SW3240602_Plansheet - SCM Detail_20241023

L�
7
a�
GENERAL NOTES: Z Z Z U Q cco
FRAME GRATE AND HOOD N
BACK OF CURB O
N
SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. �U S` O�U co ® � Z U � C
X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" ~
} EXPANSION JOINTS }
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q H 3 6" E� a a 43` NOTE: USE TYPE "E", "F" AND "G" GRATE ' Q Q W Z N o
TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT H U 4'-6" 4'-6" Z =C..) UNLESS OTHERWISE NOTED. N P I 3�" p zcc
=v o z m c
c ;;v' :. v o ;,v o 12' CENTERS AS DIRECTED BY THE ENGINEER. W J O 1-4 - 6° 6" W J O H + _ r
Y Y r _ - p Z #4 BARS "V" STD. 840.03 FRAME, d Z B Q_ z (>3 N
USE FORMS FOR THE CONSTRUCTION OF HE BOTTOM SLAB. O 0(q= @ EQUAL SPACES T 1GRATE & HOOD O T O 0 U
E T TI
m IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W <LL= 3„ 2 2 W <LL= W LL= J
---
m AS SHOWN ON STD. N0. 640.00. H U O(3 / H U O C3 /rr H U O O M
1/" 1%"
B < Z~ / la- Z~ 21/B rr 2 8 Z~
6' 6" = USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. _ _ N _
° co� o cn o "EN
N Cn I- Cl) _w w w p
FOR 8'-0" IN HEIGHT OR LESS USE 6' WALLS AND BOTTOM SLAB. OVER LL J / LL J w J n1
D 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST CC O a cn �,� m I CC O I-I a ❑ e SECTION - LL SECTION - MM O~a
QUANTITIES ACCORDINGLY. Z H= R ? u R j F�6'-0" Z H= r\ O� z H
co ," .,," CONSTRUCT WITH PIPE CROWNS MATCHING. I-> ` aA z a PLAN �> A �� A ALIGN FRAME F >
Tr H N m m H c0 0 1/8 r r H
PLAN X 31 SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". *� w O c J a J LL CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES *� W L] EDGE OF WAL r W p
DRAWING NOT TO SCALE. r C] 07 " m j r p o FOR VERTICATOP ELEVATION SECTION X-X ip TOP_ ELEV. 6" I
m Ti USEGRADESON FLAT UNDER EXPANSION JOINT
o o
TOP ELEVATION SECTION - BB T
- - - - - - FRAME GRATE AND HOOD STEPS STD. NO. 840.66 - SECTION - PP SECTION - NN
S I I DEPRESSED GUTTER LINE B
SEE TD.N 4 STEPS - STD. N0. 840.66 EXPANSION JOINT 3 O I I � 13 O \\\II IIII
6 A TOP ELEVATION - - - PLAN OF TOP SLAB SECTION S-S ^' '"' PLAN J _ " ��\\\'(N CA/�0/ ////i
p. - - A o Z ELEVATION o Z II N� Q O . ''FEssi ti
oC oC FRAME,GRATE, & HOOD ASS'Y N N 4 oC
o ' L T -I O = O 0'L�.�
a M w )„� NORMAL CURB AND GUTTER ON LIGHT GRADES w )„� LL Do
6 '. B E� cf3 C3 6rr 2r Orr 6" _ U,
E-�I Z Lu NO GUTTER LINE Z Z U = Q
o
MA W
r 6" G 6" _ m H 6" FE #8 "W" BARS #4 BAR EXPANSION JOINT NORMAL
m 3'-0" - c I9 13/" _ Z _ SEAL
o =
SECTION Y-Y s" c s" Q $" Q _ v 4 rn Q a _ 04550,9 -
p �c ° D = #4 BAR "V" N USE ON GRADES OVER 20 E�EV. n� c Q U i \
CL = m �, = (�
@ EQUAL SPACES v = K -K N 13" _ 0 n O
I 10" I Q orn C a y ' •........
