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DRAWN BY: SAH
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1 INCH = 150 FT. SHEET:
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PROJECT MANAGER: JWF
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DRAWN BY: SAH
Know whaf s below. PROJECT NUMBER: KT37.400
call before you dig. ORIGINAL DATE: 8/30/23
( IN FEET)
1 INCH = 60 FT. SHEET:
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PROJECT INFORMATION
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PROJECT MANAGER: JWF
3 8"SANITARY SEWER
DESIGNED BY: JWF
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STRUCTURE TABLE STRUCTURE TABLE STRUCTURE TABLE
STRUCTURE RIM INVERT STRUCTURE RIM INVERT STRUCTURE RIM INVERT
SCM 2 OUTLET 565.39' INV IN=JB#229-SCM 2 OUTLET=563.60' 124 587.88' INV OUT=124-123=584.43' INV IN=227-208=580.47' ���111
SCM 1 OUTLET 569.50' INV IN=SCM 1 OUTLET=567.98' INV IN=126-125=583.39' 208 585.02' INV IN=209-208=580.47' `��`�N CAR
125 587.70' �� Z' o�
INV OUT=125-108=582.83' INV OUT=208-207=579.72' `� �••
SCM 1 RISER 576.50' INV IN=P-100=569.00' INV IN=210-209=582.98' �����QF ESS���;�9
INV OUT=SCM 1 OUTLET=569.00' 126 587.70' INV OUT=126-125=583.63' 209 587.32' INV OUT=209-208=582.78' Q 9�
SEAL _
SCM 2 RISER 577.50' INV OUT=SCM 2 OUTLET-JB#229=566.46' 127 590.23' INV OUT=127-121 =585.90' 210 589.19' INV OUT=210-209=585.40' - 025775
100A 576.33' INV IN=132-100A=574.00' 128 589.41' INV OUT=128-120=585.03' INV IN=212-211 =574.56' i
211 580.16' INV OUT=211 -200A=574.36' PIPE TABLE PIPE TABLE PIPE TABLE '�, o•••FNcINE��Oe •`�
100 576.92' INV IN=101 -100=573.50' 129 586.65' INV OUT=129-105=582.45' "
INV IN=102-101 =574.22' 131 585.06' INV OUT=131 -103=580.63' 212 581.14' IINV IN NV IN=2 -212=57 cj
13 5.7 '6 FROM TO SIZE-MATERIAL LENGTH INV(FROM) INV(TO) SLOPE FROM TO SIZE-MATERIAL LENGTH INV(FROM) INV(TO) SLOPE FROM TO SIZE-MATERIAL LENGTH INV(FROM) INV(TO) SLOPE �ii E.1 i;;; ```��
101 579.63' INV IN=115-101 =574.42' INV OUT=212-211 =575.26' 101 100 42"RCP 44.55' 573.72 573.50 0.50% 131 103 15"RCP 24.33' 580.63 580.39 1.00% 216 215 15"RCP 157.65' 583.07 579.92 2.00%
INV OUT=101 -100=573.72' 132 587.62' INV IN=133-132=574.75'
INV IN 103-102 575.66' INV OUT=132-100A=574.55' 213 582.44' INV IN=214-213=577.00' 102 101 36"RCP 247.09' 575.46 574.22 0.50% 132 100A 24"RCP 68.19' 574.55 574.00 0.80% 217 202 18"RCP 25.33' 576.80 576.67 0.50%
= =
INV OUT=213-212=576.80' Q
102 585.70' INV IN=142-102=578.63' 133 591.51' INV IN=134-133=575.64' 103 102 36"RCP 49.47' 575.91 575.66 0.50% 133 132 24"RCP 86.26' 575.44 574.75 0.80% 218 217 18"RCP 265.38' 578.33 577.00 0.50% 00 U)
INV OUT=102-101 =575.46' INV OUT=133-132=575.44' INVIN=215-214=578.17'
214 583.43' INV OUT=15--213=78.17' ' 104 103 36"RCP 111.19' 576.67 576.11 0.50% 134 133 24"RCP 198.46' 577.23 575.64 0.80% 219 218 15"RCP 150.19' 579.33 578.58 0.50%
INV IN=104-103=576.11' INV IN=135-134=577.43'
103 585.06' INV IN=131 -103=580.39' 134 586.94' INV IN=138-134=580.10' INV IN=216-215=579.92' 105 104 36"RCP 188.05' 577.81 576.87 0.50% 135 134 24"RCP 38.57' 577.74 577.43 0.80% 220 212 15"RCP 200.31' 582.74 576.73 3.00%
INV OUT=103-102=575.91' INV IN=140-134=579.35' 215 583.65' INV OUT=215-214=579.72'
INV OUT=134-133=577.23' 106 105 36"RCP 46.30' 578.24 578.01 0.50% 136 135 15"RCP 257.44' 580.55 578.49 0.80% 221 220 15"RCP 69.20' 586.22 585.10 1.62%
INV IN=105-104=576.87' 216 586.80' INV OUT=216-215=583.07'
104 586.17' INV IN=145-104=582.61' INV IN=136-135=578.49' 107 106 36"RCP 58.25' 578.73 578.44 0.50% 137 136 15"RCP 119.66' 583.74 580.75 2.50% 222 203 15"RCP 54.24' 579.63 577.63 3.67%
INV OUT=104-103=576.67' 135 586.95' INV OUT=135-134=577.74' INV IN=218-217=577.00'217 581.35' INV OUT=217-202=576.80' 108 107 30"RCP 104.81' 579.75 579.23 0.50% 138 134 15"RCP 119.10' 583.44 580.10 2.80% 223 222 15"RCP 86.93' 583.08 579.83 3.74%
INV IN=106-105=578.01' 136 584.47' INV IN=137-136=580.75' ° °
INV OUT=136-135=580.55' 109 108 30"RCP 25.33' 580.08 579.95 0.50/° 139 138 15"RCP 24.33' 585.87 585.62 1.00/° 224 223 15"RCP 24.33' 584.15 583.87 1.16%
105 586.65' INV IN=129-105=582.16' INV =219-218=578.58' cn
218 581.97' z
INV OUT=105-104=577.81' 137 587.47' INV OUT=137-136=583.74' INV OUT=218-217=578.33' 110 109 30"RCP 38.25' 580.47 580.28 0.50% 140 134 15"RCP 73.70' 580.08 579.35 1.00% 225 205 15"RCP 101.70' 581.28 578.34 2.89% 0
Ln
INV IN=107-106=578.44' 219 582.48' INV OUT=219-218=579.33' 111 110 30"RCP 235.54' 581.85 580.67 0.50% 141 140 15"RCP 50.41' 581.80 581.46 0.66% 226 225 15"RCP 24.33' 581.72 581.48 1.00% LU
106 587.02' INV IN=120-106=581.08' 138 590.23' INV IN=139-138=585.62'
INV OUT=106-105=578.24' INV OUT=138-134=583.44' 220 589.67' INV IN=221 -220=585.10' 112 111 18"RCP 180.00' 583.75 582.85 0.50% 142 102 15"RCP 84.39' 579.47 578.63 1.00% 227 208 15"RCP 110.02' 582.12 580.47 1.50% w
INV OUT=220-212=582.74' /° . . . . /° o
139 590.22' INV OUT=139-138=585.87' 113 112 15"RCP 120.00' 584.60 584.00 0.50 143 107 15"RCP 2433' 58300 58276 100 228 201 15"RCP 2433' 57841 57813 116
INVIN=108-107=579.23' ° ° . . . . °/°
z
107 587.25' INV IN=143-107=582.76' 221 590.50' INV OUT=221 -220=586.22'
INV IN=141 -140=581.46'
INV OUT=107-106=578.73' 140 585.97' 114 113 15"RCP 120.00' 585.40 584.80 0.50% 144 142 15"RCP 34.33' 580.01 579.67 1.00% 229 SCM 2 RISER 18"RCP 56.88' 565.32 566.46 2.00% ~
