SW6231107_Plansheet - Misc. Detail_20231115 (5)

drawn by DD
BACK OF CURB FRAYS GRATE AND H006 NOTES: MORTAR JOINTS L2 TOP ELEVATION " +/_ y8^ THICK. `-a checked
X SEE S 'D.O 840.03 USE CLASS "B" CONCRETE THROUGHOUT. � 0 {�
" I-+ti ■ / I.4
USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. Q EXPANSION JOINT ?- ?- reviewed
P < NOTES: H
DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY. 't}-3: - I_'E't Q 4
Y Y USE 04 BAR DOWELS AT 12' CENTERS FOR ALL PIPE SIZES, tZa C'3 U $` E 4-6 4'-6" Z I- F- •
PROVIDE ALL CATCH BASINS OVER 3'-G" IN DEPTH WITH STEPS 12" LL--I /'-� t-t t'3 W1 (FT. D 6" THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING ►Z-.C>: t? date April 2023
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66_ O O((0=Z #4 BARS "V" 6" 6' TQ. $40.03 FRAME W J o ""t Z STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33, LL_jCL
M Z
m - USE TYPE "E", "I'" AND "G" GRATES UNLESS OTHERWISE INDICATED. W Z @ SPA CET_ GRATE & HOOD Q¢ = 838.39, 838.51, 838.57, 838.63 AND 838.69. C)C�t0_
B Q'�LL= 1 11 1 W<Z u- * INSTALL PRECAST ENDWALLS WITH WINGS AND PAY Lu Q'�U. job no. 20-1035-02
USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REOUIREMENTS CC C�CD � KL
-- - B" g" = OF SECTION 840 OF THE STANDARD SPECIFICATIONS. Q I.- " F-C3ar C'3 „ FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. t�1' C3
YIN, MIN. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB of BOX, ADD TO SLAB '„ '`- � � W 1-0' 1`-0 * USE 4000 PSI CONCRETE. F=~Z
Lu
D AS SHOWN ON STO. NO. 840.00. CC LL H �„ tR{_, � * {�A- £-j
YIN, FOR 6'-O" IN HEIGHT OR LESS, USE 8" WALL. OVER S'-O" IN HEIGHT, USE G}O C7 s w CC Q - PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 LIL
tL F.4
12" WALL TO W-O" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING Z H R cCO3u R _ w Cj FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING p C{/}Cc
PLAN V C 6'-0". QUANTITES TO BE ADJUSTED ACCORDINGLY. }.H d j PLAN '� •5 0 I TO ASTM A185 WITH 2" MIN. CLEARANCE.
X CONSTRUCT WITH PIPE CROWNS MATCHING. W p m w tlt (A Co �t-t H2 I H2 * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
SEE NOTE ■ 444. ���JJJ CC CURB AND GUTTER tMTH CATCH BASIN ON STEER GRADES
SECTION X-X CHAMFER ALL EXPOSED CORNERS 1". a q-+ q-r ■ W CS/RCP OSHA STANDARD 1926.704. ■ W�
TOP ELEVATION m 00 L3 HI H1 I * PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
DRAWING NOT TO SCALE. w W TOP ELEVATION ( CONTRACTOR
05 a7 �' USE ON FLAT GRADES 2•S AND UNDER
SION INT "'� * ALL ELEMENTS PRECAST TO MEET ASTM C913.
-'- * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
FRANE. GRATE AN H TOP ELEVATION - - - - - --
i -O AS LONG AS THE SAME AREA OF STEEL I$ PROVIDED.
SEE STD.No. 840.03 STEPS - STD. N0. 840.66 * CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
g" STEPS STD- NO. 840.66 S 3•-O,. r itr
_ 3-0" DEPRESSED GUTTER LINE „ S" O.C.(TYP.)
�MIN. MIN. _ EXPANSION JOINT III-------
_ - I ( B O.C. CHART
6" REFER TO CHART � �A = o TOP ELEVATION _ PLAN OF TOP SLAB SECTION S-S -�f-r- REFER TO CHART FOR BAR SIZE W Z
_ cc FOR BAR SIZE E: THE MINIMUM BAR SIZE SHALL BE #5 BARS Y
i a A 4 ELEVATION [AlA 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION ", 03
1 o TaSEC,T1ONj-_j
- E_,.� LL 0 ELEVATION SIDE TO INCREASE THIS BAR SIZE AS NEEDEQ. d _j (!) v
_ T z NORMAL CURB AND GUTTER ON LIGHT GRADES u- LL.
