The URL can be used to link to this page

Home My WebLink About3181-7I54 0 300 rUW*1+912'S ASSEMBLY WAY rAFET. �GvttER, mrrr(t 4`tt2 t't: ?ilii LOCAL OEPRIE - SION SURPACE 1 A '; I4d ertim r tL '' t i I+1".1FI w, 1� k SII.Q "-FLOW LINE Iii9 y� C 'L Nc p y A. DOWEL PLATE ITYP I a CS SCOR Chl LIi�-_-T-'""-- �,-CORD Ltd f xE 2 EXTRA I5NI1W43 S1`ePS ON SIDES OF MANHOLE FRAME: t d01A'"Mm m -IR _!_ +# 1161t1d:. F AND Ct"ME .. S'.etrire r 7 ra y E CI2. 1IIA X.Jqy £'SAS1 I� I T � SLE AIME F i N! AND OOVTRa"", �r F rs tP; CONNECTOR OIi Ia E k� OPTIONAL $ FJ AAE . 1311 Mli)M#3 l'1 c CATCH . L T CONNECTION cssa SECTION A._A otY ..r s r caIG1{ 1s Qd7 gr (W) f..N,o:.:. DOWEL ITYP.t � i s r f U. Z PLAN „ . - r DOWEL DETA I L STRUCTURAL DATA ................ WALL AND SLAB DIMENSIONS AND REINF0RCEMENT RE0U[1REMENT _. � REt1'aP'ORE„INEIiT': ILIAL E4 hx I t REQUIRED IN.. W FRONTO BOTTI;TIN END WALL WALT: SLAE3' WAI L Lio #»»(5149 24 (w)' 1*,0 s r IS13 6"7. 1.0 M(33 5') &S rgIZ 1 200 »sort$"t 200 ow*( -) � 2.0 riirtT I-$ rWS- 1 ISO ipna#E"1 1" X64, 2,0 047') :$;5 P91 21 200 X13"7 20* 18.1 416,* } 1:2€ ISO *""As t lira r 6 7 t we-,) 1:,o 200 ?"WW) 4,0 M04* P 3 5 *-412'i 211th mffg4 9"I 254 V0001 1 +s L4 rm€6":1 150 rnutll6"I. 20+01 Il 1 `.• 2.4 1*11' 1 160 ared8"1 200 tonfal f 540.99109 20.0 awe-) 250 SI0"7 nKI2"t 200aarme 2 RnNItKt I p r i FOR W 9 m(28*11, V Y 3�5 rk1211 OR .9 > t:2 mt4') SEE. PROJECT PLAMS AMERICAIN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ,1111. PROWLQATU by STANDARD PLAN CURS OPENING CATCH BASIN METRIC 304..2 115E WITH STANDARD SPMWFICAeTIQNS FOR PUBI IG WORKS COW» RUGTl13F1 F- W 2 � U —� Lr� F- l I 2 FU- lJ� 000 Mrn•- dCV .-d:d d rn Wan O MM CA o) O MM fes. � I TOLL FREE 1-800-227-2600 ., A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 i r=Z FU- lJi FU-IJi I 2 FU- lJ� � `It dCV Cq d rn N 000M M n a 000 M 04 M 4 MM Oi 06 p 00 C7) m O C» Cn M O 0) 14:h G t2 T 4- CASE'A , W=2f, +f 1 CATCH BASH #1 DUAL 4 STA *33.36 NOT TO SCALE REV. E, V44ERE THS' 8A SIN IS TO BE CONSTRUCTED. WITHIN THE L.IMIITS OF EXISTING OR PROP b eo SMEWWALK OR 19 CONTIGUOUS TO SUCH SIDEWALK. THE TOP ISLAS OF T14E BASIN MAY BE POURED EITR MONOLITHIC N t)LITI^IIC wETtl THE SII)E1tItALK 0R SEPARATELY USING THE SAME CLASS OF CONCRETE AS IN THy BASIN- wf POURED M6N4.IT 1C LLY, THE SIDEWALK SHALL BE PROVIDED WIIi A WEA EMEp LAUE 5R A 2S"sm(Il DEEP SAWC1T CONTINUOUSLY AR®A3Nl5 THE EXTERNAL P iIkET->3� OF THE. CATCH BASIN YIiA :5 ' INCLUDING INC: /A {i LL LUD ACROSS THE FULL WIDTH F I }# OF T141E SIDEWALK. SURFACE 5P ALLEXP OSE3 �N'lR T' IIA F R �` C Er k` 'S LL C"'Q'A1 O iA IN SLOPE, fisRAIJE.: COLOR, FINISH,: A SC3R I N; TO EXISTING OR IaRCER+93EEt} CUA8 ,AIDC? WALK AIJJA:CEIbIT 'i"C9 THE $14S I It. 2. ALL CURVED CONCRETE SURFACE..