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C \ , L14 :f �o F CIO � 3 .Z 3 J O, vLA,`\ 3 ' �o Q) v Q i� i W h (IT— �b W) F CIO � 3 .Z 3 J O, vLA,`\ 3 ' �o Q) v Q � ss dun uau p -b M I CIO � 3 3 � ss dun uau p -b M I t �,qy 'u� dui Aura&, v Z � o 3 O, vLA,`\ 3 ' t �,qy 'u� dui Aura&, v Z SNVId 3S3H1 10 3l3MVMd 3HI At 03AOHddV 3e iSfirl ONV 9141118M NI 38 iSf1W SNVId 3H1 01 S39NVH1 11V 'SNVId 3S3Hi 30 S3Sn VO 01 S39NVH3 43ZIaOH1C1~ 'a03 3I8VI1 NO 'M03 3181SNOdSU 36 ION 111M SNV1d 3S3H1 9NNVd38d 033NIDN3 3HI :NOI.Lnv:) S3sn ONV S39NVH:) 03 imominVNn r 11331419113 3141 90 03NIAD 3141 30 331439119314 3105 3111 WORT 9NISIHV AII11BV11110d 1d33X3 133C011d SINI NO XHOM 30 33NVWHO3H3d 3111 HVM W01133NNOO NI 039311V HO 1V3H A11118VI111VONV ANY WOH3 SS31WHVH H33141911 3 3H1 ONV 03NMO 3141 OIOH ONV A31NW30N1 ON3130 11VHS H013VH111103 3141 1VH1 ONV SHOOH 9NINHOM 1VW80N 01 0311WIl 3BlON ONV AISOOONI1Noo A1ddV IIVHS 111131013911103H SIH1 1VH1 A1H3dOHd ONV SNOSH3d 11V 30 A133VS 91410013101 133COHd SIH1 i0 N01130H1SNo3 30 3SH003 3141 9NIH00 SNOIIIONO3 3115 BOC 1403 A111181SNOdS38 313ldWO3 ONY 310S 3WnSSV IIVHS 314 1YH1 S33H9Y HOAVENOO HOlOVH1N00 Ol 14331419143 31tlAidd WOHl 31014 1ti103dS 0 1r vLA,`\ i� i W h Q G �b W) Z b C �. 0 ►\ O 3 O ' W ° '' . 1410- - o •,1111o =Q b _43 Zt3 a o0 I,, Q — fill >!It Z� v 4-, N, N! tij cb ��t a ��f �`f 4h C,\ @ @ Q w NN03 O ko O\ �R' as� �� t'it st e �, O 41 sit sa �`t �v c c c c c c Zy000�`03� Q ( �i Li o SNVId 3S3H1 10 3l3MVMd 3HI At 03AOHddV 3e iSfirl ONV 9141118M NI 38 iSf1W SNVId 3H1 01 S39NVH1 11V 'SNVId 3S3Hi 30 S3Sn VO 01 S39NVH3 43ZIaOH1C1~ 'a03 3I8VI1 NO 'M03 3181SNOdSU 36 ION 111M SNV1d 3S3H1 9NNVd38d 033NIDN3 3HI :NOI.Lnv:) S3sn ONV S39NVH:) 03 imominVNn r 11331419113 3141 90 03NIAD 3141 30 331439119314 3105 3111 WORT 9NISIHV AII11BV11110d 1d33X3 133C011d SINI NO XHOM 30 33NVWHO3H3d 3111 HVM W01133NNOO NI 039311V HO 1V3H A11118VI111VONV ANY WOH3 SS31WHVH H33141911 3 3H1 ONV 03NMO 3141 OIOH ONV A31NW30N1 ON3130 11VHS H013VH111103 3141 1VH1 ONV SHOOH 9NINHOM 1VW80N 01 0311WIl 3BlON ONV AISOOONI1Noo A1ddV IIVHS 111131013911103H SIH1 1VH1 A1H3dOHd ONV SNOSH3d 11V 30 A133VS 91410013101 133COHd SIH1 i0 N01130H1SNo3 30 3SH003 3141 9NIH00 SNOIIIONO3 3115 BOC 1403 A111181SNOdS38 313ldWO3 ONY 310S 3WnSSV IIVHS 314 1YH1 S33H9Y HOAVENOO HOlOVH1N00 Ol 14331419143 31tlAidd WOHl 31014 1ti103dS 0 1r -Moak, Contractor agrees that he shall assume sole and complete responsibility for job site conditions during the course of construction of this pr6fect. Including safety of all persons and property, that this requirement shall apply continuously and not be limited to normal working hours and that the contractor shall defend, indemnify, and hold the owner and the engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this project. The contractor all be responsible to report discrepancies in plans and/or field conditions immediately to the design engineer for resolution prior to construction, and shall be responsible for discrepancies not so reported and resolved.' Engineer -'s Notico to Contractor: The existence and location of any underground utky p4)es on structures shown on these plans were obtained by search of available records. These locations are approximate and shall be confirmed in the field by the contractor so thatany necessary adjustments can be made in alignment and/or grade of proposed improvements. The contractor is requi , red to take due precautionary measures to protect any utility lines shown or not shown on these plans. Contact tho folffoww*g as r9quirod, 48 hours PrW to oxicavation.- Sou#wm CaWornis Gas Co""": 2191 East Birch Street Brea, CA 92621 (71 4) 529-2889 (714) 529-2070 Southern Callffornis Edison Company 135 1' East Francis Street Ontario, CA 91761 (71 4) 986-5861 Cucamonga County Water D1~ 9641 San ernardino Road Rancho Cucamonga, CA 91730 (714) 987-2591 General Telephone Company 280 South Locust p.O. Box2920 Pomona, CA 91766 (800) 422-4132 Pecift B*N Company 3939 Coronado Street Anaheim, CA 92807 (714)9W5639 M*tr Itan Water District 1111 res -M Sunset Boulevard P.O. Box 54153 Los Angeles, CA 90054 (213) 250-6432 Contact Person: Art Krx)op LINE H SEE SHEET 7 m' Jorm Drain,Plans fo Tract 14380 1 • LINE D-4 LINE D-5 SEE SHEET 3 SEE SHEET 3 —LINE D-9 SEE SHEET - LWED SEE SHEET LINE D-6 SEE SHEET 3 LINE D-7 SEE SHEET 3 Lot C -N- CONSTRUCTION NOTES AND QUANTITIESIV MIL �9_1w.vwv W W -Wo mzm� M.931I W'V_'1V`,1,`V, W, IV, • TRASH RACK •PER DETAIL4--+ (SEE SHEET 13) • -60tL RCP D -LOAD PER PLAN 72 TRAPEZOIDAL CONCRETE CHANNEL PER SBCFCD S.P. 192E DETAIL (SEE SHEETS 7 & 17) WINGWALL PER CALTRANS DWG. D84-3 DETAIL M (SEE SHEET 14) 45" RCP D -LOAD PER PLAN 42" RCP D -LOAD PER PLAN IWIR 30" RCP D -LOAD PER PLAN Q 178 1 24" RCP D -LOAD PER PLAN rAl "Im JUNCTION STRUCTURE "f PER STD. DWG. -Se& 16 -al NGT-!eN STRUCTURE F ER STD. DWG. X,709- SMo MAN H 0 LE "A" P E R STD. DWG. -644 S I Cl MANHOLE PER STD. DWG. 44 I �f, CATCH BAF SIN BET PER STD. DWG. -5e` 3cx•� 1P15K7)M i'.i CATCH BASIN PER STD. DWG.xtg+ Boo; CATCH BASIN PER STD. DWG. W&'30 I IZ V 42" DIAM. PERFORATED CMP INLET PER DETAIL H (SEE SHEET 12) RECTANGULAR CONCRETE SPILLWAY AND OUTLET PROTECTION PER DETAIL K (SEE SHEET 12) LQ 'A TRAPEZOIDAL CONCRETE SPILLWAY PER DETAIL L (SEE SHEET 9\1 36" THICK GROUTED FACING RIP -RAP KQ011111111111 6' HIGH CHAIN LINK FENCE PER SBCFCD •S.P. 151 B (SEE SHEET 15) 16'WIDE CHAIN LINK GATE PER S�BCFCD SP 151 B (SEE SHEET 15) 7_77- F-3 Liffl: CITY ENGINEER,,,,," DESIGN 3" A.C. OVER 411 A.15. PER DETAIL 0 (SEE SHEET 8) §ffSHEET6 SEE S T6 LINE F LINE E-7 LINE F -6 I LINE E I 1 1 SEE SHEET 4 LINE D-1 LINE D SEE SHEET 2 onsultants, inc. DRAWN 1355 E. Cooley DrivesColton, California 92324 BREAK AWAY FENCING PER LA COUNTY FLOOD CONTROL 16) SEE SHEET 6 SEE SHEET SEE SHEET 6 UNE F- 1 1 5 SEE SHEET 2 LINE E-1 %rl DATE Z��f 4 FILE NO. I DISTRICT DWG. NO. 2-D447 (MODIFIED) (SEE SHEET -SLUMP SEE SHEET 6 LINE F-2 SEE SHEET 6 LINE D-2 SEE SHEET 4 SEE SHEET 2 -2 101 BLOCK PERIMETER WALL PER DETAIL A (SEE SHEET 12) LINE F-5 In dexl'Ma P LINE-ENIS 4� SEE SHEET 4 �@ CONCRETE BLOCK PERIMETER WALL PER STD DWG 444 (STUCCO FI a?Q(e SEE SHEE T 6 LINE E-3 I LINE E-4 CO3 CONCRETE BLOCK PERIMETER WALL PER DETAIL A (STUCCO FINISH) LINE E-5 SEE SHEET 4 SEE SHEET 4 (SEE SHEET 12) SEE SHEET 5 LINE E-8 SEE SHEET 5 LINE E-2 WALL PER DETAIL B C(STOMUCCOBINATIOFINISH). SEE SHEET 4 (SEE SHEETjlNING 2) to SLUMP BLOCK PERIMETER WALL PER DETAIL A (MODIFIED DEEPENED FOOTING 2') (SEE SHEET 12) COA157-AtJLArIZ)AJA.10ri-5;AAJI)�2ilAKlrl7-le-5 A C0AJ7_fD. TUBULAR STEEL FENCING PER LANDSCAPE PLANS. Z5 U3 IA15rALL YARD DAAIAJ Srab PER OVAIL 51-lel'7' 7 13 eA. TRAPEZOIDAL CONCRETE SPILLWAY PER DETAIL 1-11 (SEE SHEET 11) I U33 CONCRETE CUT-OFF COLLAR P ER DETAIL J-1 (SEE SHEET 10) 1"5rALL SFLASH WALL PeR DET -AIL sNeer 8. CONCRETE CUT-OFF COLLAR PER DETAIL K-1 (SEE SHEET 11) t= r1k ew. A.= :2 6WM66� 60-157�150 FIE V4 70AI RIP RAP P69 CA17 -RAA16 6P2�c bEc 7z""- Z., JI CpTl> LOOS METHODjS F1_AC1F,44eA1r2.7 f MANHOLE AIR f PER 07A D)VC7--'448 "ool O 0 . 0 *Q1 to. . '. I am /'C'. 4' -0 4a. 4��s REV15EO C0A1.6TRVC770)V AIM -6 A OVAAMITIEb DESCRIPTION OF REVISION CITY OF RCUCAI Storm Drain Plans for Tract No. 14380 APPROVED BY CITY ENGINEER,,,,," DESIGN RJS onsultants, inc. DRAWN 1355 E. Cooley DrivesColton, California 92324 ML -LM -SAS (714) 826-2127 CHECKED 7 1 ...... .. . ..... ........... . ....... R.C.E. NO. CNI341 ELY DATE Z��f 4 FILE NO. Release Date 7,11p = 90 !ll�slgo rz�lo�a� J !z �5/i l9l 2/22/q 3 `4oz 10 �Wa= 13 _-I.=.O oW==W � Y Y = C eoh_ m t d J'W Z �W jfHjt�Q v N = O = W O; fA O W W to = W w Oa�=e.or�m �i�d =eta W•000 tt s = E7 maw ¢i3J 0 J ` 0 0 O O O N ti d ��>EooQ H h t J= U W DRAWING NO. C7CONTROL NO. 7/7: OVERLAY NO. I3lo7 -7r? AC -- AYDur;.f!%fk Ir DATE Ir DATE Ir DATE wrCK WLL 27.02 LF 45" RCP D-1100 (TVICK WALL) Q(100)=234.7 C!S •(100)020.0 Wre •1'11 �. ORS e� CTFSL��IQ T CS -000 CO) • — — — - - �h'I 19 � 00,000 � 4 ♦ i p . 00, 00 _ / L= 164.10' ys'13 44 "93 M 63, in / / (►1� ys i� O !IC 22 _ 4''' ti•�1 23 21 #` 0 Bshsms Court 24 Ards Court Etivvenda Avenue yU of Qft i1•!Il'.YC IYALL A.C. NOTE: FOR VELOCITIES GREATER THAN OR EQUAL * ^ TO 20 FPS AND LESS THAN OR EQUAL TO 30 FPS, H THE CONCRETE COVER ON THE INSIDE FACE OF PIPE SHALL BE INCREASED 1/2 INCH. FOR VELOCITIES GREATER THAN 30 FPS, THE CONCRETE COVER ON THE INSIDE FACE OF PIPE SHALL BE INCREASED I -INCH. R b 0 l D 10 : Q�of E IONRI y ei ca ROBERT P. KILAI , � Na. C 0413 , #� EXPIRES G CIVIL F CF;..,����� CONSTRUCTION NOTES: O46" RCP D -LOAD PER PLAN ® 2C RCP D -LOAD PER PLAN TRANS>71 336 T+) -8TRUCTURE � PER STD. DWG -9M 2 ® MANHOLE "A" PER STD. DWG. 3+ ® CATCH BASIN BEEN PER STD. DWG. 40 0 40 _ s0 1" = 40'_ scale feet r Iwo. RADIUS I DELTA I LENGTH I TAWGIF-I'M 90 625.00' SO'11'00" 547.42' 292.66' ! -m Dr In Curm Defe no. RADIUS DELTA LENGTH TANGFINT 1 45.00' 7.47"56" 6.13' 3.07' 6 45.00' 37.12'04" 29.22' 15.14' 19 625.00' 50.11100" 547.42' 292.66' THE KEITH :: , 1K. COMPANIES �►�►��P YdAiWK n.�r �a�rY .1 :` :rrc«,..+.. u.n r„_... ,.,•., u.nkl .nnui.a. f '4 �. © PEI//.SED COw5Teocnow x/oTE5 q &�93 DESCRIPTION OF REVISION DATE CII Y APPR. CITY OF RANCHO CUCAMONGA Pian and Profile for Lines D, D-1 and D-2 APPROVED BYGLuj` DATE CITY ENGINEER L R.C.E. 4 DESIGN RE COM Y,F NDED RJS= ! f � consultants, Inc. V�� 1 DRAWN 1366 E. Cooley Drive -Colton. California 92324 SHEEI (714) 826-2127 #AL -LM -SAS OF CHECKS[ R.C.E. NO. 0041341 DRAWING NO. ELY DATE 7/6 /flO FILE NO. r Tre^t Shirt) Of,�, _ Release Date �oTs Q� i1 �I S�90 Z, 101_g� —2/,z 2/a3 imOz m� I m: 1-+Tj ~ 1"' CID ' A �► >+M Yx f I en 'W4 N r r -t 4 ;rt Vt ; < ♦ ¢ A C +.. on In in rt 01 ♦N in o 1 i I& TA.+ : #e os r , JtiLfClC f► 2" RC�ndC1C `iixt.L THICK WALL 94.59 451rl .. P D- 18 5 -i 4 171.17 LP 't .b=Ii118 11I ►16 LF J2 " AC? - '160 _. : Q(100)• 103.2CFS 100)18 .8=C1� (100)=1 3. CFS O( 00)+1173.2 CFS r :V(100)= 9.0 FPS V(10opq 3 s V�(1Q0)w1 .0 S S D V(400).418.0 TPS 8 9 78 0 0 7a 10 11 12 13 14 15 a8 O THICK WALL A.C.P. �, Q 0 gT ca H A M _ EARANCE gT ° g `' E INSIDE Su 0#43 31 r V? 869 31 2� ; NOTE: FOR VELOCITIES GREATER THAN OR EQUAL gg g 10 TA 4 +1C 3 Q 1 e THE CONCRETE COVER ON THE NTO 20 FPS AND LESS THAN OR SI,DE FACE OF PAL TO 30 IPE \ 0f 19 1 i 00 3' 91 4 3 6�'b� 82 SHALL BE INCREASED 1/2 INCH. FOR VELOCITIES BC y G 1e'` , 'S 83 GREATER THAN 30 FPS, THE CONCRETE COVER ON O s x G b�i,j'1'OTHE INSIDE FACE OF PIPE SHALL BE INCREASED I -INCH. 4, s 4► L 1 41 88 on r) s11 G I to e+ S N 14 %ft 1 V C H rn14N - NDN H N� C4 a. AU 9� A* — r4 Air C10 156 e2 SO.46 / LIpE D_6 805 y - ,9 78 43 „ y-. --- - 25 y .18 �' S0 M 78 _ 1 ---- e►g►E, all MATER �? - - --- -- _s --- 0 33. 9 2i ---- ---��. 4 • LI LINE D 75 8, MATER D_7 866.2sI 8„ gEWER A40*� w N �'� + h L�jjZ•+8+ , ,e "+ H • ^ ^ • E" ti ,� 84 'O •v to e ' f f o o_ at ,o e� 4n ry ry L- 76.57' L-254.35' co v 6 5 East Overfook DrIm CONSTRUCTFON NOTES: 7O 45' RCP D -LOAD PER PLAN © 42" RCP D -LOAD PER PLAN Effevir0ndeAnvive-nue © 3(' RCP D -LOAD PER PLAN ® 24" RCP D -LOAD PER PLAN TPANSinclk 3 330 81 , 0 STRUCTURE "9" PER STD. DWG. 599• ® MANHOLE "2¢¢(" PER STD. DWG. MANHOLE "8" PER STD. DWG. O CONCRETE COLLAR PER LACFCD DWG. NO. 2-D393 DETAIL J (SEE SHEET 12) ® CATCH BASIN PER STD. DWG.0 ® 42" DIAM. PERFORATED CMP INLET PER DETAIL H Off SHET7 12) JUNCr/GW -4meam-6, "e , Rne 6 w. ows.. 33/ Q $ MANHOLE No. 1 PER STD. "DW6. 316 'rFol p 5 I r,9 r/O,v PRIVATE SYSTEM 645IN 1'Emp RIOT TO HE MAINTAINED 93 ricer BY CITY. LINE D-8 TEMPORARY 4� 51_;.� Starm Drafn Curve Data NO. RADIUS DELTA 17 n 72rK -7 45.00' 45.00'00"- 35.34' 18.64' 14 90.00' 19.11'17" 725 9 l�7 9 NV 9y; } o a °' 4 0 p 31"32100" 572.37'4" H m ' o te M 4.0 N Itt a'a ( i { 7. 4} . ne, t �rl., lr L , ;. i � SCALE. F, r, >n •-f 75.'25 w •LF 4 D-1100 . HOR �. , a 1 4 _ 4 VERT. _. 1" 4' 9 CF Q(2 )146`- V( 25 )=:�153 FPS 16 'rFol p 5 I r,9 r/O,v PRIVATE SYSTEM 645IN 1'Emp RIOT TO HE MAINTAINED 93 ricer BY CITY. LINE D-8 TEMPORARY 4� 51_;.� Starm Drafn Curve Data NO. RADIUS DELTA L&N{3TH TANGENT 10 45.00' 45.00'00"- 35.34' 18.64' 14 90.00' 19.11'17" 30.1'41 -• 15.21' 21 1040.00' 31"32100" 572.37'4" ;",,293.64' Com Grove Data NO: NO RADIUS DELTA LENGTH TANGENT 101 1050.00' 31043'03' 581.25' 298.28' '- .. "74THE 67 3 o_ -107 KEITH COMPANIES... srq CIVtL _��.� II1I9<.rw .w.•lY Yw-•:Yw: (.•If )1 lll.:l11 ♦lN 2 40 0 40 s0 1"- 40' _. stole feet J Fw %A r ERT P. KING �n No. C 041341 .01 EXPIRES 430 �' CIVIL 0 iCEY/JE4 Co&5mzz r r/GWw7ra3 9 8�/�• j ,©�� DESCRIPTION OF REVISION DATE CIT Y APPR. CITY OF RANCHO CUCAMONGA Plan and Profile for Lines D, D-3, D4, D5, D6 and D-7 Line D-6 and D-9 Trt4"at 14 0 APPROVED BY - DATE CITY ENGINEER R.C.E. 24f7' ? DESIGN ____ -__ RECOMMENDED RJS �,4 S u consultants, Inc. DRAW N 1355 E. Cooley Drive•Colton, California 92324 SHEE1 ML -LM -SAS (714) 825-2127 3 OF 18 CHECKED R.C.E. NO. 0041341 DRAWING NO. ELY DATE FILE N0, 'ire.Ct Short of n Release Date 7/ /90 ro/s0qo /z//0Pg� �2/22�93 de m0z La Z1 -mw UJ j U) 3<�0 Q 2 H = N Q' V 2 W Q.S N LL a Wd. W W � O o. W = � �Oi Z zz'> 2 :>LUm W 0 Q w U 2: > CL v o w.mJa N L" < � W �. z 0 Z m 0 W gl- X = 0 a H LL W -, W W 0 omF-< Z '^LL0 r-o0z D 2)V) z V w (L BENCH MARK NO. 148-B 1 STANDARD BRASS DISK IN THE NW CORNER OF A 4' BY W FOOT DROP -IN -BOX FOR DRAINAGE •�s Q. 1 3 b°r�G CULVERT AT THE NE CORNER OF HIGHLAND AVE. AND ETIWANDA AVE., 66 FEET NORTH OF THE C/L OF HIGHLAND AND 24' EAST OF THE CIL OF #Z2 s ETIWANDA. ELEVATION = 1432.612 CB*32 i ► . '�� i �'� It C �^ 'L C5y _4706 �., � 24' RCP E w rx j i7 p 43 CbNC . COLLAR 11 j a 1 D-1590 tv 4-4 c- ! /L INT 10�.fr / �\ 5 S' 8=0.3284 ci OPIPE:1707.1 + t l �tcI NQ 0 1 FA 0. e o i > a°o �4w4 \ lDENT2CA), PQIN'T6 s\ C i�3 ,. E i \24P' 1 0 f 0 o D} S # t0 S 1A , CB 1� .�a16 - oo � to s JS. CFs 1 kb ri Q 1 10p )_ 4 a© H 1A 6' z e a N +' I o r ��L INT 01 'y r C _ t-, - t ' 10 \ c eb Iy AOD o0) ;#6 < 11'0 710 me 46 C) 04 - - W-4 04 40 f4 r► 2 V4 ,o `� o yr N '� o `' 70 24 VCPLafi(Ie -,i� �.i�1ie G o Er, m . v'+ SEZ D- 1540 94 .4 18.02 L1~ 36" RCP D-�f.5Q0 '� '46 ,C� Sf0 9 + + # + + t. r Q( )_. N o d L IiTT s 100 6�.1r C F5 ^� ^� '� m r�- V(100)= 91y FPS 40.2Q Lt 36" RCP r4 A SCALEI: 1 'Lry Q(100)= al.sF3 ' . 40MRI4•1 v(100) rc•s�4 Ln� 3' 24" 'RCP (H=AL) + 00 LF r 1 -�50t289.3 LF 3VER 11 4` II -1540 432.80 I1 36631� V(100)= 112 Q(100)=6zoc> V( oo)=/o.7fPs v(l o)=1» F(SQ100)= 43,8CP5 aQ(loo)=w. 86 -k 7 6 5 Line E 4 87 3 2 See Sheet N s% Carmello Court 0 3.49 L! 36" RCP D-1500 (THICK WALL) A10. 5 T �� Q c loo) = os. Z «s Centerflne Curve Data: �"'. ,° ! %v,�4s, ,i�IO 78 w V(100)= /w,1 Fvs 9X Cl C `�S1.6 - �W �, 4 L=21 .37' N sT ° itW 3 ON 54 55 56 57 �,,6T'1I 58 N a o 21 CONSTRUCTION NOTES: ''� 0. �J6 a x r+ a 76 36' RCP D -LOAD PER PLAN s NO. RADIUS DELTA LENGTH TANGENT 35 45.00' 84.25'02 66.30' 40.82' 104 500.00' 10'28'30" 91.41' 45.83' 147 839.00' 14.10'16" 207.51' 104.29' 0 �' 78 24" RCP D -LOAD PER PLAN 33I /�' JUNCTION STRUCTURE "/C' PER STD. DWG. •6A8- E�g L=65.01' 54.07' ® --i 73.92' 70.00' 75.00' 86.60' " 35 O MANHOLE "" PER STD. DWG. 54 t j� _ o O CONCRETE COLLAR PER LACFCD DWG. NO. 2-D393 DETAIL J (SEE SHEET 12) Storm Drafn Curve Data 2+34 C\j 300 ------ .46 BC 8" SEWER --- -�-- - ;� O CATCH BASINS PER STD. DWG. - - - - - G ria rive - - E - t O ---- - --- -- --------- �IN E 3 - ---- -- 8" WATERS ----'� - N44'24' 10"W---- 87 CATCH BASIN � PER STD. DWG. 3A4•• 0,00, _ 76 C/L INT JS NO 2 L_62 S� - - 2+07.12=0+00.00 LINE E-4 L=31.62' N 43.39 75.00' 75.00' 75.00 40 a 34.19 o 25 5 22 c NO. RADIUS DELTA LENGTH TANGENT 13 45.00' 52'56'43" 41.58' 22.41' 26 45.00' 39.17'08" 30.85' ,16.06' 27 490.00' 9.46'36" 83.61' 41.91' 31 490.00' 0.41'54" 5.97' 2.99' z n 5 a w ISI :; TnWCK WALL A.C.P. U ,� Q A M! EARANCE COMPANIES f� + rn o a N \ `r�, W C%j INSIDE SUR �M p + Ln wLn 00 � � :,.M,.