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Home My WebLink About3539-4NOTES i THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. H. SHALL NOTEXCEBD 5"45'. 2. VALUES FOR A` B. C, D| AND D2 ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATIONS ARE SHOWN WHEN REQUIRED BY NOTE 10. 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. 4. REINFORCEMENT STEEL SHAT L CONFORM TO ASTM A G15 K4(4 GRADE :50C(40). AND SMALL TERMINATE 4;0 In= (1 1/2-> CLEAR OF CONCRETE SURFACES UNLESS 0THERm/|SE SHOWN. LONGITUDINAL BARG SH�LL 8E IOM 0 1150 mm (w3 OR v4 0|8") OC OR LESS. 5ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS 0PERAT|0N, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT LONGITUDINAL KEYWAY. 7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED 4TTHE OPTION OF THE CONTRACTOR TO N177[T FCP ENDSUSING BARS. LONGITUDINAL AND B0TT0V RE|MF0RCEMENT IN EXTENDED PORTION 0FSAx�ED{4k�ETER AND SPACING AS SPECIFIED IN THE TABLE. BUT ANY CHANGE IN THE LOCAT|O� OF SPUR MUST BE APPROVED BY THE ENGINEER. 8. EMBEDVENTP SHALL BE AS SPECIFIED IN THE TABLE. UNLESS 0THERYV|SE SH0YvN ON THE PROJECT DRAWINGS. 9. WHEN THERE IS NO SPUR REQUIRED. 4 & 8 BARS SHALL BE OMITTED. |O. WHEN ELEVATION R AND ELEVATION 3 ARE NOT SHOWN ON PROJECT DRAVV|N0S. INLET PIPE SHALL ENTER MAIN L|NERAD|ALLY. WHEN INLET PIPE ENTERS M4|M LINE OTHER THAN RADIALLY, ELEVATION S SM4LL BE SHOWN ON PRCJECT DRAWINGS, AND INLET |PE SHALL L BEi!D ON 4 STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN OR G?ADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON PROJECT DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. U. THEMAx(MIUM COVER ABOVE THIS STRUCTURE HN_L BE 7.5 m(25`L /F THE COVER EXCEEDS 7.5 m(25') A SPECIAL 'STRUCTURE $HALL BE DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS, 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. /F METRIC VALUES ARE USED, 4LL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES EXCEPT REINFORCING BAR SIZES ;N ENGLISH UN/TS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS 4RE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UN1TS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN COVER Al :r fco MM INLET INLET LU No. 43973 and/or completeness nf this information and shall not be responsible for any errors or onuism)noa F -P- 61301107 e incorporated ereivanancmub MT_ i r USE WTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DATE FRCF OR SECTION A U OR OR 250 V) tLj i c4 BEGIN TRANSITION it LSO m SECTION INLET TYPE L-1- T DETAIL 071 ANCIJOR I tr E3 1 1 75 mrn Lj FIL 375 PLAN 0 61 TC CRADE LINE AS sp 450 16 120 4 1/2 525 130 5 675 27 i 14!0:±tEd 750 3 160 6 Z3 160 C 114 170 j�PCINT F. F M POINT N' PROFILE 1350 54 233 1 9 1500 cc 250 1 9 112 157t 63 260 1 10 16to 66 260 1725 69 2eO 1 10 3/4 1800 72 280 1 it 2250 1 90 340 1 11 1/4 010 1- -1� 1 to 2400 9 F, 360 14 2700 10 Lq 1 410 16 2850 114 1 420 16 1/2 3000 120 1 44 3150 126 1 440 17 3450 138 1 450 17 112 Pqw11LGATFDI?1Y THE SLrIAI,P�,S, PARKWAY DRAIN! STANDARD PI -AN 151- 1 NOTES i THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. H. SHALL NOTEXCEBD 5"45'. 