The URL can be used to link to this page

Home My WebLink AboutRD-244-3U� a V) U) 1,1 rl U) CJ Le'3 • y I ' -SET -SET OUTLET -� ` PIPE FLUSH OPENING j WITH INSIDE 41 4 DIAMETER it CATCH BASIN + �- MC' TA 4 U) d [ I J� NTs 4" WEEPHOIES ES PRECAST IN BASE SECTION (SEE SPECS.) PRECAST CONCRETE CATCH BASIN (NTH 4 FLANGE CATCH BASIN FRAME) FINISHED GRADE a Jns laeev R Y „ry TYPICAL TRENCH SECTION STABLE GROUND TYPICAL TRENCH SECTION BALED HAY UNSUITABLE MATERIAL � YI1 o/Yf 1"Nompfa s°'-- STAKES PER SALE 3°°4" CLEAN PUMP DISCHARGE STOW HOW- I� NOTE: SEDIMI =:NT TRAPS TO BE PLACED IN UPLAND LOCATIONS ONLY SEDIMENT CONTROL TRAP N.T.S. 1 \` SLOT SECTIOP1 A--A -O -RING COLLAR END VIEW SILT SACK DETAIL N.T.S. y MEMO SET PIPE —J FLUSH WITH PRECAST INSIDE WALL CONCRETE MANHOLE A B A PLAN j" -CONC R e: F-- ti Y: C p lit LL ANCE GS:F tVTC1 -- -tiUtTC-R. y1+aL �. 246 rm_ I w Ya _ l L;' f I L, 4t �' P AN F 4 ; IMI HAN£. GFa —E] .SCECE MITE NRn k_TLS- 9` L 1'HE HAS:AC'f.JSFTtS ITANOA2fd FFPHti SS TO QS U3iL. JETA.1_S ANG nIMEW.'.It34S WT SHOWN ATIIW. ,spF M W TW SAM. AS (ROSE SdO" Im RBAVuC, 2u1.6.0 "- A T"i o FI v''GE Pp-w.. :a Tfi SL USFii U4'N A Pwz iNLC` )a' REG.sARE4 - a Gip(i vLtA}CE ARC $%OUR fin `J;�AWW- L7ET4 4- ME GRATE AS - ;lw- «J AH]Vf,. :S 11114 VACU " OP11t:L F &U`4 Iliz 21:a-47. Tupi, 1pi , 161' f UF: A 'WATER f'1170 THE L):FT. SEE NOT; CQI 2 ON jQJ%A,:;1,J5 6r"AiE :$ C�1: -V ^pHp` «IJ $tF aMAT1Ci1lY - }. ..,.d -. Y,rE rJE Is�uE FRAME F-DR F ASSACI:U =I-TS CASCADE GRAT17 c UwNn N rsri i X' 3 'LANGE 1:10BE1ff000uC: I�aCl�CloC._IoC ioC_::; =f TAlC c� !i —tl 1f2" "r 112' 1-1/4 1 :35,/4" SECTION A —A NOTE: FRAME AND GRATE SHALL BE HEAVY DUTY CLASS 30 GRAY IRON. CATCH BASIN FRAME AND GW N,T.& -- NOTEr CATCH (BASIN FRAME AND COVERS --TARE TO BE LeBARON TYPE CATALOG F248 - °3 OR EQUAL CATCH BASIN FRAME AND GRATE - CEIOENT - -__,\ NITS. . / CONCRETE CLASS 3 1 1/2: 1 & 2:1 SLOPES 1 1/2 SLOPES 2:1 SLOPES PIPE - CU. CU. DIA, E G H J L N P F YDS. LOS. F YDS. LOS. -O » 9 -6 » 1 S -6 » 2 S -m 5' -3" " 4 3 » . J 3.16 54 364 4 ° -6q 4' -3" 6` -04 4' -0" 11-W 2' -3° 5' 114 3' -64 3.35 54 5' -O" 4.15 64 M ! » J » ) » S x J " f b! J » 42 5 fl 4'-6",6'-V 4 -6 1 °10 2 -6 6 -6 4 -O 4.213 59 5 w9 5125 70 n x I tl S »' J x J x J » J x Y ] p 48 5 -6 4-9 fi -d 5�d 2 -d 2 -9 fi -2 4 -6 5,99 65 6 -6 6.50 83 544 6' -O4 5] -d" 7' --�6" 5J-6N 2' -2" 3' -0" 7' -9O" a' -0" 6.26 73 7'-3" 7.8€I 93 x 9' b J » i » S 4 f q i }— p J p ] —Q 9 �- 72 7 -6 5 --9 9 fl 7 -O 2 -8 3 -9 9y--9 6 ---6 10.25 98 9 -6 12.99 128 10l - ®» -0° 4 4J -3» 9f'-d' 7' -6' 49 920 19 -04 17,321 54 Oro ..... 