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Home My WebLink About3785-13300 ww1044Mn ►F PLATE Imal i 40NO/4')R i� ION r------ (� 1140.. - : P[ not iu►A TIE a[ 1 J I s ILNNK Illi ( I CIIRi LNi ^ • • WXI iT2Pi1 10i I (a�itAX. I CATldlll � - R AIM COV[R /it OE V.+ iopTwftAL Sussa 70111 POE MM It 0OMN sT[rs I I A SECTION A -A r 7 f W oovaL (TYP.) ` I PLAN DOWEL DETAIL STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS RENOTORCE=NT MAX MAX I IF REQUIRED IN w V FRONT REAR BOTTOM I ENO NMLL WALL SW I "ALL 1.0 w(3.51) L4 w1O') I" no"l LOO now) 1.0 wl3.i') LS mor) no omd4m alio mw RE/NFORCrmw LO wlr) 1.0 m"') q0 m40M•1 IOD w"') log7fD .C. It.* dr) Ls war) 9" ami" wmM•) 144 12 O 4.0 wi4'1 1.2 40141 190 wNIGn N)0 N 116.1 [ L4 NM') 00 wm1On OO! wm1O'f t 4.0 Ni4'1 3.11 mq!'1 no swan :M .mmd"wn " 1.2 N144 Io0 mmti•1 LOO 40NO'f 0 R A [ 1.0 ■M') me m "'I No ■40ri•1 C 0 L4 401M) 20i mwM'I Oft MUND Y O.0 wi0') ON mwt09 210 m�O.1 [ R LS mor) ON w M•1 1180 w dW9 T - FOIL w 3, i WWI. V > 1.5 AW) OR 9 > L2 40144 O[E VMJSCT PLAINS AIEIrCAN rtIML.IC 111111011111% AMOCNTN]N • BOUT/llrl CALlOIMBA ClIAPM '"°"`°""°ev"m Pu" M:ONNlIMwMO. ».c CURB\OPENIHG CATCH BASIN wnwwccKoamnlm no300-2 5' .5' 9R' 6' 5' CATCH BASIN NO. 5 ri LOCAL DEPRESSION (CA SCALE- 1" = 10' CATCH BASIN (CYPRESS) 17 LOCAL DEPRESSION (CASE A) SCALE. 6' S' 1 " = 10' NO TE•4= 1. WHERE THE BASIN If TO K CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK THE TOP LEAS Of THE BASIN MAY 1E POURED EITHER MONOLITHIC WITH THE SIDEWALK 011 39TMATELY USING THE SAIL GLA!! OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY fQ lIOEwALK !HALL BE PROVIDED WITH A D PLANE OR A 25 iKKMIh DEEP lAwCUt CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALL!, INCLUDING ACROSS THE FULL WIDTH COLGR FINIS S�C011l�lli TO E�XISTXIr10NS0�lt PR�l�[OSCUR� AI�t ALK IADJLA�t T�O& BASIN. 2. ALL CURVED CONCRETE SURFACES !HALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN !HALL ME GIVEN A STEEL TROWEL FINISH AND SHALL NAME A LONGITUDINAL AND_�l ATERAL SLOE Of 1=12 MINIMUMNO it 3 MAXIMUM. EXCEPT WHERE THTHE FLOOR SHALL AS E GUTTER GRADE THE SAME TM QU IN WHICH CASE THE SRADE. SLOPE FLOOR FlatOw�A1LLL DI�RE� IOIIS TO THE OUTLET. 4. DIMENSIONS. B 970 m1wt3'-2•) V =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB A110 THE INVERT OF THE CATCH BASIN AT THE OUTLET • 1.35 m44.51). VU ■ THE OIFIr[R[IICE IN ELEVATION BETWEEN THE TOP Of THE CURS AND THE INVERT AT THE UPSTREAM END of THE BASIN. A/Q__SMALL BE DETERMINED BY THE REOUIREAE11Ts OF NOTE 3. BUT !MALL NOT K LESS AN CUM FACE PLUS 300 wrd12'1. V, •TME DIFFERENCE IN ELEVATION BETWEEN THE TOP OF TME CL1Rd AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. H ■NOTED ON THE PROJECT PLANS. W •NOTED ON THE PROJECT PLANS. A •TME ANGLE. IN DEGREES. INTERCEPTED BY TME CENTERLINE Of THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANT. UNLESS OTHERWISE SPECI- MTME CONVECTOR POPE (MALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. E TME CONNECTOR PIPE la fMO11M AT A CORNER. THE CENTERLINE Of THE POPE !HALL INTERSECT THE INSIDE CORNEA OF THE BASIN. THE rl►E MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 00 140401(3') PIPE T. ALL AROUND. WITHIN THE CATCH SALIN WALL. AND 75 ww(3•) RADIUS OF � STRUCTURE CONCRETE. ALL