SW6210901_Plansheet - Misc. Detail_20210908

B;QK I�F :i[I)i a40luj 117-1
0E GI.Afi2t "13" CC Aii U2
MOVIDE ALL i aA3qis qvzn 61-§11 in obTI] i 31EP8 co LU �4
ON QLNIDII U11E QWEP�, MICH "ANPL.4 'al FH �' TO, URAOiii t340, 6a < DETAIL SHOWING TYPES OF GRATES >- J .
­4
<
/f0i` 40Ymm'i opyxuliA VIN37MOTION - WiNCLIT11111) NXJitj 20 Mlii 9R N4 BAR Dii AT USE ACCOHDING TO WATER FLOW
0w
-NT bl 3 111 QIREi tXl' 7HE ENr2INEER. El FA
ILL I
y y J,4 =
A LOSE FUi FM 10-r r.10INUIRLIGrID"i OF TuE floylold Uuu. 0 IL
IF SE1,41FMCED Ci ?IF E; 10 CET IN BQT7i $i OF NX, hii TO !3U�3 L'A < U_ i!rGir if FA.
-,z—TYPE 7--TYFE -E _*ry _14 "t .0i U1101i 1 0170.1 No, B-101M. PE )1FJ; A A
ti 'F' AND "Id" i 1i DIHZRA'1��E INDICATED. _71 <
LL 0 go 71— —1
USE TYPE "E",
n inn p'-q4 ip ip,,Ar aft tg,95. 1 4" WALLU AND W rTrig -0i lcii
fr -T
1IN"i IN HEI41T i d' 6ALL3 A.0 807TOU I AITJ LUIT ulh� C3
2 QUAtITITIF$ A%0001��GLY. 0 M <
Z WATER FLOW SAO WATER FLOW
PLAN CL T 3- CRAMFER ALL LUMEO CORNERS 0. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J U M U k_t
L LL1
UJ
SECTION X-X r401 ;rJ f�i
A
— — — — — — — — — — — — — — — — — — — — — —
411 ELOVATiON .11 f If 5Arr
QAUF_ GRATE MO.. HOOD
W'.r * f rrJ,_-!4. —44o.ri TiP, 71)
SECTION 8-6 CONSULTANT:
TRIANGLE SITE DESIGN, PLLC
APII L4 J 4004 BARRETT DR, STE 1011
Z
-6570
SECTION A -A
A
r
L
-0619
GA, LICENSE #P
OIL, LTypE Ili I -TYPE 'OV
SLOT10A Y-Y [e-mail]
< n
cc
93 RA -0 I$F- FLOW ARROW
KII* I 'k
HIUH 11hhhhhhhh, C A q,%
RAISED F0"N ARROW 0,A
HIGH LLI 0 lo
<
A ,
/,a�gCTIQN J -J Ir W S
A�, v U 24
01
SECTION M-M LLI 0
'ihi J1211 Tq a4" n1i 16 ;1 24
; k�l
iiii 301v TO 36" PIPE IIIS U50 hh`�-,-Fx
3� Z LU LU
VAri
�rz less
j
M M
7..
A
he
J,� JJ
D VELOPER:
CIZ3313=�
L
ii 42'o TO 64" PlFt 13 USZV Spout Springs Holdings, LLC
A
DETAI L 8140WINt MEINGO SECTION A- AtIn, Allen Jordan
OF RISER CONSTRUCTION PLAN PLAN I i Z ITYPE F1 SECTION ei 1131�zcu 2 275 South Bennett Street
840.0.2, Southern Pines, NC 28387
9 693-1700
GENERAL t4TE5 M 21
C>ca (nik [e-mail]
EXPANaION JOINTS >7 LFSE 4000 psi NINIWJ,4 =1PREaGIVE $T I- - i.
AlEi MIN. MIN. �IftjUkFEFIENYIAL.