-,. „� ,` ,,,,,,, ,,,,, .,,, NOTE: FOR VELOCITIES GREATER THAN OR EQUAL y, ...^ ti a N + w • 0 20 FPS AND LESS THAN OR EQUAL TO 30 FPS. o ►a o M M N z %o E- THE CONCRETE COVER ON THE INSIDE FACE OF PIPE C U+ H o w I a z SHALL BE INCREASED 1/2 INCH. FOR VELOCITIES V r, d' z °D w rn �' w w 6• LI-K`E/y 'C (TREATER THAN 30 FPS, THE CONCRETE COVER ON r± U ,o ,4 d, z �o x x 78 M �', ��� Sy �.� THE INSIDE FACE OF PIPE SHALL BE INCREASED I -INCH. 31 H + E4 29 28 27 26 25 24 o co W +Cn to MIC GD `' 23 N n H 30 ^� too tD Cn z o U) b �-.-- - - R�FESS10 ZL ZiEVIe60 CDit/5TrUCr10A1 A107E'S Fi4bIF d/� � � � 84 \Ho H �. o v N� � p�6-30-9% Q a + _ ti 76 co N U o N `n " o a a Lot A `�q M NQ' �`��'y�, DESCRIPTION OF REVISION DATE 0111 Y A, \_ C/L CB 1K22 W=28' V=6.52' 87 ST STA 26+96.74 INT 4 NO 1 0+1 .53 +00,00 LIE+00,00 LI�E- FOP Q / R T P. KING Z No. C 041341 A * EXPIRES "Ll �• S ` CIVIL OF CA TI TL LINE A SEE IMPROVEMENT PLANS 24th Street FOR 24TH ST. STORM DRAIN } 78 N89E24' 10"W 1 _ 40 0 80 ---------------------------- 1 40' -------------------- - 40 - - - - - - - - - - - - - - - - - - - - - - - - - - - - O - - - - - - - - - - - EXISTING 16" WATER --- scale feet O EXIST FIBER-OPTICN CABLE+ E 0% N ~ N a +� N 01%n E' II 4 CITY OF RANCHO CUCAMONGA Plan and Profile for Lines E, E-19 E-2, E-3, E-4 and E-5 Tract No. 14380 APPROVED BY - DATE "0' CITY ENGINEER R.C.E. 2453 DESIGN = -_ _ R E C 0 M ENDED RJS j&'=-= _ _ = consultants, inc. DRAWN 1355 E. Cooley Drive -Cotton, California 92324 SHEET ML -LM -SAS (714) 825-2127 4 OF 18 CHECKED R.C.E. NO. C041341 DRAWING NO. ELY DATE -7141-IfO FILE NO. 43S Tract Sheet j of 0? Release__ Date Jo -S-90 it/is/go 5 � � R1��19� 2J22/a3 mOz LU i m w U) J Uj 0 N H 3<�0 Q -z xV-Z K z 55a o d N Q. El W K UJ _ E1 UJ X C7 I'_S°x Z z z En = W o < W U LL x > a V mea W w < < tV z W z 0 i no C W gam = soaM f LL Uj 0 < Z O �LL(� moo W Cr Ua�3a D `oma mom, :om O d = Z O �- ,n - y _ t C d¢ddc Ju+. �zy��JW -t Ux `t ZpuWi Cy z � E= HVf ioZ= H WWI - IRE ¢ = Z � U U C3 ¢ Z Q ¢ Ooo of;J : y=;=22 J t p 0 0 0 0 W N WoWo�o:.1 DRAWING No qo CONTROL NO bit OVERLAY NO. LS fZ B, DATE _ - By --- DATE Br DATE 6+06.36 C/L MH NO 4 BENCH MARK NO. 148-8 STANDARD BRASS DISK IN THE NW 1+76.114 't ��. CORNER OF A 4' BY 8' FOOT DROP -IN -BOX L INT JS NO 5 •� f; ti o FOR DRAINAGE CULVERT AT THE NE ^'E q ~ CORNER OF HIGHLAND AVE. AND �,t �► a, �`' ETIWANDA AVE., 66 FEET NORTH OF THE C/L OF HIGHLAND AND 24' EAST OF THE C/L OF ETIWANDA. 11B #13 (;B *12 tB 036 ELEVATION - 1432 612 its 4 (lg aqt it aq •''i in{ „..._ .. .._... _ w. _ ._...._ } j I / - •�3 / W3.0 04tgo) t.v-�Vit. � . _ L46 3 b . 1713, t j QC,bo) JI G -t. 3 $ 7. z 04 QD • 1. , �� 1 14" RCP 1 N� 16 o /I -7 . 0Q w°' • ti 24" RN��+cr } o 4, R P LIN E .E-9 �,�� > D-1500 J_7j�� N_050 tl n)'s L1 24" FtCP St=D.1iL8 ;�` - -.-- �`v` i �JSO•�00 V r _ - _ ..._D7,{L4 __ ,_.._o._...__.._._..�.,,_,,.� ... _- .__.�,_, ..,..�. _,......__�,._,.,._.„� _ _ .. . _.,< ..._.w ....._.. M � e , _.< b _ - .� �S 100 - S o '� .�► / g / V(1-00�=3Y =0.0.278 V( )=111 r0 026 tt Q( 100) MA. � 7 c, ~ !�/' /. ,�' •�, c9 /- S966A i V{100)=4 ZUgo 2 .. � 07, 'E'n E•+E EO+ r G S. •+� /' ao,� / 8 fiZT f1 0^t I 10.182 f e � ri E tt i p17 [reo) kC.c. `' 17x3• I AD 011,=to ---�_ - Q - - -- - tDE}fTIICAL PbIN'r EojkF�! - E-74 t- a Eriiil � G - E - q p4 E, 4" RCP do.13 F ' •- O 1` 1 ;L i 150 N N Q(100) 8.1•Gf5 rn f V(100 )_ 7•76 fP5 i LlAfE i N .4 ` t cc T � lett Q a7 ! o0 0 `� 3 + tet. + • in n . 4A EPcco cs• Ln '� L SCALE: Qaa O '(TRTC10 Q+ 27.21 3HORIZ A.- 4a' , C' Dla + E.' + + [1l .i .i a o o t'1;+11Itell HALL) # (TRICK WAIL) 4{iflo')= 31,o�fs V(100 = /�ZY Fps 229.0`1 LF 30" RCP D� 1500 2g1. T9 LF 30" RCP D- 1500 VERT. �•► 4' Centerline Curve Data: r LA {1 0)= 1/40,7CX7v(10 ;= 40-01�s -5 Qj1O0)=yo-1 C<5 V(100)= 20.15 INE E cps 0 1 2 3 4 5 6 \ THICK WALL 31.98 LF 36" RCP D-1500 Q(100)=57.7Cf5 V(100)= 17.0 -P3 QA E THICK�AlR. C. PLEARANCE88 IfE IN 83 NOTE: FOR VELOCITIES GREATER THAN OR EOUAL Socorro Drive TO 20 FPS AND LESS THAN OR EQUAL TO 30 FPS, Cambria Drive THE CONCRETE COVER ON THE INSIDE FACE OF PIPE 3 SHALL BE INCREASED 1/2 -INCH. FOR VELOCITIES "' I J GREATER THAN 30 FPS, THE CONCRETE COVER ON 42 I THE INSIDE FACE OF PIPE SHALL BE INCREASED 1 -INCH. / I En 38 41 i> 39 40 0 H r)- 4 . q X x ry CONSTRUCTION NOTES: w torq v �� ST STA 3+54.80 u= ,"�� 9' L-34 00, L=114.02' p "� C/L CB #31 8 7fi 36" RCP D -LOAD PER PLAN ' 11 + 69 53 2 - j- - -- Iy� W-18 V-6.5 O L 5.00' L=64 .86 j N U --- y _ - - ' - -_ _ I 6+36 .66 30" RCP D -LOAD PER PUN ST STA 22.14' _ _ _ _ _ __ LINE E 5 30 t 0. C/L CB #2 24" RCP D -LOAD PER PLAN -- - - i� �77t W=28' V=798' 6 78 78 3 G TFS 0+38.98 C/L INT JS NO 4 - INE E- 7 78 -LINE E-8 78 11 -' - _� 10 81 STRUCTURE 15" PER STD. DWG. 5A9- ST STA 0+42. 34 10. 53' RT 76 f N 1 ; •1111ii ' O1 N44 02 4 ES, 10 N2S' } ' 20"E ` 2s 77 0 5o"E 9 . �, 36 14,�w �' 7 1 LE ,�„ PER STD. DWG. 35fig6 0+10.00 BC O MANHO t a - _ LINE - Q A F- .................................... u+a.T. {1� _Z11 11 __ I �.� _•_-s---;� � - - • - • , , w _ _ _. _ - - _- � _ � . T _ � � � _ - - _ _ __ - N 3 7 E 0 6 ' 2 2 " W 78 �A i L INT MK NO 2 I - \ _ --_ _- ��-9 - -8 t= LINE E -lo CATCH BASIN PER STD. DWG. 36+ -- p+00.00 C� -� LINN6332 53 E O301 0 ' LT I --- r r_ _ _ 74.55 p0' $ 7 T 5e 5• ST STA 4+00.39 1 - . _ - � 0` � �� 7 64 LINE E I r~ 6 2 .: a ` O CATCH BASIN PER STD. DWG. �8�- 7+20 a i a.�a' �� �' 29 - V Z ©® AfAA(A'0 C "/" /E� 0W. QK/G. 310 + x 000 51 0 0 49 ►� j o QEF ssto V� E+1 lV1 N .+ Fy .. _ N 54 53 H N o u 52 •�� '^ ' u `" o .Ni �o a o+ E+n N •a 'o ''' "' U W+ I I U \ In w N o, s En • o , V1 , E CO C�, W + V \ 0 _ r THE coz ON OC Eq wF' En U oa Q aD WN n a m Eno ,y Eo N N QP 4 KEI 1 i 1 An F N H J7 : r COMPANIES ►a + + N N See Sheet No. 4 + H c it H + '-'�'-' 3 + o o 1.6 E'.,..- ,.,,. nr,.wy. o V) Uti - N ,n o Eo to 88 %Q CIViI to 88 WeSf Qverlook Drive 40 0 40 so 1�� = 40' $Cole feet NO. RADIUS DELTA LENGTH TANGENT 104 500.00' 10'28'30" 91.41' 45.83' 119 555.00' 5.19'00" 51.50' 25.77' 120 555.00' 18.47'56" 182.10' 91.87' Storm Drain Curve Data NO O RADIUS DELTA LENGTH TANGENT 10 45.00' 45'00'00" 35.34' 18.64' 22 45.00' 8'4821" 6.92' 3.46' 25 45.00' 36.53'33" 28.98' 15.01' 28 510.00' 10.28'30" 93.24' 46.75' 29 545.00' 3'29'51" 33.27' 16.64' 30 545.00' 18'47'56" 178.82' 90.22' ??,of ESS1 pk�l ROB KING I No. C104'1341 �D EXPIRES � V i j►J CIVIL lilt. OWF /Q 490,96_0 C0A157r6,C 771.9 / A107e5 fj �► �% DESCRIPTION OF REVISION DATEGIT Y APPR. CITY OF RANCHO CUCAMONGA Plan and Profile for Lines E-5, E-6, E-7, E-8 E-9 and E-10 Tract No. 14380 APPROVED BY = DATE y- e'- j' CITY ENGINEER R.C.E, 24953 DESIGN RECOMMENDED RJS- €_ consultants, Inc.' 1355 E. Cooley Drive -Colton, California 92324 DRAWN SHEE1 ML -LM -SAS (714) 925-2127 R.C.E. NO. C041341 5 OF 18 CHECKED DRAWING ELY DATE p/�_/fa FILE NO. Tract Sheet_ of l Release Date Ip- 5_- aU 1slgo /ZIloilo l 29 9! 2 /22/93 igoZ Q1) 2FOmW J�NU_ a Q T x N K Z �0S< o °C t a^'aw W K W OC La oa =m W Ge <w a W V 0 ac _g LAJ IV i�<g iCr ozo W° 1- = Wae �0W� U y� W O t 0 m F s- a - � a N E- Uwf oomz : mLN=�m i JC,o O U � W Q ¢ _= o o o ¢ �fA 3E yti BJH W O o ;K <¢<¢z d - O, .. C y V t._ Cr = O h O< h Q O =o=Wo¢ �• A 0 u J ; W < W = y = U OW U ¢ O U orW��;o= ¢•- ¢ z < ¢ z =;=y J i - p 0 0 0 0 H < ¢ O S U = C] z c� d m CL_OUB JiE OooOc VJ H<JS U.� DRAWING NO. CONTROL NO. f2ilI OVERLAY NO. Lal I + aow . f: �. p. B� DATE JBPY - DATE 8t DATE BENCHMARK NO. 148-B Ey N ) STANDARD BRASS DISK IN THE NW CORNER OF A I a°z I - 4' BY 8' FOOT DROP -IN -BOX FOR DRAINAGE f # CULVERT AT THE NE CORNER OF HIGHLAND AVE. AND ETIWANDA AVE., 66 FEET NORTH OF THE C/L ti I ( a ti I OF HIGHLAND AND 24' EAST OF THE C/L OF \ t h Ra►' f ETIWANDA. y fv ELEVATION= 1432.612 a E ' FS ! ter } cB 15 �' a , . Ey E � i >: I t a a .......... .......,..-„ ... .._,4,1.,.,..r........,....a...a..-...a._,,.,,.,-.+--,.--r----•-i : �V' - - .- w. -.... . ..... ,.....,«,..-..�,/.-.._.. ,....: e. .. ..- -e-...,........... _...., ..... .,.,,...,.-.-..,-».. .,..y. ,,.._, �T� ...w.e. J G a SIT . 7 � a 4,� I ►� • ��4 i ; 4� }: : 112 j < cs �r 2'7 97 ianLIIf� EIRfDAnt CEEB .: I } I OF PIPE �� r� � ��v �4 �' Cg i ;P8 j t sto 1111 r)4 i7viv_z tc►e�e�►ut; t CH2 4 F4 X38 �' w O bio X38. t ; 8 21-3 B. ! i .4.t. I - 2'�03 �tOpl / 5 .x� - } — ? 2 I � # t C/aE�7 Arc-7��C 17 �3 b i ,r�croe)n6<=173fY '� `0 ;0? t 190?�98: FIs 35 ;4g rya 9 LtNE' F-5 at,00) act- t7�� y ' �81NV I �� i L �c 24" IRC y 2' f -� i aio• f \�1;6.1 IDENTYC 1►0I]kT ,� - RT /' <'� �,, j p„ D -15O0 �ftL41 G `', H.. - _.._ _.._. _.__. _.- .- . � __ . _ _�_.._ __ p __-__.._�...... f .. -� . < __._.....�._,....__....... . _�_ , .�._. � X35 a �-�--�-�-•�7- 0. ' / ,j' L' ' 6 Drt s1721,__ - ' : CFS _ S '7 � Y $=0 0668 V(100)=.z,y rP4 - . l e •: o o O ' $ ' I ,5 LUPE N - , < . b - \v fl x y� t 'n q o o }�� 2+l" 2' 'LO •1 D-2000 0� 6Sf E7 �� . ./'•� / I t r0 H f'+f 1 \'� - `D-1500 �j Q 10 }=y ir•S Cf•� C3 an c a, n a . r>. a, - 6 + n . 3 i 31 v (100) _� !. 75 PPs c o� + + + z / /--��� i I f /- 43.32 LF o + �* c� d o lg0 `Q(100)= /.1 Cf5 I + O fl Q } N 6 4 O �i :" - 24" P ;(100 i o• y AP5 I O I � cIle .+.E r' y � - D-15 0 160:45 LF i 6.10 F r .T ,�'q .6d I IDSNTIC11L (�o� /' 24 R P 14.OQ Lflr { f r, )!'DINT 24' RCP D-100 5i.0'� Q(100}=�6Cf5 f 10" f D-2000 24" RCP - �-+ 5 0 R7( 00 .7` / IS. Q i e a1 2ebo utc G ,�c �} } = aos % 100 = i► 3 t5 - ' I Q( ��,vAt a /' � � Q(10}0)�6.>� CSS S.{4' # A / 0 z, r Fvs V 10 o ) _ 041 f , _i MID ps .b i •�-� V(100)- 151 ` . H { z No H z tt11 �l E F-5 -fi 1V E F-2 LINE f-4 EINE -1TIPN fn r .� V 1 t 1 t t b Q III YU r1 b ANU Ltab I "AN 1)"( CWUAE- E ED ov rra, THE CONCRETE COVER ON THE INSIDE FACE OF PIPE NO. ll DELTA LENGTH TANGENT or © O In O N iv N H� R.C.E. 24953 0+00.00 Q atM € A 440.00' 6'07' 20" CAM © 3#. 3# LI o . j('!'�Cl� Lj � , (Ti41CX WALLS ,r 10 v' � 19'41' 17" x"14RiZA„ - 46 76. 35' 24” RCP 2158,44 LF 24" CP -2000 176.46 LF 4" RCP D-150010.91 LF 24" ACP 145 825.00' 0 VERT.. 1- - 4, 121.02' 0(100= 20,9 CFj V(100)= 14.35 Fos Q(100)=:t20•/Ct5V(100)= /6.7y Fps D- 1500 (THICK WALL (714) 825-2127 ML -LM -SAS 6 OF 18 ir< 148}.�a i r id'Q(}0$)- 6,6, CF5 } CHECKED R.C.E. NO. 0041341 DRAWING NO. (THICK WALL) Linl V(100 17,oy FPj ELY DATE FILE NO. Iy3J-Q 0 2 3 4 5 7 CenteNfne Curve Data: r NOTE: FOR VELOCITIES GREATER THAN OR EQUAL w.0 b Q III YU r1 b ANU Ltab I "AN 1)"( CWUAE- E ED ov rra, THE CONCRETE COVER ON THE INSIDE FACE OF PIPE NO. RADIUS DELTA LENGTH TANGENT 45.00' 815.00' . ® SHALL BE INCREASED 1/2 -INCH. FOR VELOCITIES i�- SE 7N/CK WALL R.C.P 81 GREATER THAN 30 FPS, THE CONCRETE COVER ON 35.34' 119.55' H� R.C.E. 24953 0+00.00 Q 92 440.00' 6'07' 20" 47.02' 23.53 ' if OQ x LEARANCE THE INSIDE FACE OF PIPE SHALL BE INCREASED I -INCH. 93 440.00' 19'41' 17" 151.19 76. 35' E -•E L= G -O E INSIDE 88 cu, 145 825.00' 8'24'17" 121.02' 60.62' TRANSITION 5TRUCrURE 3 ?'ER 57o. WC 336 lZ �a a. w W - O _ H o� 1 W-4 0 CD U)�704 �W� o z r �_ - (����,��I Storm Drain Curve Data x to N a a W LINE F-4 78 �+ r�-y , - sem, En to Ci ►�-` U O CIO A to 1w CID o W N00' 35' 50"E U e` �1�1(If'' OM -1 'tr� ' CAS R F7 x o M i8 + H N 0 N h p oo �p Fes- by 0A N .Ni 1 �° Utnv c� NO. v i DELTA G1' H TANGENT n r 45.00' 815.00' 45'00'00" 8'24'17" 35.34' 119.55' H� R.C.E. 24953 0+00.00 Q C I, IpT 17+19.77 ' RECOMMENDED =ST STA 62+80.23 1 ® SEE IMPROVEMENT PLANS A,E FOR 24TH ST. STORM DRAIIN c .~' NO. RADIUS DELTA LENGTH TANGENT 10 20 45.00' 815.00' 45'00'00" 8'24'17" 35.34' 119.55' 18.64' 59.88' Carmel Knolls Drive 3 � aFEssj O En ri �° Ox9 +� �' °o o ''' opo + a y G� * X10% ��� N � �' N80.59' 53"W '=ST STA =ST STA 9+76.83 ' ca •N+ E+ END LINE F-6 r4 , SIC' PLUG END OF PIPE 63 'L _ 92 • _ -j---�--- ----- -- —, - - 1 �S 10 _ _ y 1 ----`- —moi _..-.__ 1. ' 59" ^ 0 7 ^f " 78 LINE F-3__ 78 — " s f ►�� P�\ s �'i: OF 54.12 20 _ �Ai 9 00 07 E LINE F-2 O 78 N35 59 53 W f3 10 29' __� 10, 48.67'T N35'59'53"W 5,5 ,E X26' �50EEE ° 0 350 29' ---_—� 93 S+`T� No N00' 35 � , . 7 - LINE F-.� I - -_ . LINE F - .+ LINE F-5 78 � 4 1.91' iII W \ THE N54-. 00-' 0- 7- "E .C- 6F- 3C0A, --`9�C7Q ` \' FQ �KEITH 3e=1i6.COM P._A.,N_I..E.SCML 9 5 OPbb L=24.10' L=23 02' I G-..•,— ., a L = 31 •10 'N 4 E X TEND STORM DRA//V L /NF F -t • 01 C4 34 ICID I z� w 35 �'�o 47 46 45 dQ V4 in d• o " o O N '� t-4 GD I z ,"'� `O ,�, DESCRIPTION OF REVISION DATEI APPR . + v-4 r4 N� ' a �H o 1 z CITY OF RANCHO CUCAMONGA 24th Street x x �` Cambria Driverj 3 .� 10 h Socorro Drive d H H O r` Plan and Profile for +o a m r+ 88 in U+ V, M OT In N e•1 n E r' V) � In O En to 40 0 40 so I'#= 40'and scale feet Cervantes Pla(A� N In p%1 z N to gq E4 U � a \ U A> E I' OQROFESS;QN�`e� ROBERT P KI 0-1 C ' CONSTRUCTION NOTES: 78 24" RCP D -LOAD PERP PLAN 331 Unes F, F-1, F-2, F-3 and F-4 F-5 and F-6 Tract No. 14380 APPROVED BY DATE r - �I , ., CITY ENGINEER R.C.E. 24953 * EXPIRES�S Q DESIGN __ _ --_ RECOMMENDED CIVIL �, ® CATCH BASIN APER STD. DWG.•69 RJS = —_ � = _ _ - --� consultants, Inc. A,E c .~' Afgx1#OGE '1"prc 5TO. afv- 3/B DRAWN 1355 E. Cooley Drive -Colton. CelifoinIe 92324 SHEE1 - I I TRANSITION 5TRUCrURE 3 ?'ER 57o. WC 336 (714) 825-2127 ML -LM -SAS 6 OF 18 CHECKED R.C.E. NO. 0041341 DRAWING NO. ELY DATE FILE NO. Iy3J-Q J Tract Sheet _LL— of "t Z Q COW W W N f 3Qga V Z W O.NdCL. W X W W 0 H d LLIS E' E' 0 x Q N- ►-- a�Wco 0 w pow U=> Cl4 MW wq 6i j CL W w¢4!k o z Wa 0zm F- W�o.a F—U. OLWM W W -ihQ N u- 0 0. U8 F Z Vw 0. mWo�� OO� mz-z RAd >- ~ Q ® O �I�` cc Cm 2C ca m LA- z=+ozwJ O c -D LLJ c w Of�ZJJ O.. amv CCQ�aoJ U=�vQowac ►- 44 Z Cm RK Cm ii? W w C/3z0=W o0 �I G/30W�J.�i a' W zQ�=®�LLz W J Q y= zQ Q W O vacs►—=wx= aLug ==zIEy ►- c,s0 � Q�a=ZZW'W (m coo 1- zC= = LAJ ®s em CM Qvlz�aci— �z,�s�W—W � zZ3zC* w LZ Uj - " LU C= cis vaQJS6�LL F..............�... _......... ........... r❑ B S I L A N P WAY ILS EE rRAcr 15q61 MJD 4 SEE DRQ WING ra.9 8 r R 8A5//V DETAILS 4# PA D 4r 97 L F- 9 / S. 45, 3.6' 8" 11 15.2 ...,._........ ..... . .......... . .... ...u._._.-,___.,..._.,._...,...,,_.,..,,...... ACCESS ROAD i 2 "14,11 � l °' AC OVER 4 NOTE: CONSTRUCTION PER SBCFCD S.P. 1426 Section -1 Concrete Channel Typical Section N.T.S. Detail 0s� ........... ...... `BY, DATE ( BY DATE: _.._ BY: DATE:_. 1 52-I1-4-06 zn ca o rte' • « `';, NY 53 00 0 0 No. 62183 � �" ``' ' -76%� .. ....ww,,....._..a„.. • , tl. .70 Exp r Q) ., a•., Y yy'Y C 7 "... �"+. x x. "•; . r� k V! - •� r' * .. ,;. ,"', mp .,,.'j err % 75 H 41 uy ter°°, 741. •..., •., '., � r '4 '?wµ:, .