � 9. FP s 4� 3 0 oI 1 98 M I FS r O , t I , O pppp , N 00 M �+.� ... N11 � i ch r � V1 2 8 FPS �- 4-•n r I w i O Y E i INV ;100.59 ai r r { + + ,o r cv , O O G : r r C r a M I r � N R I U r M C S LjCT 70. 6 L� F 4 3 R 50 O N � 9 1 � I T �` r h o rm I r 1 nl• d N M 4 I 4-i M s N O tD kk U T r A 1 U C DATA M � A I O r M q QI. r tV I r � + 1 4 I r M f 3 I AT � I I HYD U G D A RA ' co 1 4.9 Cf3 c�' ! I I � � t Q ' It �- r �/� N I ,:Z L n i I 1001 Ci I Q 2 vt s. so $ FPS CDNTR CT 473.48 F. F 36 RCP 15 D q + C U 4 Q oc> f � , I ; rn + + I I V100 16.48 FPSCT�38. 3 L. . O 30-RCP Ob + N N I GbNJ` , F F G 5 D r N ! n a GON T C7`205..66 .F. i0F 6 CP 500D 4 F RCP. 1500 I S � � I R I i CONSTRUCT�3 5�L. O Cr , s C NSTR T 6.9 I D UC 4 �L.l�; 036.RCP 150DD I I gy I I II 1 ti k I 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 CONSTRUCT4.16L.F. OF36"RCP 1500D CURVE / LINE TABLE r II'0 0 O A R L T BEARING DISTANCE D A 45'43'36" 22.50' 17.96' 9.49' •p O M � � c, W 0 a w a B N 44'31 '14"E 11.62' � ,• � z x z 0 1r ZEN Z � N � 28 C N 89'45'10"W 9.04' Y x - M X '0 9 M I c0 j ° m C° o- 30 2s D N 30'02'27"E 70.81' v -q- xoom 00 ZQcan zw P 00 �- a r� � a •- - � rn � m 1- �-j � qn O n- 'd' H d cfl D O �'`� O p 1-i L6 M O C6 O O O p M I Q �t , ,► , , , Z o00o0 °) cv � 04 t 042 , * 0 F- aims N xis m I N E 453725 90.00 71.67 37.85 O ± orn rnd: +Q N C-4 -t + rnLO � �- oo (0 zw x v� A Q Z - 27 a oo QNN et in � ¢ N � 4 Nn � Q � �- ro J � � °o � o = 27 � a � ►� N F N 15'34'59"W 46.10' V) C:) 000 NOO NU ¢ NN a C) 1¢- 00 F- 25 Om © u� 0CD m II N c� ¢ 0 �' - N 1 © C, o z + m 26 N + � o o zo G 2T 17'21 " 290.00' 138.12' 70.40' - \ \ 1 I Q r- LO + 0 0 -* � OQ � U N H . , Z CHANNEL I \ \ 1 I z 47 o z 46 Q M "'�, ¢ 45 44 Q N 11 10 41 E 50.99 �3 c i MONGA CRE I \ \\ 1 I -� cn Q Z M N c; C) � cn w Q c„ I 33 42 50 390.00 229.48 118.17 , „ , , , CUGA i \\ \ ; 1 c" N U -' a cn J 22'03'23" 290.00' 111.64' 56.52' 1 \ C.D � 25 \ •. `. A. `:: ..... ... .. •. . ; : .r . .. . N 00'28'46"W 33.28- T-- € E S M _ _ _ _ N 59'57'35"W 13.37' W \ _ o _ 18r s VVIER A-2 27 M FUTURER/W I Q \ :, :. ; .:, .,. '�-- M - K °D 8'�6'r`rA Q M N 46'33'36"E 11.: -� I 15' \ 1" - \ / - N „W , - - Z N 34'38 26 29.26' �� N VO 4'.38"E „ , +00 ; . , G � ,.. ,.,. `.•,....�:. :. :. . :. . ,: :<� � ,c t11 P 9'47'55"E 12 37' w IR i D :.. H _ _ - _ / t STA 1+11.62 BC „ V1 w - I O Q N 65 56 58 W 30.78 N = S+qO I 33 T+00 / ry.h.;. I w _ I Y: L 27 ---- 1 3+00 _ J ..•� . _ p 6+00 .-� 3 I _ i r 1 CO � 29 N N G I 1 w_+ E 1 1 z a� _ .- r / 1 . : -� N Q a� 0 ¢ 33 I 1 " V) I w I I 1 I I I I > m- N Q) v~i v z " n r o cn m co m O n w w 0 m chi (29) 0 _ o "� W r I I `t (n Z I N I I I I I r') O I I 00 O W Z w `-' M I N + O N O N w z^ oma. Ian IN 1 ,41� I 1 I i � = I I z �rN r > mN o � � ¢ O � + I oz o a 27 n * N U Z \ I I -O +0 W + N JZ " Z 000 Sn U? r' Z Nm Z 1 �* 1 d ¢ I v - o + + I FUTURE R/W I I I rn I A _ - ¢ I M r` n a cn � � 1 ¢ I 1 m x � 6 2 2:g °' Z_ � N � U " 27 Q 00 = V D: m II d + N �1- v, >� .o ¢ I . i + 1 ¢ 1- � � I I ¢ a 1 I 1 1 I Q 1 1 00 � ,n 0O M + r\ U' � ± a a c~n � C> cn I = / ao 1-¢ oo M F i > >- r- I 1 1 c~n 1 Q O co (0 Z ap U^ O) N 00 I ¢ I N II a0 = " N N 1 I I I- N O O C +o w o . ,/± IIg N I � I 35IU- a 9 1 I I I 1 9 1 I N + �- m IQ- � v _ " cFi> v3 �iiv3 rn /� � I I I I I 1 � c� W + 1- Q E -Z + II 35 < 1 1 w o 3 I I c~n v 1 1 1 I-i r-i c� o 28 N m I I 1 1 I I N t 7 U 3 c 28 DESCRIPTION OF REVISION DATE CITY 0 28 I I 28 I I I 1 TRACT 169711 (FUTURE) 1 1 I �..