INV OUT=140-134=580.08' INV IN=223-222=579.83' w
INV IN=125-108=581.20' 222 584.98' INV IN=230-222=580.49' 115 101 30"RCP 195.10' 575.40 574.42 0.50% 145 104 15"RCP 24.33' 582.73 582.61 0.51% 230 222 15"RCP 24.33' 580.73 580.49 1.00% m
108 585.79' INV IN=109-108=579.95' 141 585.76' INV OUT=141 -140=581.80' INV OUT=222-203=579.63' O
INV OUT=108-107=579.75' 142 584.01' INV IN=P-111 =579.67' INV IN=224-223=583.87' 116 115 24"RCP 248.42' 577.23 575.90 0.54% 201 200 36"RCP 110.55' 574.55 574.00 0.50% 900 901 30"RCP 42.27' 579.39 579.60 0.50% LUINV IN=110-109=580.28' INV OUT=142-102=579.47' 223 588.15' INV OUT=223-222=583.08' 117 116 24"RCP 153.71' 578.28 577.43 0.55% 202 201 36"RCP 86.72' 575.18 574.75 0.50% 901 902 30"RCP 144.29' 579.80 580.52 0.50%
109 585.79' INV OUT=109-108=580.08' j
143 587.25' INV OUT=143-107=583.00' 224 588.15' INV OUT=224-223=584.15' 117A 117 24"RCP 106.13' 579.01 578.48 0.50% 203 202 30"RCP 101.94' 576.19 575.68 0.50% 902 903 30"RCP 49.52' 580.72 580.97 0.50%
INV IN=111 -110=580.67' 144 584.26' INV OUT=P-111 =580.01' ° ° °
110 587.01' INV OUT=110-109=580.47' 225 585.86' INV IN=226-225=581.48' 118 117A 24"RCP 149.80' 579.96 579.21 0.50% 204 203 30"RCP 24.34' 576.51 576.39 0.50% 903 904 30"RCP 167.70' 581.17 583.19 1.20/°
INV OUT=225-205=581.28' z
145 586.17' INV OUT=145-104=582.73' 119 118 18"RCP 125.18' 581.75 580.50 1.00% 205 204 30"RCP 35.38' 576.89 576.71 0.50% 904 905 30"RCP 51.48' 583.39 583.90 1.00% M
INV IN=123-111 =582.35' U)
111 586.76' INV IN=112-111 =582.85' 200A 576.33' INVIN=211 -200A=574.00' 226 585.86' INV OUT=226-225=581.72' >
INV OUT=111 -110=581.85' 120 106 15"RCP 71.47' 581.79 581.08 1.00% 206 205 30"RCP 24.97' 577.22 577.09 0.51% 906 907 30"RCP 69.25' 578.81 579.27 0.67% LU
.
200 576.88' INV IN=201 -200=574.00' 227 585.82' INV OUT=227-208=582.12'
INV IN=113-112=58400' 121 120 15"RCP 195.88' 583.88 581.92 1.00% 207 206 24"RCP 37.92' 577.89 577.69 0.52% 907 910 24"RCP(CLASS IV) 125.43' 581.80 583.43 1.30%
112 587.62' 228 582.70' INV OUT=228-201 =578.41' I-*INV OUT=112-111 =583.75' INV IN=202-201 =574.75' w N
122 121 15"RCP 104.39' 585.12 584.08 1.00% 208 207 24"RCP 162.92' 579.72 578.09 1.00% 908 907 24"RCP 70.21' 581.27 579.77 2.13% ~ c
201 582.69' INV IN=228-201 =578.13' INV IN=SCM 2 OUTLET-JB#229=565.32' o
113 588.62' INV IN=114-113=584.80' INV OUT=201 -200=574.55' 229 571.65'INV OUT=113-112=584.60' 909 908 24"RCP(CLASS IV) 102.18' 582.95 581.93 1.00/°INV OUT=JB#229-SCM 2 OUTLET=563.75' 123 111 18"RCP 150.00' 583.10 582.35 0.50% 209 208 15"RCP 115.36' 582.78 580.47 2.00% °
INV IN=203-202=575.68' 230 584.98' INV OUT=230-222=580.73' 124 123 15"RCP 166.30' 584.43 583.60 0.50% 210 209 15"RCP 186.19' 585.40 582.98 1.30% °
114 588.68' INV OUT=114-113=585.40' 202 581.35' INV IN=217-202=576.67' 914 SCM 1 RISER 8 inch Ductile Iron Pipe 50.00' 569.00 569.00 0.00% p
° ° z INV OUT=202-201 =575.18'
INV IN=116-115=575.90' 900 582.26' INV IN=901-900=579.39' 125 108 15"RCP 108.81' 582.83 581.20 1.50% � 211 200A 24"RCP 35.59' 574.36 574.00 1.00% SCM 1 OUTLET SCM 1 RISER 24"RCP 151.34' 567.98 569.00 0.67%
115 580.40' INV OUT=115-101 =575.40' INV IN=222-203=577.63' ° ° V
INV IN=902-901 =579.80' 126 125 15"RCP 24.33' 583.63 583.39 1.00% 212 211 24"RCP 70.33' 575.26 574.56 1.00% Z
203 582.97' INV IN=204-203=576.39' 901 585.81' INV OUT=901-900=579.60' SCM 2 OUTLET 229 18"RCP 29.54' 563.60 563.75 0.50%
116 582.73' INV IN=117-116=577.43' INV OUT=203-202=576.19' 127 121 15"RCP 24.33' 585.90 585.62 1.16% 213 212 18"RCP 128.98' 576.80 575.76 0.80%
INV OUT=116-115=577.23' INV IN=903-902=580.72'
INV IN=205-204=576.71' 902 587.86' 128 120 15"RCP 24.33' 585.03 584.75 1.16% 214 213 18"RCP 115.47' 577.92 577.00 0.80%
INV IN=118-117(1)=579.21' 204 582.98' INV OUT=204-203=576.51' INV OUT=902-901 =580.52'
117A 583.81' INV OUT=118-117=579.01' O
INV IN=904-903=581.17' 129 105 15"RCP 25.33' 582.45 582.16 1.15% 215 214 15"RCP 94.38' 579.72 578.17 1.64% V
INV IN=206-205=577.09' 903 588.13' " ZO
INV IN=118-117=578.48' INV OUT=903-902=580.97' s
117 584.87' 205 584.18' INV =225-205=578.34' Z
INV OUT=117-116=578.28' INV OUT=205-204=576.89' 904 588.41' INV IN=905-904=583.39' W
INV OUT=904-903=583.19' J
118 584.39' INV IN=119-118=580.50' INV IN=207-206=577.69' W
INV OUT=118-117(1)=579.96' 206 584.20' INV OUT=206-205=577.22' 905 588.70' INV OUT=905-904=583.90' C d
Q
119 585.91' INV OUT=119-118=581.75' INV IN=208-207=578.09' 906 581.68' INV IN=907-906=578.81'
207 585.32' � U
INV OUT=207-206=577.89' J
INVIN=121 -120=581.92' J >-
120 589.41' INV IN=128-120=584.75' W J LU
INV OUT=120-106=581.79' N
C�C W
INV IN=127-121 =585.62' G
121 590.22' INV IN=122-121 =584.08'
INV OUT=121 -120=583.88' ♦LU
122 588.71' INV OUT=122-121 =585.12' L U
123 586.80' INV IN=124-123=583.60'
INV OUT=123-111 =583.10' Q A
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PROJECT INFORMATION
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PROJECT MANAGER: JWF
3
LEGEND DESIGNED BY: JWF
Y NOTE: CB CATCH BASIN MONROE DETAIL 04.01.01 &04.01.02 FES FLARED END SECTION NCDOT DETAIL 310.02&310.03
g DRAWN BY: SAH
N • FOR BRICK-TYPE DRAINAGE STRUCTURES OVER 8'-0" DEEP, USE A 12"WALL UP TO 6'-0" IN DEPTH DCB DOUBLE CATCH BASIN MONROE DETAIL 04.01.04,04.01.05,&04.01.06 HW HEADWALL NCDOT DETAIL 838.80