2. VALUES FOR A` B. C, D| AND D2 ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATIONS ARE SHOWN WHEN REQUIRED BY NOTE 10. 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. 4. REINFORCEMENT STEEL SHAT L CONFORM TO ASTM A G15 K4(4 GRADE :50C(40). AND SMALL TERMINATE 4;0 In= (1 1/2-> CLEAR OF CONCRETE SURFACES UNLESS 0THERm/|SE SHOWN. LONGITUDINAL BARG SH�LL 8E IOM 0 1150 mm (w3 OR v4 0|8") OC OR LESS. 5ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS 0PERAT|0N, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT LONGITUDINAL KEYWAY. 7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED 4TTHE OPTION OF THE CONTRACTOR TO N177[T FCP ENDSUSING BARS. LONGITUDINAL AND B0TT0V RE|MF0RCEMENT IN EXTENDED PORTION 0FSAx�ED{4k�ETER AND SPACING AS SPECIFIED IN THE TABLE. BUT ANY CHANGE IN THE LOCAT|O� OF SPUR MUST BE APPROVED BY THE ENGINEER. 8. EMBEDVENTP SHALL BE AS SPECIFIED IN THE TABLE. UNLESS 0THERYV|SE SH0YvN ON THE PROJECT DRAWINGS. 9. WHEN THERE IS NO SPUR REQUIRED. 4 & 8 BARS SHALL BE OMITTED. |O. WHEN ELEVATION R AND ELEVATION 3 ARE NOT SHOWN ON PROJECT DRAVV|N0S. INLET PIPE SHALL ENTER MAIN L|NERAD|ALLY. WHEN INLET PIPE ENTERS M4|M LINE OTHER THAN RADIALLY, ELEVATION S SM4LL BE SHOWN ON PRCJECT DRAWINGS, AND INLET |PE SHALL L BEi!D ON 4 STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN OR G?ADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON PROJECT DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. U. THEMAx(MIUM COVER ABOVE THIS STRUCTURE HN_L BE 7.5 m(25`L /F THE COVER EXCEEDS 7.5 m(25') A SPECIAL 'STRUCTURE $HALL BE DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS, 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. /F METRIC VALUES ARE USED, 4LL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES EXCEPT REINFORCING BAR SIZES ;N ENGLISH UN/TS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS 4RE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UN1TS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PIPE TO PIPE MET !r - SHEET20F2 TOLL FREE `-� 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTES l. FLOOR OF BOX SHALL BE TROWLED SMOOTH, 2- |F THE TOE OF SLOP[ IS ALLOWED v0Tn/N THE R/n\ INLET TYPE l BEGINS AT THE TOE RATHER THAN AT THE R/W LINE. 3, FOR OPEN DITCH (TYPE 2). THE 600 mm (24'') EXTENSION BEYOND THE R/v LINE IS NOT REQUIRED WHEN BACK OF WALK IS 500 norn (2+^) OR MORE FROM. THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT. 4 TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL. 5� x HEADED STEEL STUD 16 mm x 100 mm n*T* a 25 mm HEAD (5/81, " 6-3/9^' 1~ HEAD) ATTACHED B, A FULL pEm[TRAr|Om BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6� NORMAL CURB FACE AT P0NT M, AND Q. CURB FACE IS B + 125 nim (5") AT POINT w AND P. 7- TINE 75 rn,n (3'') LEC 0F THE 16 mm (5/8') DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK O. SLOPE = 2�0%� 8- DIMENSION'S 3HO%" ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES- IF METRIC UNITS ARE USED. ALL VALUES USED FOR CONSTRUCT/ON SHALL BE