` APPROVED 0 M I I I 1 1 1 1 I I 1 28 t CITY OF RANCHO CUCAMONGA L` STONEYBROOKLANE I 18' �18'� ~ o R/W 30 30 RAW L INE "A �� 30' 30' STREET IMPROVEMENT PLANS AND STORM DRAIN IMPROVEMENTS / IF STOR DRAIN 61SCA YIVE DR/VE ESS/ � ,.- 10 P vEMENT TRACT No. 16311 _ �� 1 , LIN E "A" STA 0+98.87 TO STA 10+29.33 �' '✓� CONSTRUCTION NOTES LINE "B" STA 1+02.06 TO STA 1+34.95 � U `'' ' LATERALS "A1" AND "A211 , LATERALS "B1" AND "B2" L Q 42485 �0 25 ONSTRUCT36"RCPDLOADASINDICATEDONPLANS �29 --�ONSTRUCTM.H. PER C/TYOFRANCHOCUCAMONGA �- Exp. 3/31/06 W8 TD, PLAN318-1 APPROVED BY / j DATE /<� r,;6 0 It t� �J � J' C '� �Q 36"RCP 2+43.43+09+7821 0---CONSTRucr3offRcPDLOADASINDICA(0 0 TEDONPLANS �ONSTRUCTM.H. PER C/TYOFR,4NCHOCUCAMONGA CITY ENGINEER /(i� ��_��V ( )- •.� William .J. O' Nt; R.C.E. No. 24953 4 (0 ATF �4� 30"RCP(9+82.33 to 10+28) STD. PLAN319 DESIGN RECOM ENDED O o DIAL 4F CA�� &-CONSTRucrI8"RCPDLOADAS/ND/CA TED ONPLANS 30 ONSTRUCTT.S. PER CITYOFRANCHOCUCAMONGA LOCKMANI&JASSOCIATES s _ TWO WORKING N J STD. PLAN 336 R.S.I. CONSULTING ENGINEERS AND PLANNERS BEFORE FO RE DAYS BEFORE O 0---C-ONS TRUCT CURB OPEN/NG CATCHBASIN 14125 TELETHONEA VENUE Z d YOU DIG YOU DIG S834 ONS TRUCT R.C.P. CONNECT/ON PER S.B.C.F.C.D. DRAW N CHINO,CA 91710 MEET UNAUTHORIZED CHANGES & USES: The engineer preparing ERC/TYOFRANCHOCUCAMONGASTDPLAN STD. DRAW/NG S.P.220, SEESHT. 12 TEL:(909)548-6418FAX(90 54Bse41 - m TOLL FREE 1-800-227-2600 these plans will not be responsible for or liable for, unauthorized SECTION AT STA. 9+00 300 WAND VNOTEDONPL4NANOPERDETA/LS R.S.I. �• 1 1 OF 13 C C p p "- � SHOWN ONPLANHERE ON &---CNSTRUCT J.S. PER C/TYOFRANCHO CUCAMONGA B _,may SCALE* 1 -10 R.C.E, 42485 A PUBLIC SERVICE BY changes to or uses of these plans. All changes to the plans must TD PLAN 331 CHECKED DRAWIN '� '3 9 p 9 p � har s'W. L kman ' 0 o UNDERGROUND SERVICE ALERT be in writing and must be approved by the preparer of these plans. TYPICAL FROM STA.24-43.43 TO STA. 10+28 C.W.L. DATE O FILE NO. 04-3640 2O�jc� ummm"M WffiR0llllllllv plimam"soffil MaRml amonal Ill wavol" .......... .............. .............. . ......... A i k it Profile Scale io! i t ... .........j" ' A j_ .......... A ...... 40 t t FT Horiz. I .......... ..........A", i Ved. 1 4 FT ........ ................. .......... 0� i V ......... .......... ----------- J .......... ...............- i i I " ,,," i __i ,, ........... .......... .........._J .......... .......... ............ .......... ........... .................. ....... .............................. ............... Uj .......... ............. ...... .......... ........... + 0 ............ co _J, ....... ON&V 1-5(a,CL 0 ............. ............... ZZ PIPE, BEDDING W177-IIN a�C F.C#,Do 41 W AO "BE�RERSUANT TO COUNTY I i 0, 1040 ........... .............. .............. "RECIRCA 71ONS I-SACKRLL11 ............. Lo 41V BERNARDINO PUBLIC i WORKS ............ J L, ............ DEPA AN 7 MEN T, ..........I.........__+ .......... .......... ...... ............... .................................................. /0, Z i j i I SHALL, B4' A�Y!77W M'V17F'RIAL WITH A F_---i 1-1-11 ''1 I'll -11-11-1 11--11_---1.1-1-i-,----r--11_1-_--`__1------- -7-,EXS:T GROUND U i 1' 1 ............. -'THEA t 6 /A t ............ .1037,00,-IN' ROCK11ARGER' DIA UE TER.' �j CD J ........... .................. ................................................... ............... ................ ............... ............. L_-BA CKFILt-,SHALL- COMPACTED-_-,-A __AL .......... j........... 9ox OF M MUM DEIVSfl Y, REER .................J-----------i___ 2 AX ................ BE, i" j 0 -j 1034. 9 ........... ......D 1557"AND WITHIAt 2x,__0P77MUA( ......................... ............ Lp ------ :.d __1 111-1 11 1111-11-1-11-1 111111-1--_ I 1 11 -11- i ........ ....... "T W r I re) I ,__J 0 ....... ........... .......... 3 8"' RCP _M .............. Z_ ........... NV` 1 < j (0 0 M, 0 ........................ ................-r-111111-11-11-1 .................. ................ .... ... Ul Z'I ............ ........ _j, .. .................. .......... ............. TURE F,SQ,C,L, 7�717 J ........... ................. .............. .......... ........... .... ......... ......... t............. -------- __.......................... j 777777, T 1030 ................. z�-40,30f--__ 1 Z AJ > _j� & _0 HGL100 1027�1,3_11NV__ W ............. WSE ...... I > 027-08 NV -Z ...................... .......... IL in - Z ..........I_- _ j ................................................ ............ ............ J .......... ........... WATER > 027.84 18",_,SEWER,_.j J ........... ........... ........... ----------- C4 ................ ................... ................... ................ ....... ................... ........ Z L'i ............... jw._ Ll C*q_ 777 _r7- 7777�___.......... .......... 1025.92 INV. .... ........... U J .......... i" "0 .......... SEWER i 8" SEWLK 0 .......... ......... ... .......... ............ do LL_ 171� ....... 0 ............ 09 .......... ................... ............... ............ > I Z Uj 00 ............. ... WE 7- 0 025- .......... > Z Z Lo ............. ....................... Z ........... ........... 00 + 10�11739` OD 7 ............. ............ 00 ............... ........... J ...................... .......... ...........------- 04 < __j ................ (0 to 117-T_ + J NEL INV CHAN -",f _ J11-111- .......... ........... ................. .................. 0 .............. .............. .......... to 0 0. 0 10 .005 A- 7 1. 1 Z 1* 0 > J� .......... i __j .......... Z ............. Z-> .......... Lo M 4_7 > 00 C4 Z > Z LO C-) 0;:11 ---------1_--_'j--L0 L0-___. (0, J__....j................. ............ ...... >; C'41 W Z_ to c%4 > > Z Z gui WDRAw Ci DATA DMULIC DATA' 00 I t-1) i i I " * 1 1 1 1 1 ........... Ammomm i ^ -2 � r% 0 f%ElLft 'd� I mn I "i (D > ---------- ..... ... ............... ................... .. ................ + .................. i �,"I'll, 1-"1 111-11111 ''1 111-111-1111 Ill"1 11 11 "1',"'', , 0 + ...... 7 C, Q 100 =22 61 CFS 1 + 0 C14 rl`1�7 Z Ul) 0 I W iZ- ............ Z C`q" � " I >: < LO 0) Z 0 Cq UU 0 01&39 V Ill ............. ............... yw 7 A f%4 0� 0 7 Vj 0 0 00 22.,60"' CFS' MW C) !C0 1 Z 06 0) 1 0 V1 00 3.3 FPS' "'i ill Uj ... ....... 0 CONSTTUCT7�70.�6 F -RCR,i5OOD + +0 7 ...... + _-Z -rrvv---rr I LO --------- ............ .. ............ _,V1 06__=_16:81,,M-S......... ------- 71 M 0 00 Cq Q1 �A C4 V1 3120 FPS L 1 OF36 14 J . ...... - -T :3 M �: i 0 .......... ............. DATA__-_tcN + 3 Q!nn P, ................ C4 8 GFS- f%'4f%rlkl__32 0' G .92 G-FE; 1 (0 ........ W Big + A 10 E-Mll %14 f%f% co IN I WW Ill ........... 0) + (0 C-1 umiml- MIMUL11C C* 4 r-,-. Cq V_ .......... .............. + RCP �,1500D Q1 00 =26.90 C + 00i =34.00 CFS 7 C TRUC T 473.148 L.F OF 36" ............... ........... ................ ........... CONSTRUCT38.23L.F OF30-R_C _J 00" + + FPS _P 500D Cq C4 t 4.8 FPS j 'N C ............. ---------- AL 7,7UUV CONS TRUC T 46 91 L.F OF 36 RCP t ANEW 36*,t�Cil--,��-7,'�OOD,,-�l,,,,,,,---,,,,,,� ......................... .......................... .......... ........CONST .66 L.F_OF ------- ................... STRU L-.1 7-0F36'�RCP.1500D .-CON RUCT205 2 ...... I-1-00 2-1-00 3*00 4+00 5-1-00 6+00 74-00 8+00 9+00 10-f-00 C;""U R V`E L I INE TABLE CONS TRUC T 4.16 L.F OF 36 RCP NOTICE TO CONTRACTOR - STORM DRAIN - CHANNEL CONNECTION 1500D CHANNEL CONECTION 1 NO HEAVY TRUCK OR EQUIPMENT SHALL BE PLACED CLOSER THEN 24" FROM CONCRETE REMOVED IN THE FOLLOWING SEQUENCE. L WALL TO BE PARTIALLY REMOVED FOR AN A) A SAW C UT 2" DEEP SHALL BE MADE AT THE REMOVAL LIMITS. CARE SHALL BE EXERCISED IN SAWING AT THE R L T BEARING DISTANCE OUTLET STRUCTURE, MAKE A 1-INCH SAWCUT ON EXPOSED INVERT JOINT. TO CROSS JOINTS, 1" STEEL PLATES (8' WIDE) 4' EACH SIDE OF JOINT EMOVAL LIMITS. CUT A GROOVE IN HEEL LOAD. OR 2 FEET FILL SHALL BE REMOVAL LIMITS SO AS NOT TO CUT THE REFORCING STEEL TO BE RETAINED IN THE NEW CONSTRUCTION. ENT TO THE SAWCUT ON THE SIDE TO PLACED OVER THE INVERT SLAB ON WHICH TRAFFIC IS TO BE ALLOWED. B) USING HAND HELP EQUIPMENT THE CONCRETE SHALL BE CAREFULLY REMOVED FOR THE FULL DEPTH OF THE A 45043'36" 22.50' 17.96' 9.49' cr_ PTH OF THE SAWCUT WITH A INVERT SLAB AND FOR A MINIMUM DISTANCE FROM THE SAW CUT EQUAL TO THE LONGEST EXTENSION OF THE B - N 44!31'14'-'E 11.62t Uj L IDENTIFY THE HAUL TRAVEL LANES AND PLACE TRUCKS IN THE EXISTING BARS TO BE EXTENDED INTO THE NEW CONSTRUCTION. THIS EXTENSION SHALL BE 30 BAR DIAMETERS 3: or_ Of CHIPPING HAMMER. REMOVE THE REAMINING CONCRETE IN A U.j 0 Uj 0 LIJ Uj MIDDLE BETWEEN LONGITUNAL JOINTS. NO TRUCK WHEEL SHALL BE PLACED CLOSER UNLESS SHOWN OTHERWISE. 0 rq V) (n (n V) CAREFUL MANNER W QUIPMENT LEAVING A C N 89"45'1 O"W 9.04' Z %* THEN 4' TO LONGITUDINAL EXPANSION JOINTS. ALL TRANSVERSE EXANSION JOINTS ALONG C) EXISTING REINFORCEMENT SHALL BE CUT TO THE REQUIRED BAR EXTENSION. I I k, _10 2 uJ, v) CLEAN PLANE SURFACE FOR BONDING NEW CONCRETE. 0 ___N1_____29_.59: A M D 27 cr_ x CN V') 9 M 10 BREAKING CONCRETE BY MEANS OF EXPLOSIVES, IMPACT MENTIONED ABOVE. D) THE REMAINING CONCRETE INVERT SLAB MAYBE REMOVED BY ANY SUITABLE METHOD UPON APPROVAL OF THE 44.-84-' Z2 LO 0 X 00 00 CL 0- x "0 "-) EQUIPMENT, OR A MASS ATTACHED TO A CABLE OR ROPE WILL 00 CER, WHO SHALL BE SOLE JUDGE OF THE USE OF ANY CONCRETE REMOVAL E 45037'25" 90.001 71.67' 37.85' (R 0 0 n 0 C) 11� 3 C:) U P0 M L(i M f_ 7-J c,,q 'L'q4 0- Do- (`Mt �0 c0L NOT BE PERMITTED WITH IN THE CHANNEL RIGHT-OF-WAY. WHERE FRESHLY MIXED PORTLAND CEMENT CONCRETE IS TO BE BONDED TO EXISTING OR EQUIPMENT. , CO 0 P CD r. oo N 0 ,t M Ui CC) CNI 29 + 00 0 00 13L. CD 04 4- + ATED WITH AN EPDXY 30 0 cr_ Q 28 F N 15",34'59"W 46.101 + 0 Uj W W q) C-,j 0 C) Cn + + C" ,t + LO Z �- K �] 0 M 27 00 T_ . . N< RESIN CONFORMING TO ASTM C881, TYPE V, CLASS AS APPROPRIATE. < C%4 o V_ rz C� LO n Cq M (n n G 27*17'21 290.00' 138.12' 70.40' + LIJ M 44 C"4 L6 4 T < 1 27 < 00 ZZ-\ < C11.4 Cq 25 U-i x U) Cq C�4 M _j Cnn 0 0 1.