RISER HT. _ ° . '° 0 Q N N 0 CC i IN
00 � Q lL0 DEPRESSED GUTTER LINE � L IVI �`' N �i CJ �
VARIES -
_ EXPANSION JOINT MAX -
1 z �� 0=C 1'-0" I I z L= Z ~ Q //
T SECTION AA
s" T SECTION J-J -'� a W = #4 BARS °U" 11/2„ F-=-•H Q W - = Q � 11 I
�c WHERE 30" TO 36" PIPE IS USED
~ DOWEL ELEVATION F- F-- �, �� _� '�, H co
SEE NOTE SECTION M-M W - SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES U W = L M Ind 7 cn
y
WHERE 42" TO 54" PIPE IS USED } � N } = N J FRAME PLAN N � } n O
WHERE 30" TO 36" PIPE IS USED a V r a V r SECTION - JJ Q
RISER HT. Z MINIMUM DIMENSIONS AN GUANTITIES CONCRETE BASIN( MIN. T, H, WITH NO RISER) Z 33 R W W
VARIES t] O DIMENSIONS BOX P COVER C E CATCH BASE ON HEIGHT, CU.YDS. CONC. IN BOX DEDUCTIONS Q O 3r OT18rr Q C!A
P PA D D PA H DIMENSION F Bq S-U BA -V B S-W TOTAL TOP BOTTOM TOR.INIM. ONE PIPE 1, 1�it 1�" /2'�
MENSI S OF X AND PIPE �� � S�Brr
- - - - - - - - - - J p:.� G:.` J O (, PID E S A N WIBTH WICTH S G N H EI E F NO.R LENGTH N0.RSLENGTH NO AR LENGTH LeS. SLAB 65LAB E O _ R 3" JR
O CC
M C:.. p M = EIGHT IH C.M. R.C. _ ��
of B °+ o 12„ 3,-0,� 2' 2�, IN2-9,�G - -- - - - 0.235 H0.772 M 0.015 0.026 I,I\� - - LL = wl
M HT _
A 15" 3'-0" 2'-2" 3'-0° 0.235 0.829 0.023 0.036 rr _ 1cN O
o. A-... Lc 1 18" 3, 0„ 2' 2" 3' 3° 0 235 0 887 0 033 0 049 -�' /" 2' On Err / 0
24" T-0" 2'-2" 3'-1' 0.235 1,001 0.059 0.085 T„ 12 3/rr r
Q
0 6 rr
6" 1 T O
30" 3'_0„ 2,_2" 3'_4" 4 3„ V-2" 4'-0" 4 1'-5" 2 3'-9" 3 T-9„ 39 0.123 0.321 1.433 0.092 0.127 3�2 3'-0" �3�2 3/rr O y q�r' -
�I 36" 3'-0" 2'-2" 3'-10" 4'-9° 1'-8" 4'-0" 4 1'-11" 3 3'-9" 3 T-9" 43 0.161 0.358 1.714 0.132 0.178 _�
WHERE 42" TO 54" PIPE IS USED "I--°� ° ... .. .o . 42" 3'-0" 2'-2" 4'-5" 5'-3" 1'-5" 3'-2" 4 1'-8" 2 2'-11" 3 2'-11" 32 0.112 D.318 1.738 0.180 0.243 SECTION - KK *-� 1�srr L-� U
Ll
o `p .e 2'-11%" U
DETAIL SHOWING METHOD 48" 3'-0" 2'-2" 5'-0" 5'-9" 2'-0" 3'-2" 4 2'-3" 3 2'-11" 3 2'-11" 35 0.145 0.352 2.052 0.235 0.317 2 z
54" 3'-0" 2'-2" 5'-7" 6'-3° 2'-7" T-2" 4 2'-10" 5 2'-11" 3 2'-11' 41 0.180 0.386 2.387 0.297 0.401
OF RISER CONSTRUCTION PLAN PLAN SHEET 1 of 2 SHEET 2 OF 2 R SHEET 1 of 2 z
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT HOOD ELEVATION
840.02 840.02 SECTION - R 840.03 w
z z z
23/4 rr O} 2" WEEP HOLES GENERAL NOTES: O} �1�2" 3'-6" o Q z
DETAIL SHOWING TYPES OF GRATES 2'-113/4" aQ Y USE CLASS "B" CONCRETE THROUGHOUT. aQ 1 a
USE ACCORDING TO WATER FLOW. 1/2"� =I__ ^� z _ 1" DEPRESSION 'N 1/2 z =
B H cc O U PROVIDE ALL DROP INLETS OVER 3'-6' IN DEPTH WITH STEPS 12' H cc O U 1 5J/8 �1�$ H Q=O U
W J O H ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. W J O H , rr r rr �� I LJ LL J O
O O a-'=Z I I OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT O O S Z 1 -7% 1 -7% r rm-H F O o =z
rr rr rr n rr rr 12" CENTERS AS DIRECTED BY THE ENGINEER. CC ..