�'::o
T Z H Z 30 >
SECTION Y-Y a" _ � Q LU „ 6„ 1--4 m m Z
0 t1 � 8" E #8 W" BARS #4 8AR TOP ELEVATION NORMAL GUTTER LINE � W � W � *"`i �� �MIN. < m CL EXPANSION JOINT D �4 ::)m n ENDIWALL DIMENSIONS < H a� �,YIN. ° MIN• G 6* USE ON GRADES AVER 2� 0. W2 (FT.} FT. MINIMUM MIN.IMAX. FAIN./MAX. MIN.IMAX. MIN./MAX. MIN.IMAX. W °- u' LIJLLIRTSER HT. S- . AUAL" r,A _.� T _ - - - -Ln - a PIPE OIA. BAR SIZE H1(FT.) H2{FT.} D {FT.) W1 W2 C3 L W a z Oj 10" ;X oc DC I t, =J ;~_1V Er EXPANSION JOINT 6 ' [ �- 1_0 #5 @ 8" 1.26/2.00 2.0013.75 1.2511.75 3.00/3.75 5.5016.00 40OSEE NOTE 6"YIN. . .,._ Z C.1► Z #4 saws "u" I m> V �-I w
MIN• WH£ItE3o T036 PIP£ISUSED Q F- tL $"�r--► \-DEPRESSED GUTTER LINE z �••� I 1.25 #5 @ 8" 1.2512.00 3.0013.75 1.2512.00 3.60/3.75 6.5016.75 Z = G) y��t� Q
E SECTION M-M 3,r SEE NOTE CO N ELEVATION F- r 1.50 #5 @ 8" 1.2512.00 3.0014.25 1.50/2.50 3.60/3.75 6.50/6.75 f-- ~ W _
MERE42"TO54"PIPE IS USED 0 '- SECTION R-R DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES � {� :V � " � to �•j 0�
WHERE30"TO36 PIPE IS USED �- 4-/ 2-0 #5 @ 8 1.50/2.50 4.00/4.75 1.7512.50 4.0014.25 7.50/8.25 r � *,..( it p
RISER HT c[ �. :J A-1 }- p W 1~
VARIES - E �t D 2.5 #5 0 8" 2.50/3.50 4.0016.fl0 2.00/3.00 4.50/5.54 10.00111.50 d (fj w +-` IV A•+
C,.' m MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN(BASEO ON MIN. HEIGHT, H WITH NO RISER)- m
t < DIMENSIONS OF BOX AND PIPE TOP SLAB CU.YDS. CONC. IN BOX BRICK MASONRY OEOUCTIONS B" 3.00/3.50 5.00/6.D0 2.75/5.50 5.25/5.75 11.50111.75 L7 Q `b
I PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS BARS-U BARS-V BAR$-W TOTAL ONE PIPE 1 Q H Q �'
t __ M TOTAL TOP 8DTT0Y TOTAL twlrx■saa, a�dcx TE t7 \ 6 yQ• 3.5 #5 @ 8" 3.2514.50 6.00/6.75 3.25/3.50 6.0016.75 12.00113.25 p
I• A CQr.0 NJ C-M- R.C. C= f1�`
D ' 6 C G R E F NO. LENGTH NO. LENGTH NO. LENGTH LBS. SLAB SLAB GONG. ix Na LS
t iA 12" 3'-0" 2'-2" -- -- 2'-s" -- -- -- - -- -- - - -- -- 0.281 0.281 0.863 1.164 0.020 0.042 4.0 #5 @ 8" 3.5014.54 6.50/7.00 3.25/3.50 6_5016.75 13.00/i3_25 SL CC �+
$" I q is" 3'-D" 2'-2" 3'-0'" 0.281 0.281 0.963 1.244 0.031 0.047 PLAN 4.5 #5 @ 8" 4.0015.00 6.5018.50 3.25/4.00 7.00/9.25 13.50/15.75 U-
I LL t IS- 3'-0' 2'-2" 3'-3" 0.281 0.281 1.043 1.324 0.044 0.065 „