1 CLASS I PIPE.__ - i 1 GROUND LINE DIAl = I + VARIES II I F — - ------- - -- #3012° — , a L-11 -L 1- - - -1I , A 1/2- CLEAR-' 1 1 /2" x 1 1/2' x 2e 10' O.G. WOW STAKE FRONT ELEVATION SECTION B —B SECTION A —A (OR APPROVED EQUAL) COMPOST FILL MATERIAL - CONCRETE HEADWALL DETAILS FOR 30" TO 84" PIPE CULVERTS NOTES: - L ALL CONCRETE CORNERS SHALL BE CHAMFERED 2- ALL CONCRETE SHALL BE 3000 PS _I 64 i SAWN TOP /G7 , SPLIT FACE & JOINTED 3$; 4" RADIUS--- ( APPROX. WT.-900 LBS .� -r- ROUNDINGS ?4» -p1 GRANITE CURB INLET DETAILS ROOFING FELT BETWEEN CONCF2ETE AND GRAVEL a- �ysi III � SCREENED GRAVEL- DETAIL CONCRETE CRADLE 12N GROI JqN Y4 _I s DETAIL CONCRETE ENCA 317.MENT II-- �PIPE DIA. - _i CLEAR , 01 2 COMPOST FILTER SUCK 12x DIA. REFER TO SPECIRCATIONS FRONT ELEVATION END ELEVATION ADDITIONAL FILTER j MATERIAL TO FILL THE SEAM AND THE GROUND TUBE CON BETE HEADWALL DETAIL'S > FLOW - I- '�L y'- y INr =) y y y wi �S'f )LY:si ,94Fe I RATE'. Y01v pj. TO O" PIPE 1 1/2:1 SLOP 2 :1 SLOPE _ OiA' L CU -YDS. LBS L CU.YDS. LBS, 8" 4' -2" 0.77 15 5 } -10" 1.08 21 90" 4' --107 6.92 2d 6' -8" 1.28 23 124 5' -6" 1.08 21 ' -6" 1149 29 5 6' -6" 1.34 1.82 3 — 18" 7'--6" 1.61 _ 301 0' -O" 2.18 39 �21" 8' -84 1.95 34 11' -6" 2.62 43 24" 9' 3" 2.16 35 12' -6° 2.97 50__ 30" 10' -6" 2.63 44 15' -6" 3.86 62 1 !,"M.'l'INC YVI.SI01V fh2,5 W's*5Wcy11l,SzT7FS AdT^NUE C�XINGTOlY, rltfI. t�.�'4,2Q Rr J,,4T7 -- 2013-5, A��' A NQTFII �� G'ONT_n,4CT NO }5'��F -4'T s1rC? 3 OI' �r - lumausAws STAKES PER SALE 3°°4" CLEAN PUMP DISCHARGE STOW HOW- I� NOTE: SEDIMI =:NT TRAPS TO BE PLACED IN UPLAND LOCATIONS ONLY SEDIMENT CONTROL TRAP N.T.S. 1 \` SLOT SECTIOP1 A--A -O -RING COLLAR END VIEW SILT SACK DETAIL N.T.S. y MEMO SET PIPE —J FLUSH WITH PRECAST INSIDE WALL CONCRETE MANHOLE A B A PLAN j" -CONC R e: F-- ti Y: C p lit LL ANCE GS:F tVTC1 -- -tiUtTC-R. y1+aL �. 246 rm_ I w Ya _ l L;' f I L, 4t �' P AN F 4 ; IMI HAN£. GFa —E] .SCECE MITE NRn k_TLS- 9` L 1'HE HAS:AC'f.JSFTtS ITANOA2fd FFPHti SS TO QS U3iL. JETA.1_S ANG nIMEW.'