++AM✓+af . .. Qk„� (•Jlir� Chfl l civil KEITH ° COMPANIES comwwom Inland Empim ;a. 11690 Carmr Aw.. /300. Marina Ve/kr. CA 91331 (71063J•01J1 !' ERL. G.rb.s W/LI— M•P ! ( 1l O E B ! .1=1V 11V6 . ..._.: _,. U if'� U/SEI 9101CA 1 %41rl I IW 0` rtl&A 0” ell r s! 05LL DESCRIPTION F VII CITY CONSTRUCTION C I PTO 0 F iff""' Am' "ROZO H 0 67TRAPEZOIDAL CONCRETE CHANNEL PER SRCFCD S P 192E DETAIL C (SES : SHLE'T 17) �)8 RECTANGULAR CONCRETE CHANNEL PER DEAN N (SF -E SHEPT 12) Plan and Profile for 77 & HIGH CHAIN LINK FENCE PER SBCFC;D S P t SIB (SSE SHEET 15) a 98 16WIDE CHAIN LINK GATE PER SRCFCD SP 151 B (SEE SHEET 15) 99 3" AC OVER 4" CAR PER DETAIL C 11 SLUMP BLOCK PERIMETER WALL PER DETAIL A (SEE SHEET 12) \ , ncr f nnei �► 4 7A 4 3 80% 107 1 VSTALL G ` 7"41BULAR FENCE PER 57D. DWG. 608. � ROBERT P. KING a t- HCR.EOAJ, APPROVED BYf No 04ZA15TALL YARD DXA1AJ.5TU& P6R ADATE i4r CITY ENGINEER o e a - 7 DESIGN • �� i U 1 � .RJS y l tconsultants, Cooley I DRAWN 1355 E. 1 (714) 825-2127 SHEET 40 0 ! 80 r 7 OF 8 scole feet r C041341 DRAWING N �:; • DATE -7161 If ' FILE NO. . of . .......... .... .. ....... ........ ...... ... . ...... - .............. . ............ .... .............. ......... ....... . ....... 7:4 =4= .......... .......... I ...... .............. COD C]py Zoog C-2 WO = = LLJ NE Lj- >.: = COO u - LLA Cm =C.3= LAJ Lu = C5 LAJ LAJ —j -J w LAJ 2C CD 2C y is 2e UJ (m Co LLJ Lu LLJ C. -I Cm LAJ LL_ Ld Cm iff C;5 LLJ L P LAJ La y0®Qet= J C= CM UJ uJ 2m CJ� C., = W.J 2C E.3 I,— --j m CM E5 CS'A 6 DI --W4 BAK ir0AJr1AJd6d5 Lu Ce. CID 0 z rr e, AA d ;D .45 * . 3" AC OVER 4" CAB 0 CO (A z w aRod r srj-ez ee,11 5 F- 0 1* NO (h CC Z Lu Z Cj:5 0: JL UJ (L d: 4 N Lij ui 0: UJ 5PZA9W WWI, De'rAIL I-1,FeE6-Aj. W Lu , Lu 0 = z F- F - & =1 LLS < Q 0- ez u uj 0 w U. > AY CL w 0 w CO _j CL -j 3PLAS/4 IAIALL DZ -7 -AIL ui Lu z w z co 0.% 0 4. T.s. ..... ..... 0 LL W w W W in 2 z (el) (<D 0 CL (a P z COD C]py Zoog C-2 WO = = LLJ NE Lj- >.: = COO u - LLA Cm =C.3= LAJ Lu = C5 LAJ LAJ —j -J w LAJ 2C CD 2C y is 2e UJ (m Co LLJ Lu LLJ C. -I Cm LAJ LL_ Ld Cm iff C;5 LLJ L P LAJ La y0®Qet= J C= CM UJ uJ 2m CJ� C., = W.J 2C E.3 I,— --j m CM E5 CS'A 6 DI --W4 BAK ir0AJr1AJd6d5 m V --dm ;Am III Y ♦I'm =m . . . . . . . . . . . . . MM�lit-Mago NINO! ............. IN F I I I "drad 1111-- • AP DESCRIPTION OF REVISION CITY APPR. CITY OF RANCHO CUCAMON("i"A • Plicagn and Profile for 0 Line H concrete Channel ERT P. KING4 TRACT NO. 14380 WINE C 5F UPMES 4 It -i I z 144 M - DESIGN RJS consu DRAWN Itants, inc. 1355 E. Cooley Drive*Colton, California 92324 SHEEf (714) 825-2127 ML -LM -SAS 8 R.C.E. N 0. C041341 OF 18 CHECKED zo` DRAWING N ELY i DATE 0 FILE NO. _zs TQ Z� yt/57J6 rr e, AA d ;D .45 * . 3" AC OVER 4" CAB 211AVVE4 aRod r srj-ez ee,11 5 1* NO NOTE: CONSTRUCTION PER SBCFCD S.F. 192E A C-415 T G 12.ouA,,0 4 (SEE SHEET 17) Section 1-1 67 1�9 Concrete Channel 5PZA9W WWI, De'rAIL I-1,FeE6-Aj. -#-4 Mv&-Z .4r24"0X. Typical Section N.T.S. Detall 0 3PLAS/4 IAIALL DZ -7 -AIL 4. T.s. ..... ..... m V --dm ;Am III Y ♦I'm =m . . . . . . . . . . . . . MM�lit-Mago NINO! ............. IN F I I I "drad 1111-- • AP DESCRIPTION OF REVISION CITY APPR. CITY OF RANCHO CUCAMON("i"A • Plicagn and Profile for 0 Line H concrete Channel ERT P. KING4 TRACT NO. 14380 WINE C 5F UPMES 4 It -i I z 144 M - DESIGN RJS consu DRAWN Itants, inc. 1355 E. Cooley Drive*Colton, California 92324 SHEEf (714) 825-2127 ML -LM -SAS 8 R.C.E. N 0. C041341 OF 18 CHECKED zo` DRAWING N ELY i DATE 0 FILE NO. _zs TQ Release Date sl�s/�o j IoTS/9 [ [ 2/22/93 -� C m .•oz - Q 0 o m = = w < p H \ caWo�_W s Cr v i a �eNS��L :�=�La�W - _ �v>ji�ao t7 yr=o�•.,oa : < y t U a o o o oa z s O W=o� m Oaa<a:;— s c��Ws�oso CL so fA n 1; , J` 50, ------- _ 1 __- _.. �.._ \ : 35 It FL SJ CNAW 11NK FEA'(f 12" " 2-t4'8 2-#4'5 /-...._., ..._..._ _... _ _..__ / \ ___ 98 CONCRETE SHALL HE Soctlor� D')' e r - - VARIES 3..I 14 - �' CLASS 680-B-5000 `.,\ __.............._' / I Z/° +►' 545 fess _ __ 3 : 1 (MAX) S�1'E �' ` -- - . ` J r t. j 1 Z S. 00 A A LL F I 1A STEW 3 TO BE CULTURLrD NONE w'_.M,.,\\ ._ h'EFR (ASNI.AR PATTERN) UNLESS OTfiFRWISE SECTION DB4 BASIN BOTTOM ---- - i o3 NOTED . Iso /?so ,. -- �' 1, _..DRPRIS BA9TN TO NATNTATNED BY ~'`"" --" ~ • ' i 7�t �`l DEVELOPER UNTIL AFCORDATION OF TRACT VNR1Es EY • j17... / ---`_" _ .. ---- 527. i TU BGL ASC STEEL dt jl. '� •_..-....,.. _ •.: ,. w `..,. / / ... ,.,�. __....-. ' �-„1..... � .-,` , �y ��. `1j�-� __ _ _ _ ..,._.... .S Z8 me4./S � _.. , I o � CNA/N L/NK FENCEJD _ 1 I-- _._ �.► _ ,a 3s, s 1� _....... _. ,.. ! o EXIST/NG Gi70uw0 ^ / `\ 6 X. 6- 6/ 6 ,•Airy V�421E5 _ /, z 'may ,,• ,__--'� -.,. �,rr P'la SECTION D83 3.1 �+ _ _ - >� . �o 00 8r -o two ..-f \_. �`, �.� �Ci10lf C-�., 80 g - 3 t : ' ' GPa�ti .5'9. � f a beti L d w D/ 4 _ o 44 F- _ l' BASIN BOTTOM `) Trape idal Concret6 Spillway 'C+ �_ _. TRACT BOUNDARY �' `` S _ O N.T. - V\ : v 99 v. 00, . v RIMETER WALL , . A ` -r.... ._.�...-.....0 _ _ i # �, - h EXISTING GROUND . ,. 8 f o Q _ . /s oo rw SECTION DB2 �* 4 s s`E , (ye✓ .196 �41vtz'�� ' Cl►4�_ _... _ 4330. vo BASIN BOTTOM ! 1 8 1XIST I T r r • l VELOCITY DISS IO C/L BI'OAKS ON 1. ERS VARIES VARIES / `',. \ . �` _ _. _.._ (ST D ' - 1� 22' TO 25' 20' To 23' �..•... �, \ `,. f '' . � ,',-�_.`�...- :,,�• w i r,__ t \\ (t `` F 4 E DETAIL X \ /' �' .. - \ o , 7".. -.,.- ... `•...... PER SHEET /2 - I __._. _. i . L _ D 28' 12' PERIMETER , RIS/DES~IL'M _ 3 /b WALL / / i EB NG! BASH! T -• ' HALF STREET �`� ~` - i , , _ 1727 ,, f /`� _. ' SZZ-031'47"Id \W f _ INL STRUPER'�� 3 3 `�• tw r •. ,� CTUR pol/ 3.2 (g ''' E' CHAIN LI>A7C IENL/E �............ .. ......... I/ O�� a 4T'IitFET STORMDRAIN 3VAR ES LOpE� 0C 'n -4 TO 99 CdKSTRUCTE :` \.. _. _ /."'` _ ..... -.� o �•� $i*1iNS SEE DETAIL E / ' ►7N;f d:t !Li►n r' W/BREAK AVXY PO S \ -~ r OM BASIN POTT � ... ___.� � �\ ..-..._ ... �- �— 1'it Basin S Sheet fi VARIES ACROSS RPILLWA 0 iT �� : SECTION ,, y _ _._ „ 4O 0 , - -" > SP �i•I,W21Y .. � F / - - W, --PRO , - ; A = 33. scale feet q,n PROFILE SCALE: 1' = 20' HORtZ 1' = 20' VERT. CONSTRUCTION NOTES: O WINGWALL PER CALTRANS DWG. D84-3 DETAIL M (SEE SHEET 1,+) ® RECTANGULAR CONCRETE SPILLWAY AND OUTLET PROTECTION PER DETAIL K (SEE SHEET 12) ® TRAPEZOIDAL CONCRETE SPILLWAY PER DETAIL L ® 36" THICK GROUTED FACING RIP -RAP ®7 6' HIGH CHAIN LINK FENCE PER SBCFCD S.P. 151 B (SEE SHEET 15) ® 16' WIDE CHAIN LINK GATE PER SBCFCD SP 151 B (SEE SHEET 15) ® T AC OVER 4” CAB PER DETAIL O (SEE SHEETS) t® BREAK AWAY FENCING PER LA COUNTY FLOOD CONTROL DISTRICT DWG. NO. 2-D447 (MODIFIED) (SEE SHEET 10) 102 CONCRETE BLOCK PERIMETER WALL PER STD DWG 811 (STUCCO FINISH) 1 CONCRETE BLOCK PERIMETER WALL PER DETAIL A (STUCCO FINISH) (SEE SHEET 12) 104 COMBINATION PERIMETER/RETAINING WALL PER DETAIL B (STUCCO FINISH) (SEE SHEET 12) 105 SLUMP BLOCK PERIMETER WALL PER DETAIL A (MODIFIED DEEPENED FOOTING 2') (SEE SHEET 12) 106 TUBULAR STEEL FENCING PER LANDSCAPE PLANS. w, • / _._ f . _... _ _ 103 `� �, i -�, ,� '�. -� ......._ 1 4wo 3 4 is - Rio < h 103 , i.f?4 ' �" _ 1 Q? "~`` �p2 \ _ 1( 03� -t .. .r.-� ._ - f c D Q/ES 3 , ......... tl. ?189.24'10.r4 0 _ _ _. f � ` s E o z - �. ao f ori' [, - 8 � ' 9 � o _ _ �� l L L I . r �;40�sireet (r� v i• �� RAO. , �4 i t TEMP. 9�1 S I N C>� S t� �� M eI� ✓ ' / D� !! I ,�=----' i / - y ` F4 y��rr jj '• f 77* U 6nd d� bis )FES � .,� ,\, _.._...w.-...-..... /-"'`,, ....-•.-- ..._. .` .. / � F t� , :-� L AODEO.PEFEPENCE /(/OrE, OELETEIJ !�/o.�o ' �.. ,. >� � ,'`•--'" _ ""-'--. .. _....._..- � I 1- `cEli /�t/E ,r>�1�...3 e�l� CITY DESCRIPTION OF REVISION APPR. DATE / _ '�'•�� 4,13 , T� `K rIC�` %`..._. 1 M S o - a CITY OF RANCHO CUCAMONGA • - :J.«,.... ... ...o-.,.i..•.W., c..n!) .>..us -us. '� `,t1 " �j� /� \ Debris/Deslltin Basin Fo,c Q for QapFFSStpN �► Tract No. 14380 ROB KING - No. C 041341 A APPROVED BY - DATE,--,- CITY ATE l -CITY ENGINEER R.C.E. W7`3 * EXPIRES 4 3��t x DESIGNFNAf4rconsultents, RECOMMENDED Q' inc. TXT ' / CIVIL f. RJS ' OF CAl�FO� D"W N 1355 E cooler Drlve•Colton, California 92324 SHE[ 1 ML -LM -SAS (T 14) 625-2127 9 OF CHECKED R.C.E. NO. C041341 DitAWING NO ELY DATE FILE NO.11111- P y '� Tract Shut of 0 Release Date FZjio, 9� 3�s �► F s, 9, 9 !3 41 2/22/93 �Oz mWWo:a, oomz—.: ¢ H O > W - O.uZW W¢ LL i 0 i J� lowo=WJ \ 4L Wm¢ V, W� Off' C 0 ¢ U J _J W H. =�'S U V J ¢ > J W Cr 3E Q J f y d O J U J < Z O W Fz d z -WW>E.W W y ¢ 3E Q p Z C y 0 t W¢ O C4 = O = O ¢ LLJ Z �coiso�;= W s W x t= W O H xy�vi UW C �=>=z�W C3E- 47W¢Sd W O W C� Q 3 0 x J 1. L' S W 0900 t <x Z ~ ¢ Z < S W31 = V= Z 3 Z N 000 d V J f z 0 la �� 'PE"�c . e4 Tr —6r 50. 'A 2 N '" Tract No. 1480 04APPROVED BY DATE —T .. 1 a NEE ...{ .`24th Street - - R.C.E. CU. E. Z{4� 95� 3 RECOMMEND EDDEStGN --= ...... _ . o RJS _ ..... GAS _consuItants.Inc.R= 010. Gb h' _ DVN 1355 E. Cooley Drive -Colton, C alifornia 02324 $NEEI (714) 826-2127 ML -LM -SAS OF 1d ' `"""_,-- �• CHECKED S— R.C.E. NO.C04� DRAWING N� ELY DATE /z//S%!o FILE NO. 'Trect Sheet 53 of J DRAWING NO. ICL.— J.Z —S.D J s CONTROL NO. 0/1317f' ,� OVERLAY NO. f� 791 *A j MA$Tt� ��k;. 4PDRO�EO INDEx By DATE By DATE _. — BY —DATE_ �� 'PE"�c . e4 Tr —6r 50. 'A 2 N '" Tract No. 1480 04APPROVED BY DATE —T .. 1 a NEE ...{ .`24th Street - - R.C.E. CU. E. Z{4� 95� 3 RECOMMEND EDDEStGN --= ...... _ . o RJS _ ..... GAS _consuItants.Inc.R= 010. Gb h' _ DVN 1355 E. Cooley Drive -Colton, C alifornia 02324 $NEEI (714) 826-2127 ML -LM -SAS OF 1d ' `"""_,-- �• CHECKED S— R.C.E. NO.C04� DRAWING N� ELY DATE /z//S%!o FILE NO. 'Trect Sheet 53 of J Release Date_ C-Isl )G i40 [ __ 6-1111 2/22,/q t — _ 1 99: �0B zv 0 W � ~ W W Q ` d V p W �o W � N ll 2 W r N t Z�� N �m �S `s W=fit W11'.�hvgzo HESS_ 3:1 MAX Section 0-0 NTS � IAS iti BOTTOM CLm' INTE BASIN BOTTOM &CONSTRUCTION NOTES: O!l�/.{/G TYPE .YEAOlv4LL rP OETp/ -/ JOE JHEET / S4 1L Ll I IILL O 044 RCP D -LOAD PER PLAN ®/.ti 7YOE NEAOlUALL 1019 -J l 4 TGw RiP = E� C467;in4 .5 5EC• 7Z-0 ""!F1 If!". -fl iOU WC7TY00 Q f CEME�i/7; Z. 7' 1W1C.<"NEyS M///. 9 6• HIGH CHAIN LINK FENCE PER SE,CFCD S.P. 1518 (SEE SHEET 15) ® 16' WIDE CHAIN LINK GATE PER SBCFCD SP 1518 (SEE SHEET 15) TRAPEZOIDAL CONCRETE SPILLWAY PER DETAIL 1-1 THIS SHEET i CONCRETE CLrr-OFF COLLAR PER DETAIL K-1 THIS SHEET Vw TfASN T,4r&A-T DETA/L F -Z �3EE 5116W 7-13 Ar m, ,. •' 12r 10' 1 15' rn A '~ SYI.44P.TR CAL I ABOUT C/L ROBEP. KI � N APPROVED BY ,� ;� �� � 6� .. I 1 � C 40 O c2,; r . tel' W 3:1 MAX Section 0-0 NTS � IAS iti BOTTOM CLm' INTE BASIN BOTTOM &CONSTRUCTION NOTES: O!l�/.{/G TYPE .YEAOlv4LL rP OETp/ -/ JOE JHEET / S4 1L Ll I IILL O 044 RCP D -LOAD PER PLAN ®/.ti 7YOE NEAOlUALL 1019 -J l 4 TGw RiP = E� C467;in4 .5 5EC• 7Z-0 ""!F1 If!". -fl iOU WC7TY00 Q f CEME�i/7; Z. 7' 1W1C.<"NEyS M///. 9 6• HIGH CHAIN LINK FENCE PER SE,CFCD S.P. 1518 (SEE SHEET 15) ® 16' WIDE CHAIN LINK GATE PER SBCFCD SP 1518 (SEE SHEET 15) TRAPEZOIDAL CONCRETE SPILLWAY PER DETAIL 1-1 THIS SHEET i CONCRETE CLrr-OFF COLLAR PER DETAIL K-1 THIS SHEET Vw TfASN T,4r&A-T DETA/L F -Z �3EE 5116W 7-13 Ar m, ,. Is BARS ! CENTM OF CUT-OFF COLLAR Dtall K-1& A Concrete Cut-off Conar NTS WO aft 2 140--114 ".. w 1►pen SMi bar(ht.l—� I % " c 3/S "Shea_ Section A -A HOLO -00" c • 21"DIAN 10 "UG! C.S.F. j I (' I 147 DRAWING NO C�o- .4-2,1�g _ Mae CONTROL NO ?gq -7,M OVERLAY NO C : Q 711 Z�q�` 60' 2S' Igo 0 q 25' utv • mjr jGE / OQ / 6 x 6-IUA, err I ` "418 *� vv 12 CLABS 560-C-3250 __ Trape2oldal Concrete i I N.T.S. 1 NO. W"02 _ \ I 1 l fi In 1 T firm »iaw FOR V -GUTTER DETA II,S ,, $ --- T —Alf 11 ..a_ -` � 1 •� f6 I Ao 1 r oo S - �� i ►1 _ .._W._- I o TZMP6RRRY W-7 y RTI OW 6111 •� )Y BEDLFOPERATED AN �11�T1�" 1 is• nor. !1 0� r i 1 BSc+ Shffww - ' 0.0064e _ oo FL�R� /G97 k /G J7. GD /Z. -- 6)0 - ,�� • - 1 !: Y a � BOTTOM VIEW I I 9 41,W "0"' O 5EE 51/EET /O�Q >j'L•iJ1! T z. TOP PLATE I f ,p 04 - S!E vv AIL FOR p ►-- ''��_� r ti ---. s' LOCKING DEVIC! f` 1� 4Y .. .,.... - _ _ •-' - G"T! 2" DIAN HOLES ! _1_4 6 " OC BOTH WA" ' 1 t ,.-...�, -�.�.. �. .- R- ! S. 0 0 h Stre *f/'Tlr ZItiIC Fit'I�CE F t . _ _ `q 100 0 CORST%[ICT2'D M/BprA wAy 1N�' B09' ti f �-�L . I� POST _ ACROSS SPILT s�+� 2' ZS I ; A ������������:9,0 0/'Z.4W!6 O&119,'/0. /0 - s — - D, ----------wyEXISTING 16" /ATER_ � IST11 O TC - - - "°^. ... !- - T 5 UT61)CE DETA/ 5T�UCTUrPE 7�WF_3 ~, r _--•----__-... � �---- ..-- CITY �., t X10 DESCRIPTION OF REVISION DATE ._ /IPPR . CITY OF RANCHO CUCAMONGA Tem c�rary Detention 8v�1n KEITH�� ' and Une A-2 - COMPANIES y--- w.,a . - o�oFEssl'QN_ N _ _- ���._...._ .�. ",....,.......�t. ,,,.,..,,. Tract 1430 zwnwim Z 2.5�S-#5 NOOK ONE END 2.5' rn A '~ SYI.44P.TR CAL I ABOUT C/L ROBEP. KI � lo � ,-,--r_-� 3` APPROVED BY ,� ;� �� � 6� .. I 1 � C 40 O c2,; r . tel' W I I 77 R.C. ! _..E _ . A A W, r+S j W 40' stole feet TI DE S'C►� RJS ENLreconsultents. RE CUMMC DED • perforated C & CIVIL �, ��� D -, �o- �J7 Inc.(AC. 165 E Cooley Orlr..Colton, CNifornt• 047Y1 -- - --•• i •4 ' I I � � 5' - 5 HOOK ONE EN .5' L c'A`,,. fr)IT1T.T.V cphrr..n (711) •!6 -lift Is BARS ! CENTM OF CUT-OFF COLLAR Dtall K-1& A Concrete Cut-off Conar NTS WO aft 2 140--114 ".. w 1►pen SMi bar(ht.l—� I % " c 3/S "Shea_ Section A -A HOLO -00" c • 21"DIAN 10 "UG! C.S.F. j I (' I 147 DRAWING NO C�o- .4-2,1�g _ Mae CONTROL NO ?gq -7,M OVERLAY NO C : Q 711 Z�q�` 60' 2S' Igo 0 q 25' utv • mjr jGE / OQ / 6 x 6-IUA, err I ` "418 *� vv 12 CLABS 560-C-3250 __ Trape2oldal Concrete i I N.T.S. 1 NO. W"02 _ \ I 1 l fi In 1 T firm »iaw FOR V -GUTTER DETA II,S ,, $ --- T —Alf 11 ..a_ -` � 1 •� f6 I Ao 1 r oo S - �� i ►1 _ .._W._- I o TZMP6RRRY W-7 y RTI OW 6111 •� )Y BEDLFOPERATED AN �11�T1�" 1 is• nor. !1 0� r i 1 BSc+ Shffww - ' 0.0064e _ oo FL�R� /G97 k /G J7. GD /Z. -- 6)0 - ,�� • - 1 !: Y a � BOTTOM VIEW I I 9 41,W "0"' O 5EE 51/EET /O�Q >j'L•iJ1! T z. TOP PLATE I f ,p 04 - S!E vv AIL FOR p ►-- ''��_� r ti ---. s' LOCKING DEVIC! f` 1� 4Y .. .,.... - _ _ •-' - G"T! 2" DIAN HOLES ! _1_4 6 " OC BOTH WA" ' 1 t ,.-...�, -�.�.. �. .- R- ! S. 0 0 h Stre *f/'Tlr ZItiIC Fit'I�CE F t . _ _ `q 100 0 CORST%[ICT2'D M/BprA wAy 1N�' B09' ti f �-�L . I� POST _ ACROSS SPILT s�+� 2' ZS I ; A ������������:9,0 0/'Z.4W!6 O&119,'/0. /0 - s — - D, ----------wyEXISTING 16" /ATER_ � IST11 O TC - - - "°^. ... !- - T 5 UT61)CE DETA/ 5T�UCTUrPE 7�WF_3 ~, r _--•----__-... � �---- ..-- CITY �., t X10 DESCRIPTION OF REVISION DATE ._ /IPPR . CITY OF RANCHO CUCAMONGA Tem c�rary Detention 8v�1n KEITH�� ' and Une A-2 - COMPANIES y--- w.,a . - o�oFEssl'QN_ N _ _- ���._...._ .�. ",....,.......�t. ,,,.,..,,. Tract 1430 zwnwim Z FOP �RT ROBEP. KI � APPROVED BY ,� ;� �� � 6� DATE (' I 147 DRAWING NO C�o- .4-2,1�g _ Mae CONTROL NO ?gq -7,M OVERLAY NO C : Q 711 Z�q�` 60' 2S' Igo 0 q 25' utv • mjr jGE / OQ / 6 x 6-IUA, err I ` "418 *� vv 12 CLABS 560-C-3250 __ Trape2oldal Concrete i I N.T.S. 1 NO. W"02 _ \ I 1 l fi In 1 T firm »iaw FOR V -GUTTER DETA II,S ,, $ --- T —Alf 11 ..a_ -` � 1 •� f6 I Ao 1 r oo S - �� i ►1 _ .._W._- I o TZMP6RRRY W-7 y RTI OW 6111 •� )Y BEDLFOPERATED AN �11�T1�" 1 is• nor. !1 0� r i 1 BSc+ Shffww - ' 0.0064e _ oo FL�R� /G97 k /G J7. GD /Z. -- 6)0 - ,�� • - 1 !: Y a � BOTTOM VIEW I I 9 41,W "0"' O 5EE 51/EET /O�Q >j'L•iJ1! T z. TOP PLATE I f ,p 04 - S!E vv AIL FOR p ►-- ''��_� r ti ---. s' LOCKING DEVIC! f` 1� 4Y .. .,.... - _ _ •-' - G"T! 2" DIAN HOLES ! _1_4 6 " OC BOTH WA" ' 1 t ,.-...�, -�.�.. �. .- R- ! S. 0 0 h Stre *f/'Tlr ZItiIC Fit'I�CE F t . _ _ `q 100 0 CORST%[ICT2'D M/BprA wAy 1N�' B09' ti f �-�L . I� POST _ ACROSS SPILT s�+� 2' ZS I ; A ������������:9,0 0/'Z.4W!6 O&119,'/0. /0 - s — - D, ----------wyEXISTING 16" /ATER_ � IST11 O TC - - - "°^. ... !- - T 5 UT61)CE DETA/ 5T�UCTUrPE 7�WF_3 ~, r _--•----__-... � �---- ..-- CITY �., t X10 DESCRIPTION OF REVISION DATE ._ /IPPR . CITY OF RANCHO CUCAMONGA Tem c�rary Detention 8v�1n KEITH�� ' and Une A-2 - COMPANIES y--- w.,a . - o�oFEssl'QN_ N _ _- ���._...._ .�. ",....,.......