1 i 24' $'-0" 2'-2" 3'-9" 0.281 0.281 1.204 1.485 0.078 0.121 5.0 #5 @ 8 4.5015.00 7.0018.50 3.2514.00 7.25/9.25 13.75/15.75
t r-+ _- 30•, 3'-0" 2'-2" 3:-4" 4'-3" 1•_2" 4'-4" 4 1.6" 3 4'-1" 3 4'-1" 45 0.147 0.374 0.521 1.6t16 2.217 0.122 0.184 5.5 #5 @ S" 4.5015.00 7.5018.50 3.2514.00 7.25/'9.25 14.00/15_75
WHERE 42"Tow PIPE ISUSED - 36" 3'-0" 2'-2" 3'-10" 4'-9" 1' 8" 4'-4"` 4 2'-0" 4 4`-1" 3 4'-1" 49 0.187 0.415 0.602 1.914 2.616 0.176 0.261 fi.D #5 @ 8" 4.5D/S.Qp 7.5018.5D 3.25/4.OQ 7.75/9.25 14.75/16.75
42" 3'-0" 2'-2" 4'-5" 5'-3 1' S" 3' 6" a 1'-9" 3 3'-3" 3 T-3" 38 0.135 0.373 0.508 2.152 2.660 0.240 0.371
DETAIL SHOWING METHOD 48 3'-O" 2`-2" 5'-O" 5`-9" 2`-0" 3' 6" 4 2'•B" 4 3'-3" 3 3-3' 41 0.173 0.410 0.583 2.416 2.998 0.313 0.477
SHEET 1 OF 2 54" 3'-O" 2'-2" 5'-7" 6'-3" 2' 7" 3'-6" 4 3'-0" 6 3'-3" 3 3"-3" a7 0.211 0.a4s 0.659 2.806 3.465 0.3s6 0.595 SHEET 2 OF 2 SHEET 1 OF 1 OF RISER CONSTRUCTION PLAN PLAN HE3�. F 1
1840.01 * RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT 1840.01
801
m
t0
O E GENERAL NOTES: Z
" N " " n rr rr _ H} rr H Co A CHAMFER ALL EXPOSED CORNERS 1"_ 0 Cn A
43 NOTE: USE TYPE E , F AND G GRATE a .ZQ DETAIL SHOWING TYPES OF GRATES rr ` ~¢ $"-" s" E USE CLASS "B"' CONCRETE THROUGHOUT.
UNLESS OTHERWISE NOTED. f 3 2 11�1$ rr Q -� fi-OPTIONAL MANHOLE Q Q
P� -.(� P z Cr v, USE ACCORDING TO WATER FLOW. 11/2 z z Y B" `, USE #4 BAR DOWELS AT 12" CENTERS. Z I-z
11 LL 1.r�" B W_j{-L ' �� MORTAR JOINTS It" t 1lg" THICK.
.10 C_S
B Q _ - 4 O�S,� III - - III CONCAVE TOO ALL EXPOSEO JOINTS. fl Z
_ Hwcr Q;,z = TYPE "G" TYPE 'rE'r TYPE "F" A A „� W Cr.'z u = X i'- X �"' USE FORMS TO CONSTRUCT THE BOTTOM SLAB. W Q z
2 _ ( � 2 " LL
�' - 1 Ba it < _ _t�(r -- t r{y Axe t�- - - D io IqlaxIm
t I D JI#ABO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4"sC F t i IL _ n t1 SOLID CONCRETE $LOCKS MAY BE USED IN LIEU OF CLAY BRICK. <(/)}-W O J C j H C)W LL in rc w ) ' LL FOR 8`-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN (n Fes- t?_j
SECTION - LL 15ECTION - Mel Q O �E *; Cr C?1-4 ■L - t t - a a HEIGHT USE 12" WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL LL■"/
Z *>°� -WATER FLOW ----}. SAG -•-- WATER FLOW +- 1 9fgrl z H LL 1 a o�CC
CC
A �� A ALIGN FRAME WITH INSIDE l .r L�= # t' - FOR THE REMAINING 6'-0". ADJUST DIMENSIONS AND QUANTITIES Z H
F- > ACCORDINGLY.