AND AN 8" WALL FOR THE REMAINING 6'-0". FOR PRECAST DRAINAGE STRUCTURES WITH A PROJECT NUMBER: KT37.400
DEPTH OF 8'-0" TO 16'-0" USE AN 8"WALL. FOR PRECAST STRUCTURES WITH A DEPTH OF LESS OTCB OPEN THROAT CATCH BASIN MONROE DETAIL 04.01.03 E TYPE"E"GRATE MONROE DETAIL 04.02.02
ORIGINAL DATE: 8/30/23
THAN 8'-0", USE A 6" WALL. F TYPE"F"GRATE MONROE DETAIL 04.02.02
• RCP STORM DRAINAGE PIPE SHALL BE SINGLE OFFSET JOINT PIPE WITH PROFILE GASKET, IN DI DROP INLET MONROE DETAIL 04.01.08 SHEET:
ACCORDANCE WITH ASTM C443, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION PLANS. JB JUNCTION BOX MONROE DETAIL 04.01.07 G TYPE"G"GRATE MONROE DETAIL 04.02.02 C-4.5
WATERTIGHT JOINT

U
0
a� o
� U
M
- N r V (6
O � Z LLU))
Y NOTES: USE CLASS "B" CONCRETE THROUGHOUT. ZO 11�2"CLR. ZO z N ca Uj O to ca
U)
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" "} W 3/4" RAD. "> "> Q U 0 .2 06 � arni
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q Q Q Q NOTES: Q Q ODD N FD 00 .2 �
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT Q � . Q Q<� . U V . U
12" CENTERS AS DIRECTED BY THE ENGINEER. Z =U Z CC=U * THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING Z Cr=U W ON U) U Z 3
CD3 " CD W1 (FT.) D 6" " o
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. LL J "Z LL J "Z STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33, LL J "Z
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB O O U S `, _ Lu 1 O O U= 838.39, 838.51, 838.57, 838.63 AND 838.69. O o U=
DC ^ V Y i CD co 2 - 3" X /4" THICK = ^ =C
AS SHOWN ON STD. NO. 840.00. Z Z
W Q Q C)2 a ROUND OR SQUARE W Q Q LL_ * INSTALL PRECAST ENDWALLS WITH WINGS AND PAY W Q Q LL=
FOR 8'-0' IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER H-U O C7 In U) CUT WASHER ~U O C7 FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. U Cr o CD
8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST Q F, a[ O Q I-I 1-Or 1'-0' * Q h-1
X - �( QUANTITIES ACCORDINGLY. H= Z L.LI m _j H= Z W USE 4000 PSI CONCRETE. = Z W
- - - Cn H LL O J _j 2 - HEX NUT U U-O J * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 co LL O J
A CONSTRUCT WITH PIPE CROWNS MATCHING. CC " Q CC " 1--1
0 O U 12" 12" a o 0 O U I 3 - FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING 0 O Cn cr
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. Z " w 6" Z " "
p TO ASTM A185 WITH 2" MIN. CLEARANCE. Z
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A F-.> E- H2 H2 * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH F->
/ POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. [L"
Lu
CHAMFER ALL EXPOSED CORNERS 1". T 26.704.
0 DETAIL OF HANDLE T 0 O co
CS/RCP H1 H1 * PIPE TOOSHA ABEAGROURD TED INTO HEADWALL AT JOB SITE BY r O 0
-` DRAWING NOT TO SCALE. I14 - CONTRACTOR
*INCREASE THE SIZE OF THE 6" OPENING TO 8" MAX., AS DIRECTED BY THE W � - - - - - * ALL ELEMENTS PRECAST TO MEET ASTM C913.
ENGINEER BY ADDING 2" TO THE WALL HIEGHT ABOVE THE TOP ELEVATION. ADJUST 11/2 CLR. J� * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
QUANTITIES ACCORDINGLY. 11/2 #3 BARS "X" 11/2" 0'
Y 2 WEEP HOLES Z CLR. EQUALLY SPACED CLR.
Z AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
PLAN 2ND OPENING N F COUNTERSINK PART WHERE HANDLE IS LOCATED 1" N � L
8" O.C.(TYP.)
IF REQ'D. AND ALLOW HANDLE TO MOVE VERTICALLY. 8" O.C.(TYP.) 6' REFER TO CHART
a a REFER TO CHART
TOP SLAB FOR BAR SIZE w
F G m PLAN m FOR BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS � J CY
a TOP SLAB AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION
TOP ELEVATION #4 BAR Z TOP ELEVATION o = PRECAST OR CAST IN PLACE TOP SLAB O = E L EVAT I 0 N SIDE TO INCREASE THIS BAR SIZE AS NEEDED. O J
TOP SLAB GUTTER LINE LL 0 LL LL a 0
#4 BAR Z 1 r 6rr* C7 T (� Z 3 ,
OPENING 6"* _ _ Z Q LLI F 1" PIPE SLEEVE X 3" LONG. Z Lu
B 0 H #4 BARS "Y" HANDLE�1" PIPE SLEEVE V H H Z
6' 6" TOP ELEVATION Q Q ENDWALL DIMENSIONS Q W \\\n(ii►►►,
cr H PART SECTION � H W2 (FT,) o w a ca ''''•,
-�6„ A 6„ 1/2" CLR. 0 a = THRU COVER SHOWING HANDLE O Q = FT. MINIMUM MIN./MAX. MIN./MAX. MIN./MAX. MIN./MAX. MIN./MAX. �� '(N RU
I = _ �1 10�2" 0 0 0 0 0 U PIPE DIA. BAR SIZE cc H1(FT.) H2(FT.) D (FT.) W1 W2 ID W N ��``��'• •••'C�'��i
o PIPE WALL ct [7C n '•••//9
((THICKNESS VARIES
I 3/4"CLR. Q = Q = a 1 .0 #5 @ 8" 1 .25/2.00 2.00/3.75 1 .25/1.75 3.00/3.75 5.50/6.00 Q =
° (MIN.) 0cc
#3 BARS "x° r 0 F = I I 0 v °C :• LICENSE N0. ••:
Z - Z 1- 1.25 #5 @ 8" 1 .25/2.00 3.00/3.75 1.25/2.00 3.50/3.75 6.50/6.75 Z Z = _ _
o #4 BAR Z Q EQUALLY SPACED 1/ 4 Q = Q Q F-1407
H Z 2" CLR. F_ Z 1.50 #5 @ 8" 1 .25/2.00 3.00/4.25 1.50/2.50 3.50/3.75 6.50/6.75 V _
SEE NOTE I U W - SECTION V-V co W = 2.0 #5 @ 8" 1 .50/2.50 4.00/4.75 1.75/2.50 4.00/4.25 7.50/8.25 co N ��•�'•
} d CV #4 BAR } d N } •••'••.......••'•
SEE NOTE PART SECTION Y-Y Q 0 r _ Q 0 r D 2.5 #5 @ 8" 2.50/3.50 4.00/6.00 2.00/3.00 4.50/5.50 10.00/11 .50 Q (/� w ii�9S`
SECTION X-X SECTION Y-Y � N J
SHOWING DETAILS AT OPENING O W G 0 W I 3.0 #5 @ 8" 3.00/3.50 5.00/6.00 2.75/3.50 5.25/5.75 11.50/11 .75 DQ z 7/,�►111111I\\\\\
O ~ O F 0 yQ 3.5 #5 @ 8" 3.25/4.50 6.00/6.75 3.25/3.50 6.00/6.75 12.00/13.25 o W
MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H) cc W 11/2" CLR. #4 BARS "Y" 11/2" CLR. cc W �� 4.0 #5 @ $" 3.50/4.50 6.50/7.00 3.25/3.50 6.50/6.75 13.00/13.25 =
DIM'S OF BOX & PIPE REINFORCING TOP & GOT. SLAB CU. YDS. CONC. TOTAL QUANTITIES DEDUCTION DED. ONE �. EQUALLY SPACED °C PLAN CC