- 0 0 < N < eq N x _j 2 r- T_ N C41Z M V- 'r- V) _j F_ C) CD - V) 4 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. = U CD U') U) V) :D + F CD C) 2 :3 K "4- < (0 r- -, _Nj H N 11*1041"E 50.99' r,%- r- < co T_ T_ � � - 00 ro - 00 n 26 C+, M 11 + C:) T- 77� 17 T_ __j M V_ 0 Q0 > a 0 < �__ a- U') CD c6 CO Q> < Uj (000 _S__ 1 33"42'50" 390.00' 229.48' 11 8.17P - 0 M 66K Uj 47 M I-- u 1 4 6 c+4 P 0 < _j 44+ 0 - 0 W Ln i.- c) !;� pOA0 + L0 0 V_ < I Cj C; 2� i- < + C:) O ."t Lf) __j _j 0 0 r, U-i V) Uj J 22*03 23 290.00 111.64' 56.52' $ F.; ACCCSS r"i 0 b b 4"d cn MoNGA C" 1.9-rING CD + m 45 < V) < PO ro 71 6XI- 00 V) 0 K N 00*28'46"W 33.28' < 77' AA1 fto. R.- Q A S,q,G,j:,G- M N 46*33'36"E 11.15' M 25 W Q) �8 4 N N 34!3826"W 29.26 PC LL, 46 TURERIW < K %44 SE-F.'WE ji LLj 10+00 9+001 0 N 55014'38"E 20.92' CONECTION 8+00 14 00 .......... P N 39*4755"E 12.37' . ........ + .l v- 4+00 GV Q N 65*56'58"W 30.78' C OK 36 STA 1+11.62 BC R W W R N 33*33'07"E 82.30:j vl-uu 7+00 U-i if � T 7-1 0 L.Lj L= 44 86 1-1 S41+00 6q 6+00 -,t 0 C-4 (p F + CO < -4-J 29 c-4 OF On ax+ 05 1 97 D IL _j M_ C (1) U) C-) A 0 V) Uj 0 -C r1r) < 33 V) 0 L2� C) 0) LIJ 0 MU) U9 b C; Q0 C) n Uj < 0:� . T- o M 4f::� M _ 0 "d- C:> Q) r-, C)_j 0 2r r- 0 00 LIJ < + V) _j C� L6 p 27 I + U) 0 2: 0 �:: M 0 C) Lo C! Z:) U-j U) M V) CAR i�s - Uj > C�4 000 LO Z Uj U� _j + a N > 0 Z + + K -0 + + �FUTUREI?lw M M T V) 2 1 0 V) < < CD N LO 27 CO < PO -q- < + x :t 2 Lr M 11 - 00 V) 00 IE Ln + V) C,4 < 00 1- 0 < (0 _j > .0l F-_ M < LO + r- C:) 0 Cn 0 __j 0 __j U-) M < REVISE PLANS FOR CHANNEL WALL JOINT CLEARANCE 09/05/06 04 00 00 > �_ < < < r- Cl - CD 00 �3- 0) Ln 00 (n 00 (n MP C,� 0 > < __j M n 0 En V) 0 - - V) c-) < A r %�5 N U5 + C; + C) t�0 + g .10,11�1 U-) _j C 0 X 7-6 C;',�_ a �<-I + . 0 U) 0 W V- < Zj\ REVISE PLANS TO ADDRESS S.B.C.F.C. WD COMMENTS 08/09/06 E __j 11 < Uj 0 M U) 0 3: 7�_ C3 U) 0 DESCRIPTION OF REVISION DATE (28 1 1 1 TRACT 16971 (FUTURE) APPROVED 3 8) 0 Z2� 2 0 pll A"l S me-% Jc A I L;U U 1\4 U &A F 110l C n IF I I Tv M, f"% AM10"l I_ 18' 181-1 STONEYBROOKLANE - -.0- a., Oft qEE W% opm NNqNiNNiNN 011%O%la Aff 11111111 E N ENE 011ft E N all 301 30f IM%FV l: I r I= AS 4- RIW 30" 30' b I IMECT IMP M A 0 L INE "A ANNE) STSOERM wL%PR A 1 1 NE I M N R 0 m "w =m 0 LE T 00)1i'li:�,Ss/ STORM DIM IN BISCA YAIE DRIVE AMNNNNNNm 4111 ^Aft TRA%O-u No. 110.011 LB11 10, PA VEME1 V T Uu Z5 K U UN NU Z5 -RCP`DL0ADAS1ND1CA TED ONPLANS LINE "A" STA 0+98.87 TO STA 10+29.33 Cli (25)--001VS7RUCT36 9 _-CONSTRUCTM.H. PER CITY0FRANCHOCUCAMONGA LINE "B" STA 1+02.06 TO STA 1+34.95 ST9. PLAN319 TRUCTTS, PER CITYOFRANCHO CUCAMONGA Vj No, 42485 (26)--CONSTRUCT30"'RCPDLOADASIA(DICA7EDOIVPI-AIVS 30 S TD.PLA/V 336 3/31/ 0 08 W8 o D/ 0 (27Y--CONST 34 ONSTRUCTRCR COA(ECTIOIVPERARMYCORPOFEA(GINEERS RUCT 18"RCF`DL0ADAS11VD1CA TED ONPLANS R.C.E. No. 24953 11 C= G__C CITY ENGINEE illiam J. 01 ve& -RC LOSANGELES DISTRICTJUNCTION STRUCTURE"C"CASE11SHT 12A C101 36 P(2*43.43 to 9*78 2 1) 4 A/VVVNAAAAAAAAWVVW`A /WVVW\AAAA/VV\AA/WW\ C--- ___1 30 RCP(9*82.33 to 10*28) 28 ONS TRUC T CURB OPENING CA TCH BA SIN 35 ONSTRUCTJS. PER CITY0FRANCHO CUCAMONGA DESIGN LOCKMANI&JASSOCIATES RECOMMENDED 0 4 &_� 0__C 0 DIAL TWO WORKING OF CAO� PER CITY OFRANCHO CUCAMONGA