�t. ,,,.,..,,. Tract 1430 zwnwim Z FOP �RT ROBEP. KI � APPROVED BY ,� ;� �� � 6� DATE � C 40 O c2,; r . tel' II_t4-2L_ CITY ElCfE 77 R.C. ! _..E _ . EXPIRES G 40' stole feet TI DE S'C►� RJS ENLreconsultents. RE CUMMC DED • perforated C & CIVIL �, ��� D -, �o- �J7 Inc.(AC. 165 E Cooley Orlr..Colton, CNifornt• 047Y1 D�`..�.�(� NITS ,caQ�� I � � S�E E� c'A`,,. (711) •!6 -lift go I OF OF (,p,t.% CkECKE [, R.C.E. N0. CM341 pM,WINIC NO ELY DATE s 4 FLE NO. tip -'-t SIS 0( ...� .... 4 { Release Date 57Jao> �d/9- o C 2�22�q C W K in O z O N Z�muw x ui Q v Z Z z x z K W d N 5 d W W C W = �Oi G7 �<�� 2 zz1 rc ,um u Mo=W CL W V 0 O Km�a N i<<� W Z m W CK ` 10 W_ t 0m < 2 _ 3 >j. z0z > a n p z K U w CL Q O z a o t .�zom < - h - H r 7 U< m U d a a ¢ f a < z O W U z > n < r Q H? Z O= Z W � hzOz u.0¢ CL C Z ¢ Y W = O h= d O r V w ¢ Z ¢ ¢ O p p 03, i 3 2 _ z o J t O 0 0 0 p W Q Q O Q O Z V t d o= J f 2 p DRA WINO NO q Q 9Zg SQ OZ CON T ROL NO SBS OVERLAY NO6 l Tract Sheet 5-3- of i�- -,/ { Release Date [ f2�lo�g0 IZ9/91_ [_ 9Li�l9i C 2/22/q 3 EL- - -� C_ W mz a O 1- 0 W N (f) z m ,w W JWNz 3zM0 V) f' =vera Z 2 W gWga W W a wO a W S = W � � < O s < iY :DUJm yaj 0<W U gC,X> a C, a m a W wt<� !V z 11W Za z m 0 "I 0 - = W lr a E �0N� Z _ji z < m1-< Z O'^amu r-�0z'A dwPz <a V�f3o m oz c: oomz z cel .•i Q� o� ao B 77, tv Ce W - o� o o�Wo_�v H U i o inn � fNso�L, =-' z v �_� ozwz -o cr 5 0 2 f y= W¢ o hzo= ooc r.7 Ws�ato� z _oha`o; o W i d o s a v I.L aC �d �Zr f:l W z a ac 000 CD3, 6 _ �==3z J t O 0 F 0 0- aW W O Z U U z v p o z f a =o 3'- 3" X 1/8` STEEL PLATE SILTATION COL R- 2" SCHED 80 GALVANIZED PIPE VERTICAL 6" X 1/2" STEEL PLATE N RING / 7/8" BOLT HOLE I TYPICAL 2" SCHEQ/80 GALVANIZ PIP?.. 1 Section Bottom Sup po Ring Trash Rack NOTE: TOP SUPPORT RING IDENTI- NTS CAL TO BOTTOM SUPPORT RING EXCEPT THAT 2" SCHED. 80 GAL- VANIZED PIPE WELDED ACROSS TOP RING. Section B -B Top Support Ring Trash Rack NTS C/ PIPE WIDE X 1/2" TEEL PLATE RING 2" SCHED 80 GALVANIZED PIPE HORIZONTAL 211 SCHED 80 6" X 1/2" GALVANIZED PIPE STEEL PLATE 2" SCHED 80 CONTINUOUS GALVANIZED WELD SIDE PIPE SPOT WELD D i f TOP 12 '- 8' 1.5' 9'-d" 1.5' 2.5' 645 HOOK ONE END 2.5' I_ A SYMMETRICAL( I r�r.BOUT C/L I, �~ TT ( I -I 3', 111 I I I I - It W w Z 0 a4 ' O I car! a.- O a rr x 3-"I I I �` of � I " L_�� .1_L 1_.L- l__ i/� A _ , X2.5-6 #5 HOOK ONE ENU 2.5' _ EQUALLY SPACED #5 BARS @ CENTER OF CUT-OFF COLLAR TOP 1 6" x 1/2" STEEL PIPE D -D e - a 0 rrT�s N Detail Jus 1 133 Concrete Cut-off CollarA NTS Section A -A TOP SUPPORT RING tiB J 2" SCHED. 80 GALVANIZED PIPE to 'Ill6" WIDE X /4" STEEL PLATE SUPPORT G. CONTINUOUS WELD T INSIDE OF VERTICAL PIPES 36" C.C. TYP) 111111 N LL LL 1L11--Ij til Illi I II II II II II II II III I IIIII ''' I II II II II II II II II III (III A BOTTOM SUPPORT RING. BOLT TO OUTLET STRUCTURE (DETAIL D) / A 3'- 3" X 1/8" STEEL PLATE SILTATION COLLAR WITH 2" DIAM. HOLES @ 4" C.C. BOTH WAYS (SEE DETAIL). TACK WELD COLLAR TO 2" DIAM PIPE AND BOTTOM SUPPORT RING. 2" P E 6" IDE X 44" Sr,'EEL 01toI� PLA E SUPPORT RING 01 10 OI . 11 31- 3" X 1/ ' 01 l0 pI 1 - TY STEEL PLA pl 10 OI 10 of 10 01 10 HOL BOTTOM S J Ll - 4" TYP Siltation Collar Detail A E �ee PLAN I Verist 2 • � 5 .r s (SECTION A -A U TYPE WING TYPE s�ip4 15 0 12' II I-1 40 T - - 2 15 II WING WALL REINFORCING .�J I - m %. 1�77 Alt. Detail C� 2 F 5 ALT. DETAIL C e Ir.qw- ti CS i- LII QETA�L f-7�-_` - E■rN w PN M 3 1I .oHM I 1- . 4 Wa J ISH 2) .-- \/ ^�, C �� 11 CONTINUOUS .•,. SECTION B -B 6 X 1/2 WELD SIDE 66fr �\ SINGLE PIPE U L i PE STEEL PLAT (7 14) 825-2127 U TYPE WNG TYPES j TYPE WNG T`/P OF SPOT WELD \ Cone "Port air � a, r i :'k - ',=.L BOTTOM - - - - O - LEES.I C � SBS 'N C.Y 1 LBS. C'' L3S j 42" 13' I 4 BOTTOM . 1 1 7 1 1 30 35 2.69 130 1 3 ', 6, 2 ) 4 1 48' 1 - 611 x 1/2" STEEL PIPE 197 \ 54 5 Section C -C 5 0' 2 301 60 5 1 Section Bottom Sup po Ring Trash Rack NOTE: TOP SUPPORT RING IDENTI- NTS CAL TO BOTTOM SUPPORT RING EXCEPT THAT 2" SCHED. 80 GAL- VANIZED PIPE WELDED ACROSS TOP RING. Section B -B Top Support Ring Trash Rack NTS C/ PIPE WIDE X 1/2" TEEL PLATE RING 2" SCHED 80 GALVANIZED PIPE HORIZONTAL 211 SCHED 80 6" X 1/2" GALVANIZED PIPE STEEL PLATE 2" SCHED 80 CONTINUOUS GALVANIZED WELD SIDE PIPE SPOT WELD D i f TOP 12 '- 8' 1.5' 9'-d" 1.5' 2.5' 645 HOOK ONE END 2.5' I_ A SYMMETRICAL( I r�r.BOUT C/L I, �~ TT ( I -I 3', 111 I I I I - It W w Z 0 a4 ' O I car! a.- O a rr x 3-"I I I �` of � I " L_�� .1_L 1_.L- l__ i/� A _ , X2.5-6 #5 HOOK ONE ENU 2.5' _ EQUALLY SPACED #5 BARS @ CENTER OF CUT-OFF COLLAR TOP 1 6" x 1/2" STEEL PIPE D -D e - a 0 rrT�s N Detail Jus 1 133 Concrete Cut-off CollarA NTS Section A -A TOP SUPPORT RING tiB J 2" SCHED. 80 GALVANIZED PIPE to 'Ill6" WIDE X /4" STEEL PLATE SUPPORT G. CONTINUOUS WELD T INSIDE OF VERTICAL PIPES 36" C.C. TYP) 111111 N LL LL 1L11--Ij til Illi I II II II II II II II III I IIIII ''' I II II II II II II II II III (III A BOTTOM SUPPORT RING. BOLT TO OUTLET STRUCTURE (DETAIL D) / A 3'- 3" X 1/8" STEEL PLATE SILTATION COLLAR WITH 2" DIAM. HOLES @ 4" C.C. BOTH WAYS (SEE DETAIL). TACK WELD COLLAR TO 2" DIAM PIPE AND BOTTOM SUPPORT RING. 2" P E 6" IDE X 44" Sr,'EEL 01toI� PLA E SUPPORT RING 01 10 OI . 11 31- 3" X 1/ ' 01 l0 pI 1 - TY STEEL PLA pl 10 OI 10 of 10 01 10 HOL BOTTOM S J Ll - 4" TYP Siltation Collar Detail A E �ee PLAN I Verist 2 • � 5 .r s (SECTION A -A U TYPE WING TYPE s�ip4 15 0 12' II I-1 40 T - - 2 15 II WING WALL REINFORCING .�J I - m %. 1�77 Alt. Detail C� 2 F 5 ALT. DETAIL C e Ir.qw- ti I I I-� -� i- LII QETA�L f-7�-_` - E■rN w PN M 3 1I .oHM I 1- . 4 Wa J ISH 2) .-- 1 24 4 ELEVATION .•,. SECTION B -B -- P II I I Y d ft or roster •.. 1 ' SINGLE PIPE U L i PE DIA. DIMENSIONS (7 14) 825-2127 U TYPE WNG TYPES j TYPE WNG T`/P OF I W \ Cone "Port air � a, r i :'k - ',=.L PIPE L I E F „ EI. L` W ,. Y; LEES.I C � SBS 'N C.Y 1 LBS. C'' L3S j 42" 13' 71 4-1 2. 0" 3' 0" 4 0"1 15', 1 1 7 1 1 30 35 2.69 130 1 3 ', 6, 2 ) 4 1 48' 1 4.6 2' 6" 3' 9- 4.6-1 197 15312 48 '84 1 3.43 i 252 1 4 C61 288 1 54 5 4 3 3" J' 4' 6" 5 0' 2 'i 3 31 -6 3 z 4 3.9 16 363 60 5 3 3 4 3 6' s' 5 6-12 38 2: 3 94 10< 5 336 j 142 66' 2 ' 2 4' 0" 6' 0" 6' 0" 3.38 291 4 :56 'w 1I 9 :,8 454 i ' 2J' 516 72" '8' 1 18" 4' 6"1 6' 9" 6' 61 3 93. 3681 5 521 117 la 7 " 522 1 3 301 5881 78 _ 3 6 i' 11 4 50 I ; -0, 1 18-20 _ 533 84" 9'.1034'; 5 6 3' 3" 7'. 6-1 5,21 540118 i 5 1 319 3.50 067 E10.801 786 e -B Note. u mansions E dna t_ 8PPIY to wing type oniv NOTES AND U TYPE HEADWALLS or. R►p1- r, La to not grealer than L. (Ses Plan. swoon) FOR 12" TO 36" 1. Skewed Pipes: Oimension W to be increased to take care of increased width or length d to skew of multiple pipes required et • par titular Install pilon B u 2. Toot of headwafls. on grade culverts, shall be placed parallel to profile grade when the LEGEND ON PLANS grades ate 3% or more. _ 3. Concrete shall be 560•C•3150 4. Exposed corners snail be chamftred 3/4 S. Multiple pipes shall be set a dlstanct of 0/2, with a 1' minimum, between outside diameters of pipes_ RING 6. For pipe well thickness greater than 3' un Alternate Detail -C. DETAIL G (/v.776 �Q WING AND U TYPE HEADWALLS FOR 42" TO 84" PIPES ;_....._.t` 1 I I I-� -� i- LII QETA�L f-7�-_` - E■rN w PN M 3 1I .oHM I 1- . 4 Wa J ISH 2) .-- 1. 1. --� laoj-�-' „! tap . 24 4 ` �dl sur on Mtom of IIV rad• i t t '�� , wing 113stiffeaw 1 saw 3 x } ITq) t .•,. nec000rr anon LR I� 0-i"" -- P II I I Y d ft or roster •.. 1 ' 1355 E Cooley Drive -Colton, California 92324 El rV>-�--- fl ' I �, IfIand aur. (7 14) 825-2127 13 OF 18 « 1" • Inv. (rrv) I I W \ Cone "Port DATE � Z io 9 o FILE NO. S. Skewed pipes: Dimension W to be increased m width or length due to skew or multiple pipes. DETAIL'E• ,_ 3 i flomovadg �' cap (rep 1 pwtbn 710 `I „ EI. L` WING WALL (S---- (SH 2) ELEVATION At _ I fA� CAS" W E �dlef ,..orf -= _ - _ j -�1 6 " j II } See s.al c c, s. 2, C (s1..2! L CII-_ o==l « _ for detate 1 _ _ �i =_= PLAN U TYPE WING TYPE D (sH.2) ee1N. « Iu g prop L J o til wee Seel D -D, �. -- _ :r \ !. 2, fordefah \� I �2 \ - OF CON ,S `cE i�^.0 S[EE CCNCZEE ' .4 -,Et LJ own*# C admi 1 f f sor s x' ITrp) PLAN i 4 0"+ i �f 3" -_ - - ---=-L -_-ung I Alternate/ 4 12' e « 3 x _ -_ ___ __,_i (Trp I --- eu.W, SASL 24' 13' 8" 2' 2 12'6" 10.79 47 1 133 60 12 e 1 22 '3 1 1 36 36 30 4 J"' 1 J5 <� 'S " �, 1 66 39 �2 :3 Ottall C 1 d �� 6„ 1 �{_ = 4' 3 33 58 9? ' 1 ¢ e [ Z c _ 2 _ o,. GENERAL NOTES ALT. DETAIL C most rltww N» of outlet le be wood with this each le 4e inch pipe or 4elnch wide bon SECTION A - A I. Y SECTION e -B alesitnush longthof roc. Llt Is 1011. 54 12 Le can be adlueted to that IM •lop• of the rocs 1. 0ppro.lmotetr 2 horls. l0 1 Vert, Of long as AND U TYPE HEADWALLS or. R►p1- r, La to not grealer than L. (Ses Plan. swoon) FOR 12" TO 36" PIPES / " 3 TM concrete support is necwnerr if witting or proposed Intel structure kw Itedwgwete LT FO.c 7Z" /5 & - !o 1/Z r 3• - 1 •uPporl. It does not •:!finals 1hsneed for o Luton wall eat can be Intogtolod with one when Q°JZ required et • par titular Install pilon B 4 Galvanise all •.posed ferrous prole oftor febrlCatlen D Trp e If notawetde we n•ceesory, up golvlcon, golvollor or district epprove4 qwl fel cooling ELEVATION { All bo Moll be 1/2 Inch in dlomolor and T Inches In length On removable Pardon of 11. � rock, use stainless stool bolls end nule. Where hoedwell and wlegwoll ore 4-10IM9, Milli xwlk-Salt or equivalent can be used. . DETAIL F-2 ,; TRASH RACK PNCLINED) #fCG/OVAL 570. OR/&. A10 O -3¢VNI FOR STORM DRAIN O 1 •14 --� 2 ' C. - s' . -+• SECTION A -A LEGEND ON PLANS .r _•• a [)PAVdiN(, N0 90 4 Z9 SD 1 2 CONTP()t N6iZ2 - 0V[ fit A Y NO &V, section A -A _pe 57 �I. O NOTES: rUCtu --� 8' �--- /V 776 I I I-� -� 1. Corrcnta shall be 564C•3250 4 :1_01.11• .ower 24 4 }--I .•,. I I I } I _ _ _ 2. Exposed corners to oe chamfered 3/4". 3' 1355 E Cooley Drive -Colton, California 92324 El 3. Multiple pipes to at set a durance of 0/2, with a 1' minimum bet weert outside diameters of pipes, (7 14) 825-2127 13 OF 18 +- ---- 4. Top of headwall shall be plated approximately parallel to profile grade when the grade is 3% or more. DRAWING NO.. ELY DATE � Z io 9 o FILE NO. S. Skewed pipes: Dimension W to be increased m width or length due to skew or multiple pipes. Tract Sheet ase WING WALL 6• For plot wall thlcxness greater than 3" use alternate Detail -C. (Trp I REINFORCING II all 3 IT (Ter) 1 GOP, _ SINGLE PIPE DOUBLE PIPE DIA DIMENSIONSU TYPE IYIING TYPE J TYPE LAVING TYP OF CON ,S `cE i�^.0 S[EE CCNCZEE ' .4 -,Et LJ PIPE L I E .I F W C Y S. C Y LBS.( w C. Y.' _35.1 C 'r LBS. 2 / 4 4_/ 1 �� .- �/ 1 8" 3" '1 : Z" 2' 3 55 35 0 53 43 = C 32 3 3 30 61 7 I Alternate/ 4 12' e « 3 x _ -_ ___ __,_i (Trp I \- 1 �_ 24' 13' 8" 2' 2 12'6" 10.79 47 1 133 60 12 e 1 22 '3 1 1 36 36 30 4 J"' 1 J5 <� 'S " �, 1 66 39 �2 :3 Ottall C 1 d �� 6„ 1 �{_ = 4' 3 33 58 9? ' 1 ¢ e [ Z c _ 2 _ o,. ALT. DETAIL C TRASH RACK PER DETAIL ft- SECTION e -B DETAIL G -I 54 WING AND U TYPE HEADWALLS or. R►p1- FOR 12" TO 36" PIPES CONCRETE CUT-OFF COLLAR PER DETAIL J -1s r 3• - 1 dor 7 x � ITppl Ee.st N Prep ew»awall or oinpelt r 4 ' Now X� I- I __ • }- MR e" all ewe 3x SECTION C -C tsH. ii (TYPICAL EXCEPT ON REMOVABLE PORTION) TiPASH iCAcK �ivOY�.yEoJQ /Y. 77 5 JR I� t DETAIL "E" (SH.11 (AMiIES TO THE TOP AND BOTTOM BARS OF THE REMOVABLE PORTION ONLY) e f }- bell Ned wwl and Gene support 'C .•- - Ramded a off point :.r Trp _1 �.-..T. ser 3 xT,.Trn I.>,-� err --_ j - ... I _ 04, r the ca.or z *3Q@24' 12" Min SECTION D- D ilw u 8 - 3/4" X 12" ANCHOR BOLTS (TYP) J USE 560-C 3250 CLASS CONCRETE V4'S @ 9" OC iORIZ & VERT (TYP) 3/4" X 12" ANCHOR BOLTS (TYP) Ilk E 560-C3250 r,,,,�OFESS�O ASS CONCRETE N /1�- WEA, 1^/ Z Is @ 9110C RIZ & VERT. t X374 rel YP) p� el -30-07 ,4 CIVIL CAS` FOT iown n�.�F r COMPANIES _ QRef ESS! o C RO P. KING \ 1-1 LA0. C 041341 * EXPIRES BSc 14 f CIVIL r91� CALF © ,AEU/54- o-7- 5 F, COV5T. AlOTC5 DESCRIPTION OF REVISION CITY OF RANCHO CU Detail Sheet Tract No. 14380 DATE CITY APPR. CAMONGA APPROVED BY CITY ENGINEER /V 776 DATE z- R.C.E. 24953 DESIGN 4 :1_01.11• .ower roc (trcLl RAS-- �A il Ndll 3' 1355 E Cooley Drive -Colton, California 92324 SHEE1 ML -LM -SAS (7 14) 825-2127 13 OF 18 $left -cele W'�- R.C.E. NO. C041341 DRAWING NO.. ELY DATE � Z io 9 o FILE NO. I y.3.7 - U Tract Sheet ase •elat•alwnl - " (Trp I all 3 IT (Ter) 1 GOP, _ Cost .sup«I, .« 1 p -p M e « 3 x _ -_ ___ __,_i (Trp I CONSTRUCTION NOTES: creed NaIiNN ---' 56 TRASH RACK PER DETAIL ft- ELEVATION Qf: or. R►p1- 0 CONCRETE CUT-OFF COLLAR PER DETAIL J -1s r 3• - 1 dor 7 x � ITppl Q°JZ vIA16; rY/E AF.40AIALL ACf IAA/ 101166011" D Trp Q �CE6/OAiAL 570.OwG. A/O. 0 35• RIIII16 T1�0E HEgOl�/ALG PE�C5RA/O/E60 � vy . ,; #fCG/OVAL 570. OR/&. A10 O -3¢VNI 5 I� i hevlN stetted Mte 4- _ ^l. GOP of shown In Dolofl -F• tier 3 x Cwt moo'' ReaeveM• PLA portion - - DETAIL "E" ism II Ee.st N Prep ew»awall or oinpelt r 4 ' Now X� I- I __ • }- MR e" all ewe 3x SECTION C -C tsH. ii (TYPICAL EXCEPT ON REMOVABLE PORTION) TiPASH iCAcK �ivOY�.yEoJQ /Y. 77 5 JR I� t DETAIL "E" (SH.11 (AMiIES TO THE TOP AND BOTTOM BARS OF THE REMOVABLE PORTION ONLY) e f }- bell Ned wwl and Gene support 'C .•- - Ramded a off point :.r Trp _1 �.-..T. ser 3 xT,.Trn I.>,-� err --_ j - ... I _ 04, r the ca.or z *3Q@24' 12" Min SECTION D- D ilw u 8 - 3/4" X 12" ANCHOR BOLTS (TYP) J USE 560-C 3250 CLASS CONCRETE V4'S @ 9" OC iORIZ & VERT (TYP) 3/4" X 12" ANCHOR BOLTS (TYP) Ilk E 560-C3250 r,,,,�OFESS�O ASS CONCRETE N /1�- WEA, 1^/ Z Is @ 9110C RIZ & VERT. t X374 rel YP) p� el -30-07 ,4 CIVIL CAS` FOT iown n�.�F r COMPANIES _ QRef ESS! o C RO P. KING \ 1-1 LA0. C 041341 * EXPIRES BSc 14 f CIVIL r91� CALF © ,AEU/54- o-7- 5 F, COV5T. AlOTC5 DESCRIPTION OF REVISION CITY OF RANCHO CU Detail Sheet Tract No. 14380 DATE CITY APPR. CAMONGA APPROVED BY CITY ENGINEER 41 DATE z- R.C.E. 24953 DESIGN = -= RECO MENDED RAS-- �A il a = _ _ = consultants, inc. DRAWN 1355 E Cooley Drive -Colton, California 92324 SHEE1 ML -LM -SAS (7 14) 825-2127 13 OF 18 CHECKED R.C.E. NO. C041341 DRAWING NO.. ELY DATE � Z io 9 o FILE NO. I y.3.7 - U Tract Sheet ase of � 1 Release Date 5/90 Nl i3>90 /Z/lo/qo i 29/9 9/I<3/9l 2/22/g3 m00z F OW W Z F m W 40 S U) _JUJ H F 3<20 Q H = N'W 0� S0g< z d N 1 d N0Fd ir W 0 W == w C7 ~ 0 U V L.0 N i<� W C zoSm W f. _ =oar �. �LLW� W W 0 < 0 1- < b=oozy �a� 46 u41W Use -reinforcement for H = 6 8' /O' Toe of Slope - r .«- Top of Wall q 40 to �E i . Top of footing Optlono/ Footing Lines I Loyouf L /ne3— e Q+- Q,} T YP/CA L L A YOU T EXA MPL E M—AIIIIIIIIIIIIII Figures of top of c "bons indicates distance from top of foot/ng to upper end of "c "bars. H-= H=6'� I! I Ham= H= 4' I I I H= H= 9' 1 H- 8' 1 11 H= /. FI4_11 H=11' H=l6'' H=/5'F I=0" Mhfch '4 Along fop of wol/.- J Fill - S/cre - - Gut/e" a Match i 1 " Parapet / 5 �Mbx for ; " I '04 Along fop r // . / F111 Slopes, ; ? e/ ►f of wall. unlimited for ► I -- �. f flc"& than ///p f Gutter or Shav/der , t 1 NOTE Drfail Y -� SFiope Where surchorge dwce eds 5', use Type 2 Retotnmg Wall. XS7M. ' l�/h' F+UU T E uM M►es to qi �o I ' ec, ENGINEEP PL aNNING SRANCN QfGISTERED CIVIL ENGINEER NO 9007 5 A#0 Ar for l%t:/ fi// Stopes, IF , un/imaed for slopes i 7. A ovwovED AUGUST 10, 1976 f/otter than I�V , x cv/der l ,� • �" - N Angle of flare" E/ev. ,� Vertical- ' I Vertical I -Soffer :l2 I : '4018 n , c " Bars Short N cN Bars 3S dio. - I Construction pint --"d "bars �l- -- - L -L = 9 If R l 9 R It `4,701.7�� v - *4, Tot 7 - v; ��_.._ S `�'. �"� w�.; Short W/ I "c "born C ;. W 7Y ICAL SECT ION sa l��rwl�I��I�L H=4' THRU /2' REINFORCED CONCRETE WING WA L L S "H" 4' 5' 61 7' 8' 19' /0' /l" /2' /3' l4' 15' /6' -i N -i _ +-- i -�A`� Z - ,� 7 __F�--T��-7-�T-"7I'�'_ 7 W�3-2 3-8 4-2 4-8 5-2 5-8 6-2 6-8 7•2 7-8 B•2 8-8 9-2 -- C 0 -� - 2'! - ` 8 w -'/-/O r--2 _- TO w_,T-2 7F-• . _ i - N`2_-'6 2 :-8 _7 r' 2!100 -3_ -- 0 B _ 2-2� 2-6�2-/Oi 3-2 13-6_,3-/O 4-2 4-6 ;4-/0�5_2�5-6 ;5-10 i6-2 Batter -------- - — - — - None/?