PIPE SPAN WIDTH HEIGHT BARS - X BARS - Y BARS - Z DIMENSIONS IN BOX BOX & SLABS ONE PIPE 60P NINGAT 7 #3 BARS "Xrr 6" C.� 4.5 #5 @ 8" 4.00/5.00 6.50/8.50 3.25/4.00 7.00/9.25 13.50/15.75 {{{I"'I/)
D A B H NO. LENGTH NO. LENGTH NO. LENGTH F G TOP SLAB BOT. SLAB WALUFT.HT. LBS.REINF. YD3(MIN H) C.S. R.C. YD3 Z Z -�� CAR
5.0 #5 @ 8" 4.50/5.00 7.00/8.50 3.25/4.00 7.25/9.25 13.75/15.75 . !1
12" 3'-6" 2'-3" 1'-10" 4 3'-0" 6 4'-3" 2 4'-3" 4'-6" 3'-3" 0.181 0.271 0.250 27 1.046 0.015 0.032 0.046 0 0
oss� Y
15" 3'-s" 2'-3" 2'-1" a 3'-0" s 4'-3" 2 a'-3" a'-s" 3'-3" 0.161 0.271 0.250 27 1.108 0.023 0.036 0.04s V � V 5.5 #5 @ 8" 4.50/5.00 7.50/8.50 3.25/4.00 7.25/9.25 14.00/15.75 '��•,•' ��•• "9 �'
18" 4'-0" 2'-8" 2'-4" 5 3'-s" 7 4'-9" 2 4'_9 5'-0" 3'-8" 0.226 0.340 0.284 35 1.379 0.033 0.049 0.053 DOWEL
6.0 #5 @ 8" 4.50/5.00 7.50/8.50 3.25/4.00 7.75/9.25 14.75/16.75 '-
24" 4'-0" 2'-8" 2'-10" 5 3'-5" 7 4'-9" 2 4'_9 5'-0" 3'-8" 0.226 0.340 0.284 35 1.521 0.059 0.085 0.053 SECTION W-W SEAL 30" 4'-O" 3'-6" 3'-4" 5 4' 3" 9 4' 9" 2 4'-9" 5'-0° 4'-6" 0.278 0.417 0.315 43 1.916 0.092 0.127 0.053 .: : -
36" 4'-6" 4'-0" 2;-4 5 4'-9" 10 5'-3" 2 5'-3" 5'-6" 5'-O" o.3ao 0.510 0.352 51 2.390 0.132 0.178 0.059 SHEET 1 OF 2 SHEET 2 OF 2 SHEET 1 OF 1 043160
42" 5'-0" 4' 6" 4' a" 5 5'-3" 12 5'-9" 2 5'-9" 6`-0" 5'-6" 0.407 0.611 0.389 64 2.914 0.180 0.243 0.066 838.80
p W
48" 5'-0° 5'-O" 4'-10" 5 5'-9" 13 5'-9" 2 5'-9" s'-o" 6'-0" 0.444 0.666 0.407 68 3.298 0.235 0.317 O.Os6 840.04 840.04a1t1�23
6" 'L' 6" 6" w' 6" o GENERAL NOTES: NOTES:
"CA OPENING SHALL BE 'L' OR 'W' + 1'-0' "U INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL. "U
>_ * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING LOCATED AS REQUIRED H} STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED I->_ '7I
CLR. TYP. z o Q Q STANDARDS: 840.01 840.02 840.04 840.05 840.13 Q Q THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. Q Q ///1fll{I17{{�`
Ip #4 REBARS d CO m #4 REBARS o z =v #4 REBARS z~_ z =Cj
- - - - - - - - _ - - - - - _ 0 C7 840.14, 840.15, 840.17, 840.18, 840.19, 840.26, N 6" CENTERS o CD�? ,�O c7
Ii
W J�'-'z 840.27 840.28 840.31 840.32 AND 840.41 . :v W J a~'z 3ja„ LL.J
0 o O O -L- , , O O S O O =
(n O• .. � N
:: w o w o :o w Q z LL ^ * INSTALL PRECAST DRAINAGE STRUCTURES AND PAY _ W Q z LL ^ W Q z
THE PATTERN OF THE °• Q = #5 BARS Q 2 Q =
o I I v m - m - U oC O C3 FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. @ OPENING U CC O 1" C H-U O CD
Q � Q KNOCK-OUT o,• •' 'p". o Q H I STEPS Q H Q "
a ° : = z w * DO NOT PLACE PRECAST DRAINAGE STRUCTURES / �= z Lu 1 "' _~z w m
„ I :: LL
3rr PANELS ARE SHOWN °. ° C/) O SECTION C-C �, o _ o
3 Iv Q x Q x FOR ILLUSTRATIVE d'::D' ° 'o' ' "D =W"J UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. oCW"J m o[o"J
> Q > Q �• 0OUQ #5 BARS 3 0OUQ _ OOUQ
m m PURPOSES ONLY. �: o : ° ' �: °C * C _ o� m
3„ i i .o.•o�•.• •'.° • .p .• •••o z H USE 4000 PSI CONCRETE. i @OPENING C+ z H f
3 #5 REBARS 12" I v #5 REBARS I ' o �' ':o •' �'�' .b .o •' �' '.o ° > * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR 5/B" °' = ��
CENTERS (TYP.a :: ( 12"CENTERS p. oo .o .. °p.. o •::°� v r 111 0 o• r 0 a T 0 CL
.. .. .'a.� . a.� W \ W
P' LL - - - - - - - - - -
' ° DEPTH WAFFLE WA r r
BADE 60 AND WE D WIRE FABRIC C NFORMIN TO ASTM A1064
•'• � ° 0 LIMIT MAXIMUM D P TO TOP OF BOTTOM SLAB FOR WA '.'p.• .• ' o,
::.•. ;• •°:..•.°,• •::.•.•: •°. :.•.• .• •. ,.n. •. .'°. ....° '. .'°. '° :o.� . 6" MIN :
z 1 I 1� 1 O D •O•o' D •O O' ;; p D Q o STRUCTURE TO 10'-0"; LIMIT SOLID WALL STRUCTURE o o ':ov:. a ��" PLAN SIDE
H SECTION 'A-A' <p :(:D
:°•:c v. c°
SECTION B-B o• o :o• TO 15 0 ELEVATION
` _j + 1'-Orr D ° ° .° ' '0 ' : ° * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH 6" L' 6" o•� ., PLAN SIDE
rU B �p o o'. o': OSHA STANDARD 1926.704. o,'.`o': �. o.p:.op . ELEVATION M�
:• o Lu * PLAN TOP SLAB W _ M� N
d.+. . 1 MIN. CUT OR FORM OPENINGS FOR PIPE TO PROVIDE o o sB.r
z_ CLR.(TYP) REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES o o
o #4 R BARS C 1" MIN. (', o SO THAT PIPES ENTER THROUGH THE o J rL o w
WAFFLE WALL ISOMETRIC VIEW J KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH " 14%2" H
r J p p CORNER CUT DETAIL -\F� 1, Q,r o y
0 4x4 W4xW4 z Q THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6 of (SOLID WALL BOX) z IBC � CAST IRON CAST IRON z
+ WWF (LAP #5 REBARS @ 12 '-' H WALL IS PROVIDED ABOVE THE HOLE. " W ELEVATION ELEVATION " W
•> WWF 6rr ON- CENTERS (HORIZ. � V) �•
a
z~ TO REBARS) & VERT.) J * ALL ELEMENTS PRECAST TO MEET ASTM C913. s" L' OR 'W' 6"1 cc0 =
° ¢ (USE WITH 0 w LL * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE 0 w z 3 0
LARGER LL OR BRICK IN ACCORDANCE WITH STANDARD 840 25 #4 REBARS Q 116'
' ••- �" 4' X 4' & E C'3 K 0 H N C3 C�
v ° DRAINAGE STRUCTURES OC Q * 1" CLR 6" CENTERS ��e o a o
Q
B ip PROVIDE PRECAST STRUCTURES OVER 4 -0 IN DEPTH WITH °a a #6 BAR OR Q
6" Lr 6rr TYPICAL) Q Z 1 #4 REBARS = Q Z W c 11/4 c� #8 BAR
D O . 0 i..� 0 STEPS AS DIRECTED BY THE ENGINEER. 1" ^`° s" CENTERS co 7) O F-1 1rr 83/rr T GALV'D. 0
WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW Q a Q WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG CLR Q Q z rn 1j" °' Q V)
rr 1 r rr , , rr •o.• � •'0'••°.• '••v.• o �' AS THE SAME AREA OF STEEL IS PROVIDED. �' 5/8" vI U W