$ SHALL BE FORMED BY CURVED FARMS. AND 'SHALL_ NOT BE SHAPCD BY PLASTERING.. 3. F' P A I I LOE7I$ ti B S N 5>�I/ALL. BE MEN I� A T E STEEL TROWEL FINISH AND S.hIALL. HAVE A, LONGITUDINAL N 0 �!E AL ANDRA T LA E If St -OPE OF 1= (Z MINIMUM AN I; 3 MAXIMUM, EXCEPT WHERE. THE GUTTER: GRADE EMCEtD a $ aERC NT IN IC-C1SrT. HE LONGITUDINAL NAL SL? E OF THEFLOOR SHALL 8E TIME SAME A5 THE GUTTER GRADE,,SLOPE FLQPR FR0M ALL MR, ECTIONS TO THE OUTLET, 4. DIMENSIONS- V = THEIFP` E t N [ISI T Ei E I ESE ELEVATION I €�N TW NTH 1� LIa BETWEEN E TO OF T EiEL1128 AND. . THE INVERT "I C E IR £I THE CATCH BASIN AT THE OUTLET 'o 1.35 ffA4.59. V = THE DIFFERENCE 114 ELEVATION BETWEEN THE TOP OF THE CURBAMD "THE INVERT AT THE UPSTREAM TEND OF THE BASIN. AND SMALL BE: DETERMINED 8:V TIIiE REGUIREMEM'IT a -F NOTE 3, BUT S14ALL. NOT BE LESS TIHAN CUF.48 FACE PLUS :3 o mrrlt[2'l; V 1 y rHE 01IFFERENCE IN. EL.iEVATI ON BETWEEN TIME TOP OF THE URe AND. THE INVEIRT OF' THE tNLEE"T. NOTED 0F1 THE PROJEC'1 PLANS. H NOTED ON THE PROJECT PLANS.. W 01ED ON THE PFIEIJECT PLdANS_ A = THE AN CLE, IN DEGREES. INTERCEPTED Sy "M'IT'E CENTERLINE OI•' THE C"ONNEC r6lI PIPE. AND THE CATCH RASIN WAI,.I.. TO WH 1, :I1•t THE CONNECTOR PIPE ISATTACHED. 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. uNI_E'SS nT14FR'W4+",V 41tPri l - 6. STEPS SHALL BE LOC.ATIrI3 AS SHOWN IF THE CONNECTOR PIPE :INTERFEiRes WITH THE; STEP'S. THEY SHALL SIE LOCATED AT THE CENTERLIHE Or. THE, DOWNSTREAM! END WALL, STEP$ SHALL. a SPACED 300 men02'P APART, THE 700 STEP SHALL BE 175 (71 BELf5E,l1+ THE TOP TO T14E MANHOLE AND PROJECT 165 mm(2-1/24ALL, OTHER STEPS SHALL.PROJECT 130 mmf54). 7. DOWELS ARE REQUIRED AT EACH CORNERI.AND AT 2 *7') ONI�I�I� IIt(�A,�CIIh1�J�1laI ALONG THE BACKWALL, 8, THE FOLLOWING STANOARD PLANS ARE:.INCORPORATED HEREIN-, 308 MONOLITHIC CA.TCH BASIN CONNECTION 309 CATCH 'BASIL REINFORCEMENT 'S PCI CATCH 8 4SIN FACE PLATE ASSEMBLY AND PROTIIECTION RAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP. 656 POLYPROPYLENE PLASTIC STEP 9, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND, ENGLISH UMTIS ARE NOT ExAGT EQUAL:. YALE,IES, IF METRIC..VALVES ARE USED. ALL VALUE'S USED FOR tONSTRUCTION SHALL. BE METRIC VALUES. EXCEPT REINFORCING