Loading...
HomeMy WebLinkAbout1608-D ) w - - - V -- -- --- -- - __ -- - -- --- - - y - --- - - - - - -- - - - _ _ - . - - - - - . - - - - -- •-- - -- -- - - ---- - i - - - - a - - -- _ _- - - _ -- - -- -- - - -- - - _ - - - -- -- - -- - - - --- -- . _ - - RCP - - - - -- -- *'3 - -- - - -- ----- r - - - - - - -- -- -- ------ - - - --- --- - --- - -- - - - - - - -- � 4" CD C> o 2 O 0 0 Z U � Z _ to Z N ooLn _ � TOP OF CURB � Lq - - - - - - - - - o � 061.62- © � - NIH r- + + TOP OF CURB L6 + GRADEE - L- - - - --- -- - - - FINISHED -- - - - - _ - - - - - -- �- -_ ---- _ -- - - - - - _ - oflo - - - -- - * CD - GRADE - _ fi 60 Dr- _ . . - - - FINISHED . - - - - . _ -, - - -F F W - GRADE , -- - - - -- - - - - - - -- - - - - - - . OP 1055 50 - -- - - -� - - - HGL o or HGL _ - _ (�120 _ -_ - _ - - _ - - --. __- _ --. _ . - - __ _ . _ - BOP 10 650 - - - - 5-0.425 BOP - -- --- - -- -- - - - - _ - - - - - - - 1055.1 1 _. . -- -- -- -• - -- --- -- _ - ._ - BOP tfl5 i 4• - - -- - --- 056.50 - -- . . . . . -- - - - - _ _ _ -____ BOP 1054.14 - - - - - o - I�1V.1050.53 - . *(1047.48) _ fi 050 - =0.005 T 050 - . 1 FL - - - .1048.35 -_ _- - Q=260 Q=140 Q=120 1048.27 I - - * 1047.45 _ - - _ - ._ _ _ _ - - . _-_ - - _ . - - - _ 1047.64 - S = Q00 - - - - - - - S = 0.00454 I i FL _ �1049.38 � - _ --•----. -- _ - _ - - - - �-� INV 1050 56 - - � .t04�3 -INV 1049 53 _ FL � FL 1049.6 1049.74 -- - _ - - - - - _ INV.1049 54 _ - - F - __ - - - -- - - _ - --. -. 1049.40 - - - - - - . - . --- -_- _ - . _ - - - - - 4.50' 5.50' FL 1049.56 - L - -- - -- - - Q-120 CFS_ - - - - _ Q=20 CFS V=8.00 FPS V=4.1 FPS * CONTRACTOR TQ VERIFY m - - - x ELEVATIONS IN FIELD PRIOR o ,< zo a_ Z Z m - - - m - - - - - - - - - - - - ----- T - o - _ o TO SART OF CONSTRUCTION ,_ cn m �,, - - cn i z -- - N . - - - - p V - -_ - --- - - -- - - -- - - - _ - -- - _ �'-' oz �- _ z t-- - -- -- - - - sn. o - _ - --- - - _ _ bo z. _. � cn ' . -- - - - - _ . - - - - -- - - -- --- _ - _ Of of CINE X40 _ - M Zh_- pX Z pU p F= U p pU c Q X Z b0 X040 �< © © Z W m Z W w Z w w Z w h �n F- C) _ - _ per . r- rJ � � N (0 - of - C77 � � -m p�. p � p � LLI �O W p � F + F- CD Ln Lr) (� - -_ - C� t � F- W LZ W - W � - �M 1. ' Jw fV O. X- Z - N LJi m __j Z N Z Z lf) Z - - Z p Z _ - - .. -._ - _ - Q -- Z -- - F - -- - -- - -- -- - - - - - - pZ - - - -- _ - - + c + + :� + + c� + c� ``' z - r ,n �r, oo �` + VARIABLE HEIGHT ANII °e ow. ow . © w ow - - -. _ - w w - _ - - � Ln CN Nit ow - - - m m m m o o Z N Z o + -- - -gym WIDTH RC BOX (SEE ECTIGN -E--E SHEET-4} - o ,� - - - . - - -- .