6 L 6 6".
W 6 0 o Do GJ \I \\�II
SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER PRECAST RISER PLAN PRECAST RISER DETAIL �- < _i }
o :o, p .o:' ' 'o .o ' ' 'p .�;' '''p :. a o BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A, a H LI_I Q a
1" MIN. CLR. :o:: . ;o:: . :o:: . :o:: . :v:: N U (� Z POLYPROPYLENE Z
1" MIN. CLR. °• •'•' • °• •'•' • °• °• •'•' • °• 0 AASHTO M 198, TYPE B BUTYL RUBBER. 0 0 W PLAN
a• o' o • . .. .o • . .. .o • . .. .o • . .. .o • . .. Q a :o :o ..v. Q a SIDE PLASTIC Q
4x4 W4xW4 _ o :•o' o :•o' ° ; o' o ;•o' o ; * LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR :o "e'0 0 1/2" SIDE
o w o o: .o' o .o' o .o' ' ' 'o:. p'. . .•.o:: 0 V ° :v':::P :. 'o ':: ?° 'o;::o :.•o :. o C) 1 :N ELEVATION o a
LU O v WWF LAP crPLAN ELEVATION oC OC Z
( J .' :o:' :o:' :o:' w DIMENSIONS OF 5 -0 X 5?-Ott. o, o. W /$" _
4x4 W4xW4 J v v v vp•• p p•
WWF 6 ON n m °. °. °. °. °. :o:' • n:o:: •: r \ COMPOSITE
a' WWF LAP WWF D' Q ip o • . . .. .o • , . .. .o • . . .. .o * THE OUTSIDE PIPE DIAMETER PLUS 2 OR THE OPENING �_
rr ( Q 1 TO REBARS) o• F-1 •'o' '':D' o :•D' o : D' o ;•D' o' ; d d
6 ONTO REBARS) o H 'o ¢ ''.o:' ' 'p':'.o o ',o p':',o'' ' 'o'' REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE
Lu
Q x :• o- Q xQ :o:' :7:. :o:: o:' 6r' 6" ` REINFORCING STEEL
o > Q #5 REBARS o• > °' ':o .' ° ':o .'.°.� ' SIZE WHICHEVER IS GREATER. 1/4" R77_7_�
"'
#5 REBARS 12 0
p 12" CENTERS o o * USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS.
CENTERS (TYP. ) :: TYPICAL) ° O' o °' IItRCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW ELEVATION NOTE: W
° •' #3 DEFORMED 12" _ DO NOT USE IN
v :;v '• •o ':;v' ;,•O'';;D :,•v'• ;v :,.o'• ;p•:.•o'�; \, STEEL ROD SANITARY SEWER MANHOLES. Q
SECTION 'D-D' �p SHEET 1 OF 2 (/� SHEET 2 OF 2 SHEET 1 OF 1 0
SECTION 'C-C' SOLID WALL ISOMETRIC VIEW 840 . 45 OPTIONAL JOINT DETAILS 840 . 45 SECTION A-A ELEVATION 840.66
z0 'GEN.E'•R•AL TES �2r_0 y D W T As ;m SOLIDSOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE O z
"� I I IF SPECIFIED.
F- US€_G,00 SI MINIMUM COMPRESSIVE STRENGTH CONCRETE. INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL F-} H}
SLOPE AS INDICATED ON PLANS Q o• Q STATE USE OF SYSTEM ON COVER Q
'X' BAR #4 REBAR HORZ. / Q CONCENTRIC Q Q
G G !�' Q f- US TM�615 GRADE 60 REINFORCING STEEL. USE ASTM A1064 DIAMETER WALL TOP/BOTTOM AREA OF STEEL Q I.E. : SEWER, STORM DRAIN, ELECTRICAL Q V
/ Z cc=U WEIlk WIRE FABRIC (WWF). CONE SECTION v o Z C]C=U 7 ( ) Z C]C=U Z
"0 C3 ram. \• (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. F-I 0 0 0
'X' BAR V LL
I-- - O o CL=Z FA CATZ)ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS (IN.) (IN.) (SO. IN.) O o CI_2 Z �Q O CD S Z
W Q Z W ^ AC DAN WITH AASHTO M199. W Q Z W ^ W Q Z W - Z
I % TOP OF COVER In
l F#4 REBAR HORZ. _ H-U Q O ^`
1_L 1-I_ _ I v m cs AS BLEPISER AND GRADE RINGS WITH THE STEPS SPACED 12" 4 4 6 0.12 H U O �O
�-L L Q H- I-I FROM THUD TO THE BOTTOM OF THE MANHOLE. Q F-I A A B B Q H 0
S s H= Z W ��11 `(��" 5 5 8 0.15 �= Z W �= ZLLI L)
rt t r fi z U LL Q WH TIIL*� ANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 6 6 8 0.18 U CC O Q U F O Q Z
w I N_ 0 (n THE OP THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM 0
rL PIPE- _ _ n _ z -o PIPE- O U 0 _
Z "(RCP OR OF A(ff THE GROUND AT OTHER LOCATIONS. Z " Z "
T-F-'T- 1-T-I- \ #4 REBAR r [L LI D OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF T Cl Q L_ _ ------_----- ---I L_ - - _ _ -I r Q W
-� -�� o B0 ALTERNATE CONE SECTION 2' °' o o W
r � � GRADE RING r r
THF:{pIN./ LAB THICKNESS 'T' IS THE DIMENSION OF THE %2" R. LJJ
OPT. CONSTRUCTION JOINT a TH f¢ES RTION OF THE TOP/BOTTOM SLAB. °.a ° ISNO,OREAQ02 STEEL d
L B - � ECCENTRIC CONE 8" BOTTOM OF COVER 1/2 a
ELEVATION * T M!!l!!!������\T\'OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS W U =
END ELEVATION DOWEL 'X' BAR W A f •:IN]�WISHABLE TOP AND BOTTOM.