AROUIb. ADJACENT TO POPE EIIDl. A MONOLITHIC CA SASiN CONNECTION SMALL ME INA . THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTION! MAY BE COMlTRLICTIm TO AVOID CUT - TINS STANDARD LENlTH! Of PIPE. s. STEPS SHALL 0E LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM ENO WALL. STEPS SHALL BE SPACED 300 Ia1(121 MART. THE TOP !TEP !MALL K 175 wwi7•) BELOW THE TOP TO THE MANHOLE AND PROJECT iS IrtnM2-1/'t'). ALL OTHER STEPS !HALL PROJECT 130 IIME ML54. T. DOWELS /►q wALt- REQUIRED AT EACH CORNER AMD AT 2 1I1(T) ON CENTER (MAXIMUM) ALONG THE G. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIIk 306 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH SALIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL !TEP 636 POLYPROPYLENE PLASTIC STEP !. D11ENl1ON! !MOWN ON THIS PLAN F011 METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUE! ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZE! IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNIT! ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS.SHEET AIEItlCJW PtWLIC WOlIKS ABBOCYITION - =OUTiIERN CALFORNA CHAPTER STANDARD CATCH BASIN NO. 6 LOCAL DEPRESS/ON (CA SCALE.• 1" t(Aq :a? CURB OPEN:N6 CATCH BASIN W 21; V=5.00' "�• •II.[T, Qr: Ni. wt,tl iTAlt•AItp.P.C.,QA,t01ti POR PII.L.tC wQIrL.0011.�itLL1OflON 5' .5' 9R' 6' 5' CATCH BASIN NO. 5 ri LOCAL DEPRESSION (CA SCALE- 1" = 10' CATCH BASIN (CYPRESS) 17 LOCAL DEPRESSION (CASE A) SCALE. 6' S' 1 " = 10' NO TE•4= 1. WHERE THE BASIN If TO K CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK THE TOP LEAS Of THE BASIN MAY 1E POURED EITHER MONOLITHIC WITH THE SIDEWALK 011 39TMATELY USING THE SAIL GLA!! OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY fQ lIOEwALK !HALL BE PROVIDED WITH A D PLANE OR A 25 iKKMIh DEEP lAwCUt CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALL!, INCLUDING ACROSS THE FULL WIDTH COLGR FINIS S�C011l�lli TO E�XISTXIr10NS0�lt PR�l�[OSCUR� AI�t ALK IADJLA�t T�O& BASIN. 2. ALL CURVED CONCRETE SURFACES !HALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN !HALL ME GIVEN A STEEL TROWEL FINISH AND SHALL NAME A LONGITUDINAL AND_�l ATERAL SLOE Of 1=12 MINIMUMNO it 3 MAXIMUM. EXCEPT WHERE THTHE FLOOR SHALL AS E GUTTER GRADE THE SAME TM QU IN WHICH CASE THE SRADE. SLOPE FLOOR FlatOw�A1LLL DI�RE� IOIIS TO THE OUTLET. 4. DIMENSIONS. B 970 m1wt3'-2•) V =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB A110 THE INVERT OF THE CATCH BASIN AT THE OUTLET • 1.35 m44.51). VU ■ THE OIFIr[R[IICE IN ELEVATION BETWEEN THE TOP Of THE CURS AND THE INVERT AT THE UPSTREAM END of THE BASIN. A/Q__SMALL BE DETERMINED BY THE REOUIREAE11Ts OF NOTE 3. BUT !MALL NOT K LESS AN CUM FACE PLUS 300 wrd12'1. V, •TME DIFFERENCE IN ELEVATION BETWEEN THE TOP OF TME CL1Rd AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. H ■NOTED ON THE PROJECT PLANS. W •NOTED ON THE PROJECT PLANS. A •TME ANGLE. IN DEGREES. INTERCEPTED BY TME CENTERLINE Of THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANT. UNLESS OTHERWISE SPECI- MTME CONVECTOR POPE (MALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. E TME CONNECTOR PIPE la fMO11M AT A CORNER. THE CENTERLINE Of THE POPE !HALL INTERSECT THE INSIDE CORNEA OF THE BASIN. THE rl►E MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 00 