-in m � m m � m � w � w - - - - - '� Z _ -+ + cam + cam - + c5 . _ � _ - _ _ __ _ - - - - - _ _ - - --- - - • - - 2-.83 _ � � w ,.nw � w m m r- m GONSTRIJCT t 98 F CONSTRUCT 2t:39LF115.72 LF ONSTRUC 61.98- LF - - - - - - CONST. -. . . . - - - - - --_ . _- -. CON -- - - - _ - - - - - - - - CONSTT UCfi - - 66 RCP (1850 _ D) _ . . . _ . 78" RCP (1250 - -D) 54" CP (800 - D) - - - CONSTRUCT CATCH- BASIN - - - - ' 5.0'W X 30'H CP BOX -- - - - _ 30" RCP(1 00 D) - - - - - - TRANSITION- PER OET S. _ - - -CONSTRUCT t9-:O- tF - - - . . . . . -- - _ - PER CRC-STD -PLAN 302 - 3t 481 . Ct1RB OPENM -CB'S - _ - N E »$" - - CON UC 44.47 LF ON •SHT. 4 - - DF TRANSITION PER MAIN LIME - - __ 48" RCP. ( 850 D� AND. ST. PLAN .SHT. 2. O 5 - - - - - - - - - - - WITH GRATING DETAILS ON SHT. 4 CRC STD. 302 AND St. PLAN SHT 2 OF 5 (P NATE) 10+00 11 +00 12+00 13+00 14+00 1 5+00 CONSTRUCT TRANSITION 1 0+00 1 0+00 11 +00 CONSTRUCT TRANSITION PER DETAILS ON SHEET NO. 4 LEGEND: CONSTRUCT 23.61 LF PER DETAILS ON SHT. 4 CONSTRUCT 10 LF OF TRANSITION CONSTRUCT 21.38 LF OF RC BOX PER 54"X54" RC BOX 0 EXIST. 12 3/4" S.C.EDISON FUEL PER DETAILS ON SHEET 5 PROFILE O EXIST. 12" WATER DETAILS ON SHT. 4 CONSTRUCT TRANSITION SCALE: PER DETAILS ON SHEET NO. 4 VERTICAL 1" = 4' EL. ELEVATION HORIZONTAL 1" = 40' INV. INVERT PIPE CONSTRUCTION NOTES 3i C-I '� /" i 6 CONSTRUCT 66" RCP (1850-D) i �� i �n1��v l_l_ `t _ " " _ 7 CONSTRUCT TRANSITION STRUCTURE 78 RCP TO 66 RCP, PER SHEET 4 MODIFIED JUNCTION 8 CONSTRUCT 78" RCP (1250-D) 'STRUCTURE TO JOIN EXIST. " " 9 CONSTRUCT TRANSITION STRUCTURE 78 RCP TO 54 RCP, PER SHEET 5 BOX CULVERT - DETAIL 1, MEET 4 � _, ` `� _ ✓ 10 CONSTRUCT 54" RCP (800-D) AND REFERENCED CRC DRWG NO. 1049 - 11 CONSTRUCT JUNCTION STRUCTURE PER CRC STD 331, A= 50 20 56", B=30 , C=46 , D=54 _ 12 CONSTRUCT 54"X 54" RC BOX PER SHT. 4 z A' 13 CONSTRUCT VARIABLE W,H RC BOX PER SHEET 4 �• -\ 14 CONSTRUCT CATCH BASIN W/GRATING PER CRC STD 302 �J Ja; ,� [W= 28.53(9 GRATES), V= 11.26' ® OUTLET END; V= 8.88' 0 UPSTREAM, A=49.0'] " - t- A -)r,r 1 15 CONSTRUCT 30" RCP 1500-D J , 16 CONSTRUCT 48 RCP 850-D) \- �Q r �.�t-L_ .. 17 CONSTRUCT CATCH BASIN WITH GRATING PER CRC STD 302 `� SEE ST. PLAN EXISTING CATCH BASINS ` 1 4 6 _ SHT. 2 OF 5 [W= 28.53(9 GRATES); V= 10.33 ® OUTLET END; V= 7.94 0 UPSTREAM END; A= 0'] O ABANDON JN PLACE " ' 18 CONSTRUCT TRANSITION 54 RCP TO 54 RC BOX PER SHT. 4, DETAIL 3 LINE B"(PRIVATE) CONSTRUCT PER DR 96-21 `'"` 19 CONSTRUCT TRANSITION 54" X 54" RC BOX TO 48" RCP PER SHT. 4, DETAIL 4 �' < 1 5 i i AND ONSITE GRADING PLAN 3) FD BRASS CAP CALTRANS, � - p� ;- - - -- -- `SXR o CE CHARLES SMITH AVE. - `. _.- - -- - _ , �� B EXISiNG �� CURVE DATA OA OB OC D PER R.S. 44/4 -/\�- \ _ F- RIGHT O -WAY / �� , 8 -- �-------� j 1 7 SEE ST. PLAN SHT 2 OF 5 54'06 36 2355 51 49'00 00 02'03 14 _- - LINE "A� ; R R 25.00 FT 1095 FT 25.00 FT 1095 FT ECORD ROW LINE PORTION B D E PER N A AN ON D PM 15012 Y - �,,� - h � �� _ ��� tel_ �__ � 1 3 L 23.61 FT 457.35 FT 21.38 FT 39.25 FT \ ,,� E� -- � •�Y, .. � \ `�-� �� -, - o ��-�� '-"-- _ . 