EDGE OF WALL TO ALLOW = Lu t1 -------- t t >
__-------- -- ---------- B rl
�} CL - ^p ----- ---� IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX IL O
FOR VERTICAL ADJUSTMENT o. 1" � � ■ a 1 „ ■ in g•• 3. ADD TO BASE AS SHOWN ON STANDARD NO. 840.00. ' ■ G us
WALL SECTION Y (, PROVIDE ALL JUNCTION BOXES OVER 3' 6" IN DEPTH WITH STEPS N
C=� �j'� #a BAR "A" 12" ON CENTERS IN ACCORDANCE WITH STD. N0. 840.66. L
SECTION - B@ L- T Z _ -_- 1 PLAN SEE STANDARD 840.54 SPACED 6"
j -- ---------'
rr ,r FOR MANHOLE COVER 8 FRAME C. TO C. ADJUST THE STEEL, CONCRETE AND BRICK MASONRY OUANTITIES
L OPTIONAL TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
B SECTION - PP SECTION - NN i- SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
11 SECTION 6-8 BRICK MAY BE USED TO HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
ADJUST FRAME & COMER
PLAN J 4"
.�
TO SURFACE ELEVATION MAX. 1' MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO
cc
Z 1�" 21�r1 Z 6" TOP ELEVATION IS 12 FEET. �
FRAME,GRATE, 8 HOOD ASS Y N - 344' ° CC � H
j i I- o G -� WATER FLOW --- SAG --- WATER FLOW -- p p C13< COUURRSES�Ir1
Err J » rr
2 __ '6 - = m SECTION A-A LL CO ' w #4 BAR x W
Z S = OUTLET PIPE �'
3'-0" Z Fes- YPE "F" TYPE "E" TYPE "G" TYPE - E Q d H o H Z = a.
< �" U ` C < A I o _ g" E OR F 1. Q ZCr
CL ♦�� ��'P
K�/ y _ ' c „ a RAISED FLOW ARROW „ p `■a INLET PIPE ,-' B + 16" SECTION 6 � o �,,•�••• �� '�'�
-K N N N 1� n 0 �` 1 // 2 ■�� g'• .-: ; 1••A �***
a oC „ �s HIGH Cr'
L M �- = ul RAISED FLOW ARROW 23`$ a CO d OUTLET ELEVATION C-C OR D-D DOWEL 0 �" ¢ o
SECTION - AA a W` a 1,s" HIGH -� (� ¢ W a SECTION X-X a v V.
If Itjr Z a 1"" Z DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES p Z Q
16 L Z < Q Z < Q SEE STANDARD 840.54 Z = H Cr
Q cc ~ ® �Sz 'Q Cr. FOR MANHOLE COVER 8 FRAME DIMENSIONS OF BOX AND PIPE REINFORCEMENT TOP SLAB CUBIC YARDS DEDUCTIONS FOR ONE Q eAY {�.
,pD �m *- 1- PIPE SPAN WIDTH HEIGHT BARS CONC. BRICK MASONRY I-
L m M uT 7n - *a N rt ram' f rt r ■ DIMENSIONS PIPE GU.YDS. -
r (/? BRICK MAY BE USED TO
J FRAME PLAN N ^s ..p � cA - Q TOP $ MIN. WALL PER i*� �' �aaaaa
ADJUST FRAME & COVER /y a• �✓!