METRIC VALUES, IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGL|I1_1 VALUES HOWEVER, *STM 615 REINFORCING STEEL MAY BE 5UBSnTUT[D FOR ASTM 615M STEEL, These Record Documents have been prepared STANDARDPLAN based on information provided by others. The METRIC 151-1 Design Professional has not verified the accuracy LU No. 43973 and/or completeness nf this information and shall not be responsible for any errors or onuism)noa F -P- 61301107 e incorporated ereivanancmub MT_ i r USE WTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DATE AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARDPLAN TRANSITION STRUCTURE METRIC 151-1 ~o LU CL ��r � t» 7-------_-____ / PLAN SECTION A -A � � ~ ARCH MAY HAVE x HORSESHOE - SHAPED, CIRCULAR, ELLIPTICAL OR e/*wL^a cnono SECTION. 21 .LL r^^,t°N ZI°vw° .o rom/mLnmcx ssc noraS NO T/owAL ComsnaoCT/ow /wn ece OR ARCH TO RCF USE cuwyr. xmwr OF RCS OR ARCH_ nCm To wnc* USE CONST. | JOINT OF RCS | AMERICAN PUSI IC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER � TRANSITION STRUCTURE � ~o LU CL ��r Uj SH ECT 1 OF 2 . USE WTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FRCF OR CRI:H--- U OR OR � V) tLj | BEGIN TRANSITION it T tr E3 Lj � t» 7-------_-____ / PLAN SECTION A -A � � ~ ARCH MAY HAVE x HORSESHOE - SHAPED, CIRCULAR, ELLIPTICAL OR e/*wL^a cnono SECTION. 21 .LL r^^,t°N ZI°vw° .o rom/mLnmcx ssc noraS NO T/owAL ComsnaoCT/ow /wn ece OR ARCH TO RCF USE cuwyr. xmwr OF RCS OR ARCH_ nCm To wnc* USE CONST. | JOINT OF RCS | AMERICAN PUSI IC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER � TRANSITION STRUCTURE � ~o RCB TO PIPE 342-1 ��r � SH ECT 1 OF 2 . � t» 7-------_-____ / PLAN SECTION A -A � � ~ ARCH MAY HAVE x HORSESHOE - SHAPED, CIRCULAR, ELLIPTICAL OR e/*wL^a cnono SECTION. 21 .LL r^^,t°N ZI°vw° .o rom/mLnmcx ssc noraS NO T/owAL ComsnaoCT/ow /wn ece OR ARCH TO RCF USE cuwyr. xmwr OF RCS OR ARCH_ nCm To wnc* USE CONST. | JOINT OF RCS | AMERICAN PUSI IC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PP1_WMrA7 F0 BY 7�tE TRANSITION STRUCTURE 342-1 I_RrCNR�� OkAM1,7EF RCB TO PIPE 342-1 I 91K USE WTH STANDARD SPECIFICATIONS FOR PUBLIC: WORKS CONSTRUCTION SH ECT 1 OF 2 SHEET I OF 2 USE WTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES � L THE 6L£ OF DIVERGENCE OR CONVERGENCE. 8. SHALL NOT EXCEED 5* 45'. � 2. REINFORCING5TEEL BAR 3|ZES, SPAC|NG, PATTERN AND COVER OVER THE STEEL SHALL BE AS FOLLOWS! RCE TO RCP AND RCB TO ARCH - THAT OF RCB SECTION. ARCH TO PCP -THATDF ARCH SECTION. ARCH TO ARCM - THAT OF ARCH SECTION HAVING THE THICKER WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION. � � 3. THE CONCRETE THICKN75S SHALL BE AS FOLLOWS: RCB TO RCP AND ARCH TC ROP - THAT OF ARCH OR RCB SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS 100mm (4*) GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL VARY UNIFORMLY FROM, THA�7 OF THE ARCH OR RCB SECTION TO THAT OF THE RCP WALL PLUS 100mm (4*). kCB TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RC8 OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL V ARY UNIFORW-Y BETWEEN THE TWO ENDS. 4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY BETWEEN THE TWO ADJOINING SECTIONS. -' AT RCP JUNCTURE. EMBEDMENT P SHALL BE 130mm (5*) FOR PIPE SIZE OF 2400mrr, (96") OR LESS, AND 200mm (61 FOR PIPE SIZES OVER 2400mn (96*). 