11.39 FT P� x ' • _ _ a-�- - C ----- ----- --------- -- 12 77 FT 232 06 FT 19 63 FT G o - - - � 50*20'J6' -�"__ -_•- -_--_-yam_..._--_-----__== + \ - r Jr' EXISTING -�--- --- - i -- -- / - -- -- BOX CULVERT SEE CRC DRWG. . ------------------------------- - --------- ----------------- ..... . _�- .-��- ---- ---- J _ - - �� - - -- NO. 1049, 36/73 .393'- -- -- - - - -- -- - ` _ ' - - - - - RIPTIDN OF REVISION DATE � CITY i - - - _ _ - - APPROAL k , • k Pt � 77.20 -�,-,..__ ------------------------------ --------------�----_ - _ _ - CITY OF RANCHO CUCA ONGA y L -- -- _ - - - - , � EXISTING ROW -� •� \, �y (ROCHESTER AVE.) 1 �I H 1 2 �S �A R E� J�A F x - - C NO. 15012 o EXISTING �' 1 1 1 EXISTING R.O.W. \ 1 - - 2 C - `r DRAINAGE - G' FS CHARLES SMITH AVE. - STORM DRAIN PLAN AND PROFILE EASEMENT / 9 N nF Ess,O,yq� STA io+oo.oo to 1s+r4.r2 " 1 - ._ - - - 1) FD. 2 1/4 CAL D.O.T SCALE: 1 = 40 -- ,� ;,_ -� \ - - _ \ = co / 4 y - - z � z W W _ BRASS CAP PER RS 44/4 1 y C APPROVED BY DATE M o 1* � p 00 � a (EC, ORIG. RECORD �� ,� RCE NO. 24953 0 0 c� � ori > > STA 14+87.26 THIS SD PLAN= 7° DESIGN BY: RECOMMENDED 'n z c, cn 0 0 0 N . G ,1'S 1145 R. J MULLINS i A880CIATE8 INC - r - - - - - '+ > z + STA 195+38.02 OF ST. PLAN, ' ' > u w m ,� 6�p/� G.M. 12M Ffth shadow Road �'� Z• 2 y-y� � &z SEE SHT 2 OF 5 DRAWN BY: 7731 SVL Box SHEE l , Vlakwv9s, CA 92392 9 o W.A. r CAIi� (760 952-2248 ) 952-3148 Fax 3 OF 5 CHECKED BY: R.C.E. NO. 31145 DRAWING N0. , G.M. DATE JOB NO. 96-4-3 1608-D -A a< REMOVE EXIST. " b" & "c" 1 '-6" i LIMITS OF " b" BAR EDGE BEAM AND REPLACE W/#6 ® 6 3 1 /20$ 4" 4„4„ l '-8” MIN LAP PLACE RADIAL TOL I (TYP) 2a 5 00� REF. LINE BRG N88'03'41" E MATCH EXISTING. 5 4-#8 TOP & , BOTTOMTYP SEE PLAN (ANCHOR INTO ) � s o� TRANSITION AS #4 ® 12" SHOWN IN SECTION B-B m i TRANSVERSE TO 4 ® 18 Im Q�� S #5 TIES @ 4' TYP. ALL OF TRANSITION - g`�- STRUCTURE " a" BAR " b" BAR 7'-7"p 4-#8 INSIDE 4 12" °° o N �P ' 4-#8 OUTSIDE .� - w ro of _ LONGITUDINAL TYP. BOTH SIDES -2 Noi•5s'i9"w SEE SECTIONS " TYP. FOR VERT. TIES #5„ @TIES 4' (TYP) = 1 15 57' - C -C & D - ID I #4 ® 12 " b" BAR '0 1 4-#8 TOP,I 4-#8 BOTTOM o DETAIL-2 i s W i s SCALE: N.T.S. a- _,•�_ r ;�� ; TYP. TOP & BOTTOM \ IW r I C C zo z 60 X 60 BOX fig" RCP TO 60" RCP REMO L LINE \W i3 , " " TRANSITION STRUCTURE LINE " A " TRANSITIONS SEE D AIL-1 �� '� Ifn N N o VARIABLE WIDTH/HEIGHT BOX 54"X54"BOX g 19 +02.79 TO STA 10+31.48 1 N IMo r^ c6 z � Z TO STA 010+48.52 T STAA 112+10. S STA 1010+19 98 \N f^ \ 00 ro o o H 