ST9 PLAN STDPLAIV331 R.S.I. CONSULTING ENbINEERS AND PLANNERS /e*_ BEFORE DAYS BEFORE 300, WAND VNOTSD ONPLANAW PER DETAILS T 14125 THEPHONEA VENUE E Z 0 SHOWNONPLAN HERE ON DRAWN CHINO, CA 91710 S H B'F_T W YOU DIG CU Cc YOU DIG UNAUTHORIZED CHANGES & USES: The engineer preparing S8 TEL:(909)548-6418 FAX(909)548-6841 1 1AOF 13 Z CL R.S.I. 29 ONSTRUCTM.H PER CITYOFRANCHO CUCAMONGA BY.,i CD TOLLFREE 1-800-227-2600 these plans will not be responsible for, or liable for, unauthorized SECTION AT STA. 9+00 0�� -42485 ST9. PLAN318-1 C DRAWING NO. A PUBLIC SERVICE BY changes to or uses of these plans. All changes to the plans must SCALE., 1140' Chgrlesl,Wl ocknan C.W.L. DATE : FILE NO. 04-3640 UNDERGROUND SERVICE ALERT be in writing and must be approved by the preparer of these plans. TYPICAL FROM STA.2+43.43 TO STA. 10+28 PROP, + 2 t� l 7 ProAle sca/0 j Horiz. 1" 40 F T I"= 4 FT : Vert :y7 .4424, 00 W=f W* 0 Vi�4' +54 43 i�Ze R4V 5 57 Q.,CB W. 10":V=4�, W= 10 6. 4' 7 ' 4"o E1. ET;r 104-0 4040, El 1040, RA ;CL CB M ULIC DATA -61;CFS 4 - V?2 1W. HGL100 1 5 6.171', CL QB 037. OATA 00 ei 00 HY 'Hot .6.0 ,FPS '8 Li W, 100 'LlOO WA ER &J)� ,FPS- : 'HY, RAULIC, DATA -.0.0040 L MU 1,0- OATA �.HYDRAUUC DATA HYDRAUL10, 4 C n - 6 V 100 12.8 FPP HOL100 7� 5 f C ,.S :' 5.9 FS 0100 FP 4100. 26.63 -FPS ' 10 6 4'3,' F',P S H _R ON;THE NOTE- T E �CONCRETE WVF INSIP REINFORCEP OF MMULIP ,DATA, HGO.00- CONCRETE PIPES MUSt B� 1030 .............. E7 0$0, 00, 3 f03 10,25, 1 EAtED'T-O� PROVIDF-X -F7 10 - 17.38 'MS 2! OVER 'THE R ING OF, !1)/ bNFOR WHEN THE �DESIGW VELOCITIES fXCEM 20, FEET E R S E'�i 0 NO' THE OESIGN STRENqTH IN CONCRETE Com�rRIJCT,20.85L.F E REACHES At THES R 077Ie8.04.F. SH _L Bt f'6�5 000 T,U IRCP, PSI FOR VELOCITIES 'EXCEIEDING., '0 18 1500D + -T PER SECOND ANP FEE f*10=6.000 + FOR VELOQI� IE �CEF�DING 30 coNs rRu,p. r 14 49 L.F+0 CONS "8.19t PSI T' F FEET PER 1500D 8 P rRuc OFIP R6P, �iM� COA(S 7RWtJ2�OFL?O`RCR 1��V +12 A 0 MUC -,fO-20, 1,00,0, .......... f 20 101?0 I i A �A 11A A 'A 1, A INF. ............... ......... ...... 1+00 1+00 1+00 1+00 1+00 1+00 1+00 L INE 11B AODVBars CaDI2 O.C.x.j each f ac a (Min.4 Total) Z3 CL >AOD'C"Bars (Typical both sides > L INE "A of R.C.P) 2 Bars each face(Tota 14) LO C) C) L6 — Lo + ) 0 + V_ (5) ) V_ 61 0 ADD W Bar hoop x Hoop each face LO (Total 2) (Typ.) t ADDVBors (Typical both sides $_ $I t M -C) C) 3 0 50 of R-C-P) 2 Bars each face -Ty-_0 10' 5* 59 5* (6 (Total 4) (Ty p.) — 10' > > 00 > > 00 SECTION A-A INLETJ 5 INLET., # 6 ,q: 0 00 o6 0 40 It — i of pe) T-- 06 — Co CO NO SCALE SCALE I SCALE 10 — lot LO 0) + eo + + ? 'd 0 V_ x L 3: IWO Ui Ile) A A C*4 t 0 10 5 5# lo, 5# 50 10' 5# 5# 10' 5# 10 ImP. StO.shown on plan Z PLAN NO SCALE cc INLET 1 INLET INLET. 3 INLET # 4 94 .1 W SCALE 1 1 ot SCALE 1 lot SCALE 1 0 lot SCALE 1 0 lot NOTES: 0 E I. Unless Otherwise Noted On The Plans; 'W,- 5 Bar Hoop 6 Bars "B"2*6 Bars It DESCRIPTION OF REVISION My 0 Dla*5 Bars DATE :3 0 2. Unless Otherwise Noted On The Plans; U) C 0) 60* For Pipes 3011 and Smaller .- CITY OF RANCHO CU VO SS/ "0"=45* For Pipes Larger Than 30" But Smaller Than 54 15 =30" For Pipes 54"and Larger STREET IMPROVEMENT PLANS 4�1 AND STORM DRAIN IMPROVEMENTS V_ V- TRACT No. 16311 85 CO 31/06 LATERALS "All' "A')" 11A311 AND "M" SAN BERNARDINO COU 131' AND "B2" FLOOD CONTROL DISTRICT Vj CIVI N LOCAL DEPRESSION DETAILS 0 REYISIONS OWN. sy DATE - 1 10 3 6 or Ck C.S. 11-3-80 DATE ,/ co STANDARD R.C.R CONNECTION C I TY E N G I N E E R- It ce) /VV%NVVVqVVVVVWVV0M AAAVV~ William J. O' N6il R.C.E. No. 24953 (VERTICAL WALL CHANNEL) F1 L t`N`0� 0 DIAL TWO WORKING 0� ...