BADS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC #BAR SIZES. IF FNGLJSIH UNITS ARE USED, ALL VALUES USED FOR CONST'RUCT10Is1 Sh ALL BE ENGL15M UNIT51 AMERICAN PUBLIC iM10 RK SOCIA-nON - SOUTHERN CALIFI R- NIA CHAPTER STA rl[3Aiii} PLAN CURB OPENBASIN �� SFtEI:.'P�P3I=.r. IO -Li I �I FU-[ij- FU-IJi I 2 M I 000 � dCV Cq d pj 00 Lo 000M to 4 M 04 DATE I ENGR.I CITY I DATE M FU- W FU— I 2 � p I N oNi� M Cq d pj 00 Lo 000M to 4 CN V_ 04 M ^ MM Oi 06 p 00 C7) Cn CASE "A, W -2P, H-4' 2 CATCH BASH #2 DETAL 4 STA *3428 NOT TO SCALE SHOULD CONSTRUCTION OF REQUIRED TMPROVEMIENTS NOT COIUtENCE WITHIN TWO YEARS OF TME DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DNJGFNT M41111NER, THE CITY ENMR MAY REQUIRE REVISIONS TO THE PLANS TO BRING MEM ]INTO CONFORMANCE WITH CONDITIONS AND STANDARDS 1N EFFECT X M. U _i U - U J tMD) IU- LJi IU- lJ� FU- LJi aagn oNi� p� 00 00 0000 pj 00 nN 000M r, 1 -OI v- CN V_ 04 C6 06 0000 00 00 Oi 06 p 00 C7) Cn Qj C» M M(n M MM OO OO M^ M� MM 14:h G t2 T 4- C) It VO- I �_ 004 �� PREPARED FOR: YOUNG HOMES 10370 TRADEMARK STREET RANCHO CUCAMONGA, Co. 91730 (909) 477-6715 CASE 'A , W -N, H-4' 3 CATCH BASH #3 DETAL 4 STA f0M40 NOT TO SCALE BENCHMARK B.M. 1361, SPIKE IN NORTH FACE OF P.P. J1536697E AT SOUTH WEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE. ELEVATION: 1365.01 FU- I lipo FU- I LJi IV- LJi E MM aagn oNi� p� 00 00 0000 pj 00 p p O M p M r rn to n P0 n M CASE W, W=2f, +f 4 CATCH BASH #4 DUAL 4 STA VM21 NOT TO SCALE �fIE S - awl.. EXPOSED� _ I��E.� SHALL � P�CII�DET? T � }.aS: ni, (HALF INCH) RADIUS_ . Cp AT�T�. ��I� E . SHALL :�. THE NORMAL vAl� Ck- � `ACL 3PTHE 4I�A�:ANT CURB. y THE r: SITS 6 AND nSHALL? OF HE NORMA;CURB. "A F ;NACLIT CI?iI PLUS' FI (SITE APE`-rCAOLE CAIt;.ti BASIN STANDARD PLt€`iI),.. 3, IN EX1$TIt1tG STREETS "WHERE NO PAVENiENT RE 00ELIN 'IS 1NI)ICATEC, THE ELEVATION, OF THE OUTER E GF Off` THE LOCAL :DEPRESSION SHAWL. MEET THE FINISHED STREET SURFACE. 4. IN NEW ! ITREE'TSm Ofd IN EXISTING. STRFFTS WHERE PAVEMENT REMODELING IS .INDICAT'ED- €HES ELEVATIONS OF POINTS aF AND 13 SHALL V E SLI. H, HIGHER, THAN TJ4E G, 'jTTV,FLOW: .LIME ELEVATIONS AT P✓ I rT : fl..Nk0 y RESPECTIVELY, € i In 3 ATI I°I OF POINTS I� s } �".a AI'II� PI SHALL, BE SET :FIS t•NiI:IE�I� TI^MAh, `iN' �LI3TEF� I±L.