SECTION J.1 " >_ " TO SURFACE ELEVATION MAX. V D A 8 H NO. LENGTH E F BOTTOM HEIGHT FT. HT. C.S. R.C. >- 0 _ CV
3A ite » 3 LV W 'r a�� 'Q W W 6,. CU. YD. CU. YD CU, YO. Q 4-4 ■~-! r pt# J �Yy1►!
rr -ON" 5 u a n m (fT 1,4" X S" EXP. JOINT 12'" 2'-0" 2'.0" 2'-3" 12 3`-1" 3`-4" 3'-4" 0.412 0.591 ---- 0.020 0.032 '� I=
( n 3 R r2» O _ 1 rr 1 4 Q t 15" 2'-07 2'--0 2'-6" 12 W-1° 3`-4" 3'-4" 0.412 0.657 0.263 0.031 0.047 Q� Co
r "
a �- - CC A 1 r, 1 l � fig" � � 1�"R rr CC � � 14' sr. 18" 2'-4" 2'-4" 2`•s" 1a s'.5" 3'.8" 3'.B" o_asa o.61a 0.296 0.044 0.065 �
rr " 2r.0rr Err - t�rr » - U. 2'-113srr � �• 2'-11 " � LL 24 3-D" 3'.0" T-3" 16 4'-1" 4'-4" 4'-4" D.695 1.176 0.362 0.078 0.113
�'4 6" x 301" 3'-4" 3'-4"` 3'-91' 16 4'-5" 4'-B" 4'-8" 0,807 1.481 0.395 0.122 0.170
._r � tl
31,tf 3'.011 �3W fr, 0';j'v� er -� *- r 1�-+r • -;iI _1 �r 11ff2,r !�. g" 1 " 36"" 4'-0" 4'•0" 4'.3" 20 5'•1" 5'-4" 5'-4" 1.053 1.959 0.461 0.176 0.238>[ }'Z '- III so TT ;��'B' { 1 n 42" 4`-8" 4'-8" 4`•9" 22 5'-9" 6'-0"' 6'-0. 1.333 2.503 0.527 0.240 0.323
SECTION • KK r1 1t46 1 r/ 48' 5'•4" s'.4"' 5'.3'" 26 6`-5" 6'-8" 6"-8" t.sas 2.sa0 o.5s4 0.313 4.a2z 0
2'-11 " 4 SECTION A-A 11 /8r, 6" L sa" 5'-1a" W-10" 5'-9" 26 6'-11" z'-2" 7'-2" 1.902 s.5o2 o.so9 0.396 0.535
R SECTION - RR SHEET 1 OF 2 TYPE - F SECTION A-A SHEET 2 OF 2 SECTION Y-Y 60" 6'-6" 6'-6" 6'-3" 30 ra'" 7'-10" 7'-10" 2.272 4.113 0.656 0.489 0.660 SHEET 1 OF 1
HOOD ELEVATION 8�14■/�+� TYPE G 1840.03 66" 7'.1° 7'.1" 6'•9" 32 8'-2" W-5" 8'-5" 2.624 4.778 0.708 0.591 0.798 8�4. -a ti V
V V Vrl (��321
. LO
Qd- 0d- a
12"fA
0 It 4Co N6U_
-0 LO =
GRASS MEQIk4 .�
2 1 ` q� SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE � � X /���a � (��
CONCRETE ;aLARD GENERAL NOTES., IF SPECIFIED. t-ICA O O W "'
2. F * R' •`f $ 7. Y MORTAR JOINTS 12" +/- 1/8" THICK. Q
G $TO. $aO,03 FAtly , #IRA t Ah,1 KOD p■ n L•- MM
B B. 1 �� d STATE USE OF SYSTEM ON COVER F'Q W •F-+
USE CLASS "B" CONCRETE THROUGHOUT. •I•J
I, EXF7+IaS7{I#S ,O;Nt fp:PAgSt JOINT 91 7 !I I USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB. �CC 0 (I.E.: SEWER, STORM DRAIN, ELECTRICAL) �F-Z� /�'� �y* � � C
r PS E`#L +r+ut#rlrr s USE #4 BAR DOWELS AT 12" CENTERS. LL G}tt=Z 4k W J a H Z L f V rO r i
' X DEDUCT FOR PIPES) FROM TOTAL CU_ YOS, OF BRICK MASONRY. �z t� TOP OF COVER �Cn_ • U
24 i PROVIDE ALL CATCH BASINS OVER 3`-6" IN DEPTH WITH STEPS 12" W Q Q LL m . W[[z Ll J
ON CENTER. USE STEPS WHICH COMPLY WITH STD, DRAWING 840.66, Q CD C QIm- C'.3 (pd F-C�Cr O
,A Aron vrx�. - ----+--- -- USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS F'_ Z I j A A B _}-Z i
V' rc n TO a'-c Co C7
- 8 �{'_1 s.2 11G,.,�* - � I OF SECTION 840 OF THE STANDARD SPECIFICATIONS. �LL/„H J j Gam. COto F--U.O J
-� t IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB 0�Co g= � � ` � 1 � � 0©CO CO Q
0 lreli4fi3 AS SHOWN ON STD. NO. 840.00. Z CZ * * f+
-� Z H�
fl AAVLsFOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER S'-O" IN HEIGHT, USE >
v 12" WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING C3 a. Q
PLAN �� -� ; 6'-0'. QUANTITES TO BE ADJUSTED ACCORDINGLY. ' C3 ■ Ca
- -3 y' CONSTRUCT WITH PIPE CROWNS MATCHING. �" R.