° 6" MAX. SPACING
a n° OF CIRCUM. R/F W U �j
LOCATE WALL REINFORCEMENT Q PLAN OF COVER J j N
D' + 2 'W' IN MIDDLE THIRD OF WALL o W
I I I I I I m AME AND GRATES STD. N0. N �° �--�
� W ADDITIONAL CC �
FFIC BEARING 840.37 1" MIN. 0
- - - - cc
o V W CLR. #4 REBAR a O PLAN OF FRAME o W Q
'X' BAR N Y NTRAFFIC BEARING: 840.22 ,° LL LL O
#4 REBAR HORZ. NOTE: G7 p °' STEP STD. ■ ■ ■
aao.za n, o. C'3 0 1'- CS' V W
PLAN -THIS STANDARD FOR THE SLUICE GATE PROVIDES ONLY BASIC C z :o :�°' • NO. 840.66 2
ui
INFORMATION FOR PLACEMENT. Z J o _ eao.zo AS Z LLI Z
-INSTALL THE SLUICE GATE IN ACCORDANCE WITH THE " 0 0 840.29 � 1" MIN. USE MIN. AREA OF STEEL IN TOP (CIRCUMFERENTIAL 0 W 2'-11/4" 0
MANUFACTURER'S DIMENSIONS AND SPECIFICATIONS. D Q 840.33 'I CLR. SLAB OF #4'S @ 8" CTS. REINFORCEMENT) Q Z a Q Z 0
-SEE PLANS FOR LOCATIONS AND PIPE SIZES Q EACHWAY/EACH FACE *. • CC a
p ' 0 _ 1' 1 13/4 rr 3,r' �
SLUICE GATE DIMENSIONS Z FLAT TOP SLAB LONGITUDINAL G
DIMENSIONS AND QUANTITIES FOR RCP OR CSP Q W ADDITIONAL #4 EACH • 00 N M\ _
H2 QUANTITES PIPE DIAMETEfl A 1s" 18" za" 30" 3s" - 0 ADDITIONAL #4 EACH REINFORCEMENT 0 1'-1 0%gr' - O W 1..`
CALCULATIONS BASED ON CONCRETE PIPE \, SIDE OF OPENING (1" RISER �+ M
p PERGATE DIAMETEfl B 22" 25" 32" 38 46" SIDE OF OPENING (1" °
DIP HD MINIMUM DIMENSIONS DIRE ADDTIONALIHEIGHT FRAME HEIGHT, MIN. C 36" 36" 48" 60" 72" Q J CLEAR OF BOTTOM FACE p Q - O Q
D H' e G T S L D STEEL CONCO J PLACE BARS DIAGONAL CLEAR OF BOTTOM FACE) p � N p Q
L85. YD3 H. W. HEIGHT, MIN. D 4'-5Y2" 4'-7" 5'-70" T-1" 8'-4" 10 A Q Q //�� TO CORNERS (TYP.) Q 1 / Z = O
15" 3'-3" cc
1' 8" 2'-9" 21/4" 97/2" 5'-6" 0.7 15" 7.5 0.2 H. W. WIDTH E 5'-6" 6'-4" 8' 0" 9'-2" 11' 0" _ °• _ PE #1
19„ 3,_7" 1'-10" 3,_2„ 2�2„ t0„ s'-a" 1.0 1e" a.7 o.z H 3 _ - - W D W w H TYPE I'���2 rr -
24" 4'-2" 2'-1" 4'-0" 3" 10" B'-o" 1.5 24" 11.1 0.2 B U Q CA J _ / \ 33/4 •- U W 30„ 5,_0" 2'-6" 4,-7„ q1%„ 11Y2„ 9� 2„ 2.3 30" 12.6 0.3 E Z � i� `�� i�/ \�� O N 1 rr 3 rr
J FRAME & GRATE } 2 I�4/q } J
36" 5' 6" 2' 8" 5'-6" 43/q" 12?/2" 17 0° 3.4 36" 15.1 0.3 Q W 7 ` 7 ` SEE STD. 840.54 Q T Q
BASE
FOR MANHOLE z 0 v 1' 105/8 c 2
GENERAL NOTES: W ~ / �I / Q ^ M\ \ O
RING AND COVER
REBAR IN ENDWALL (H1 MIN.) 1 SLUICEVGATEBL3' ABOVE THE HE HEIGHT NS DIMION ENSION OR FRAME
WHICHEV HEIGHT ER IS LESS. 0 ~ ) Ilr JL _ _li `I // �� � ��'4 r cJi o 77�� / \ALTERNATE Q
m 2. ATTACHMENT OF GATE MAY REQUIRE SPECIFIC POSTIONING OF PIPE AND/OR W U II�_ - - - ,I I T T _ SECTION B-Bcr
v USE WITH PIPE DIA' MODIFICATION OF ENDWALL. CONFIRMATION OF GATE DIMENSIONS AND r I - J L - I ( •;`' ; ° °C 1- _I -
I - - - - ,I I 1 { '} o°. o°. o°.° 43/8" 2'-0%
w RC OR CS 15" 18" 24" 30" 36" 42" a8" ATTACHMENT METHOD IS RECOMMENDED PRIOR TO CONSTRUCTION OF ENDWALL, (•� I_ - JL _ _� �}(` 7`^/ °•v° „•p° g;v°°g,•O' g;o° g,•o° ;;o°°g,•o'° N 2 / MINIMUM WEIGHTS - LBS.
PIPE QTY QTY OTY QTY QTY QTY QTY 3. PLACE NO. 4 REBAR ON 12" HORIZONTAL AND VERTICAL CENTERS 1 I - - - - -`II / 1 N �\ SS 7 / • ' ° ° a \ \
a O �` II-_ �L_ _I / {` / FIT USE MIN. AREA OF STEEL � 2'_g1/4" � \ FRAME - 180
1~,I 'x' BARS 6 7 9 10 12 14 15 WITH 2" MINIMUM CONCRETE COVERAGE. - IN BASE SLAB OF
0 4. CONSTRUCT 1" CHAMFER OR RADIUS ON ALL EXTERIOR CORNERS. _ COVER - 120
y HORZ BARS a a 5 6 7 7 8 (, ♦ - 0.12 in2 PER LINEAR W N
w TOTAL LBS. 41 50 74 172 131 161 195 5. USE FORMS TO CONSTRUCT THE BOTTOM SLAB. ` 7 ` 7
•n 6. WALL THICKNESS (T) IS USED TO COMPUTE QUANTITIES, NOT TO INFER SIZE. i i FOOT EACH WAY SECTION A-A ( TOTAL - 300 Lu
t� 7. WHEN THE BASE IS POURED SEPARATELY, LEAVE THE POUR ROUGH. d \ m
5 B. USE CLASS 'B' CONCRETE. - - - 0
9. CUT OR BEND REBARS AS NEEDED TO ACCOMMODATE PIPE. TYPICAL MANHOLE SECTION
SHEET 1 OF 1 SHEET 1 OF 1 � � � / SHEET 1 OF 1
3 838 .02 GRATED INLET OPTION MANHOLE OPTION 840.52 TYPE #2 840.54 w
x
r N
Y
PROJECT INFORMATION
a
m
r
PROJECT MANAGER: JWF
3 DESIGNED BY: JWF
2
IL J)
Y DRAWN BY: SAH
PROJECT NUMBER: KT37.400
0
ORIGINAL DATE: 8/30/23
SHEET:
C-4.6

Z Z Z U E
O U O U O U O
23/4" �>- F F} S EXPANSION JOINTS F1}
DETAIL SHOWING TYPES OF GRATES 3 Q 43' NOTE: USE TYPE "E", "F" AND "G" GRATE Q Q Q Q �j o ro
2 jj 2" Q H= UNLESS OTHERWISE NOTED. chi aI 3/4" P Q H= 6" E Q H= +- 00 v m
USE ACCORDING TO WATER FLOW. 1 j H� U N P�,\ z =cc: U 4'-s" 4'-s" z¢=U co N �3: o _
B LL F1 z _O(D �� LL F--I Z #4 BARS „V„ 6„ 6„ STD. 8&OHOOD FRAME, W-J d F-I z N t N M L) N
0 0 = B - T 0 0 = 0 0 = N m Z r
U ^ U @ EQUAL SPACES U O N m
TYPE "G" TYPE "E" TYPE 'IF" z - z - 11i2" 111/2° z - U Z3 m a) Q
A A 1"� 7 " ��Q CC o= ��Qo= 3" ��Qo= Q o °' °U' a
9/8 Q IOF 2/$,r I I 21/B Q IOF ' ' \ i QCC IOF 00
oo J
M\ HSfl� ZW �"1 1'� HS ZW HS ZW U) p 3 O � U
UHWOJ _ _ _ - - N N cnHWOJ = _ \ �/ cnHWOJ W N co U Z
WATER FLOW SAG WATER FLOW f - 7 °C o'-F o - SECTION - LL SECTION - MM °z O'-' = w CC O H Q
o Un mL
o 0 R co R M W o 0
I 9/$ Z H Z H U