60" VARIES 6'-0" 3'-0" 54" VARIES, SEE DET. C-4 60 X 60 � z � � 66„ \ r DIM VARIES DIM VARIES DIM VARIES �- RC BOX Q w Q z w 0 W 60" VARIES 2'-10" 5'-0" 54" VARIES, SEE DET. \ r SEE PLAN SEE PLAN SEE PLAN cn m 0 w ``� DIM VARIES \\ II 1 1 '-0" ± SEE PLAN is 9" 12" 9" 9" 8" VARIES, SEE DET. \ r ' iPT "BAR #5®12" #5012" 4C�1fi" 4®16" #5®12" #5®12" SECTION A - A = ----- "6'BAR #4012" #4®12" #4016" #4016" #4012" #4®12" PLAN (SEE DETAIL 1 , BELOW) SCALE: N.T.S. FL 1047.64 - SCALE: 1" = 10' - ' 3 1 2" 4-#8 TOP & BOTTOM (TYP.) 6" N / SECTION E - E DETAIL-2 I 3 X 4' SECTION F - F SCALE: N.T.S. ' 22 ��� , I #5 TIES @ 4" (TYP) TRANSITION 2 60" X 60" RC BOX TO 66" 0 RCP , SCALE: N.T.S. EXISTING REMOVE EXIST. " b" & " C" BARS STRUCTURAL NOTES: E S „ G �- / 2-60 RCP _ cn AND REPLACE W/ #6 ® 6" GENERAL i oo X w z F i w a Z Ln 1. SEE SHEET 1 FOR GENERAL NOTES. i N �- p i F ofQ V) 2. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING, SHORING OR OTHER C 70 4 ® 12" - < z00 MEASURES NECESSARY TO COMPLETE THE WORK AND TO PROTECT EXISTING STRUCTURES x48 S # 1 54!'0 �~ ,ri �`�ox AND TO ASSURE THE SAFETY OF WORKMAN DURING CONSTRUCTION. SUCH MEASURES z N RCP o o- o -m SHALL COMPLY WITH SAFETY REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION. o EXIST. a BARS +I Ln zw + zmm " X " ONCRETE I b + zw �n C) 54 X 54 RC BO I I LO X PROTECT IN PLACE _ � N 6" 36" I C° 1. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318-95. I 21 I 3 �, /, N 2. CONCRETE STRENGTH SHALL BE fc = 4000 PSI (28 DAYS). - , -- - - -- -- lt00tN 3. REINFORCING STEEL: ASTM A615 GRADE 60 DEFORMED. � CONSTRUCTION NOTES: 1 � - 1 1 � � - FL 1049.56 I 1 A I \\ ��\ \ ,�/ REMOVAL -- - 18 CONSTRUCT TRANSITION STRUCTURE AS SHOWN HEREON \ \ 9 > LINE DIM VARIES 19 CONSTRUCT TRANSITION STRUCTURE AS SHOWN HEREON SEE PLAN © REMOVE PORTIONS OF EXISTING RC BOX AND CONSTRUCT TRANSITION STRUCTURE N8B'03'41" EEXISTING DETAIL — 3 PER DETAIL - 1 RC BOX NEW RC TRANSITION TRANSITION SECTION 18 21 - � I - O O CONSTRUCT 5'-0" X 5'-0" RC BOX PER DETAIL 1 54",l RCP TO 54" X 54" RC BOX N80' 7',5 REMOVE EXIST. " b" & " c" BARS 22 CONSTRUCT TRANSITION STRUCTURE AS SHOWN HEREON -- 5 W _-- AND REPLACE WITH #6 @ 6" SCALE: N.T.S. O 0 23 REMOVE EXISTING 36" RCP CONNECTOR AND INTERFERING 20 \ I B '41" E — SECTION B - B m PORTIONS OF EXISTING 8' X 6' RC BOX. IN88 03 _ SCALE: 3/8" = 1' - --- -- z m o_ I BREAKOUT ~ o LINE 5.22'g9 �' LIMITS OF 1 '-6'� x z V o �pk\c,���,\,��0� i I \, -N? EDGE BEAM civ. c N 00 Ncr `n z p '- z + 3 LJO+ 0 DESCRIPTION OF REVISION DATE CITY EXISTING RCB TRANSITION �� I w m w m APPROVAL STRUCTURE PER I �� I „ CRC DRWG. 1049 I LIMITS OF 1 6 54 X 54 48"fZ� RCP CITY DF RANCHO CUCAMONGA A SHTS. 36 & 57 OF 73 I �� I EDGE BEAM 2" CLR (TYP) RC BOX 3,-0» 6„ #5 TIES �I �� ,>A,, #5 TIES PARCEL MAP N0, 15012 EXISTING I I -- STORM DRAIN - DETAILS � _ 190+41 .3A BC RCB I I Ir --- oo Q�OfESSIp� #8 (TYP) A :: STA 1()+00 RWG. A 049 - � � � I \� I FL 1049 63 }---- �Q``n N. M,y fey ..g .SHEET - P ER CRC 0 57 OF 73 ` � I I ,A,c SN( 36 & �\ I \I - _ I �Q' ���G�A�I►•� APPROVED BY DATE - I No. C U l 1145 c !