140401(3') PIPE T. ALL AROUND. WITHIN THE CATCH SALIN WALL. AND 75 ww(3•) RADIUS OF � STRUCTURE CONCRETE. ALL AROUIb. ADJACENT TO POPE EIIDl. A MONOLITHIC CA SASiN CONNECTION SMALL ME INA . THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTION! MAY BE COMlTRLICTIm TO AVOID CUT - TINS STANDARD LENlTH! Of PIPE. s. STEPS SHALL 0E LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM ENO WALL. STEPS SHALL BE SPACED 300 Ia1(121 MART. THE TOP !TEP !MALL K 175 wwi7•) BELOW THE TOP TO THE MANHOLE AND PROJECT iS IrtnM2-1/'t'). ALL OTHER STEPS !HALL PROJECT 130 IIME ML54. T. DOWELS /►q wALt- REQUIRED AT EACH CORNER AMD AT 2 1I1(T) ON CENTER (MAXIMUM) ALONG THE G. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIIk 306 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH SALIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL !TEP 636 POLYPROPYLENE PLASTIC STEP !. D11ENl1ON! !MOWN ON THIS PLAN F011 METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUE! ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZE! IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNIT! ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS.SHEET AIEItlCJW PtWLIC WOlIKS ABBOCYITION - =OUTiIERN CALFORNA CHAPTER STANDARD CATCH BASIN NO. 6 LOCAL DEPRESS/ON (CA SCALE.• 1" t(Aq :a? CURB OPEN:N6 CATCH BASIN • 1 " = 10' CATCH BASIN NO. 3 LOCAL DEPRESS/ON (CA SCALE- = 10' toa+i r PLAN Nt 8 01111111=10 Cr Raw -� --plAectlpN OF Raw N�_ POINT • taNr c NT o + taNT [ C FLOW LINE PROFILE fL01M L'"E CASE B 25 G7 Ilio m (In 25 n.e (19 isfl nr11 (s•) 25 wm (11) M,o.oR vAR AFt 0 -f- PORIT A toINT L" N wo- CUM L N CATO SAM a1 ( filIT l I I I I B WR•T T 7POMOffIA-""� i .�'i• , C POINT Dp.POINT =� „pE � t t01NT toalr r A B talNr s ., '� �-+•-OM[GTIp11 OI 1lOW ELAN----OIREGTWN 0: Rdw s K WD OPENING CATCH BASIN M r L f1 POINT s tank c o A FLOW UNE PROFILE FLOW ""E � CASE A n L wo� L n s � CURD C -=--== GIRT culls 7A--"� !t0 mm VAR, ( � • RI ow FACE H c VAUiY r Cal SHEET 4 OF 1 53.36 CL. CB W 21; V=5.00' 211EET t OF 4 IPNL'#:M.ATIOIM POR PINLIC wOMt! OONST1VlICT10N • VAR � • VALLEY SECTION A -A SECTION B -B SECTION C -C AIERiCAN MJNILIC WORKS Ai>jOC1AT'ION - iOUTHERN CAUFORIPsomuLatm M CHAPTER ",",,,a„;�„,� LOCAL DEPRESSIONS S*AJIIOAPID PLAN , ;°°� AT CATCH BASINS 313-1 MV "a umm, lTAInAIm 5' 6' 7' 6' 5' CATCH BASIN (SUMMIT) LOCAL DEPRESSION (CA SCALE- 1" = 10' CATCH BASIN NO. 1 LOCAL DEPRESS/ON (CASE A SCALE- 5' 10' S' _5' 5' 21' 1' = 10' RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFr1AVAT'ON COMPILED AND FUW*A>AFtED BY OTHERS. THE ENGINEER WILL NOT 8E FSE FOR ANY ERRORS OR OMIS810N8 WMId( "AW BIEEN'INCORPORATED INTO THE DOCUMENTS AB A'112 SULT T}IEREOF. No. 36637 � f° r C' W a/oro f o$ 61 a 91' IF ENGLISH UNITE ARE USED, ALL VALUES USED FOR CONSTRUCTION SHAH BE ENGLISH VALUES. ARIERCAM PU6L,IC WORKS A8801MT10N - >iOtITHeUN CALB'ORNIA CHAPTER 2TANawtO PIAN IIE71tIC LOCAL DEPRESSIONS AT CATCH BASINS 313-1 SHEET 4 OF 1 53.36 CL. CB W 21; V=5.00' 211EET t OF 4 IPNL'#:M.ATIOIM POR PINLIC wOMt! OONST1VlICT10N 5' 6' 7' 6' 5' CATCH BASIN (SUMMIT) LOCAL DEPRESSION (CA SCALE- 1" = 10' CATCH BASIN NO. 1 LOCAL DEPRESS/ON (CASE A SCALE- 5' 10' S' _5' 5' 21' 1' = 10' RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFr1AVAT'ON COMPILED AND FUW*A>AFtED BY