t•a "' PLAN SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES.
BOTTOM OF COVER 1/2"
Sr-,lk2- 10'.(#" WITH COPING REMOVED DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO r,
SECTION - �R TRAFFIC. 1 R. 4D A
5" •C CHAMFER ALL EXPOSED CORNERS 1". fiJ
BBB
_ DRAWING NOT TO SCALE. PLAN OF COVER
LIE - - - BRICK COPING (INCIDENTAL) cc cc
....� TOP ELEVATION
I T1tPt�ESSED G1ITTIIRI LINE � � PLAN OF FRAME O W
BTO. 840.16
EkPJ{�, 1 ,(DINT I I EISt� a'D% JOINT `" FRAME AND GRATE Q 0 >
wW °-111 " z 0 W
L=_ 5raraDAR 844.(#1 cat G•4O_D2 00 �--'- -J CL 2`-ti✓" p N
ELEVATION 54 8" A B" Z t.t
B" B @" CL
0 ~ 1'-1134" ,r ® a 2
.1"44JIyd� �!" d. CV M
A i ( ,� 1r-1Qrr W MR
`e & �` a SEE NOTE ( Q CC CC = - a
- � � I BAR Y 1" TYPE #1 �- r I F•-1/2 F`I OC
rro
. -- 4J j 334
to W W
A �1,
x i� j``• 3" MWC. PIPE THIS SIDE - 7a N 7- A� v' Lu Z
NOTE: � is � _ � ; 1'2" --� (--4 �- J _Z 0
S N • S ,� � SECTION X-X SECTION Y-Y a °C r - = ! o a O
TI-[i DETAIL I A m � Al 1'-105/8" a
MODIFIED VERSION .� � ALTERNATE < Z Z
OF N E?flT 8a:?_ti5 i 5:0� DIMENSIONS DIMENSIONS
BOX &D PIPE
QUANTITIES FOR DROP INLET(BASED 0M MIN. HEIGHT, H) 6r j�`� O SECTION B-B 0 < m A.
CUBIC YARDS CUBIC YARDS DEDUCTIONS FOR II t C_
+, PIPE SPAN WIDTH MIN. HEIGHT CONCRETE BRICK MASONRY ONE PIPE DOWEL 433t" ,2r-01/2N
' ice-' / MINIMUM WEIGHTS - LBS. scale
BOTTOM WALL PER TOTAL BRICK
R 2r_91rr 1 FRAME - 180
0 A B H SLAB FOOT HT. xIN.MASONRY FOR
N C.S. R.C.
V-6" CURB AIND GUTTER 12" 3'.0" 2'-0'" 2'.0" 0.268 0.313 0.522 0-020 0.032 ` COVER - 120 NTS
15"' 2'.3" 0.268 0.313 0.600 0.031 0.047 SECTION A-A 4 TOTAL - 300
Field Book No.
18" 2'-8" 0.268 4.313 0.678 0,044 0.465 N/A
CURB TRANSITION 21-OAT T 21- 11 24 3`-0" 0.268 0.313 0.B91 0.076 0./13
�y�f 1// ram{
30" 3'-0" 2`-O" 3'_6" 0.268 0.313 4.991 0.122 0.170 SHEET 1 OF 1 SHEET 1 OF , SHEET
NTS 840.1 5 TYPE #2 840.541 1 7 of 23