_ S —% -0T/-0 0" . /' 0" /-D" /-OT I -O" r /-O%-0l' 6%r /-7 /-7r�%=B' c Bors '64024 -40118'30205014 50 07 7;t 708 7@6 9015' 7049/'?`1106)1_Tw10P1 "d"Bors r402�4''40/B'`,5®20_'`5614''S0/O''�S'�'/4'`76'15�8�/6'r7�12�8®l5'�9®l5�`96'/.3'`90l Conc. c% t- 0.32~0.380.44 0.49 0.55 ~0.6/ 0.67 0 73 0.79 104? /. /0 /.18 1.26 Rein( i1°' i r /3 /6 i 19 25 30 37 49 62 76 7j---90—'-* 104 /25 Ouontities do not include thot porton obove the design N /emit. Design Notes: Unit Stresses: fs = 20,000p s i, fc = /200 p. s. i, n =IO Moximum Toe Pressure z /%t Tons /sp. ft. Elevations, length and angle of flare of wings may be varied by the Engineer to suit conditions encountered in the field. Wolls designed for 2' /ivelood surcharge, /,4 : / sloping surcharge not to exceed 5'in elevation plus 2' live/ood surcharge, or unlimited 2•'1 surcharge. Dimensions "H;' "L "41" "N; Elev. o "and "Angle of fore " (as app/y) are shown on the plans. © Wal/ height moy be exceeded by 6" before going to next greater "H" Eliminoto cut-off wall if adjacent channel is paved and skew is 20 • moximum. '04 J op /2 '4 d le /? .3 04 i DETA /L X DETAIL Y • �4 Parapet 2- 04 T YP/CA L SEC_ 7/ON H= /3' 'THRU /6 0 L N i 5-0 • max EL EVA T/�ON Detail M 69 Wingwall per Caltrans Dwg. No. D84-3 N.T.S. T YPE C Angle of flare '• Toe of slope PLAN A" E/ry "o ,'4 lJ @ 18 c/rs. N S C B -B Extend o// longifudino/ bars in /box walls 2 -O"info wings, except ' where exponsion joint occurs. � r • �-Detoi/ X R = TJ , (ovnit /f arrg/e of f/ore'/s less lean TYPE 'B" 30.) Where design "N exceeds 9'a length of W w,ngwo/1 exceeds 1.5 "H," place /p Exp ✓oint Filler of /unction of �m7no_.Jbox and wo/l. Inside I ground line / � 3 ------ off- -- Moy be varied by Engineer to B suit conditions in the f/e/d. END EL E VA 77 ON TYPE '�4 " T Y E "B " STRAIGHT W/NGWAL LS STATE OF CALIFORNIA BUSINESS AND TRANSPORTA'r ION AGENCY DEPARTMENT OF TRANSPORTATION O - BOX CULVERT WINGWALLS TYPES "A","B" & "C" D84-3 Nr,- �� rP. KING Al!nT No. C 041341 EXPIRES fo CIVIL _ OF (;00 5 1 Tract Sheet 5 7 of e l •4@18 r J c"yrs ,y "C "bars :Z 436 a - 66 -Det 3-/ f /5'-' cfrs. Shore c"Mors - /'obove "SIde grow. '7d —� - _ See Stondord Plan ' BO -3. 35 d/o_ + VerhCa/ un/CSS od/oCeM I �� IO battered section,Nlhen d N b m o tch '4018 n , c " Bars Short N cN Bars 3S dio. - I Construction pint --"d "bars �l- -- - L -L = 9 If R l 9 R It `4,701.7�� v - *4, Tot 7 - v; ��_.._ S `�'. �"� w�.; Short W/ I "c "born C ;. W 7Y ICAL SECT ION sa l��rwl�I��I�L H=4' THRU /2' REINFORCED CONCRETE WING WA L L S "H" 4' 5' 61 7' 8' 19' /0' /l" /2' /3' l4' 15' /6' -i N -i _ +-- i -�A`� Z - ,� 7 __F�--T��-7-�T-"7I'�'_ 7 W�3-2 3-8 4-2 4-8 5-2 5-8 6-2 6-8 7•2 7-8 B•2 8-8 9-2 -- C 0 -� - 2'! - ` 8 w -'/-/O r--2 _- TO w_,T-2 7F-• . _ i - N`2_-'6 2 :-8 _7 r' 2!100 -3_ -- 0 B _ 2-2� 2-6�2-/Oi 3-2 13-6_,3-/O 4-2 4-6 ;4-/0�5_2�5-6 ;5-10 i6-2 Batter -------- - — - — - None/?_ S —% -0T/-0 0" . /' 0" /-D" /-OT I -O" r /-O%-0l' 6%r /-7 /-7r�%=B' c Bors '64024 -40118'30205014 50 07 7;t 708 7@6 9015' 7049/'?`1106)1_Tw10P1 "d"Bors r402�4''40/B'`,5®20_'`5614''S0/O''�S'�'/4'`76'15�8�/6'r7�12�8®l5'�9®l5�`96'/.3'`90l Conc. c% t- 0.32~0.380.44 0.49 0.55 ~0.6/ 0.67 0 73 0.79 104? /. /0 /.18 1.26 Rein( i1°' i r /3 /6 i 19 25 30 37 49 62 76 7j---90—'-* 104 /25 Ouontities do not include thot porton obove the design N /emit. Design Notes: Unit Stresses: fs = 20,000p s i, fc = /200 p. s. i, n =IO Moximum Toe Pressure z /%t Tons /sp. ft. Elevations, length and angle of flare of wings may be varied by the Engineer to suit conditions encountered in the field. Wolls designed for 2' /ivelood surcharge, /,4 : / sloping surcharge not to exceed 5'in elevation plus 2' live/ood surcharge, or unlimited 2•'1 surcharge. Dimensions "H;' "L "41" "N; Elev. o "and "Angle of fore " (as app/y) are shown on the plans. © Wal/ height moy be exceeded by 6" before going to next greater "H" Eliminoto cut-off wall if adjacent channel is paved and skew is 20 • moximum. '04 J op /2 '4 d le /? .3 04 i DETA /L X DETAIL Y • �4 Parapet 2- 04 T YP/CA L SEC_ 7/ON H= /3' 'THRU /6 0 L N i 5-0 • max EL EVA T/�ON Detail M 69 Wingwall per Caltrans Dwg. No. D84-3 N.T.S. T YPE C Angle of flare '• Toe of slope PLAN A" E/ry "o ,'4 lJ @ 18 c/rs. N S C B -B Extend o// longifudino/ bars in /box walls 2 -O"info wings, except ' where exponsion joint occurs. � r • �-Detoi/ X R = TJ , (ovnit /f arrg/e of f/ore'/s less lean TYPE 'B" 30.) Where design "N exceeds 9'a length of W w,ngwo/1 exceeds 1.5 "H," place /p Exp ✓oint Filler of /unction of �m7no_.Jbox and wo/l. Inside I ground line / � 3 ------ off- -- Moy be varied by Engineer to B suit conditions in the f/e/d. END EL E VA 77 ON TYPE '�4 " T Y E "B " STRAIGHT W/NGWAL LS STATE OF CALIFORNIA BUSINESS AND TRANSPORTA'r ION AGENCY DEPARTMENT OF TRANSPORTATION O - BOX CULVERT WINGWALLS TYPES "A","B" & "C" D84-3 Nr,- �� rP. KING Al!nT No. C 041341 EXPIRES fo CIVIL _ OF (;00 5 1 Tract Sheet 5 7 of e l End or Car Poet 10'- 0" IMa.Imum �Inq 3 9' -to' Gtd Typical Rod 8 Truss Panel poly pope wofh poly cop 7 go spring stl tension wits with I I go wire ties of 24 ' ac '-0" Nox Spoc+ 2 �lne Post ./2" x 9'- 1" std. goly pope With golv. cop F� r— �m 12QC x 1" min e Ib � mo x OC . � x Tension Bor J x /, M+n. crown 1/2' Ij ►,' • •i o For carriers, typical Rail 8 Truss Wore ;on + • Panel t0 join Post in .V both directions eLot j 12,. Q or Q =mL 16" Or For line post In ground Note Concrete mix sholl be Class 82000 10'-0" Maximum Spacing Typical Ro11 8 Truss Panel /L 1P.9 t Po 2'i2- x 7 -4" std gel v pipe with pity cop - - DWI -v std alv Ipe coif e W• Tension Rod with adjustable tightener a fittings (Set note 13),-X 1, 12 long, II qht weight .o metal Insert line post in concrete Typic a I Roll 8 Truss Panel - /Internte rote Pas, 3' xx 7 - 10 std goly pipe with / yoly cop, to be r'stolled of not more than 1000 intervals I I ga -wife I -es of 14' oc -A TYPICAL FENCE ELEVATION r� _O VzID \ ; 2" Mesh 72 cna _nk tobr,t OD Tamp U} u n n e No,+ 1 -4 line post N, 1 qa « r e I( ties of 4oc Typical Root 8 Tr i ss Panel Gate Posts 3'' it 7'- 10' std goly pipe with poly cop W Fastenagote Catch t0 post 4'- 0" Typical Roll 8 Clear Ogeno% Truss Panel 2" std goly Tension Bar pipe for gate f ramie 3/16' x 3/4" Min a -- 4 2 Mesh, C 72' thein I link fobr+t 'A X18" long, light we,ghf metol nsert Tie fatr,c to fop and t-- - --1 boffom of from@ «ith 3 /e..0 Tension Rod II go wire toes 8 T-ghter+er TYPICAL WALK GATE Tpocol Roil --15 Clear open.n4 Vor es 2 •0 26' 0 �1p col P 8 _ 10 - 0 Moll m SpacingTruss Panto Note J -J�, T-iss Panel -- --- i sie"�Tens,on Pod H T gn•entr - ; Headwall Fence Posts Where total ton �th,exceeds Gote Post I� Tens on gar 1 10.-0" install 2'1z" x 7'-4 std. - I, l5/e„ std ga+v p pe st Rener _ � sr,e'x 3/4 Min 1 3" x 7 - 10 std poly pipe 4. 9 std gory -�, Line Posts wofn gals eye type r with goly cop pipe with polo 11 �engtn 7 IJ II l ' cops for top roll and 12� long cap - light weight metol -serts _ ,T Ae �,V, ^ std gory Dope roil 2 Mt 1 I_ with I I go wire ties of 14 OC I mai} » 1, ' _ _ I O Tension Bar ( v r 2' Mesh, 72� _ ut -Out .v O: 4DI I cho n link fabric + 3/14"X 3/e' Mon Chain g Lock01 12 go x I" mon D 16� max 0 C os , si4' jj, jY'^ crown T 1 - - - Top of Heodwoll �, ,'�'� Y �' t r 7qo spring Sill Tension Wlr0 ,� Is" long light 2" std galy pipe for I'wn9lr FIOd °D' rvI h w,th 1 I go wore ties of 24., we ft 3 �' weight metol �' gate home T,e fobr c Cotc o O rn _J ��r ' 1 +� nserts ' to top a bottom of, y �i �' += L frome with 11 go wire J 16 ora 1 16 long, light weight metol insert ties kms' aril J 1 t Not! Provide stops to hold gates open ` t 1 �_�—tor end corner 8 TYPICAL HEADWALL FENCE ELEVATION TYPICAL DOUBLE DRIVE GATE ,ntefm*d ate posts .n groi' d Typical r.u,, J + Typical Roll 8 Truss Panel --4Truss Ponel I Lone Post . Intermediate Post 7 go. spring sit. Tons I9p Wire with I 2'/2"1 7'- 4 std gale Ilgo wire ties at 24 o.c t pipe with gory cap 3''1 7- 10 std gory pip'.'W"T h gale cop Tension Bar Ir 3/ie x 'Mon r Rod .,'ust2 Mesh, 72 ;+ t^ °d GSeeno c Cha n l,+ik fabric -+.Top of Channel wall - - t't •eight} IT long ' !t t s t eta ns �I metal -serfs CD TYPICAL FENCE ELEVATION ON SLOPE Note Top of Channel wall -- 790 SGr'nq stl Tens -on OV re , ^ ' Witt) I I go wire ties of 24 ! oc TYPICAL FENCE ELEVATION AT HEADWALL GENERAL NOTES I All Chain Link fence materials and fittings shall conform to the latest edition of "Standard Specifications for Public Works Construction" section 206-6 8 7 and 304-3 unless otherwise noted. 2. The fabric shall be of the gage set forth In the Special Provisions 3 15/e" std. pipe sholl be of minimum weight of 2 27 lbs per Ir, ft , before g01.or�z �ng 4. 2" std pipe sholl hove o minimum weight of 272 lbs per Ion ft , before galvanizing 5. 2'i2" std pope shall hove a minimum weight of 3.65 Ibs per lin ft, before galvanizing. 6 3" std pipe sholl hove o minimum weight of 5.79 Ibs per lin ft,before galvanizing 7 4'' sod p�pe shall have o minimum weight of 9.111 lbs per Ion ft., before galvanizing. 8 Light weight metol inserts shall be sheet metal tubes with I D 3/4.. greater than 0 0 of pipe used Posts ore to be grouted into Inserts using neat grout of I port of cement and 2 parts of water 9. All gate hinges small be heavy duty malleable Iron or steel, Industrial service type 270 degree swing, non -removable, of approved quality and design 10. Secure galvanized cop to post with 1/4" galvanized round head rivet. II. The fabric shall be placed on the outward facing side of the posts, streched tout, and securely fastened 12 Clearance between right-of-way and fence fabric shall be 9" unless otherwise shown on plans 13 Adjustable tighteners shall be turnbuckle or equivalent, having o 6" mon tokeup. 14, When Corner post and Gate post ore adjacent to each other a double tension rod forming an X shall be used. Where Pone, ;pc,lI;nq on slope e*ceeds 10 - 0 ristc 12'ir • 7 4 std goly p pe L Ine Posts w t qoi, cops and 12 long, qht we,gnt rnet -ser is at equal Inter vols of 10 - 0 or less 6' CHAIN LINK FENCE Tract Sheet Jr� of �� l I 'yp - a. No„ fl Tycocol Ro.' 8 T• iss Panel _ End Post (W ss Panel Moot Spoc,nq 3 v 7 'G std got. pipe Intermed,ote Post Tenslo^ bur with gals Cap _ 3 x 7'- i0. std $91v, pope with i/�6 ■ *4 Min poli Cop Length -7 when Heodwoll Fence P'jst se• n e Cr rr _ --- - — - -- - - I - F .1 i clear opern,ngs - - greater than 6 w th ,se s•d g000 pipe fall , 'IZ er Cha ^ ,nM tODr C Sr 1o,Ot, 3/e' $ Tension Rod with '�� "A o r+eun o adjustable tightener cr e4� i ilii' 8 fittings ( See note 13) '1-1 ",0 J�� �S �0��,t`S�, .� Note Top of Channel wall -- 790 SGr'nq stl Tens -on OV re , ^ ' Witt) I I go wire ties of 24 ! oc TYPICAL FENCE ELEVATION AT HEADWALL GENERAL NOTES I All Chain Link fence materials and fittings shall conform to the latest edition of "Standard Specifications for Public Works Construction" section 206-6 8 7 and 304-3 unless otherwise noted. 2. The fabric shall be of the gage set forth In the Special Provisions 3 15/e" std. pipe sholl be of minimum weight of 2 27 lbs per Ir, ft , before g01.or�z �ng 4. 2" std pipe sholl hove o minimum weight of 272 lbs per Ion ft , before galvanizing 5. 2'i2" std pope shall hove a minimum weight of 3.65 Ibs per lin ft, before galvanizing. 6 3" std pipe sholl hove o minimum weight of 5.79 Ibs per lin ft,before galvanizing 7 4'' sod p�pe shall have o minimum weight of 9.111 lbs per Ion ft., before galvanizing. 8 Light weight metol inserts shall be sheet metal tubes with I D 3/4.. greater than 0 0 of pipe used Posts ore to be grouted into Inserts using neat grout of I port of cement and 2 parts of water 9. All gate hinges small be heavy duty malleable Iron or steel, Industrial service type 270 degree swing, non -removable, of approved quality and design 10. Secure galvanized cop to post with 1/4" galvanized round head rivet. II. The fabric shall be placed on the outward facing side of the posts, streched tout, and securely fastened 12 Clearance between right-of-way and fence fabric shall be 9" unless otherwise shown on plans 13 Adjustable tighteners shall be turnbuckle or equivalent, having o 6" mon tokeup. 14, When Corner post and Gate post ore adjacent to each other a double tension rod forming an X shall be used. Where Pone, ;pc,lI;nq on slope e*ceeds 10 - 0 ristc 12'ir • 7 4 std goly p pe L Ine Posts w t qoi, cops and 12 long, qht we,gnt rnet -ser is at equal Inter vols of 10 - 0 or less 6' CHAIN LINK FENCE Tract Sheet Jr� of �� l I Release Date l blS/Tv �il�s�9v 9! 2/22/R3 moz Z O m W H F 3�0 o = S V � W t a IL^'w W KW a. 10 M==a IS re=alm U IL W V o cc _N i<� W zZ m 0 Wogs = Wale IW 0N� W W 0. t 0 m F < 44(.- 0 0 - Da uWcc oomz _z w o... c QozJY t f Jz c¢J _ o m mch �Q W � O ¢ U = J d m Q J ¢ fAJ d 1 d ¢ H d G j H U ~ O Z Q H Q W¢ Z U� JCD `= 0 W p z�ozv,z O f Q y WLLJ ¢ ¢ O Z N t Q N o x Z U = ¢ O it U O W cd C S~¢ Y W W W W C 7 O O Q Q Z Z � Q V!=f ¢r =� = 3 0= h 0 J < p 0 0 W Q y � C7 z U d o = W O W f O O s ai fnQ JSUW /0'- 0" Max. Spoci� 3 Min. 5 Max. Tie fence fabric with 2 ties of . 14 go. wire per tee post (Typ.i /-\ /0 0 _ Max. Svocin Tee Posts lg X 9,- 0„ (5 Break Away Tie: One loop of 'single strand 149a, wire. 2 ties required at each end of break away fence. .(i7 A7 .�Cx �+�iF 1r rY r I i � \ Ga/v. 58" Type j 7ePosts, -- k El/wood fence fobric k ,3 ' '' } �,�,� c k ��.�, ** i , , .. ' ,�� l8 6-0" (Place on downstream �K;x side of tee posts) r it:,,,k < Y- x F XYY Y r X C z Xx Y b11 ..- (i I� Note: �' c '� ° •' Tee Posts imbedded in congrete at 20 foot centers. Other intermediate Tee Posts shall be set as shown. I , /2 Min. Dia. DE TA ILS FOR L ENG THS /N EXCESS OF 20 FEE T Break Away Fencing per Los Angeles County Flood Control District Std. Dwg. No. 2-D447 t ., bi•�iY�li_3.i �i -AL A- 1X.il� •T+Yn '. •�..�Y TTY VHF XF x• �, , x. r. , r• x. Ix �♦ • x \A> ♦ ,J Y``T !'.`'�4."k�•Y''�''Z�'tt"4'� \ �\' `��Tr�" `�'',"`Y''.`'�'C-"i\.�.���w\ . , \``y��'�'�'��♦h '4 �G� 1CaF. �t\�'T Ground L ine - — J y�w Notes: /. Al/ fence mcferiols and fittings shall conform to "'Standard Spec ificotions for Public Works Construction " Section 206 - 6 and 206 - 7, unless otherwise shown. 2. The fabric shall be placed on the downstream side of the posts, stretched taut, and fastened as shown. N M "' J. Posts shall be /8 x /e r lg minimum, galvanized Tee fence posts. O voVESS1oN C ROB KING ?r, a. C 041 34] 4 130 r 'F t EXPIRES _ _ CIVIL F OF ca► Tract Sheet .5 Y of 1. 2. 