.It34S WT SHOWN ATIIW. ,spF M W TW SAM. AS (ROSE SdO" Im RBAVuC, 2u1.6.0 "- A T"i o FI v''GE Pp-w.. :a Tfi SL USFii U4'N A Pwz iNLC` )a' REG.sARE4 - a Gip(i vLtA}CE ARC $%OUR fin `J;�AWW- L7ET4 4- ME GRATE AS - ;lw- «J AH]Vf,. :S 11114 VACU " OP11t:L F &U`4 Iliz 21:a-47. Tupi, 1pi , 161' f UF: A 'WATER f'1170 THE L):FT. SEE NOT; CQI 2 ON jQJ%A,:;1,J5 6r"AiE :$ C�1: -V ^pHp` «IJ $tF aMAT1Ci1lY - }. ..,.d -. Y,rE rJE Is�uE FRAME F-DR F ASSACI:U =I-TS CASCADE GRAT17 c UwNn N rsri i X' 3 'LANGE 1:10BE1ff000uC: I�aCl�CloC._IoC ioC_::; =f TAlC c� !i —tl 1f2" "r 112' 1-1/4 1 :35,/4" SECTION A —A NOTE: FRAME AND GRATE SHALL BE HEAVY DUTY CLASS 30 GRAY IRON. CATCH BASIN FRAME AND GW N,T.& -- NOTEr CATCH (BASIN FRAME AND COVERS --TARE TO BE LeBARON TYPE CATALOG F248 - °3 OR EQUAL CATCH BASIN FRAME AND GRATE - CEIOENT - -__,\ NITS. . / CONCRETE CLASS 3 1 1/2: 1 & 2:1 SLOPES 1 1/2 SLOPES 2:1 SLOPES PIPE - CU. CU. DIA, E G H J L N P F YDS. LOS. F YDS. LOS. -O » 9 -6 » 1 S -6 » 2 S -m 5' -3" " 4 3 » . J 3.16 54 364 4 ° -6q 4' -3" 6` -04 4' -0" 11-W 2' -3° 5' 114 3' -64 3.35 54 5' -O" 4.15 64 M ! » J » ) » S x J " f b! J » 42 5 fl 4'-6",6'-V 4 -6 1 °10 2 -6 6 -6 4 -O 4.213 59 5 w9 5125 70 n x I tl S »' J x J x J » J x Y ] p 48 5 -6 4-9 fi -d 5�d 2 -d 2 -9 fi -2 4 -6 5,99 65 6 -6 6.50 83 544 6' -O4 5] -d" 7' --�6" 5J-6N 2' -2" 3' -0" 7' -9O" a' -0" 6.26 73 7'-3" 7.8€I 93 x 9' b J » i » S 4 f q i }— p J p ] —Q 9 �- 72 7 -6 5 --9 9 fl 7 -O 2 -8 3 -9 9y--9 6 ---6 10.25 98 9 -6 12.99 128 10l - ®» -0° 4 4J -3» 9f'-d' 7' -6' 49 920 19 -04 17,321 54 Oro ..... 1 CLASS I PIPE.__ - i 1 GROUND LINE DIAl = I + VARIES II I F — - ------- - -- #3012° — , a L-11 -L 1- - - -1I , A 1/2- CLEAR-' 1 1 /2" x 1 1/2' x 2e 10' O.G. WOW STAKE FRONT ELEVATION SECTION B —B SECTION A —A (OR APPROVED EQUAL) COMPOST FILL MATERIAL - CONCRETE HEADWALL DETAILS FOR 30" TO 84" PIPE CULVERTS NOTES: - L ALL CONCRETE CORNERS SHALL BE CHAMFERED 2- ALL CONCRETE SHALL BE 3000 PS _I 64 i SAWN TOP /G7 , SPLIT FACE & JOINTED 3$; 4" RADIUS--- ( APPROX. WT.-900 LBS .