/ RCE NO. 24953 #8 (nP) . 6 DESIGN DESIGN BY: R. J. MULLINS A A 80CIATES, INC. RECOMMENDED DETAIL — 4 s,91 r v '; G.M. '�rr�svah e� Road Z f ;�� I `1� DRAWN BY.- SHE DETAIL 1 MW SECTION D - D SECTION C - C TRANSITION SECTION 19 W.A. , _22�' , 9w_" � 4 OF 5 .,yl. SCALE: 1" = 5' 54" X 54" BOX TO 487 RCP CHECKED BY: R.C.E. NO. 31145 DRAWING NO. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. G.M. DATE Z6 JOB NO. 96-4-3 1608—D ,z W I LINE "A" 3p" 3p" " d" BARS "c" BARS " e" BARS + ! oo I 4 ® 18" � 30 (TYP) # AR) (TYP LONG B A i I �I of to BARS + � N i A " e" BARS LINE "A" REINF. - --- - -------- cn 78" RCP i 74°2 i'2C i 54 RCP _ w Q— - --_ o,�� _ ------ - - - -------- m @j 3-#6 " a" BARS > =� �� ' INV. EL. i - 1049.38 _ ------------- ---------- - �' Rill " d" BARS 6" (�'P) oo 5- 6 " b" BARS " c" BARS " d" BARS 0 12' VARIES 12' B-407 cn �a z coXZ 'w Q O lz m z - J Z a- W Z Z W SECTION B — B Q ,�'O SCALE. N.T.S. o X SIU O LO n z I � Z + 0 Q + CD W m (J m PLAN TRANSITION STRUCTURE 9 SCALE: 3/8" = 1' TRANSITION 9 STRUCTUML NOTES: REINFORCING SCHEDULE 1. SEE SHEET 1 FOR GENERAL NOTES. 2. SEE SHEET 4 FOR STRUCTURAL NOTES. BAR SIZE/SPACING 3. FLOOR OF STRUCTURE SHALL BE STEEL-TROWELED TO SPRING LINE "a" #6 (3 BARS) 4. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OPERATION. EXCEPT THAT THE CONTRACTOR SHALL HAVE THE it e" BARS " b„ #6 (5 BARS) LO NGITUDINALEYWAY OPTION ITUDINAL KEYWAY. THE SPRING LINE A CONSTRUCTION JOINT " c" BARS #4 ® 18" "c" #5 @ 12" 5. THE LENGHT OF THE STRUCTURE MAY BE INCREASED AT THE OPTION to d" BARS OF THE CONTRACTOR TO MEET PIPE ENDS. USING "d" BARS IN of a" BARS ' do' #5 @ 12" EXTENDED PORTION OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. "e" #5 @ 12" CONSTRUCTION NOTES: CONSTRUCT TRANSITION STRUCTURE AS SHOWN HEREON. 78" RCP 54" RCP 6" TYP) 6" TYP DESCRIPTION OF REVISION DATE CITY APPRO AL ( " d" BARS CITY OF RANCHO CUCAMONGA " b" BARS ` a PARCEL MAP N0. 15012 SECTIONA — A SCALE: 3/8 = 1 Q�oFEss►oHq STORM DRAIN - DETAILS SHEET - 2 N . C i 1145 APPROVED BY �r DATE t -� -� RCE NO. 24953 f DESIGN BY: R. J. MULLINS SAarsOCIATES, INC. RECOMMENDED �9h . G.M. 125M Rain Shadow Road �'S a r Jr GAl1F� 7731 Box DRAWN BY: wtCA 923112 SHEET W.A. )962-2248 , i 952-" ftx 5 of 5 CHECKED BY. R.C.E. ND. 31145 DRAWING NO. G.M. DTE 26 JOB N0, 96-4-3 1608—