3 4. it ADD 2 -*5 (typical) 4"4 formed w rftles ® 20't ac.,–N backed with one cu. ft. of pervious bockfill material in o burlap sock, securely tied. Place 6"sq ok,mKon or 9ok-anired steel wire 4 mesh har6rore cloth on bockfoce of chan- W Wing prior to placement of concrete - - wire diameter 0.03" min . (typicol both wol Is) ries ( See Not lined channel * 4 bars 0 18" a c. (typ. both walls) Side slope (See Note 3) Invert Concrete (080-6-5000 Vari q- Improvement Note 3 Wall Concrete S Cut-off - wall Concrete 6AO-6-5-0aO 2 • N r Z Side slope — (See Note 3) 01 y.0 • 's //z 1�kl III Cut-off wall, le thick, 1'-6" deep (Place -cut-off walls 0 200' max. o. c. \ or as shown on the plans) X#4 Dowels 0 18 1# 0. c centered in each cut-off wall (Place dowels as shown) # 4 bars a 18" o. c. Construction joint (See detail) TYPICAL CHANNEL LINING DETAIL -CONCRETE PAVED NO SCALE In general, all construction materials and construction methods shall conform to Port 2 8 Port -3 of the Standard Specifications for Public Works Construction (latest edition), unless otherwise noted. Sept Special Provisions for additional data relative to channel lining: For dimensions and side slopes, see Typical Channel Section on Pion and Profile drawings Saw cut transverse wee •nM- p ne So ft in the inert and side walls of the chancel at 20't QC. The first and last joints shall be pled 20' from each cut-off wall. Joints shall be 1/4" wonimeirn in widfl► and to a depth of within 1/2" of the rainlotce- twill. Saw cutting shall be drsm in accor a with Sub-Soction 3M-6.54 *Wrokarietl Plone Joints" of the Standord Specifications hr PutRic Works Construction, loknt edition, unless otherwise ft,d. Ie" (mm i Side slope - M&A un#& Al 4" + weephole 5. The interval of weepholes sho l l be such that a weephole will be located 2' upstream of all Optional const. cif -off walls and transverse weakened plane_ Construction joint Invert joint joints. 6. Transverse • construction joints in the invert and walls shall be Type "A" joints as shown on S. P 165. T. The reinforcement matt shall be supported in both directions at 4' maximum spacing or as directed by the Engineer. 8. Slope pond walls shall be p1 --ed by mochine using troy -ling or slip form and sholl be externolly vibrated by use of a traveling vitiating screed or eche t as op o d by the Engineer. Sloped surfaces of the dw- nel lining shill be finiphed by a light broorning. Invert simfoces sholl be power steel tra d and shall be protected o9oinst scaring or dora". CONSTRUCTION JOINT N=0 SCALE '�OfESS/pN� B KING No. C 041341 *EXPIRES (060h Ch, , CMI CAL Z ft 1 recr sneer coy or 0 0 U I ! v Side slope — (See Note 3) 01 y.0 • 's //z 1�kl III Cut-off wall, le thick, 1'-6" deep (Place -cut-off walls 0 200' max. o. c. \ or as shown on the plans) X#4 Dowels 0 18 1# 0. c centered in each cut-off wall (Place dowels as shown) # 4 bars a 18" o. c. Construction joint (See detail) TYPICAL CHANNEL LINING DETAIL -CONCRETE PAVED NO SCALE In general, all construction materials and construction methods shall conform to Port 2 8 Port -3 of the Standard Specifications for Public Works Construction (latest edition), unless otherwise noted. Sept Special Provisions for additional data relative to channel lining: For dimensions and side slopes, see Typical Channel Section on Pion and Profile drawings Saw cut transverse wee •nM- p ne So ft in the inert and side walls of the chancel at 20't QC. The first and last joints shall be pled 20' from each cut-off wall. Joints shall be 1/4" wonimeirn in widfl► and to a depth of within 1/2" of the rainlotce- twill. Saw cutting shall be drsm in accor a with Sub-Soction 3M-6.54 *Wrokarietl Plone Joints" of the Standord Specifications hr PutRic Works Construction, loknt edition, unless otherwise ft,d. Ie" (mm i Side slope - M&A un#& Al 4" + weephole 5. The interval of weepholes sho l l be such that a weephole will be located 2' upstream of all Optional const. cif -off walls and transverse weakened plane_ Construction joint Invert joint joints. 6. Transverse • construction joints in the invert and walls shall be Type "A" joints as shown on S. P 165. T. The reinforcement matt shall be supported in both directions at 4' maximum spacing or as directed by the Engineer. 8. Slope pond walls shall be p1 --ed by mochine using troy -ling or slip form and sholl be externolly vibrated by use of a traveling vitiating screed or eche t as op o d by the Engineer. Sloped surfaces of the dw- nel lining shill be finiphed by a light broorning. Invert simfoces sholl be power steel tra d and shall be protected o9oinst scaring or dora". CONSTRUCTION JOINT N=0 SCALE '�OfESS/pN� B KING No. C 041341 *EXPIRES (060h Ch, , CMI CAL Z ft 1 recr sneer coy or 0 Release Date !Z/ib/q= ! 9 9/ 3! 9 F. 2 /22/g3 Top of WblI Use Reinforcement for H = 6' 8E 10' Toe of Slope----- 3 lope-3 cD x m = cv N Optional Footing Lines , PC Top of o Footing N O N tV N,— _E " 1 L t L co Design Notes: nit Stresses f, = 24,000 psi, fc -- lIt psi, n = 10 .mum Toe Pressure = 1 Iii Tons/sq.ft.2'-0'' E le ions, length and angle of flare of wings may be varied - I --� -- --- by th ngineer to suit conditions encountered in the field WClls de ned for 2' liv load surcharge, 1 '/2. 1 sloping surcharge n o exceed 5f in elevation plus 2' live load�� - -- E surcharge, or imited 2-1 surcharge. If 11/2 : I slope exceeds 5, use Type 2 ining Wall. Wolf height may b xceeded by 6" before going to the `O'T PART PLAN A -A next greater H H=20' ,, 1/2" Exp it Filler H =19' „b" bars _ 85'Max for I I N ayou ane co H=17' O sc FIIISlo o Slope unlimited fore lopes ' - 3 * 4 Along top N N =16 of Wo 11 flatter than 1 : 1. H=15 H=14 TYPICAL LAYOUT EXAMPLE H.13' a H =12' C' 8 47 ` 12' Number above " b" 8k " c" bars 0% o Indicates distance from top of H=11 c footing to upper end of bars Bar cut-ofts may be varied , in increments of 60'. H = 9 H = 8' H= 71 H=6 H=5, ►�11 1�•�11�11�11®Ila �illi�ll�ll®11�11� hor t �E ' b ors c" bars Short "c" bars x` Gutter or Shoulder "b" Bars 3' Vertical _ Short "b" Bars 4 4 Q? 18 Batter 1/2 12 "c" Bars *4P 36 —Short " Bars 4" rolns 15'± Ctrs., ve outside ground. - 35 dia = - = I C F pervious backfill material in o burlap sock Const it _ _- r— -- --"d Bars �� 91 R \ \% 4 Tot 7 o I- I- C B �— —W/ 3 80-1 I-6 Neoprene Strip ( typ) B 4 Along top I of Wall o iK � Vertical TYPICAL SECTION A H=13"THRU 201 Exp. it. Filler - Detail G 9 Headwall and Wingwall per Caltrans Dwg. No. D90-2 5 12 G' C Cr rA Short "c" Bars DRAWING NO. CONTROL NO. b,24 OVERLAY NO. i�,i?A Avv u;:. f: i% By DATE Br DATE Br DATE *4d9or12 *6Tot 6 /Fill 5' Max for Slope 1�2:1 Fill Slopes, unlimited for slopes f latter than I l/t I . Gutter or Shoulder 3' *46 36 of Bars I' pervious backfill material cont. behind wall. ,;1) Tj4"4 Drains 0 15* ctrs., 1' above outside ground 35 dia. _= Vertical unless next to a Const Jtl battered section,then match T- 9,, R;-- EEdo' ears 'm 4, Tot 7 � �8 MC 8 �_W/ 3 --- -- W - --- -- TYPICAL SECTION H=4' THRU 12' 0 2-*6�MOM t 1 * 5 t`o� C C 5 � Q 12 TYPE A END ELEVATION C / SECTION C - C it -Oil 6, Tot 6 #4� a6(P SECTION D -D INLET OUTLET � R.C. PIPE DETAILS #4dor0R12 2 -*6@ 12 J E STRAIGHT WINGWALLS ESS!pNq� �a ROBERT P. K C0 EXPIRES A L&II CIVIL r OF C!. May be varied by the Engineer to suit conditions in the field SECTION E -E Unless othP�wise* designoted Ll _' I / V & Q THE�1 KEITH COMPANIES En6rd FnT , �.�..- ..`M.r.... ... •Iw Y.—r .rY. ....111 i l.i Ul i•M TreGt Sheet (� / of t` , REINFORCED CONCRETE WING WALLS Design H 4' 5' 6' 7' 8' 9' 10' 11' 12' 13 14' 15' 16' 17' 18' 19 I— 20' 3-8" T_ 4 4 - 8 5 -2 5-8 6'-ZE, 6E -BEE 7'-2EE 7,-8E, 8, -OBE 8,-8., 9,-4E, 10 -- 10.-8., 1 IE -4" 12'-O,E W 3 -2 -11 E 11 I,-_6 1 11 1E-8EE EE I�-10�� 11 2E - OSE 11 2'- 2EE 1 , '' 2E -4E, 11 2'-,6 1 11 2E-8EEI 1 11 3.-oEE 1 �� 3'- 11 11 4'-E0EE E 4-4E, 4.-8EE C 1'- 0 1 11 I -2 I 11 I -4 1' _ 8 2'-6" 2'-10" 3- 2' 3- 6 3 -10 4 -2 4 -6 4 -10 5'-2 ' S -4� 5 -8 E-4 6 E-8" 6 -4 6- 0 7- 4 2'- 2" F- - - - -- - 1 -2EE -- -- -' 1'-4.E Batter ---- - -- - -- - None - - — - - ---- I/2 • 12 ------- ---- , I-6 I- 7 _1-o/IS E 9" 1'-9 I -lo" _ EE iE b bars - -- ---- None — 5 0 1 5012 50 11 "5 0 9 "6@24 15018 7017 -- 6@7%2 788 706 90 15 1 15 10012 10@1I 1009 100 8 lie IIQBI/2 "c" bars "4824 4018 5020 a 14N50 10 5e 7 d " bars 4024 4@18 5020 50 14 10 6� 14 7@ 15 70 12 _8_e 1 0 15 9012 9_ Q 11 9(A 9 9(� e 100 10@82 - C Con_c YY F 0.3.2 0 38 0.44 0 49 0.55 _ 0.6 I 0.67 _8Q_16 0.73 0.79 I 110 I . 18 I .26 1.3_6_ 1 .45 1_5_5 172 Reinf .F 13 16 19 2 5 30 37 49 62 76 3 90 104 1 2 3 1 41 1 70 189 206 80-1 I-6 Neoprene Strip ( typ) B 4 Along top I of Wall o iK � Vertical TYPICAL SECTION A H=13"THRU 201 Exp. it. Filler - Detail G 9 Headwall and Wingwall per Caltrans Dwg. No. D90-2 5 12 G' C Cr rA Short "c" Bars DRAWING NO. CONTROL NO. b,24 OVERLAY NO. i�,i?A Avv u;:. f: i% By DATE Br DATE Br DATE *4d9or12 *6Tot 6 /Fill 5' Max for Slope 1�2:1 Fill Slopes, unlimited for slopes f latter than I l/t I . Gutter or Shoulder 3' *46 36 of Bars I' pervious backfill material cont. behind wall. ,;1) Tj4"4 Drains 0 15* ctrs., 1' above outside ground 35 dia. _= Vertical unless next to a Const Jtl battered section,then match T- 9,, R;-- EEdo' ears 'm 4, Tot 7 � �8 MC 8 �_W/ 3 --- -- W - --- -- TYPICAL SECTION H=4' THRU 12' 0 2-*6�MOM t 1 * 5 t`o� C C 5 � Q 12 TYPE A END ELEVATION C / SECTION C - C it -Oil 6, Tot 6 #4� a6(P SECTION D -D INLET OUTLET � R.C. PIPE DETAILS #4dor0R12 2 -*6@ 12 J E STRAIGHT WINGWALLS ESS!pNq� �a ROBERT P. K C0 EXPIRES A L&II CIVIL r OF C!. May be varied by the Engineer to suit conditions in the field SECTION E -E Unless othP�wise* designoted Ll _' I / V & Q THE�1 KEITH COMPANIES En6rd FnT , �.�..- ..`M.r.... ... •Iw Y.—r .rY. ....111 i l.i Ul i•M TreGt Sheet (� / of t` , v 0 lit 1J, AC Tv V o U L b V,°y. I Gh� N �` o v '4i n -n h � 0 WX��K 0 _ T T- -A k) 941-k it It b A _ LA FD.P SKr�O.v A .I" $EE SHEET ,3 OF j Bench Mark No. 148-B Standard Brass Disk in the NW corner of a 4' by 8' foot drop -in -box for drainage culvert at the NE corner of Highland Ave. and Etiwanda Ave., 66 feet north of the C/L of Highland and 24' east of the C/L of Etiwanda. Elevation = 1432.612 NOTICE TO CONTRACTORS Construction contractor agrees that in CovornioCoLml accordance with generally accepted OfWIEnglrmra construction practices construction &Lond5urv¢yo contractor will be required u to assume sole and complete responsibility for job site Sonditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. All contractor and subcontractors performing work shown on or related to these plans shall conduct their operations so that employees are provided a safeplace to work and the public is protected. All contractors and subcontractors shall comply with the "Occupational Safety and Health Regulations" of the U.S. Department of labor and with the State of California Department of Industrial Relations "Construction Safety Orders" The Civil Engineer shall not be responsible in any way for the contractor or subcontractors compliance with said regulations and orders. PRIVATE ENGINEER'S NOTICES TO CONTRACTORS The existence and approximate location of any underground utilities or structures shown on these plans are obtained by a search of available records. To the best of our knowledge, there are no existing utilities or structures ex ept as shown on these plans. The engineer assumes no liability as to the exact location of said lines nor for utilities or irrigation lines whose locations are not shown. The contractor shall be responsible for notifyingall utility and irrigation companies Frior to work on excavation to determine exact location of all ines affecting this work, whether or not shown hereon, and for any damage or protection of these lines. AOKPROJECT VICINiT_ Y MAP N.T.S. isENERAL NOTES 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction - current edition. contractor shall be familiar with and shall be responsible for adherence to these standards and Specification. 2. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected in place as required at no cost to the City of Rancho Cucamonga. 3. Any contractor performing work on this project shall familiarize himself with the site and shall be solely responsible for anYdama e to existing facilities resulting directly or indirectly from his operations, whether or not such facilities are shown on these plans. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within the City of Rancho Cucamonga easement or right-of-way. S. All sewer, water, electric, gas, phone or other utility laterals, mains or crossings shall be constructed prior to paving. 6. Compaction tests of embankment construction, trench backfill compacting original ground and all sub -grades shall be performed at no cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. 7. When improvements are to be placed on native soil which consists of a rocky material, the sub -grade shall be prepared by removing all rocks which protrude above the sub -grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native material. 8. Estimate of quantities is provided by the Engineer only for the convenience of the developer, the contractor shall make his own determination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the other items of work. 9. City approval of plans-, does not relieve the developer from responsibility for the correction of error and omission discovered during construction. Upon request, the required plan revisions shall be promptly submitted to the City Engineer for approval. 10. Work site and exterior streets shall be in neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon request of the inspector. 11. Contact all Utility Companies as required, 48 hours prior to excavation. MPANY CONTACTS CALL (800) 422-4132 BEFORE YOU DIG Southern California Gas Company (714) 529-2889 2191 East Birch Street V 529-2070 Brea, CA 92621 Southern California Edison Company (9oj 986-5861 1351 East Francis Street Ontario, CA 91761 Cucamonga County Water District {)o9) 987-259I 9641 San Bernardino Road i Rancho Cucamonga, CA 91730 �c y t 0 v 422-4132 280 South Locust t d P.O. Box 2920 � v v v 0 lit 1J, AC Tv V o U L b V,°y. I Gh� N �` o v '4i n -n h � 0 WX��K 0 _ T T- -A k) 941-k it It b A _ LA FD.P SKr�O.v A .I" $EE SHEET ,3 OF j Bench Mark No. 148-B Standard Brass Disk in the NW corner of a 4' by 8' foot drop -in -box for drainage culvert at the NE corner of Highland Ave. and Etiwanda Ave., 66 feet north of the C/L of Highland and 24' east of the C/L of Etiwanda. Elevation = 1432.612 NOTICE TO CONTRACTORS Construction contractor agrees that in CovornioCoLml accordance with generally accepted OfWIEnglrmra construction practices construction &Lond5urv¢yo contractor will be required u to assume sole and complete responsibility for job site Sonditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. All contractor and subcontractors performing work shown on or related to these plans shall conduct their operations so that employees are provided a safeplace to work and the public is protected. All contractors and subcontractors shall comply with the "Occupational Safety and Health Regulations" of the U.S. Department of labor and with the State of California Department of Industrial Relations "Construction Safety Orders" The Civil Engineer shall not be responsible in any way for the contractor or subcontractors compliance with said regulations and orders. PRIVATE ENGINEER'S NOTICES TO CONTRACTORS The existence and approximate location of any underground utilities or structures shown on these plans are obtained by a search of available records. To the best of our knowledge, there are no existing utilities or structures ex ept as shown on these plans. The engineer assumes no liability as to the exact location of said lines nor for utilities or irrigation lines whose locations are not shown. The contractor shall be responsible for notifyingall utility and irrigation companies Frior to work on excavation to determine exact location of all ines affecting this work, whether or not shown hereon, and for any damage or protection of these lines. AOKPROJECT VICINiT_ Y MAP N.T.S. isENERAL NOTES 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction - current edition. contractor shall be familiar with and shall be responsible for adherence to these standards and Specification. 2. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected in place as required at no cost to the City of Rancho Cucamonga. 3. Any contractor performing work on this project shall familiarize himself with the site and shall be solely responsible for anYdama e to existing facilities resulting directly or indirectly from his operations, whether or not such facilities are shown on these plans. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within the City of Rancho Cucamonga easement or right-of-way. S. All sewer, water, electric, gas, phone or other utility laterals, mains or crossings shall be constructed prior to paving. 6. Compaction tests of embankment construction, trench backfill compacting original ground and all sub -grades shall be performed at no cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. 7. When improvements are to be placed on native soil which consists of a rocky material, the sub -grade shall be prepared by removing all rocks which protrude above the sub -grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native material. 8. Estimate of quantities is provided by the Engineer only for the convenience of the developer, the contractor shall make his own determination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the other items of work. 9. City approval of plans-, does not relieve the developer from responsibility for the correction of error and omission discovered during construction. Upon request, the required plan revisions shall be promptly submitted to the City Engineer for approval. 10. Work site and exterior streets shall be in neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon request of the inspector. 11. Contact all Utility Companies as required, 48 hours prior to excavation. MPANY CONTACTS CALL (800) 422-4132 BEFORE YOU DIG Southern California Gas Company (714) 529-2889 2191 East Birch Street (714) 529-2070 Brea, CA 92621 Southern California Edison Company (9oj 986-5861 1351 East Francis Street Ontario, CA 91761 Cucamonga County Water District {)o9) 987-259I 9641 San Bernardino Road Rancho Cucamonga, CA 91730 General Telephone Company (800) 422-4132 280 South Locust P.O. Box 2920 Pomona, CA 91766 Gh� N �` o v '4i n -n h � 0 WX��K 0 _ T T- -A k) 941-k it It b A _ LA FD.P SKr�O.v A .I" $EE SHEET ,3 OF j Bench Mark No. 148-B Standard Brass Disk in the NW corner of a 4' by 8' foot drop -in -box for drainage culvert at the NE corner of Highland Ave. and Etiwanda Ave., 66 feet north of the C/L of Highland and 24' east of the C/L of Etiwanda. Elevation = 1432.612 NOTICE TO CONTRACTORS Construction contractor agrees that in CovornioCoLml accordance with generally accepted OfWIEnglrmra construction practices construction &Lond5urv¢yo contractor will be required u to assume sole and complete responsibility for job site Sonditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. All contractor and subcontractors performing work shown on or related to these plans shall conduct their operations so that employees are provided a safeplace to work and the public is protected. All contractors and subcontractors shall comply with the "Occupational Safety and Health Regulations" of the U.S. Department of labor and with the State of California Department of Industrial Relations "Construction Safety Orders" The Civil Engineer shall not be responsible in any way for the contractor or subcontractors compliance with said regulations and orders. PRIVATE ENGINEER'S NOTICES TO CONTRACTORS The existence and approximate location of any underground utilities or structures shown on these plans are obtained by a search of available records. To the best of our knowledge, there are no existing utilities or structures ex ept as shown on these plans. The engineer assumes no liability as to the exact location of said lines nor for utilities or irrigation lines whose locations are not shown. The contractor shall be responsible for notifyingall utility and irrigation companies Frior to work on excavation to determine exact location of all ines affecting this work, whether or not shown hereon, and for any damage or protection of these lines. AOKPROJECT VICINiT_ Y MAP N.T.S. isENERAL NOTES 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction - current edition. contractor shall be familiar with and shall be responsible for adherence to these standards and Specification. 2. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected in place as required at no cost to the City of Rancho Cucamonga. 3. Any contractor performing work on this project shall familiarize himself with the site and shall be solely responsible for anYdama e to existing facilities resulting directly or indirectly from his operations, whether or not such facilities are shown on these plans. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within the City of Rancho Cucamonga easement or right-of-way. S. All sewer, water, electric, gas, phone or other utility laterals, mains or crossings shall be constructed prior to paving. 6. Compaction tests of embankment construction, trench backfill compacting original ground and all sub -grades shall be performed at no cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. 7. When improvements are to be placed on native soil which consists of a rocky material, the sub -grade shall be prepared by removing all rocks which protrude above the sub -grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native material. 8. Estimate of quantities is provided by the Engineer only for the convenience of the developer, the contractor shall make his own determination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the other items of work. 9. City approval of plans-, does not relieve the developer from responsibility for the correction of error and omission discovered during construction. Upon request, the required plan revisions shall be promptly submitted to the City Engineer for approval. 10. Work site and exterior streets shall be in neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon request of the inspector. 11. Contact all Utility Companies as required, 48 hours prior to excavation. MPANY CONTACTS CALL (800) 422-4132 BEFORE YOU DIG Southern California Gas Company (714) 529-2889 2191 East Birch Street (714) 529-2070 Brea, CA 92621 Southern California Edison Company (9oj 986-5861 1351 East Francis Street Ontario, CA 91761 Cucamonga County Water District {)o9) 987-259I 9641 San Bernardino Road Rancho Cucamonga, CA 91730 General Telephone Company (800) 422-4132 280 South Locust P.O. Box 2920 Pomona, CA 91766 Pacific Bell Company (714) 999-5639 3939 Coronado Street Anaheim, CA 92807 CONSTRUCTION NOTES Oi CONSTRUCT 8' X 4.8' FLAT INVERT REINFORCED CONCRETE BOX CULVERT PER CALTRANS STD. D80 AND D83. (SEE SHEET 3) 2O CONSTRUCT BOX CULVERT WARPED WINGWALLS PER CALTRANS STD. D86A (SEE SHEET 3) 30 CONSTRUCT 6' HIGH CHAIN LINK FENCE PER SBCFCD STD. SP 151 B (SEE SHEET 3) 40 CONSTRUCT 22' WIDE GATE PER SBCFCD STD. SP151 B (SEE SHEET 3) 55 CONSTRUCT 3" A.C. OVER 4" AB © CONSTRUCT RETAINING WALL ((VARIABLE HEIGHT) PER C I TY STD. N0. 60�} O7 GRADE ACCESS ROAD RAMPS QUANT 36 LF 80 LF 85 LF 2 EA 3253 SF 88 LF 800 CY PROJECT SHEET NO.—#/— OF _ 4 1790 1780 i TOF Gir P�POP05E� .PETA/.�/i�u6 It/.1GG oY 4 i� fi k �. D t J J { i i i I �o w� fir. oY 4 i� fi k �. D t J { i i i I 10 12 �,_� �\ 13 . / R Ft�`;vcrlN 17-E7 Ro • y�� �cHr. � of 3 � 00 � �✓ 4 oJi. �C� � _ �\ 1y0 \--- II - L �� �` 12 \ 13 4. r, l MA 85 100 00 to 1 1 1� I .. co"o / Ile u CONSTRUCTION NOTES 1 CONSTRUCT 8' X 4.8' FLAT INVERT REINFORCED CONCRETE BOX CULVERT PER CALTRANS STD. D80 AND D83. (SEE SHEET 3) 2 CONSTRUCT BOX CULVERT WARPED WINGWALLS PER CALTRANS STD. D86A (SEE SHEET 3) 30 CONSTRUCT 6' HIGH CHAIN LINK FENCE PER SBCFCD STD. SP 151 B (SEE SHEET 3) ® CONSTRUCT 22' WIDE GATE PER SBCFCD STD. SP151 B (SEE SHEET 3) 50 CONSTRUCT 3" A.C. OVER 4" AB © CONSTRUCT RETAINING WALL (VARIABLE HEIGHT) PER CITY STD. N0. 604 �7 GRADE ACCESS ROAD RAMPS PROJECT SHEET NO.4 3- OF el _ IIS u� SPAN _. 4 14 5 6- 7 e 6 7 1 8 1 9 10 1 11 12 HEIGHT Z 3 4 2 3 4 S - -, - ,3 6- �- -5 6 ---T- , _ Me Imam Earth ,Oy 20 _._ _ 1012o to 120 10 20 a.�20 10 20' 10 20 7 .0 20 lo�l z0��o }zo l0 20 10-200 120 io zo to zo to zo l0 20 to lzo l0 20 to zo to zo v Rtiel - Wous T2 6 �6 7 -: 6 6 ) --7 71R 7�p 6.16 6 7v27lv�17vt,7i/zT'274j 6 6 7 6,,,z7VZ _! 8 6Ta� 1 ,_ d-, s e , 9 e -y-9 fl_�9 e:Z�f je:Z; Z_ n!p;91'L;e V29�/2f8121 t 0 e/2, t0 6 6 6 v2 7 711, "', 6 D j10 I - - ,PI'2;IOC�18 9 b 9�2 vt� 9 .2t, _ - 3 i0 9 ,0 8 10 57167 6 7 6.716 2 �6- _ �6y 7 .i6 71,2 7 8V2 6 !_ 6 6 6v2 7 8'2 6 9v2 6 1 6 v2771r;- 7 B it - - - 81.1 u lnrut TS 6 6 6 6 6 6 6v 7 l6 / 7 6'/ 7 6' 7 T e 7 e' 7, e 7 9 e 9 e 9 n 9 1 6 9 8 9 e .9V e- 10 a 10 6 10 a 10 SPac;n� 7 i 7. 7.i 17 7 z 6 {8 r2 5 k/2 10 5 ;84 5!2 t-fy45_ 17'h4 S_ 17 J. S -F7 24v2 64p 5 '6 /2N1!2 6 1`2.5'/2,6 '!2_S V2,61/2.5 VZ 6 +_0 6 S_ 614yj 6 1 S -7 6� `oma __ 314 eve 6 6 6 6 -4-}-515 6 6 7 6 -4--4 7 1 6 1 7 6 1 7_ 6 _ 7 6_ 7 6 -ate 6 1 7 6 7 6 7 6 7 7 7 7 7 7 7 7 7 T 7 7 7 7 ---•4 1 7 •-- She ea 44 6.0 6-6757 6 4 6 SSS 6~6 4 S13 6~6 7~-6 _ .S .--6-�6t6 7 -7 7 S S ! t -7.- 7 7 Cor,r•i4 CP/LF 74 74 R• b•umeni Ips/LF 48 48 8.4 84 SO SS 94401 119,9 11110.110 5a 5B 60 2 568 11 0.20,1125.137 6781 82 ICS i 7'123I127n42142115915918313714.91461168161il B% -0.81 82 X96 �97 120 '�24•t48 94.94�05_�'.8i21 14711}0.1771160192 181 21020723 16419 211 195241+22 1269,24 1 30.1 ;23.151 '31 17 37'190,160]2151192'262 SPAN 10 12 14 MEIOHT 5 6 7 e 9 10 6 7 1 8 1 9 10 1 11 12 7 6 9 10 11 12 13 14 see -vim Earth Carer_ 10 120 10120 10 1 20 10 120 -- -.-- _- 10 20 10 20 10 20 10 20 10 20 t0 20 !0120 10 20 10 20 10 20 IO 20 10 20 10 20 10 120 10 120 10 20 10 120 . Roof Ti 6 Ova 6 la 1 8 1101, 8 0 . - Woll■ T2 b �4 8 9_ B 10 ' 8 10 B t,2 i1 82;11 j91/p11 zT!2 B12; 12.;81'j; - 8 i 10 18'rt 1 , 121 t2 IB'gi 12 �lO /�1111rt 8/2 _ 2 9 12 9 1'2 9 112;Z10`iti*2 111 :5 92 14 91/p i4 91rt t4 9_ 14 10 14 10 14 l 1 91,y 11 9ti21114p1942111Lp 10 }121?ta �2' 14 II�.j IS are i{ 1 II U t 12116 Tq�13�7 u° Invert T) 6 1( b 1 II e II ! u 8 .11 18 vj�11 .I 10 7t 7. 8r/j�2' ' vim'- 9 10 67 6 7 ,PI'2;IOC�18 9 b 9�2 vt� 9 .2t, _ - 3 i0 9 ,0 8 10 57167 6 7 6.716 l 9 11212: 9_,2'� 13 f0' - T - - i i, �- f 10 14q 10 �IaYA .0 ,14 10 I�la_y2pOv2p4 2,1}02. ,S 0 9 1 9 lO a 10 a ti0' 1 8 10 7�7�71 7i 77{7�7 6 7 6E-7. 7 i'i 1 n IS ,112 15 SpaunY _ ,3 12 12 12 'a1 -_Sita___6 7 Size Bxt 617 6 7 l4 II ! ,I y10 a 647 i-6�7 7[6..17 11 110 6:6.616 6_16 8 X10 9 9 8 67 6 6}6'6 .%�7 IO i0 1 67'_6 �_ _ '►' Dlmens'on 6 2-u'FI 2.113-0'2.113.92.4'}•-9 Speedo aagr, _6 Rea„ied for cutw t, with eondeers. bete roe eeatev aur two git,rr en de aid am*mur" as we"O' y del .b,red oar he orw dtfritd by the ovsde 1-4 d to rd•v,° of 6t-7.•6.+-.7 1 1 _.1- -_j 7 7.-.6-,7 +-__+- i- _-1._ �._ 7- 7+7. 7-•7- 8.81.7-8 __ .. _i-- - _ -- -- _+ _+.. 1- . 1-- .1 .. 7 8 - E 1 i Dt"ev w,'61 '_-i06:0)a 105 0 _ +-. 1 _ -- 4 p5.0x4105.0 -II 3-9 _ 1 _ 4.10,5-0 2-113- 9 __ - -- {-_7�4-7_ -i --_ 3 �3. 2 ---- -015.106.2.67 3 9 3 913-913 9 3 7 3 9 6-2'6-7i�4-_11 11114.11:4 3-7,14-- 4.} 7 1 4 4 4�4 4 1 _ I1i4-4,4•IIt4-4'4-4 2 914 2�3 h a s -. j'4 4-6 3.414 6 3.614-6 3.614-6,}-6114.64.9 6 57.0'7 0 8 4')-0,8.4 6 0 6 0 6 61 6.0 6 -D 6.0 6-6757 ` .� Sue Bae 6 1 7 1I 6� 7 Orrrs;r,n �` _4 3-411.414.8 6 7+ 6. 1 7 7.7 4.818 2.4_-0 - 7 1 7 7-74-8 7 1 7 1.7+4-8 6 'i 7 44,3-718 1 1 7 6 7 6- 7' 115-7 e-1�5 7'8-1'.1-7 6..1 - 7 7� 7 �_7 9-1 S 718.1,5.7 6-1'5-7 7-�7 _7_ 7 7 7__ _7 7 7� -7- 7� 8 4.0442 6.9645--A 5-I 6.06 4 8.114 4 6-1116-4 9} 0 ewe a-1-116.4 Sue Barr 4{ 4 4 4 4 {'4 4 4 5 S 4�4 - 14 a 41414 4 114 1._ 4415,5 �+3 4-.4-- 4�4 4'4 44 4.4 4+5 6d 616 Pnwta _ C i 7--- _Ir1,26323ai2952453.01256 ±_o It, tore mint Lbs LF 191 c6 [33285'260325.3003391314 412783771 327360373295362353409365,420 ib2 6 37729 4c13034193224543a 402 413 S49B407542:4 4599362510}37 iai54,'.da4O47. 68534 85311395.549w19'587,459641+4996951,556758,61681.3 _'447:1449!22144 SR 7,449 `80:4925yE 53'•E _5564 634;E�4759 R0.rrE O-r1cE 5-�✓'ruAE 7E Ste•• t,•-- +{\` January 4. 1985- .e. R R.rrx _.:�: orf 11 __14 4 _ "it St. n, I., earth covert el 2' end hso Spon 4' S' 6' T' e' 10' 12'q- 0 b•r s 6 7 e9 12 Ibyrr7eNeb Slope 48,1 SLOPED INVERT F For npesld top, provide •4 (ID le each way (2' by report ) and @divot C. 43 dh h►n •e• ►'JM» r _- 'eti__s ►a'►' ►r e . sorSit 4' ►Ilhn � e --- - -------_ _.. --- -- •• ' 'e' hers ktyeH tarettan I e• _ -.. _ i . '� ►ars OptbnN C•eet Ceres h . !I. PP II O Si4'an. Fillets w4 'd' ban 0.2 1 S I 11 i r - Oprbnd Can 412-31_ee Cn7l f►*a e Slope 6, slap• 1•I S/• s/] I e- C _ _� s C..... --- 0.25 S X4'4 be,* r I L p� 'FLAT NVERT' 'V INVERT' -- 'T1IAPE ZOIDAL INVERT' Spacing .1 If a 04 ate mea.. ©'o'►a. i T•e for cover over 2' ~-I'I S oven ALTERNATIVE INVERTS 4r4 bei 1 �� 0.`�45die aI w47ate ROOF SECTION W GENERAL NOTES Das •4 Ctte E Rce s tamer SPANS 10' THRU 14' m For boxes with Spon or Height less than any of those shown in table, /.1�_r*CL(Trn�"' elm,lot use next greater size box concrete dimensions and reinforcement. z' u. 1 I Comet jt.\ Alternative(Tyj.1 Make necessary changes in bar lengths and quantities. IIr RCtI can't P E Allem+w 7- conn F m Ctvontities ore approximate and to design purposes only. e'c-,bons® �41'e 0 For boxes with Soon or Heiaht of Cover areater thon those tM.wt in N - tables, o special design is required. r ► 'a' as talar. p. �� T bit safe ® It is permissoble to eliminate the IW hooks on every akar bar. w ® "a" bars are of hoif spacing. (spans 16-14 only) 4'4 EID to mos., trip • w • a" bOR are at half spacing pacing (moons IC -Id only) T Via . • B • -J (a Provide poviftg t o" when top is exposed and when pavement is �- - PCC, and adjust quantities. _4'__.- - ,J 1 r, 'c'►ars ® For design and details not shown, sss TYPICAL SECTION SPANS 4'THRU B' �t span 1 Tp J Standard Plan "D83, Box Culvert MisceRoneous Details TYPICAL SECTION -SPANS 10' THRU 14' "e" vel: WALL SECTION STATE OF CALIFORNIA SPANS 10' THRU 14' DEPARTMENT Of TRANSPORTATION SINGLE BOX CULVERT D8o DESIGN NOTA SOeerca+Iorre GENERAL NOTES ---- - AASHTO acted 9e5 w,m .winos and ,n suppirmMry of er,dg, pill is and Ossetia,s,aRust assignation. Slmdad single a t amia4 ON culverts are fawn an pasta a War, Section art iles'9rvd b. ,:yarn wMe foundations wit 'pow to Soi'em" f'0i' W9^t "I'm rnoar.v, ear favor MIKE tel„' 6 15 RCB wish 10' a DBL 10 . S RCS .,in 20', follo.ed Ile h9nn, ro 20 mti•rnum Dz otternorives. Eortn car a onur'ree to be uniform.Aborna FWvardde Mnrru coy« ^egr+s. o'W'd de«gn 4 recurredSr9te n rob errant will be fared triose lraptzaEd rmw•r; 'flea newt' r 'V riven s ncluded in dlergr~ Load Fxrors 1 SD. 1 SE.2 S(l.1) Where D•Deoe Looa wove cell rived will be tt ,Nass iM fern a tpoeiR.d End' d prl,art wait be rounded unlet' w• (3 Na spare era'- we do*,"oed E •Ea„h Load L • rio Load Pwoo"'s .ort be as "I ,'less dt'gated n porn Such " W"'trome 1 •krooct moy a d4fe," M n1e• aur pun« rads cam"y rtdvc,ia, fab a ncl dod Ola t%n Loading Ouanatas an for to sloped or w , !carr and do or Enckds d' bars. Live bad. nor Wd n Wrptue"irra+ Dart, nor lemperovn ronlac~ fa ta{ws.d rax. R•1 Ie520-44 truck nor ca•crert or n^lacr.e,r for porape•s, cvrdr ,ralh a pOvr9 rotc'es Boor Sox rrpoet w b Ytovw, no nrooct above 3! cover, wy, N°'vcM, Rtis AN cemaA pactment 'lryrl NO wmpp[I Mor ,e^facsnenr a b be placed tranavree r, for orvad coach, rodtal. ,afar radial, Ebb 2 car Whet bad dtStrbAks,m on the add Is E•d♦oss tarp u6nolN sonlvre.y wr,eN boa r!