�._ S.P. 220 i5ESIZ5N__ LOCKMANI&]ASSOCIATES REC M NDED BEFORE DAYS BEFORE CL"It"My Mo * R.S.1, a P F; YOU DIG CONSULTING EW33INLERS AND PLANNERS W YOU DIG UNAUTHORIZED CHANGES & USES: The engineer preparing DRAWN f4125 MLEPHOIVEA VEN41F CHIM0 CA 91/710 SHEET Z 0. rE1.1 1X9J.P8-6418 F, 548-6841 a C) TOLLFREE 1-800-227-2600 these plans will not be responsible k)r, or liable for, unauthorized 12 OF 13 _0j C C CL A PUBLIC SERVICE BY changes to or uses of these plans. Ali changes to the plans must CHECKED - -K-C,r,.,42485 UNDERGROUND SERVICE ALERT be in writing and must be approved by the preparer of these plans. Locknan - DRAWING NO. LLJ ------- —----- CWL. E : 04-3640 Holiz. I 4o FT rr4 FT a.. 11+88.28 t i L C8 I IW44 CL CB . t' t t » 1 i t_ t t 1+55 57 C4 CS 1 � a r4k a a o t > r ... — 1040 1040 1640 El El 1040 , El— 1040 El • El 103.5 El 1035 • 03 CL C8 Qioo . 6 CM .... ! V= 4! HGL100 HYDRAILIUC DATA f 036.84 INV. . p 6 FPS1+58.17 CL C8 1037.20 IW- _j HGL100--\ HGL100 8W W • wm 10! ! • P4 q oo 6.3 FPS t 1 HYDRAULIC DATA l " q HYDWM DATA HYDRAULIC DATAHYDRAULIC DATA _ • • { • • HGLioo • ... e. I 6J • pla &2 • Vioo 12.7 FPS V100 — a 0 0 t 5.5 CFS • 2 FPS •.. 8 Qi00 • 3 CFSi p Vim 12.9 FPS oo 4.7 FPS •HYDRAULIC DATA . .�, 1030 "N' •, ,.,. • . El 1030 — 1030 El 1030 El... T THE CONCRETE COVER ON THE El 1025 • EI 1025 w ^. ; INSIDEEl L REINFORCED • PIPESCONCRETE INCREASED TO PR I II . . MUM L .f OF 1OVER THE Y2" REINFORCINGOF 18-_RCP • _ 1 1 15 DESIGNWHEN THE VELOCITIES • EXCEED 20 FEET PER SECOND. THE cri • • 1 f 1+00CONCRETE I DESGN STRENGTH I . a THESE REACHES SHALL BE • 1 L. . IMF R 9R C21 1` 1 FOR VOF ELOCITIES 1 FEET PER SECOND AND OF 30 RCP 1 f • . • I FOR VELOCITIES EXCEEDING _ FEET PER SECOND . El 1020 El El— 1015 OF r 40 CT 16 LF C4 Co — _OF 10 15, L(C'2 OF 187RCP9 El 1020 ff TEIML A-4 LINE 119 LA rBR41. "F— 7* LATERAL `9-2 L A TSR 4 L "A—2 LA 7ERAL "A LA TE)ML "A I 1+00 1+00 AAI 1+00 1+00 1+00 1+00 LINE "B 1+00 FENCE POST rCO 1 ON A.C. ON NATIVE I I . • . . • . R/W TO BE RERSUANT TO COUNW 2 _,_11 7AIII1111111116wM.- to OF SAN ISPECIFICATIONS. BACKFILL SHALL RE NATIVE MATERIAL WITH NO ROCK LARGER THEN +6 � �0 � I F ��• PRIME COAT • ., 0 DENSITY PER A STM Dl 557 AND WITHIN 2% OPTIMUMMASTLIVE CONTENT. & WEED KILLER COMPACTED I CHANNEL 014- LIMIT OF CHANNEL _j 11 EXCAVATION Z ! ! co -0 L INE "A co Z ......... 't 0 > INLET 5 A�7 7 > J + » C. CDaCO EI II ' SLOPE I PcrGAct eN aCTA11t rutsirlai w •� '' �, »" '� `` c14MRAL WALL .nc®p.»1r+Colic►�1 " •.� Id13t T C04dS 31MILAR 20 SEC. 0 11 w ter. a IN I PENA __ -- ! ! d ® CI► COR F ENGINEERS SPECS.,`•S G1f -1 -1 .j.-�, . � IACAK iT UNC +�►;SELECT FILL MATERIALa :s t►r�a�lsla�� Fac c gra c�:r�� c�r�sra� u LIMIT OF .� � .ti =; CCC NtiEL WALL," 5l1 E NOTED ! ' ! t ! • d RCP i �_� 1 aINVERT. r + C1tt OR ATTACHED t €+Lkt9 INLET 6 { c .. , M! LA ALL EtNF° ftCitiC AC C1iGtt2 To : r 6" FILTER MATERIAL rw`I �' �.°�a � » ' r aPr.