TYPE G TYPE E TYPE F A A WQZLL2 X X Lu<<L_= II I wQzw= O
= 1 7 r' H U a o - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. H U a O - - 0 _ H U O CO
�I' 9/$ I c� �G- G E , E
c� F-_~Z W I AIF S SHOWNOONESTD.CONCRETE 8400.000 IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB F-=I-Z LL N 0 co I F-=~Z I j �
U)�LL0J - -----4--- - UC~C11_0J f`I �- ` �- ----1---- --� ClJHw0J
7 rr O o U< I CONSTRUCT WITH PIPE CROWNS MATCHING. O O L7< 0 N =O o"< j ud
WATER FLOW SAG WATER FLOW F 1 9/$ Z H - - I SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. z H N O I 2-1
H
T I>-I INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. I>-I O I I>-I (n
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UUMNJ� r 0-p INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A r p r a p
1 „ Lu POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. r � II I L a
B 1/2 1 3/rr T i CHAMFER ALL EXPOSED CORNERS 1". r SECTION G-G N L® r D- W
Y DRAWING NOT TO SCALE. �� 1r 4�2 1r 4�2rr F�i m Q
- - - - - - - - - - - - - - - - - - - - - - r
1/2" 5/$„ PLAN PLAN OF FRAME L� w N
WITH GRATE & FRAME REMOVED 5 rr r- c, n
SECTION B-B 1 -7/g 1 7/g CAST IRON N o Lo
13/4" 21/" Z BRICK COPING(INCIDENTAL) W 00 o
Cl H
PLAN OF GRATING
y WATER FLOW -Y SAG WATER FLOW p O Q TOP ELEVATION O F- 1 CAST IRON O Q Q O
W
SECTION A-A w = = v STD. 840.16 FRAME v w w 0 z
C'.3 = & GRATE C3 J O �
TYPE "F" TYPE "E" TYPE "G" TYPE - E Q Z Q I 6„ A 6„ 6 e #4 BAR Q FZ-1 H Q Z o
U C4 = CL 1/8 rr /$rr 1/$rr 1/8" DC Q'
RAISED FLOW ARROW „ p r p a p CO
3 n0 = x - 1n 1rr 1rr 1rr
p %6" HIGH 2� oc o W co
RAISED FLOW ARROW 23/4" o tN Q I o OC r7 ,- „ „ o
HIGH DD _ _ a W z I a 3 33i 2 33i a LLB m
o ff �° s" 0 1�js 2 0 � �
z J M I Z W = 1/$rr 1/$rr 1/$" 1/8 n Z LL C] �/J r ; Lu
Cn H �1
=� 1/2 - @3 z DOWEL U W - - I 3/" 3/rr I I 3/" 3/rr I W 1 T
cc N SECTION H HT U J 1\
�\ n Q ce W �° SEE NOTE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE 18' Q T 3'-2" 2'-2" a Z = n
1 :N q 13i" /$ a a co SECTION X-X SECTION Y-Y a _ _ o H N L,i zcol
Q /$,r 1/2 \ 1/2"R CC LL. ( ) V 21/$" - 21/g r' c �� a Lu W � N
DIMENSIONS AND QUANTITIES FOR DROP INLET BASED ON MIN. HEIGHT, H
1/2" 13/" 1 LL O r 3 rr N N3 n N N O LLI L
r rr 4 r r, /8 DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR 3 -1 /4 2'-1 /4 f� �
2 1 13/4 2 -113/4 PIPE SPAN WIDTH MIN. HEIGHT CONC. IN BOX ONE PIPE Q n LL U
1/2" 7 1 " BOTTOM WALL PER TOTAL
Z
CONCRETE
2 IH•F $ 22 D A B H SLAB FT. HT. FOR MINIxu. C.M. R.C. �], „ , „ _ C-^)
� 1/ 7 I I`/ I - HEIGHT, H J -6 2 -6 O V 11 1 Q
t .+� 11/2rr 12" 3'-0" 2'-0" 2'-0" 0.222 0.222 0.592 0.015 0.026 LL W
13i" SECTION A A � '$rr 15" 2'-6" 0.648 0.033 0.036
49 SECTION E - E SECTION F - F z z Lu Q
18" 2'-6" 0.703 0.033 0.049
TYPE - F z 24" 3'-0" 0.814 0.059 0.085 r 1 �y
TYPE G C7 SECTION A-A SHEET 2 OF 2 30" 3'-0" 2'-0" 3'-6" 0.222 0.222 0.925 0.092 0.127 SHEET 1 of 1 SHEET 1 OF 1 U �L
840.03 840 . 14 840. 16 O U � ♦-
GENERAL NOTES 2'-0' D W T As �j
z0 SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE z0 NOTES: p r h ` O L
H CA IF SPECIFIED. H Cn INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL. 1-- >_ �+J r
USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL H} H} STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED H}
CONCENTRIC a s STATE USE OF SYSTEM ON COVER a s a Q rnrn L
USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064 DIAMETER WALL TOP/BOTTOM AREA OF STEEL a - Q THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. Q LLJ W f�
H I.E. : SEWER STORM DRAIN, ELECTRICAL H
WELDED WIRE FABRIC (WWF). CONE SECTION p Z==U ' Z CC CD U Z==U Lill J
(FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. w J O H w J o H LL J 0 H `J U UJ
FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS (IN.) (IN.) (SQ. IN.) O O a'=Z �¢ o O d S Z fig" O p w=Z z
TOP OF COVER `NL O
ACCORDANCE WITH AASHTO M199. LLI Q Z IL LLI Q Z u- w Q Z LL
ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" 4 4 6 0.12 H U O �O H U O 1" o H U O r/1
FROM THE TOP TO THE BOTTOM of THE MANHOLE. a I_ F-j A A B B a r 1rr T M a
5 5 8 0.15 H= Zw I-= ;zLu H= ZW
WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 6 6 8 0.18 U)~LL O J Cn H O - C/�H O O
LL J � LL J M
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM CD O co OQC p O Cn cr = = 0) _ 0 O Cn CC
CC
OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. Z H Z H \ \ Z 1-4
LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF O H L_ _-_-_-_-_-_- -_-I L_ - - _ _ -I 5/�g" {I ,�\ d
BOTTOM SLAB. 2'-0" r D O r Q O \ �T T 0 O
ALTERNATE CONE SECTION
GRADE RING
THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE %2" R.