6' 28 k»P (4000 P3) AT28 DAYS AND THE CONCRETE SHALL BE THE SAMEIMIX AS THE ADJACENT RCB. 7. ALL STEEL. EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400(60) BILLET STEEL C0NF0RM|MGT0 ASTM. A 615 M (A 6}5) AND SHALL TERMINATE 40mm (| 1/2^) CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE � S. KEYED CONSTRUCTION JOINTS OF THE SAVE DIMENSIONS AS THOSE OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE TRANSITION STRUCTURE AT' THE CONTRACTOR'S OPTION. SEE SECTION B -B 9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITHITHE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PROJECT DRAWINGS. |O. DIMENSIONS SHOWN ON THIS FLAN FOR METRIC AND ENGLISH UNITS ARE NOTEXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. � � � AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN TRANSITION STRUCTURE 342-1 RCB TO PIPE SHEET 2 OFF 2 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUMON OF REQU21M PREPARED FOR: BENCHNAM 7TJO YEARS OF THE DATE OF APPROVAL The Stratham Group B.M. #361, SPIKE IN NORTH FACE OF SHOWN RMON AND CAREMED F0.RTH 1N A P.P. # 1536697E @ S.W. CORNER OF DMGMT HANNM TH-' Crry ENGMM IUAY 2201 Dupont Drive, Suite 300 BASELINE AVENUE AND SULTANA AVENUE REQU."IE REEWSIONS TO T10 PLMS TO Irvine, CA 92612 COMMONS AND STANDAMM IN EFFECT (949) 833-7853 ELEVATION: 1365.01 � �12 10' � | V 8 ''' 62.PP 1299.0 _W 8 �U` | � -- 'f | BEG", '"E 1154.50 1289.01 8VV11 . U tLATERAL ECTOR K/w (03 OR 94C481 00 POUNC EDSES TO RADIUS OF APPROXIMATE ID OF Q LATERAL. mxx/mu* eoo m'� (ss^) - 150 M ir- SEE t MAIN LINE NOTE a Q IF SEE NOTE 4 PLAN D BARS IOM (03 S A. ST AD. I 15MC450 mm (#40118*) Oc, TO BE USED WH d2 IS 000��m(y0.)un uunsA BARS -� o�^nm IOM0450 mm BOTH WAYS, TO BE USED WHEN S IS 1500 rvn (60') d OR MORE PROJECTED ON M -M-191 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PR-V-ILG,- rCC By THE TRANSITION STRUCTURE ,37ANDARD PLAN rJ-�_V_Jc FOP 011JENSIONS PIPE TO PIPE 340-1 A ND BAIR SIZES USE WTH STANDARD SPECIFICATIONS FOR PUBLIC: WORKS CONSTRUCTION SH ECT 1 OF 2 || || BEGIN 36"X9" RCB 27. TOWARD U'U | U U OR OR � || | BEGIN TRANSITION it T E3 375 15 110 4 1/4 0 61 450 16 120 4 1/2 525 130 5 675 27 i 14!0:±tEd 750 3 160 6 Z3 160 C 114 170 F. F 1350 54 233 1 9 1500 cc 250 1 9 112 157t 63 260 1 10 16to 66 260 1725 69 2eO 1 10 3/4 1800 72 280 1 it 2250 1 90 340 1 11 1/4 010 1- -1� 1 to 2400 9 F, 360 14 2700 10 Lq 1 410 16 2850 114 1 420 16 1/2 3000 120 1 44 3150 126 1 440 17 3450 138 1 450 17 112 SEE NOTE 4 PLAN D BARS IOM (03 S A. ST AD. I 15MC450 mm (#40118*) Oc, TO BE USED WH d2 IS 000��m(y0.)un uunsA BARS -� o�^nm IOM0450 mm BOTH WAYS, TO BE USED WHEN S IS 1500 rvn (60') d OR MORE PROJECTED ON M -M-191 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PR-V-ILG,- rCC By THE TRANSITION STRUCTURE ,37ANDARD PLAN rJ-�_V_Jc ;,UL, =VV 7TEE PIPE TO PIPE 340-1 