OTHERS. THE ENGINEER WILL NOT 8E FSE FOR ANY ERRORS OR OMIS810N8 WMId( "AW BIEEN'INCORPORATED INTO THE DOCUMENTS AB A'112 SULT T}IEREOF. No. 36637 � f° r C' W a/oro f o$ 61 a 91' IF ENGLISH UNITE ARE USED, ALL VALUES USED FOR CONSTRUCTION SHAH BE ENGLISH VALUES. ARIERCAM PU6L,IC WORKS A8801MT10N - >iOtITHeUN CALB'ORNIA CHAPTER 2TANawtO PIAN IIE71tIC LOCAL DEPRESSIONS AT CATCH BASINS 313-1 6' S' SHEET 4 OF 1 53.36 CL. CB 6' S' s 1 des 6'j a+ • a, � C'� a+ Os 6'jC6+ 6' CATCH BASIN NO. 4 LOCAL DEPRESSION (CA SCALE- 1 " = 10' • 1 " = 10' NOTE - 1. ALL EXPOSED EDGES SHALL BE ROUNDED TOA 15 RN11 (HALF INCH)RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS d AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUSH (SEE APPLICABLE CATCH BASIN STANDARD PLAN). S. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING 18 INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND 6 SHALL BE SET 11 HIGHER THAN THE QUTT1:7t FLOW LINE ELEVATIONS AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS Of POINTS P AND R SHALL BE SET Ht HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS d AND C. RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H: HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER Flow LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF yAIRT- E SMALL BE SET Ili HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H - NOTED ON THE PROJECT PLANS. Hl - NOTED ON THE PROJECT PLANS. H= - NOTED ON THE PROJECT PLANS. H' - NOTED ON THE PROJECT PLANS. 6 - 600 mm (2 Fat) K . 1.5 m (5 Fat) L - 1.8 m (6' Fat) M - 1.2 m (4 Fat) N - 1.5 m (5 Fat) wo - CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WAILS FOR MUTIPLE CATCH BASINS. THE THICKNESS Of THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES). 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITE ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES. 0.03' UP HEADER CUT A. C. SURFACE 0.10 >�r � 4-�K GRAVEL � BACKFILL �lANITIAL POUR TO EX/SnNG CURB -I AND GUTTER BE fLFLUSH1117HSURROUNDING + SURFACE) NEW A. C. TACK 6-1.5" MULn CELL RACEWAY COAT ALL EDGES TRAFFIC SIGNAL INTERCONNECT DUCT INSTALLATION AND TRENCH REPAIR DETAIL MAI NO 1. 1. INSTALL 6 EACH 1.5' SCHEDULE 40 HIGH DENS/71' POLYETHYLENE DUC75 AS SHOWN. 2. INSTALL INTERCONNECT PULL BOXES AS SHOWN ON PLAN, 600 FOOT MAX SPACING UNLESS OTHERWISE DETAILED OR STATIONED. 3. INSTALL SIGNAL INTERCONNECT CABLE (SLC IN THE ORANGE DUCT. SIC RUNS SHALL BC CONIINL/OI/SCONTROLLER , TO CONTROLLER (OR 7ERA/1A417701v PANEL), WITHOUT SPLICING. 4. ALL INTERCONNECT PULL BOXES SHALL Bf48.5' X 30.5' X 30' DEEP, HAVING LOCK/NG UDS, AND TO BE LABELED 'COA/A/UNIGI WOMB" ON THE UD.4 - - - - - - - - - - K Wp K � (x)IlsOPallNO ( �-----------I I � CATCH sAsi1 (s)I I I fill I I I I c ro1NT s POINT c _ S culls surto } i POW E PVgN C 03EE >IH[ET 1 ) � ! CASE E cuRililDE ORATING cols ENrts atoll BAHT (M CATCH LOAN (S) aF- - - -• '1 r C (SEE SHEET 1) VATH QPATPOW C cm M M sem` I I I �'�e)• Q"s'4E ` f J DUTTER MtnE C POINT t PLAN POINT R - - - - - CASE F >s K WO K wrtN OCWIOa'EIwwCATCH iA---_------ WI RATMIO AND owls ti(IMMER - , I II C c(ale I � POINT Din c +i"''-`►*'� I CUM OPENINc CATCH SUManrER f raNr e J wmI MAIIHOLE IN sTREEr _ t EG ICAM C pEE SHEET 1 ) w{ POINT r Elm ro111T s DNeECT1ON of naw K wp K FLOW UNE PROFILE "� F' FLOW UNE POINT f TAI1D a) CASES E. F AND G (CASE E ANO G) 1Q. 3Det.dwa. 4/292005 8:55:39 AM. Sonrn. Sonrn CATCH BASIN N0. 