Tuu M A �� A ALIGN FRAME WITH INSIDE j3/$" I-H U)W PLAN
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - B r �p EDGE OF WALL TO ALLOW � � r �p m ¢ r
1% " r Lu p O O FOR VERTICAL ADJUSTMENT o 1 c m\ T 0 m? LL m ? CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES T W p
1 3�" O WALL SECTION °.'o T� *w " d TOP p
-�1 O o r
M ou USE ON FLAT ELEV. EXPANSION JOINT
1/2 r' 5/$rr SECTION - BB T J. GRADES 2% AND UNDER 11
t� SECTION B-B B SECTITON - PP SECTION - NN S 3'-0' = 13'-p'
DEPRESSED GUTTER LINE
4„ EXPANSION JOINT 00 I_I
13/4" 2j/q„ PLAN J f \ 3 N z PLAN OF TOP SLAB SECTION S-S ELEVATION
WATER FLOW SAG �- WATER FLOW cn FRAME,GRATE, & HOOD ASS'Y N =� N �" \ oC G F--I oC
SECTION A-A Un
O O UY] \� O O m NORMAL CURB AND GUTTER ON LIGHT GRADES O N
ri C3 _ = 6" 2'-0" 6 m 0 = o V)
TYPE "F" TYPE "E" TYPE r'G" TYPE - E H -� H v EXPANSION JOINT 6" ' m CL
=LM4
z U z NORMAL GUTTER LINE Z Q W
I ZQ U Ill 3 0 _ �\ _� n� 13/q" 0) Q Z Q 6" E #8 W" BARS #4 BAR 8 TOP Q C
9 r\ m Q U = ELEV. m _
RAISED FLOW ARROW 3 „ p 0 It Ln o p #4 BARS "V" N USE ON GRADES OVER 2% p ,
Q %6" HIGH 2/4 K K N N 1 '44' _ n 0 @ EQUAL SPACES �4
-
RAISED FLOW ARROW 23/4'r N Q L M N N QL - - DEPRESSED GUTTER LINE Q Lo
6" HIGH D _ Q W p Q W p 10" I Q C�
Z SECTION - AA " MAX. 6 0
EXPANSION JOINT
O - `Y' r Q � Q 1 i2„ Q W
O \ \ Z Q Q c c c Z Q Q #4 BARS "U" 1 6" 1'-0' Z \\\I111111///
N 1%2" M -�� DOWEL ELEVATION H H �\\
t3 t3 .��/�
1% _ U' z L M °\ ' "' SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES U W ��� ��2 ro� O N Fn Z N :• •••. 9
Q �+ J FRAME PLAN SECTION - JJ Q �' O * Q C,) T
a 1/8 ch\ < W W 3/�� - 3 �� 55/„ W W MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER) Z LICENSE NO. _
_ „ p Ft U 4 - 3, 3:3'-OT'B" 8 p Un DIMENSIONS OF BOX AND PIPE COVER CU.YDS. CONC. IN BOX DEDUCTIONS 0
O 1/2 rr N '9 13� Q Q = 1�6 1j6" %" Q Q 5 PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSION BARS-U BARS-V BARS-W TOTAL TOP BOTTOM TOT. GONG. ONE PIPE Q O F-1407
�f ,I rrJZ12
2 FOR MINIMUM C.M. R.C.
\ 1�2 rrR 0 cr _ I I I"`- _ _ _ R_ _ 3 D A B C G H E F NO. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB SLAB HEIGHT H
� I r LL Er-
2' 113/" 1/2 13�rr l Imo- 2r 113/r 1/8" U 7 = O 12" 3'-0" 2'-2" 2' 9" 0.235 0.772 0.015 0.026 •........ •• �•\� �:
- 4 - 4 W J� 1N W 15" 3'-0" 2'-2" 3'-0" 0.235 0.829 0.023 0.036 �j \\\N�
N
1 6 2'-O 6 c T /218° 3'-0" 2'-2" 3'-3" 0.235 0.887 0.033 0.049 `SS rr1 7 r' j 2 3/rr ocIa1' 1% -�I �--�{ /8 1/2 1 1 3 4 T T 24" 3'-0" 2'-2" 3'-9" 0.235 1.001 0.059 0.085 2 � � 3/2rr3r Orr 3/2rr 3� r / r r r 1111111\
" 30" 3'-0" 2'-2" 3'-4" 4'-3" 1' 2" 4'-0" 4 1'-5" 2 3'-9" 3 3'-9" 39 0.123 0.321 1.433 0.092 0.127
1�2 rr - 11 r 36" 3'-0" 2'-2" 3'-10" 4'-9° 1' 8" 4'-0" 4 V-11" 3 3'-9" 3 3'-9' 43 0.161 0.358 1.714 0.132 0.178
13/4r' SECTION A-A � �� / r' SECTION - KK 1 /16 _ 42" 3'-0" 2'-2" 4'-5" 5'-3" 5" 3'-2" 4 1'-8° 2 2'-11" 3 2'-11" 32 0.112 0.318 1.738 0.180 0.243
8 2'-11/2° I�--II►4%" 48" 3'_0" p'_p" 5'_0" 5'-9" 2' o" 3'-p" 4 p'-3" 3 2'-11" 3 2'-11" 35 0.145 0.352 2.052 0.235 0.317
TYPE - F 54" 3'-0" 2'-2" 5'-7" 6'-3" 2'-7" 3'-2" 4 2'-10" 5 2'-11" 3 2'-11" 41 0.180 0.386 2.387 0.297 0.401
TYPE G cod SECTION A-A SHEET 2 OF 2 R SECTION - RR SHEET 1 OF 2 SHEET 2 OF 2 �(H CAR
*- 1840.03 HOOD ELEVATION O/1 O 03 * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT p40.02 '��Q ���ro/S�Q���'q•%f9 r�
GENERAL NOTES: Z O'-F Z O Z v / `••Y: '
BACK OF CURB FRAME GRATE AND HOOD SEAL
SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. O U O U O U U
X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" } 2" WEEP HOLES GENERAL NOTES: H �1/2/r 3'-6rr Q 043160
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q Q� Y~� USE CLASS "B" CONCRETE THROUGHOUT. Q Q� rr 1�2" Q Q
z~= z�= 1 DEPRESSION N „ z~2
TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2' KEYWAY, OR #4 BAR DOWELS AT H CC C�U PROVIDE ALL DROP INLETS OVER 3'-6' IN DEPTH WITH STEPS 12' F_-Fcc U, U � 1 5/8 ��-1 5/$ H[C cI5 U �ajr11'z
000 12" CENTERS AS DIRECTED BY THE ENGINEER. O ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. O N� 0 ~i
y °o: °p : y o LLJ�F1z I I LLJ�"m 1'-75/ " 1' 75/ " T u F� WJ(L N E
o - - - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. 0 O =cf) r OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT o O = 8 8 r�H O O = �i •.r.T�N�c,'.•• � �`
A CIC z ., I X 12" CENTERS AS DIRECTED BY THE ENGINEER. W Ir z .. I I Wcc
z LL •, ��� �� •r•1� ��
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q Q LL= X USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. Q QLL
= Q Q = ���/ W
AS SHOWN ON STD. NO. 840.00. Q C-) O U� Q U O U� O Q U O
B F-F - CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD To SLAB F-I � - H- Lu
6" '.0 6" = USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. O W I = z W N O I O W
IF REINFORCED CO �� � _
AS SHOWN ON STD. N0. 840.00.