� -r- ROUNDINGS ?4» -p1 GRANITE CURB INLET DETAILS ROOFING FELT BETWEEN CONCF2ETE AND GRAVEL a- �ysi III � SCREENED GRAVEL- DETAIL CONCRETE CRADLE 12N GROI JqN Y4 _I s DETAIL CONCRETE ENCA 317.MENT II-- �PIPE DIA. - _i CLEAR , 01 2 COMPOST FILTER SUCK 12x DIA. REFER TO SPECIRCATIONS FRONT ELEVATION END ELEVATION ADDITIONAL FILTER j MATERIAL TO FILL THE SEAM AND THE GROUND TUBE CON BETE HEADWALL DETAIL'S > FLOW - I- '�L y'- y INr =) y y y wi �S'f )LY:si ,94Fe I RATE'. Y01v pj. TO O" PIPE 1 1/2:1 SLOP 2 :1 SLOPE _ OiA' L CU -YDS. LBS L CU.YDS. LBS, 8" 4' -2" 0.77 15 5 } -10" 1.08 21 90" 4' --107 6.92 2d 6' -8" 1.28 23 124 5' -6" 1.08 21 ' -6" 1149 29 5 6' -6" 1.34 1.82 3 — 18" 7'--6" 1.61 _ 301 0' -O" 2.18 39 �21" 8' -84 1.95 34 11' -6" 2.62 43 24" 9' 3" 2.16 35 12' -6° 2.97 50__ 30" 10' -6" 2.63 44 15' -6" 3.86 62 1 !,"M.'l'INC YVI.SI01V fh2,5 W's*5Wcy11l,SzT7FS AdT^NUE C�XINGTOlY, rltfI. t�.�'4,2Q Rr J,,4T7 -- 2013-5, A��' A NQTFII �� G'ONT_n,4CT NO }5'��F -4'T s1rC? 3 OI' �r - Oro ..... 1 CLASS I PIPE.__ - i 1 GROUND LINE DIAl = I + VARIES II I F — - ------- - -- #3012° — , a L-11 -L 1- - - -1I , A 1/2- CLEAR-' 1 1 /2" x 1 1/2' x 2e 10' O.G. WOW STAKE FRONT ELEVATION SECTION B —B SECTION A —A (OR APPROVED EQUAL) COMPOST FILL MATERIAL - CONCRETE HEADWALL DETAILS FOR 30" TO 84" PIPE CULVERTS NOTES: - L ALL CONCRETE CORNERS SHALL BE CHAMFERED 2- ALL CONCRETE SHALL BE 3000 PS _I 64 i SAWN TOP /G7 , SPLIT FACE & JOINTED 3$; 4" RADIUS--- ( APPROX. WT.-900 LBS .� -r- ROUNDINGS ?4» -p1 GRANITE CURB INLET DETAILS ROOFING FELT BETWEEN CONCF2ETE AND GRAVEL a- �ysi III � SCREENED GRAVEL- DETAIL CONCRETE CRADLE 12N GROI JqN Y4 _I s DETAIL CONCRETE ENCA 317.MENT II-- �PIPE DIA. - _i CLEAR , 01 2 COMPOST FILTER SUCK 12x DIA. REFER TO SPECIRCATIONS FRONT ELEVATION END ELEVATION ADDITIONAL FILTER j MATERIAL TO FILL THE SEAM AND THE GROUND TUBE CON BETE HEADWALL DETAIL'S > FLOW - I- '�L y'- y INr =) y y y wi �S'f )LY:si ,94Fe I RATE'. Y01v pj. TO O" PIPE 1 1/2:1 SLOP 2 :1 SLOPE _ OiA' L CU -YDS. LBS L CU.YDS. LBS, 8" 4' -2" 0.77 15 5 } -10" 1.08 21 90" 4' --107 6.92 2d 6' -8" 1.28 23 124 5' -6" 1.08 21 ' -6" 1149 29 5 6' -6" 1.34 1.82 3 — 18" 7'--6" 1.61 _ 301 0' -O" 2.18 39 �21" 8' -84 1.95 34 11' -6" 2.62 43 24" 9' 3" 2.16 35 12' -6° 2.97 50__ 30" 10' -6" 2.63 44 15' -6" 3.86 62 1 !,"M.'l'INC YVI.SI01V fh2,5 W's*5Wcy11l,SzT7FS AdT^NUE C�XINGTOlY, rltfI. t�.�'4,2Q Rr J,,4T7 -- 2013-5, A��' A NQTFII �� G'ONT_n,4CT NO }5'��F -4'T s1rC? 3 OI' �r - 1 !,"M.'l'INC YVI.SI01V fh2,5 W's*5Wcy11l,SzT7FS AdT^NUE C�XINGTOlY, rltfI. t�.�'4,2Q Rr J,,4T7 -- 2013-5, A��' A NQTFII �� G'ONT_n,4CT NO }5'��F -4'T s1rC? 3 OI' �r -