THINNEST PORTION OF THE TOP/BOTTOM SLAB. v a. MIN. AREA OF STEEL
is 0.07 in.2 i2" 1�_I PLAN SIDE
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS ECCENTRIC CONE BOTTOM OF COVER
A DISTINGUISHABLE TOP AND BOTTOM. Lu 1 R. PLAN SIDE ELEVATION
6" MAX. SPACING
n. OF CIRCUM. R/F W ELEVATION N
LOCATE WALL REINFORCEMENT m PLAN OF COVER
'D' + 2 'W' IN MIDDLE THIRD OF WALL o Q 5/8"
FRAME AND GRATES STD. NO. p N (•� `�
TRAFFIC BEARING 840.37 ADDITIONAL r _ _ I = a cn � co
1" MIN. #4 REBAR O O 61.I O 7
CLR. IJ_ PLAN OF FRAME r W
NONTRAFFIC BEARING: 840.22 A O -� - 1 411/"
B40.24 p •� ""e' •• STEP STD. U (O 1'-11%2" U' u�` r 2 m W
o•' . v N0. 840.66 - 1'-0' I U N J m
B40.20 z w z v �- CAST IRON CAST IRON z o
840.29 1" MIN. USE MIN. AREA OF STEEL IN TOP As H C 0- ` 1 " H ELEVATION ELEVATION '-' W Y
840.33 � CLR. (CIRCUMFERENTIAL 2� Z H 2 -1/4 ?� G U z
SLAB OF #4'S @ 8" CTS. REINFORCEMENT) Q Q Z Q Lu m0
EACHWAY/EACH FACE *. = Q CL " n = CC
FLAT TOP SLAB n LONGITUDINAL O = 1 -113/4 3/4" f =� O Q 3 p U
ADDITIONAL #4 EACH REINFORCEMENT LJ Lo 00 7 rr N �\ - O i�srr 0 V
SIDE OF OPENING AC ADDITISIDE OF OPENINGNAL #4 (I"
RISER CC n 1 1O/$ M = W #6 BAR OR = = Q
CLEAR OF BOTTOM FACE ( :C Q Q I 1 Q I1 I
PLACE BARS DIAGONAL CLEAR OF BOTTOM FACE) Z c =N Z 1" 83/q" \ 1/4 rn GALV DR. Z
TO CORNERS (TYP.) _
W D W Q W � _ 1 rr / TYPE #1 1 „ Q �L _ rn 1/,r a N �� N
33/'=:I I I-�/2 r U) W �B" M�� W Q LL N
/ `\ FRAME & GRATE / ` %2 rr '1 I�4 'r } J } 0 z C N
SEE STD. 840.54 a _ Q a Q O
BASE Z N - O
FOR MANHOLE z 1 -105/8" _ POLYPROPYLENE Z O
I^ JL , / 7,� �\ RING AND COVER �¢ Q \ ALTERNATE Q z 1 PLAN SIDE Q ~ }
4I J /2„ PLASTIC SIDE
lid_ JL _ -II 1 '� ? "4 r� O / _ SECTION B-B O Q = ELEVATION O Q
CC I~ N - PLAN ELEVATION - OG w
11�_ JL _-I I i� � •e., •a., •,e.,• 43/rr r 1 rr�� / 1 COMPOSITE Q a
JL=�1� l �tl °�� y� / .::b' ..•'o'.::'p'•..•r.: p'•F.7-:'p'•:,.v: V� 8 2 -0/2 / MINIMUM WEIGHTS - LBS. p p
II_ _ JL _ _I I 1 S'� i USE MIN. AREA OF STEEL 2'-91/" FRAME - 180
IN BASE SLAB OF COVER 120I REINFORCING STEEL
0.12 inz PER LINEAR W H
FOOT EACH WAY CC SECTION A-A TOTAL - 300 12
' _ d ELEVATION NOTE: O z
- - #3 DEFORMED 12" DO NOT USE INCL
TYPICAL MANHOLE SECTION STEEL ROD SANITARY SEWER MANHOLES. Q O
GRATED INLET OPTION MANHOLE OPTION SHEET 1 OF 1 �Y / SHEET 1 OF 1 ELEVATION SHEET 1 OF 1 840. U TYPE #2 840.54 SECTION A-A 840.66 covJ `�
0
co
Q
z
cD
W chi
TOWN OF WINGATE C
PUBLIC ROADWAY, DRAINAGE,WATER,&SEWER
APPROVED: Sheet
SIGNATURE:
C-6. 5