0 0:. D a FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER LL 0 J - ----�--- - - �LL 0 J � - O � - � _ ____1____ -_ LL 0 J
8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST CC O Q CONSTRUCT WITH PIPE CROWNS MATCHING. O Q O CC O Q
. ._o..', '.7 �'. O U I= I O Cn p� ' N O U CC
o
° QUANTITIES ACCORDINGLY. z F--F - - I SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. Z F1 N O I Z I-F
m o �" ° _o' ° CONSTRUCT WITH PIPE CROWNS MATCHING. H-.� INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. H O I I--•>
PLAN 3" SEE NOTE CHAMFER ALL EXPOSED CORNERS 1 r w p INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A r W p r W p
X o POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. II F m
SECTION X-X DRAWING NOT TO SCALE. r p I r p N H I r p
TOP ELEVATION _ I
� ro � CHAMFER ALL EXPOSED CORNERS 1". SECTION -
Y DRAWING NOT TO SCALE. 1' 4%2" F-�
TOP ELEVATION P LAN PLAN O F FRAME �
1'-75/g" 1'-75/8" CAST IRON o
- - - FRAME GRATE AND HOOD WITH GRATE & FRAME REM VED
SEE STD.NO. 840.03 STEPS - STD. N0. 840.66 STEPS - STD. N0. 840.66 T
A
d'
Cc PLAN OF GRATING
TOP ELEVATION - - - BRICK COPING(INCIDENTAL) 0 Q p
F x o
LL
LL W 2'-3j/rr CAST IRON W Q
6" B ° E-► I"I �-STD. 840.16 FRAME a
U.'3 0 & GRATE C`S J C3 d
z z
Q #4 BAR 11 Z W F1 T
p W
6" G 6" ,
�--� CL
co LL
SECTION Y-Y 6„ o°. D 6„ o x Q CL 6' A 6" 6„ B 6„ = Q CL 1 j 1 j Q Q
= N Ir CL /a ' /8 /8 /8 Co
v D D p (> _ p _ p
= x O _ W
RISER HT. I p 0 1 1 1 1 p
VARIES = .� ° [L OC C"J 3'-33/4r' 2'_33/4'r
�- Q = I QG QQC�
_ - 6„ °.o o o o p p I m I 6° p = 1 16 rr 2rr p
"' T °.' I z W = 1/8'r 1/ n 1/8'r j/ rr Z LL p
s° T SECTIONo J-J o 4., _ . Q Q 8 8 Q
° o o co W � 4 3/rr _ 3/n 3/'r c F O DOWEL W 3/"
o WHERE 30" TO 36" PIPE IS USED _ N SECTION H - H W U j
SEE NOTE SECTION M-M L) CV SEE NOTE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE - 18" m Q 3'-2" 2'-2" Q J WHERE 42" TO 54" PIPE IS USED �-
WHERE 30" TO 36" PIPE IS USED Q () T T
RISER VARIES Q O SECTION X-X SECTION Y-Y Q c Q ~
% J O V o V 21/8'r 21/8
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) - _
p . .... p . . ... .. p. . .. .. p rr tr rr d
g Ma: o a IYI 3 'r N N 3 n N N O W
.J - - DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR 3'-1 /4 21-1 /4
6" o, ° '{L �{ A PIPE SPAN WIDTH MIN. HEIGHT CONC. IN BOX ONE PIPE
"6-"'Q'rfi1 A o,. { ¢ .1 00 TOTAL
D A B H BOTTOM WALL
HER FoaONraCETE C.M. R.C. cr
p lL p'..A tl �1 m HEIGHT. H 3'-6" 2'-6" O
12" 3'-0" 2'-0" 2'-0" 0.222 0.222 0.592 0.015 0.026 LL
WHERE 42" TO 54" PIPE IS USED ° `."°`"'.. .° .....,.° . 15" 2'-3° 0.648 0.023 0.036 z
DETAIL SHOWING METHOD SECTION E - E SECTION F - F LnLn
18" 2'-6" 0.703 0.033 0.049
24" T-0" 0.814 0.059 0.085 >
OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2 30" 3'_0„ 2'_0" 3'_6" 0.222 0.222 0.925 0.092 0.127 SHEET 1 OF 1 SHEET 1EOFLu840.02 840. 14 840
E Z W
6„ A 6„ OPTIONAL MANHOLE O> p
Q
E GENERAL NOTES: Z~2
cc C-)
YI 6" C CHAMFER ALL EXPOSED CORNERS 1". W J 0
LUSE CLASS CONCRETE THROUGHOUT. 0 Un=z Z
X _ X OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR W Q Q LL 2
1 ¢= D = / �� D #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. a U m O Uri U
USE FORMS TO CONSTRUCT THE BOTTOM SLAB. H 2~Z W Z
moo I (nHWOJ
m'+'F- I I� �� I LL IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, CC i--F
m a U N y 7 ADD TO BASE AS SHOWN ON STANDARD NO. 840.00. O 0 U
�N Z I I
L - PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS I-F>-F
\- - - - 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. r a-Lu p 0
6"' � 3" ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES r
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
Y SEE STANDARD 840.54 C SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE s Q
FOR MANHOLE COVER & FRAME #4 BARS "A" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) Z
P LAN OPTIONAL SPACED 6"
C. TO C. MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP � �
BRICK MAY BE USED ELEVATION IS 12 FEET.
TO ADJUST FRAME & LU
6'" COVER TO SURFACE Lu
ELEVATION MAX. 1' d
#4 BAR / Q
p..0 _
o X
1f4 W o -, J
- - OUTLET PIPE r' C.7 m J W
�I o E OR F 1%2" z Z O W J j W
A I 6" �I Q O Z I-I
INLET PIPE SECTION I �--I <
6" C-C OR D-D DOWEL p v J w W
SECTION X-X C, z z ° U
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES p 0 Q =
DIMENSIONS OF BOX AND PIPE REINFORCEMENT TOP SLAB CUBIC YARDS TOTAL QUANTITIES DEDUCTIONS FOR ONE Q W
6" CL
PIPE SPAN WIDTH HEIGHT BARS "A" DIMENSIONS IN BOX BOX AND SLABS PIPE CU.YDS. O
p•. i EXP. JOINT D A B H N0. LENGTH E F TOP BOTTOM WALL/ LBS. CU. YDS. C.S. R.C. W = N
SLAB SLAB FT. OF HT. REINF MIN. H" > )- r-
1/" •9„ 12" 2'-0" 2'-0" 2'-3" 12 2'-9" 3'-0" 3'-0' 0.167 0.167 0.185 22 0.750 0.015 0.024 Q Z O
15" 2'-3" 2'-3" 2'-6" 12 3'-0" 3'-3" 3'-3" 0.196 0.196 0.204 24 0.902 0.023 0.036 Q O Q
61, - i = 18" 2'-6" 2'-6" 2'-9" 14 3'-3" 3'-6" 3'-6" 0.227 0.227 0.222 30 1.065 0.033 0.049 V I A
24" 3'-0" 3'-0" 3'-3" 16 3'-9" 4'-0" 4'-0" 0.296 0.296 0.259 40 1.434 0.059 0.085 v,
B
p• .. 30" 3'-6" 3'-6" 3'-9" 18 4'-3" 4'-6" 4'-6" 0.375 0.375 0.296 51 1.860 0.092 0.127
36" 4'-0" 4'-0" 4'-3" 20 4'-9" 5'-0" 5'-0" 0.463 0.463 0.333 64 2.341 0.132 0.178 O
6'
SEE NOTE 3
DOWEL 42" 4'-6" 4'-6" 4'-9" 22 5'-3" 5'-6" 5'-6" 0.560 0.560 0.370 77 2.878 0.180 0.243
3 48" 5'-4" 5'-4" 5'-3" 26 6'-3" 6'-4" 6'-4" 0.743 0.743 0.407 111 3.623 0.235 0.317
N SECTION Y- i 54" 5'-10" 5'-10" 5'-9" 28 6'-7" 6'-10" 6'-10" 0.865 0.865 0.444 26 4.283 0.297 0.401
w 60" 6'-6" 6'-6" 6'-3" 30 7'-3" 7'-6" 7'-6" 1.042 1.042 0.481 145 5.090 0.367 0.495 SHEET 1 OF 1
66" 7'-1" 7'-1" 6'-9" 32 7'-10" 8'-11, 8'-1" 1.210 1.210 0.518 169 5.917 0.444 0.589 840.31 N
w O LLI
.tn
5 Q
v
Y Q
rn W
3
r N
Y
PROJECT INFORMATION
a
m
r
PROJECT MANAGER: JWF
3 DESIGNED BY: JWF
Y DRAWN BY: SAH
PROJECT NUMBER: KT37.400
0
ORIGINAL DATE: 8/30/23
SHEET:
C-4.7