#:I LI NE ELEVATlON$ AT F &INIS E AND C, RrSPECTIVFLV, THE ELEVATION OF P0,114T S SHALL BE SF`!' H_, THAN THE CLEVATI N AT THE I` 17APEST GUTTER FLOWFFLOW LINE WHERE HEti l NO GUTYER k ,.r CEPT TO il-iT LOCAL D;RESSON, THE ELEVATION OF ROINT E 'SPIAL» HE 5E Ha THAN TAE ELEVATION AT .THE NEAREST TUE: OF CURS, H NOTED ON ISE PI.OJECT PLANS, H NOTED, ON' €HIF P R, 0,1 EACT N,AKS, H -t — NOT[ _'D ON THE. PROJECT PLANS. H NOTED ON THE PROJEtT !P LAIiS, G 6 00 Ilt'rtt (2 FaeU I'., 1_5 (5 Feet). E 1_ m (S Feet) 1 X . '2" ;rel (4 Fe -et). N 1.5 ra PS rest.) CATCH BAatk W FOR OLIF CATCH BASIN 01 DISTANCE 8E0NEE EXTREME END WAIL FOR IoIII:I11PLE CATCH BASINS, THE 'THICKNESS OF THE LOCAL DEPRESSION SFIALL SE 200 rirn (E 6. O(MrNSIONS S`ei `u' ri IPI THIS P>LAN FOR METRIC PINV LN I.ISH UTI"S ASE NOT EXACTLY EQUAL. VIALVES. IF METRIC tItIlt ASE IPEE AI_L.VALUES USED FOR CONSTPII.I4 SHALL HE ME'T'RtC ", ALIJEsN EXCEPT REINFOOCAG BAF SIZES IN ENGLIS4 UNITSI AYSE. SUBSTITUTED FOR MIyTIT:IC BAP Sf'1E,S. IF ENUUSH UNITS ARE USE'D_ALL VAL.LIIES OSED FOR CON } E � . STRUCTICN SFIAIw . ISE ENGLISH mlAE:;LIE, --------------- AMERICAN PUBLIC WORKS ASSOCIATION pig IA r�� 11Q SOUTHERN CALIFORNIA CHAPTER s TA NDA4p. I 7pLArl ME TRIC LOCAL CEPRESSI[ NS,IAT CATCH BASINS313 - 1 MEET 4 Or- 4 I E MM q: 0� "M 00 M 00 Li FU— p M .- M M Cn M 0 CASE W, W=2f, +f 4 CATCH BASH #4 DUAL 4 STA VM21 NOT TO SCALE �fIE S - awl.. EXPOSED� _ I��E.� SHALL � P�CII�DET? T � }.aS: ni, (HALF INCH) RADIUS_ . Cp AT�T�. ��I� E . SHALL :�. THE NORMAL vAl� Ck- � `ACL 3PTHE 4I�A�:ANT CURB. y THE r: SITS 6 AND nSHALL? OF HE NORMA;CURB. "A F ;NACLIT CI?iI PLUS' FI (SITE APE`-rCAOLE CAIt;.ti BASIN STANDARD PLt€`iI),.. 3, IN EX1$TIt1tG STREETS "WHERE NO PAVENiENT RE 00ELIN 'IS 1NI)ICATEC, THE ELEVATION, OF THE OUTER E GF Off` THE LOCAL :DEPRESSION SHAWL. MEET THE FINISHED STREET SURFACE. 4. IN NEW ! ITREE'TSm Ofd IN EXISTING. STRFFTS WHERE PAVEMENT REMODELING IS .INDICAT'ED- €HES ELEVATIONS OF POINTS aF AND 13 SHALL V E SLI. H, HIGHER, THAN TJ4E G, 'jTTV,FLOW: .LIME ELEVATIONS AT P✓ I rT : fl..Nk0 y RESPECTIVELY, € i In 3 ATI I°I OF POINTS I� s } �".a AI'II� PI SHALL, BE SET :FIS t•NiI:IE�I� TI^MAh, `iN' �LI3TEF� I±L.#:I LI NE ELEVATlON$ AT F &INIS E AND C, RrSPECTIVFLV, THE ELEVATION OF P0,114T S SHALL BE SF`!' H_, THAN THE CLEVATI N AT THE I` 17APEST GUTTER FLOWFFLOW LINE WHERE HEti l NO GUTYER k ,.r CEPT TO il-iT LOCAL D;RESSON, THE ELEVATION OF ROINT E 'SPIAL» HE 5E Ha THAN TAE ELEVATION AT .THE NEAREST TUE: OF CURS, H NOTED ON ISE PI.OJECT PLANS, H NOTED, ON' €HIF P R, 0,1 EACT N,AKS, H -t — NOT[ _'D ON THE. PROJECT PLANS. H NOTED ON THE PROJEtT !P LAIiS, G 6 00 Ilt'rtt (2 FaeU I'., 1_5 (5 Feet). E 1_ m (S Feet) 1 X . '2" ;rel (4 Fe -et). N 1.5 ra PS rest.) CATCH BAatk W FOR OLIF CATCH BASIN 01 DISTANCE 8E0NEE EXTREME END WAIL FOR IoIII:I11PLE CATCH BASINS, THE 'THICKNESS OF THE LOCAL DEPRESSION SFIALL SE 200 rirn (E 6. O(MrNSIONS S`ei `u' ri IPI THIS P>LAN FOR METRIC PINV LN I.ISH UTI"S ASE NOT EXACTLY EQUAL. VIALVES. IF METRIC tItIlt ASE IPEE AI_L.VALUES USED FOR CONSTPII.I4 SHALL HE ME'T'RtC ", ALIJEsN EXCEPT REINFOOCAG BAF SIZES IN ENGLIS4 UNITSI AYSE. SUBSTITUTED FOR MIyTIT:IC BAP Sf'1E,S. IF ENUUSH UNITS ARE USE'D_ALL VAL.LIIES OSED FOR CON } E � . STRUCTICN SFIAIw . ISE ENGLISH mlAE:;LIE, --------------- AMERICAN PUBLIC WORKS ASSOCIATION pig IA r�� 11Q SOUTHERN CALIFORNIA CHAPTER s TA NDA4p. I 7pLArl ME TRIC LOCAL CEPRESSI[ NS,IAT CATCH BASINS313 - 1 MEET 4 Or- 4 CAMS', W -W, +C 5 CATCH BASH #5 DETAL 5 STA 1FF3106 NOT TO SCALE Q��FESSIONq ^,\ A RECORD DOCUMENT s. IiA+�; ; .�� . These Record Documents have been prepared based �a`o cy on information provided by others. The Design No 43976 Professional has not verified the accuracy and/or g-30-09 completeness of this information and shall not be EXp' responsible for any errors or omissions which may CN,�'� rated herein as a result. OF CP-�4 ' ` 2' 08 DATE Q�pFESS/ON z DRAWN BY. No. 43976 m DEA Exp. 6/30/05 Z DESIGNED BY * * JF/DH C / V I ��\P CHECKED F 0 CA L F F DSH CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS TRACT NO. 16158 SCALE: As NOTED MIM STANDARDS-&- DATE: OCAL DFRRE$S101Y DETAILS SEPTEMBER, 2002 IV A BY DRAWING NO.: l0 7 CITY ENGINEER R.C.E. 5 152 3M Filename: M:\DWG\15902\STREETS\FINAL—PHASE\St-7.DWG ca O t—i tU Li FU— LJi M FU— W IU- G2 _M � rn -F st rn M eh rn O O .-I 14:h G 4- C) It VO- I �_ 004 �� CAMS', W -W, +C 5 CATCH BASH #5 DETAL 5 STA 1FF3106 NOT TO SCALE Q��FESSIONq ^,\ A RECORD DOCUMENT s. IiA+�; ; .�� . These Record Documents have been prepared based �a`o cy on information provided by others. The Design No 43976 Professional has not verified the accuracy and/or g-30-09 completeness of this information and shall not be EXp' responsible for any errors or omissions which may CN,�'� rated herein as a result. OF CP-�4 ' ` 2' 08 DATE Q�pFESS/ON z DRAWN BY. No. 43976 m DEA Exp. 6/30/05 Z DESIGNED BY * * JF/DH C / V I ��\P CHECKED F 0 CA L F F DSH CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS TRACT NO. 16158 SCALE: As NOTED MIM STANDARDS-&- DATE: OCAL DFRRE$S101Y DETAILS SEPTEMBER, 2002 IV A BY DRAWING NO.: l0 7 CITY ENGINEER R.C.E. 5 152 3M Filename: M:\DWG\15902\STREETS\FINAL—PHASE\St-7.DWG