REV 1�11?5 USE WTH STANDARD SPECIFICATIONS FOR PUBLIC: WORKS CONSTRUCTION SH ECT 1 OF 2 '� , /YfQ2,14 129912 INV / UVO lD' PKz� / / \ ,o~ q ouzc BEGIN TRANSIIIUN END 36718" RCB 11 11+41.00 BEGIN TRAN$TION 10 11+45.00 A.P. END 36"X9" IR END TRANSITION FUTURE BEGIN 3008" RCB 42" STORM \\-EXISTING RIW . �51304.60 TW 1304.60 TW - 0.8, I/CuU.14 -6 INV � 130400 TW --- ' :|o A to - LI i t 4A BARS L - I 20' 12' ]-j PROPOSED -OUTLET � -EXISTING CURB &GU77ER TRUCTURE | U|U ' »/o � ~~--~~-- SCALE: 1`--2' |�|N10J NOTE. CONC.=3000 PSI AND REBAR=40 KSI 10+20.00 END PARKWAY DRAIN BEGIN 36 X7" RCB 10+00.00 1298.54 INV � || | |� � U'U . , � | U |U13EGIN PARKWAY DRAIN /��0�y2 � �' n'~v � � U� �K ��T � PROPOSED OUTLET STHMOTURE ' /``^/ /�� /v SHEET -� � Y~=2O' Prepared By: FESS/� Al0LARD ENGINEERING Civil Engineering - Land Surveying - Land Planning co 8253 Sierra Avenue Fontana, California 92335 0 No. 43976 Fri U-1 rn David S. Hanimer, R.C.E. 43976 Date CAQ� (expires 6/30/2005) 0. ' | 10.5' czTo, TOP VIEW SCALE. 1"=4" 1304.60 TW --------- | ' 130460 TIN | 1302.12 00/ | CONSTRUCT SINGLE PIPE HEADWALL PER CAL��S STD. DING. D89 CONSTRUCT SINGLE PIPE HEADWALL & WINGWU/ PER CALTRANS STD. DVIG. D90 CONSTRUCT PIPE TO RCB TRANSITION STRUCTURE PER APWA STD. DVIG' 342-1 INSTALL OUTLET STRUCTURE PER APWA STD. DWG. 151-1 REMOVE AND REPLACE CURB AND GUTTER CONSTRUCT TRASH RACK PER APNA STD. PLAN 381-0 � STOR11t DRAIN PLAN DRAWN BY. SCALE: AE TRACT NO. 16271-1 AS NOTED DESIGNED BY: DATE: RC DECEMBER, 2003 CHECKED BY- APPRO BY. DRAWING NO.: CITY ENGINEER' R.C.E. 51152 rxeoome wc\uYVU\/Zuoo\u/uxm\/nZ//-/\/ou//-/_uuo*uVVy � |� b* 6" �'- `, ° ° /� || || BEGIN 36"X9" RCB 27. TOWARD U'U | U U CURB & GUTTER 11+06.00 � || | BEGIN TRANSITION it END 36°x70 RC8 1.5R�| | | . �51304.60 TW 1304.60 TW - 0.8, I/CuU.14 -6 INV � 130400 TW --- ' :|o A to - LI i t 4A BARS L - I 20' 12' ]-j PROPOSED -OUTLET � -EXISTING CURB &GU77ER TRUCTURE | U|U ' »/o � ~~--~~-- SCALE: 1`--2' |�|N10J NOTE. CONC.=3000 PSI AND REBAR=40 KSI 10+20.00 END PARKWAY DRAIN BEGIN 36 X7" RCB 10+00.00 1298.54 INV � || | |� � U'U . , � | U |U13EGIN PARKWAY DRAIN /��0�y2 � �' n'~v � � U� �K ��T � PROPOSED OUTLET STHMOTURE ' /``^/ /�� /v SHEET -� � Y~=2O' Prepared By: FESS/� Al0LARD ENGINEERING Civil Engineering - Land Surveying - Land Planning co 8253 Sierra Avenue Fontana, California 92335 0 No. 43976 Fri U-1 rn David S. Hanimer, R.C.E. 43976 Date CAQ� (expires 6/30/2005) 0. ' | 10.5' czTo, TOP VIEW SCALE. 1"=4" 1304.60 TW --------- | ' 130460 TIN | 1302.12 00/ | CONSTRUCT SINGLE PIPE HEADWALL PER CAL��S STD. DING. D89 CONSTRUCT SINGLE PIPE HEADWALL & WINGWU/ PER CALTRANS STD. DVIG. D90 CONSTRUCT PIPE TO RCB TRANSITION STRUCTURE PER APWA STD. DVIG' 342-1 INSTALL OUTLET STRUCTURE PER APWA STD. DWG. 151-1 REMOVE AND REPLACE CURB AND GUTTER CONSTRUCT TRASH RACK PER APNA STD. PLAN 381-0 � STOR11t DRAIN PLAN DRAWN BY. SCALE: AE TRACT NO. 16271-1 AS NOTED DESIGNED BY: DATE: RC DECEMBER, 2003 CHECKED BY- APPRO BY. DRAWING NO.: CITY ENGINEER' R.C.E. 51152 rxeoome wc\uYVU\/Zuoo\u/uxm\/nZ//-/\/ou//-/_uuo*uVVy