2 LOCAL DEPRESSION (CASE A SCALE. S JA620-1887\streetslst1 12 53.36 CL. CB W 21; V=5.00' s s o� s 1 des 6'j a+ • a, � C'� a+ Os 6'jC6+ 6' CATCH BASIN NO. 4 LOCAL DEPRESSION (CA SCALE- 1 " = 10' • 1 " = 10' NOTE - 1. ALL EXPOSED EDGES SHALL BE ROUNDED TOA 15 RN11 (HALF INCH)RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS d AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUSH (SEE APPLICABLE CATCH BASIN STANDARD PLAN). S. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING 18 INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND 6 SHALL BE SET 11 HIGHER THAN THE QUTT1:7t FLOW LINE ELEVATIONS AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS Of POINTS P AND R SHALL BE SET Ht HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS d AND C. RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H: HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER Flow LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF yAIRT- E SMALL BE SET Ili HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H - NOTED ON THE PROJECT PLANS. Hl - NOTED ON THE PROJECT PLANS. H= - NOTED ON THE PROJECT PLANS. H' - NOTED ON THE PROJECT PLANS. 6 - 600 mm (2 Fat) K . 1.5 m (5 Fat) L - 1.8 m (6' Fat) M - 1.2 m (4 Fat) N - 1.5 m (5 Fat) wo - CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WAILS FOR MUTIPLE CATCH BASINS. THE THICKNESS Of THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES). 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITE ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES. 0.03' UP HEADER CUT A. C. SURFACE 0.10 >�r � 4-�K GRAVEL � BACKFILL �lANITIAL POUR TO EX/SnNG CURB -I AND GUTTER BE fLFLUSH1117HSURROUNDING + SURFACE) NEW A. C. TACK 6-1.5" MULn CELL RACEWAY COAT ALL EDGES TRAFFIC SIGNAL INTERCONNECT DUCT INSTALLATION AND TRENCH REPAIR DETAIL MAI NO 1. 1. INSTALL 6 EACH 1.5' SCHEDULE 40 HIGH DENS/71' POLYETHYLENE DUC75 AS SHOWN. 2. INSTALL INTERCONNECT PULL BOXES AS SHOWN ON PLAN, 600 FOOT MAX SPACING UNLESS OTHERWISE DETAILED OR STATIONED. 3. INSTALL SIGNAL INTERCONNECT CABLE (SLC IN THE ORANGE DUCT. SIC RUNS SHALL BC CONIINL/OI/SCONTROLLER , TO CONTROLLER (OR 7ERA/1A417701v PANEL), WITHOUT SPLICING. 4. ALL INTERCONNECT PULL BOXES SHALL Bf48.5' X 30.5' X 30' DEEP, HAVING LOCK/NG UDS, AND TO BE LABELED 'COA/A/UNIGI WOMB" ON THE UD.4 - - - - - - - - - - K Wp K � (x)IlsOPallNO ( �-----------I I � CATCH sAsi1 (s)I I I fill I I I I c ro1NT s POINT c _ S culls surto } i POW E PVgN C 03EE >IH[ET 1 ) � ! CASE E cuRililDE ORATING cols ENrts atoll BAHT (M CATCH LOAN (S) aF- - - -• '1 r C (SEE SHEET 1) VATH QPATPOW C cm M M sem` I I I �'�e)• Q"s'4E ` f J DUTTER MtnE C POINT t PLAN POINT R - - - - - CASE F >s K WO K wrtN OCWIOa'EIwwCATCH iA---_------ WI RATMIO AND owls ti(IMMER - , I II C c(ale I � POINT Din c +i"''-`►*'� I CUM OPENINc CATCH SUManrER f raNr e J wmI MAIIHOLE IN sTREEr _ t EG ICAM C pEE SHEET 1 ) w{ POINT r Elm ro111T s DNeECT1ON of naw K wp K FLOW UNE PROFILE "� F' FLOW UNE POINT f TAI1D a) CASES E. F AND G (CASE E ANO G) 1Q. 3Det.dwa. 4/292005 8:55:39 AM. Sonrn. Sonrn CATCH BASIN N0. 2 LOCAL DEPRESSION (CASE A SCALE. S JA620-1887\streetslst1