•c�Isx F•. EXCAVATION L t , lAGO 310-631 On MIN, Of VVV- SCALE ETEM I N LE1_j 2I N LET yy ► {k; ST t1CTV DETAILS "TCS E VIAW% f r COLLECTOR _ TO SCALE OF 1 ��Ax fat ►.Int r '_ - ► rpAut 014.6 �, f2"r I FT. E�tll.ttit�N. PIPE CRAN11KI. WALE, At11tT8.RG1Na , r lPAC1Na : _ --- - SCALE 1 SCALE 1 AI"ANAtL E{AR3 x. , t etaupa®a wNrx M1 ANCLE CF ft,47A`l AND 1tNVEAT ELF- i CK12T. CARr10 rACr 1 ts4"TO I�I.�II�IYOI� SI_AR 1 ::.t ': WALL etlar. AT VATION TO B ESTABLtSMED 1f p s'fm -_A'10 :f Ct11" EXPOSED REtNFORC►NO 'I >` ii Pqa 4 of �ersl r�k ti c�a. LCOS SECT►9th, CORPS. O EN* sa' Cp tX11xIN0 ctaarl STEELAT CENTER*OF 9 1 ►FiEfIS. T"T"PICAL EAK RACAK CVt L AVAP. 1. b, II r®w1a. LINE ►N4 AND @ ID INTO, TOP, I ' t •` ®•. ® 1�1 30F•S,i. C014C. SHALL GE USED BBT Ka M, A►► 1NAI.L9 OF t ►Cf1 STFtt1CT6iRES WITHIN IHE CHAN1 C) 0 I N.T.S.• a .s!a JUNCTk -SIAUCTURE« " � 1 $EC' � 1 •®:`• ® ,1 i ntMAR! P�iE:L hf 6Y. " �r.•c�Aw. I►ON -c'•tS NOT. ACQUIREE. a..... SC ID - 01 ALL CARS 4 a W'VRLES OT � • 00 t: • � [Ttr.I VISE NOTED. atr cotastaucT►ora p►.atrs. • • , • s o6 0 00 c I I ` ° .. hsr 04 PLA4E OR 2' CK1.rx • 11 `�1{' x®tt • ®r «� .�.,. °" ""°'tYlstllRS C►1AttM S, !�"+1C.$. p ,. ,� 11 .� �' �� A�� Ro�H Rcr G��NK�. 1« ,tzTc � ►, ac a. �-►{ _.,I..i ► �'-i T t a(o" � R ISE PIAN T4 ARE . .F.C�. 1N COMM wa4w At/R enC-K9WT an l AR or { 1 t I I ► V I I I I IC7e, 1 tKpirl saprar 1 tTY ® ' � » ,�` ,T SEOTEO A"A i �•._ 1 11 1 { t 1 t i ► • �,�• i ES IF'T6 } f� �/IS► tV DAT tKxsrinn ♦drrtlt APPROVED .. MAX our ..•. .. — �. •. �. ► L414L 1 1 i ....«... oy i •• • UEC txARiER Yt�iL4'7apyT www... ..� • 1 • .. 91e{!PA FCSlpi6.4 i GiNttN[C k. T Y F R A N CDO ou" A M 0 N 1MVERr, _ t I e t o 1 4 /. E i s° ''0 t o.{ ,7', ( ••.' �! �•• P►�•.'.C^11 11 , "tea. `a CapYCaNQ C10ANAL, INYtAr cera xcrla Ars1r. ' t ! t c, „ {n StiANNtt, IN tine. .• 0"TREET IMPROVEMENT PLANS" i ® o S°p e 1 • I [ CIMENSIOR L1xi ;ct 11r 1 CAP RC1ltr4RtlHa 1b p11. a ,: a ►° ► ®ACA!{ CRtT `V`=EELm To" RM DRAIN IMm0r'hRh0 em 10 9P SMALLER OAA1111aP 8 ROTTOMt. ,«. .. s . IF �,«1 .. .. AN' • ' { «µ lt1`! S TU NT TIO E-E 1 ` ELEVATION PERAIT rnAWPUL �, rTRACT No. 163 1 INLLI j INLLI jC 3 � 1 ► : , r : • „ ,° , . 11 t1 rr r1 Ir r1 AND " rr SCALE 1 SCALE 1 ANE INVERT 1 s , �, - NgTIE1 BEFORE USING STANDARD �(,� ,-- . r � '' • ^ I« '• JUNCTION LATERALS "131' r 1 r AND 'rr rI ftp ��,�`` .^,R THIS STANDARD CAN ONLY BE USED `F`OR PIPES'" 6O�INCNES OR to � y , . �� EACN_PROJECT MUST RE STRUCTURE '1 Ctr L�}�AL DEPRESSION DETAILS e— VERIFIED WITH OAFS � � �'�" d, � .� �,Es�1 IN DIA�rtE7ER PIPES WITH a p1AME�'ER`•GREATER THAN ^ vE EDW THE G f' w f - R u I A Fit 1fU REVIEW �r :THE U1L i" •�` , OF ENGiNE`ERS. -CASE � .� ' � • DATIE . O I �GI�ES E I E ® . . APPROVED BY 0 F- l ,I GT ., : ' , « •" a 6 *,�rFtC F T11E DISIRICT" EziGMEC %" " ' 1 1 _ 1 g +;A • w .. Los ANGELES, AL.t►oi�rti� illi ..t. if • . 1 I I DESIGN 1 (0 LOCKMANI&I ASSOCIATES I 1. ,�, ,� I t L T 11412,E 1",E EPHO N,�A L'El�U .. EERS AND PLANNER DIAL TWO VUt�RICIN OF Civ ARM1`� DRAWN �1-i�ET BEFORE ,�.� DAYS BEFORE �" � :(909,x,4 18FAX(90).486 > A 1 ► E z YOU DIG » The en ineer re arin LUOANU10%E�.ES DISTRICT -� J UNCTION STRUCTURE R.S.I. Z 11. • � �� CHECECED BY: _ . E. 42485 M M YOU DI UNAUTHORIZED CHANGES & USES. 9 preparing 9 1-800-227-2600 these plans ill not be responsible for, or liable for, unauthorized I I DRAWING NO. TOLLFREE LiSERVICE changes to or uses ft l ll �c t t I s st a . .�. X11, 4-3 UNDERGROUND I T1 writing n must approved t r r r f t plans.