^ ebr0 Stag ,pNC,t W stmrod, Ebak� spocrr+g a meos�ed m r^aY D! aoteC a Nn4 a rreceseoY, tor Ueamca di'trd,•bn or ave invert a 7' gn9,t,<d:+ony and over iM width d to cWrt Traffic s analyzed pro, tel b tti man i.hmarers!) Special reitpry.r„r ppra•a2e. ren faClmMt Ove Ov 2 corer Box stWad pans of far b be valid for odrerrf n a fortis" em rerwereor w'we there a severe abr�w a tha a ' Now can~ n f we -w boca,s Wtvr bona eirn'Afim en are rad s rtkfor^ay oar a surae, odes d .emtn of Speedo aagr, L7S ares ate attar, d car, but roc Ms lcdr ,&,oily t+o, E When such awe born oval .rave concanrotbn overtop, M loic; bad "I be consde,ed Rea„ied for cutw t, with eondeers. bete roe eeatev aur two git,rr en de aid am*mur" as we"O' y del .b,red oar he orw dtfritd by the ovsde 1-4 d to rd•v,° of ft 010' the ams pm a M simeod bDas 41sp for can Nvens with ft rod veal, Out tar Ovt•a11 tonO+uerrol dirrit s:orr snort no, acted rev total Iengm d the ar Far Warit •nth b odrS see me vert AREA, j%odp' wpperkng ebb Negir.• M bad ellen eovr • g.latr arm 8' aur 1111ds doll epn•riconpn. br.er everyr walk 3 or mat cin wheel bad d*tribuntin an ft nve.r *rte sanr an on av rod tar roc Mss brat 7' Fair cvNnrts moth mon tion two cillo. u.. fiirm- , im,s end rar/atrrad forbrglndroly Mb t'dada 'wa! boa c~* ad r the width of to nvwt ranvrrsey Eat loo& adia' owmoos accodip'y Earthr resxrts fel two eadia '�I''ml 140 los leu n "tied, 42 be Rv h notizorral ;4' 140 Ibshv R maricoi. 140 losav ft traamrol Under stn»'! rc 3 N xSi �r 60 Ir9 Ds*riDuea+'4' ban up to Y oww E v',sted m a Do note of main pomin wok arce v4 rami 1,Qg, nlea 9D% Gt'e, raltm rK 4kdron Ovw Y tor« liar Miaanlyn dlpwpble fw, 4 • 35 or pf fy4ar,um fear a taken d a dstmtf 'd horn par arpparrktg mswbe, Eiekaksm- Corrorasw rvinforxrrw. and r"ative-moment rediieta (far c mwi iryl ao nor AW "N an mtmewe rias not been car&drtd CONSTRUCTION NOTES erms•n,eaxm ba0- Siruvtr""'gn may 0e tea"" an standad par Yansnved, kan Loaan C,Mrs' 0 y w,rld on culvert ealerrwane ,,he, ••,sting pamper a rammed. Ewarson pan annul No taparebn jams small be Dern:tied Hoof our violls When caw is loss atop Spon bngth - Pbce V2' aap(_ Pur fill& at 3Ut tattlers outride par pond rendear km and Place standard bridge oerail 3-2 a 36 coli vmdw pond roae.vy lane When mor .6 move tan spm ler5m - Pbce 1/2" s'aams,on W1 Nle. C 30t owes and adds"'s VZ' seam., P•o a bca m4 of ov9e ^far ear on cl aac &, as dratted to ae o 9. cow.cl m jprts, Trrpp•o y, Jaenl>t may be permitted it rormd b rood) b (d Rtfl 0+1w•.iee, at, cmirpctor a b Nib - a Piaoosof for eom,d«wicn G Idf wails 4' cutoff wdh as to be presided of ear amd.b DAM van, o"* A Chad m.l is tad and urns aaerwae o1I Twee walls on to be awnded if scour c,&" carrot Esmwmk: Soo Stada7 Flon A62 -E Oak fl! Sae Standard SP -11- eecoo t+a ave afserct n level d backfill (apdrar o1a*M walls) (mall roc •steed 2 OI Adionni to each "I of at, eprirg, PRIOR *d,011.1 tat apmMbt b Mf of Oar ntwnpttd main reiNacwwrrt Hn t Corr L. 2d - i 6' ' 1.0 1.6 e' ' 1.1 1.7 a' 1.2 1.8 12' 1.3 1.9 14' 1.4 2,0 I"wl of et/tert F/ 0m70ps Multiple Span PART SECTION 3 -Clear S n • • 12 cos sY M rrt/e PARAPET DETAIL Piece a V2' et►ensbn 141.1` I • mesNnrm of 2 it. / I„��-C 0 TO s►en r NrgM fram �( !rn rainy. k'ansverse tee r Irk bers tors tel 3 •: ►ars •r.! R•6' �• Nrmr to Mraa•f _ _ -ewer Walt ►vaplt •P' hors H' B'or less /O' /2' 14' /6' /B' Raw 0• le ave TO T 15 - 30. 43• 4' 4'4 -4ti e :•4 •4 S e' •4 s K 10' •S t s7 12' TS '7 •e 14' '4F /2 1"12 '4 P (? '4 / RO '4 P B '40 6 /O' ON a 10;1 PART PLAN-SNEWEO e mac Rewvew aerGas$ end notice fiusm 11 E.Is n6 I Edging 19j Esp p. lilW, "owed wish Cinetruttlon I Censtruerian aistim;ien 1 e0 naive llama■., root a rrh. Ne. Cenetrucnen PARAPET REINFORCEMENT �C/ Remove eoner•f• parotid N parepN aril ❑ x ^--� Rammt aenerafe peralbl le splitt to e■IeHng long,tudinoi robot, in inert. V aropr and pihe to PTIONAL WWII cover) axlring longitudinal CULVERT EXTENSION TYPICAL 3 CELL mbar in an memeen 20* she. darlmum too d pbroDr nmol N face r Darapet. DESIGN BEARING PRESSURE(TSF) Traffic ►arepr RCI Drill W4 a U4e f M „I �(szd. Ekon E7-11) rr� longNuehd� Tnn,veroot _I 1 a Soon > e l 5e'' EroNr Wen dV 64, Tet. 3 Pr � x044 0, Tet. 2 r -rel wall PART PLAN- SECTION Or. Deta6 3-2 (Std. Plot 90-3) (No exppmien Joint within 4' of F op/Mr9) Roof For sis >e' aw ad'p e'c' bel 1Mb wi I r cul, as ,wcesxey, i, to fit iI4l6- ♦-O l-46 Inyert LONGITUDtUL SECTION UTILITY OPENING -WALL N • Heigh: c r f eve fr $rtNee) e' rata. V 6'c'ber tons to clN, opening. (J�4.4e6 a'•' tM dgtt -caeca*Lf t. 2 PART PLAN rwob s.a. 3'Caser MorFnum D 'At doh' cow show! w4 Troner..se, lot. 4N. /vet ,I A L rkrhb end* PART LONGITUDINAL KCT10N MANHOLE RCB TERMrgOLOGY Cott"% Do lot Type IIS P2, II aeetnary e 4r -r% 0 15 ''6012, e• Lep _.__. Ti' R (e' T. w e'mM Ti,N29 'P"Dor', SeerPARAPET REINFORCEMENT'INb BARRIER SECTION (30' MINIMUM) STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SPECIAL DETAILS BOX CULVERT MISCELLANEOUS DETAILS Pbroprr EMr'a' H' B'or less /O' /2' 14' /6' /B' 20 ` 1 1 25' 3d 35 40'a more t/t / 1 1 I N. i '71d 6 6' 1•'6" ~, FL i '4 F /? ~.9 face along to d moa// il•• /''-O" �-4Cons/ �' / Front face re,nf '4 F I? '4F /2 1"12 '4 P (? '4 / RO '4 P B '40 6 /O' ON a 10;1 /ti -6� /? mar Extend Culverf invert slob Cons! /! - /� / Front face cern/ 4 F /2 spOnvs ?-O"al/O apron Rod with I 'I / /B mar. - 16' ---•J TYP/CAL W/TN STIfFEN/NG BEAM D at Cut-off Wo// 6 6 6 7Nj B 9Ip // /8 � TYPICAL WlrhV41T ST/FF£N1NG BEAM \ I crown rp• (1-olf wo/l ?,:I ri2" Mesh, 72" tint fob,, i•" I I A PART L'ONG/rUD/NAL SECTION toxin alonenc C [.�,/`/� ClL1S• W1rH0Ur S77FFEN/NG BEAM '�I''ml _ �nzf:- ;4' moi! p for cwnen,typit0l ;j---12"., long, hght weight + .,,long, Inset) '4d' t /I� 14 ya d,1, Rail 6 Truss Wye >;. "' PbrOplr I , J I B Sbpe d I n to match Charnel and ever! �O Z* --T 2 4 ?- '4 If onernoove bofran els used O'Cur-offwysf/ Alrrrnonve bottom of cut, wall END EL EVA 770N I B� t i See table below Atif/I!nfrq bean For frdnrrrtt rein/. For ntfmber and Sar of oro warped wrngwo//, blocs see R7b/e below. see Took below t✓ £ut, Of and hook roto rS)ope varies d'o - JII I t! cur off wall and parapet. / deo c% Lyre/ / dao. CL /'men /•men. '4. spacers P /1 , "t T - --------- _ 1-1 4 .5 0' dart/f P /?"cars. w4 c� roe of s/opt w4 F /a ALTERNAr/VE WARPED W/NGWALL z'E _ _ sECrioN c -c Use where odo,honi pontoon /o Ran of ernDonkment ,S required for max H- > Slope H' B'or less /O' /2' 14' /6' /B' 20 ` /?' /t' /6' /B' 20' 25' 3d 35 40'a more t/t / Front fan rHnf `4 F /2 41:7 S F 7 '5 F S '6 P 6 '719 7 '71d 6 6' No beam Place 2 6 n eoc� in Po f ��� 2/2'a 7-4" s/d. gain. p10• witn�th x10std. Iv.e qo ppe with Rear face rl,nl 't F /? '4 ` /? 4 L /2 '4 F /? 4 F /2 '4,f /2 '4 F /? B' face along to d moa// il•• /''-O" Vole cop, to D! nstalled of not mor• thou 1000 intervalstNd �' / Front face re,nf '4 F I? '4F /2 1"12 '4 P (? '4 / RO '4 P B '40 6 /O' ON a 10;1 Rear face cern/ '4 F /2 '4 F /? 4 A /2 4 F /0 4 F 7 '4 A 6 '5 F B /? W. 9' rot 6•'6 A"• /= 6' 9 = / O" A'= /'/O' /� / Front face cern/ 4 F /2 4 F /2.41 /? 't F /? 'I I /? 4 F /1 '4 F /2 /a' Rod with Rear Ince rernf '4 it B '4F B '4B 5 '5A 6 6F 7 6F 6 '7P 6 16' rof 67 'B= I'•O" a%2=0• rot 6 6 'B%I=6' rot III. '9 D at Cut-off Wo// 6 6 6 7Nj B 9Ip // /8 O of Cu/ctrl 6' 6' 6' B" 9�" //' /=l" ?O Notes' Wolfs designed lot 2' surcharge, earth load , /20 %cu. ft. , epu,vokn.r f/u,c' pre$_w e • 36 1/ C. ff. vary O'O/ warped seat/ unrform/y from fha/ or cur.o'/f wall to that of cs1/vi los mos H'> 12'. Where abrasion els ",cipoted increase apron thickness b 7'min to prpwar ?'thin. reinforcement coverage Dimensions 'L','W, N; Sb; N, £lev'o; Angle of flare', and end "Slope (os apply) ore shown on the plans. +lope of fill or ehonnel 1911 4 it /B, Sir bor'k/ore 4 l.0 /B front face, bend ? 6',nfo war/ or apron -Cur -off tea// IN cu"I'llerf we# 4 Iz p `4 OP L dr sovilift Cp73Y IS' wort Avor'ers - Nbrpe'd "V 'off _SECT/ON 8_8 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION BOX CULVERT WARPED WINGWALLS e ■n 4 . 9.6 8 7.2- F p•� Acct ss ROAD 4 9.6' 8' 7.2' ( 15,2' hLUMP bL 4'K I'FVIM�?� WALL I ACCESS ROAD jp>✓12 DW4. Ho. ebl•{t�-( 12 OF 18 5Yo►2M DFZAIIJ IMP12oV�M�iJ1 p! -ANS I -- O 2' 6 >:oiz TI�AGT 143t3o I 5 "I t:'J �'\ y! N�L'•� � N;. .\ CJI Le \N 11 4t, \\Z \`-�%/ ---- TTS -- 1 SECTION "A -A" SECTION "B-8" _.. .- ._..._....___._---- ---- N.T.S. N.T.S. Car 1'0" Morlmum tIn s Spacing10''0" Mox;mum Spocinq TrDIc �6ta11 8 Truss Ponsi_-- 10 • 0" Masi m 6 'cin 3.9.1' Rod 8 Truss Ponel ��}intPott ypicol Roil 8 TrussPanelInLerint - ,ate Post poly. qDe g01v. copg0 2'^ta9-I Spring sal tension ver(• in Po f ��� 2/2'a 7-4" s/d. gain. p10• witn�th x10std. Iv.e qo ppe with • o, •• I 111 r 2 Mesh, 72" 11 qo wire ties of 24 sac. std. g01v. pipe poly. cap Vole cop, to D! nstalled of not mor• thou 1000 intervalstNd int postwith 12go. x I" min. a 16" max. O.C. 9aly. cop klc� ON a 10;1 r of 14" Ot.12x1ti i.,.$_ I ':� -- � y, mox.Tension Rod with o a war♦O g\ 'Tension B S adjustable hgManlr 6 tie s of 14'oc o. ia'x /a MIN. \ I crown rp• tittirI (See note 13) ?,:I ri2" Mesh, 72" tint fob,, i•" I I A 1_- toxin alonenc C [.�,/`/� ClL1S• '�I''ml _ �nzf:- j1• •ii. moi! p for cwnen,typit0l ;j---12"., long, hght weight + .,,long, Inset) Top of Channel Alai$- ya d,1, Rail 6 Truss Wye >;. "' line post In concrete n • Pat Ito jo,n Post in r+ 1t' .0 t both directions .L i -�� 12" Q or 4 n ---- - -- -��L -- --- - ---- -i- -+ - - ...._ _ ._ 16" + or Q For line post m ground Note TYPICAL FENCE ELEVATION Concrete mil shall be Class 82000 10 • 0" Masi m 6 'cin Note: Heodwall Fence Posts Where total length exceiI 10'-0" install Z1/2' 7'-4 3 s 7 - tO std gaily pipe ^j t with gait, cop a old. Line Posts with gals. eye type 1 ri4j'sid gOtr pipe r0,1 caps for fop rail and 12" long light weight metol inserts at 14"tic o with II goor, • o, •• I 111 r 2 Mesh, 72" Tension Bar Q� ■oi �' Chain link fabric -� _ s/.a x Sv4 Min 1 12go. x I" min. a 16" max. O.C. i T 79a Spring Sari^q 511. Tension wire Top of Meodwoll Iz4-DNI •d with I I qa wire lies at 24'6t{ 4 ':� 18" long, light weight metal emsert TYPICAL HEADWALL FENCE ELEVATION Typical nv„ y_ # TYp cal Roil 6 'Truss Panel 'FTru55 Panel - - - - - 7 0. spin del TMST wire wire Intermediate Pott I 0 QP --�--rr- 1190. wire res at 24 a.c.- 3' a 7-10 oto. gala Dips with g01v. cop Tension Bar Oplot "g^tor;1, s / ZZI _ 2" Mesh , 72" �' � wfm adJust 1St' note 31 ChO,n link fODr IC 61,11,^0 - Top of Channell .011i� 11LL r-,-�.tmgnt wrgni- at I@• long, mgnt weight �I metal „ Serts .. •x Ln Cal TYPICAL FENCE ELEVATION ON SLOPE Typical Roil 6 4'-0Typical Roil 15 Truss Portal Char open,nrr Truss Panel tee Posts P tsPosts 2" std goly 3" s 7'.10' std 9&v pro* for got! T notion bar pipe witnialV C�}rain• Sts! x\'4• Min. Fast McSm, ■ on Catch to Dost 72olf' chain I link fabric 4p v N ,-,a long, light we,ght js a5 metal miser, Tire fa" C to too and ballon, of from* elan O 11 go wire ties -s/e 7eMiOn Roo 6 Tlghte-ner TYPICAL WALK GATE GENERAL NOTES -Typical Roil 6 Clear Openingvaries 12•-0 to 26'•0' Typical Rod s I. All Chain Link fence moteriols ono fittings shall Truss Panel Truss Ponta Conform to the latest edition t ' Standard SDecifict ions \',j QTtns,on Rod B T,gMener , A Gator Post, Tension Bor for Public Works Construction section 206-6 6 7 Ia1s"std gave pipe stiffener ` I 3/19.1S = and 304-3 unless otherwise noted. 4"s 9'- s std volt, /4 Mtn L The fabric shall be of the gage set forth In the Pipe r,rn gala I Length 7'•10" t cn Special Provisions. q q cap -- - j - 3. 15/4' std. pipe shoe be of mtnimurn weight of 2.27 lbs. 2 Mesh, 72 I I S main linkfoW,c 1 per Inn it Def ore golront,nq 4. 2" old. pipe shalt hove a minimum weight of 272 lbs ' but-Oul for y,,,I•`.0 •I I per lin. ft., before galvanizing. y - Cno,n 8 Lock (rypl - ro _' I I S. 292•' std. pipe shall have o minimum weight of 3.65 lbs. � o40 n , n r -' F r_I per lin. ft, before golvonizinq. `e i63r.'J In. 1' '� c'o�n'fr" g f .m 6. 3"std pipe shall have o minimum weight of 5.79 lbs I-� :_ _ •,-{ .. __ ._ _ -__`, -'--__ - - -- per tin. ft.,before galvanizing. 18"IOnQ,hgM lM 2'sto g01v pip! forte 'Plunger Road' eelrv� ! 7. 4" Sid pipe shall havi 0 minimum weight Of 9.11 lbs dight '9 a' .�;, gore Irome T,e foDnc 1 Colch ■ •o m per lin. ft., before galvanizing. inserts " to top 8 bottom of Jf �; i'DS 'N S. LIQM weight metal inserts shall be sheet metal tubes -from• with If go wire- 16"0 oro-�■ ,� w' j with I.D. ]ii greater than 0.0. of pipe used. Posts ties , _ 1 are to be grouted into inserts using neot grout of Note: Provide stops to hold gates open. T- 1 port of cement and 2 parts of water. For end,cwner 6 9. All pate hinges shall be heavy duty molieabla iron TYPICAL DOUBLE DRIVE GATE Atelmod'olt posh or steel, InaysfriOl service type 270 Degree awing, '" g'0u"d non-femotioble, of approved 0 Quality one design. Typ cot Roil 8 10. Secure galvanized cop 1p past with 1/4' galvanized round Typ,col Rail 8 y T,.,ss Panel •,, End Post hood rivet. tit posy Tr„ss Portal 0-1,; loc. Spocmg 3'.7 •,O"sea pair pipe If, The fabric shall be ploctd on the outward facing side Of the Dost$, streched tout, and Secure! _ _ r 7/2 ■ 7-4'Sid pole intern,e0,ote Post TC,S,on Bor rico gala cop fastened, Pipe with gait, cop 3' a 7'-10"S1d. oiv, pipe with ' \'t4 ■ V4 M'^ 12. Clearonce between fight -of -way and fence fabric gale cop. Length 9'-1' semen HtOdwoll fence Dos+ g y set ,n ecru ---- - _- $hall be 9" unless otherwise shown on pions. r r 13. Adjustable tighteners shall be turnbuckle or equivalent, / Fin clear an 6" s r(' greater anon 6� r to haul^9 0 6" min. tokeup lse•s•d gold ppllprTomr �2 t coon :ink caloric 14, When Corner post and Gate post ore adjocent to eoch ti , ; 1 tts•tooE` other a double lension rod forming an 'X small be Olt bI Tension Rod with •; ; {•12• ``^, used. " 4�a` Art I: V HeOa w0❑ adjustable tightener *' /' I, 6 fittings ( See note 13) nq' eE� SAN BERNARDINO COUNTY e FLOOD CONTROL DISTRICT Too of Channel cart) j7r t\O - Nort Where Panel wc,finq on Slope esceeds 10 • 0" Igo spring SH Tension wire cu .� nstc'1292's7 4 Nd poly pipe Line Posts HEvIS ONS nN By SATE with llgo wire 11,05 of 24"ioc with gait, cops and 12"lonq,hghi we•ght metol HCN ---. inserts at equal intlrwals of 10 -Oar less SIZES .e-21-71 R.L.H. 11-6-70 TYPICAL FENCE ELEVATION E ADDED NOTE 10-21-71 FILE NO AT HEADWALL 6 CHAIN LINK FENCE CNANGEDNOTES 2-4-72 - -- - - - -- --- - S. P. 1518 PROJECT SHEET NO.��- OF�_L