< T, h1i I­
4" oil LSE AaTM Aii f.jSA At or -EL
EjE 00 RE-INF01101NO STEEL, RASE ASTNI 911 WMi JOPIROTT09 AFIF4k OF GT& I <
WELUEL) 'ii Fei �Whi COINE SECTION
THILAKINE88 8UB THICMEF�E P�_w N Iii CAL FT C�
f
M BARR 'I'd"
ZOUAL 51IDACF�iD GTO. 13401,03 ri�mlhhmtJ CL 1i LL _J V-11
WATE 11609 `0 0 U1. PALIRICAII`��, ASSIRADLE AND JE18ii PftEtAft'r 14AHMLE IN IN:. CL
IF 1ANG8 M rii AASH ff) f1i i 90. 00
M 7. W
U_ fr
<
hi fi.SSEAbLl� 111!3ER ANO M�AV5 1JIN69 WITH 'YrjE, f:Eps, "ArEL) 1211
4
< FA11M THE fGP TD TH- EWTIOM OF THE vAnqiJI-E. <
LU 5 Ohio Z LU
Ell C:)
LU
M� LL WHERE 'rHE, IMiliULri 15 EXPGSIED TQ RWkFJ TPAFFZ,�', QQNSMiii
R 8 0. 18 LL
W DiE IqP Q� THV 1AA%jKE Fi 'Ohii THE GROIJ90 AND A MINIMUM C�
GF 90 i 7K GnQ01) AT OTHER 1Lf)CAT113rA1Sp
PLAN >
Lo reJ to 1_� . >
�j LIL i &�I) 130rTrEA hi CATCH BASIN ON STIEREP GH.Ii VC?111 Q L
F FIL1 TO 10%9� FROV F1,1,I �JIAII� TO TOP' OF
ul El 0. "1
00TTO" 01-41 LM 0 C)
ALTERNATE GONE SECTION
TICIF
1W 1 -4 ILI'I,—\ 13'. 111 MlNi DUhhhiU THICKIliI IT' 15 THE 01.91 GF Tik
in Uis,�E i FLAT EXPANS100 J010-7 THINNEST MaTION Orr THE TOP/30i SI -MIN. AHEA OF -�IEIL
GRAIDES 2% AND, UNDER f $ 11.4JT In.
TOP AIIAf OF REINFORCEMENT V.Pff VE INE5LECTEP IF TOR GIAB RAS E0i 11�= cc
LIJ ICU
W
6" VAX. IdPAOR-11j: k-
DEYMBSEU Gurivi LLNE
_T _TTL�
A 1)137�NGUISH,;i TOP AhD 6111 L
LU 2
tj 'D, + 2 �0 LOArL WALL HEINFORGEMENT - CU
110 111 TAIRU! 0 PLAN OF TOP' SLAB SECTION G-S F AALL
C5
IFNIJOIL A.0 WAIL& :;tLr, 41A..
ELEVATION 1" Man e Jehi
hwhi GURB Afib fji UN LIdIft &AIEDES i , AA HiEld"
L TIW4 hii
CD
t
ir•I � . 2;-- <D
STEP STE11,
W
ATIFER LINE
6k . r N 4 BAR art 'EXPAN-2111i wjl)Lflf '51, IL As C:)
uAng OE MINI -AREA DF TELL TA4 TOP If
TOP 7-7--mall., 1—T ==? ( ujiciAW ERE IWT rhi
LL �_- -1 1 1, W CT-4, =
,,V,4 ELI ELEV. 0,0H i REIRFORQEMEENT)
Ust- OVER �_0'4 T
FLAT TOP SLAB co
IaT
2%.
A
1-- 4t ADMITIONAL #4 EACH 10 Ln
6,h _19NAL 04 EACH
DEPRESSED GUTrER LINE Lo
_0IT M 4 SIDE OF OPENING. C-1i" A00,11 U:)
EXNVISION �iQINT-51r< Na 6f. UT OP OP0100 (11,
94 MOIR iii Q;7 a
FA�
_.0TTi fo�Q
P
Z'
L,2 11 LU M TO CQRr0=115Tr1f j
ELEVATION 1W
W L 111-1 17-
SECTION R-H 07
q?
NORUAL t0ft2i ANO illiTTEH Or! 27FIP ii
MINILML0 111-1ALKSIONS iiRD UOMILVIU FOR MNi �i SASSN(MA-SILD 09 MIN. AEIGHF, it, ifjfH ho i
QI9114?;Ii SF BIOX AN13 PIPE
IN Eityx
0 DDIXT1 0 N 3
121 PIPE
PIPSE
5PAN
WIDTH.'
WIDTH
_Pki
Iii FE12[.1
BAPI - U
HAR -hi
SAJIN-W
fi
ri
norTi
12"
3�-W'
2.2"
U. 7�2
0.41�5
-I.i
111
D*
Z-2"
0.235
U, 152,1
18"
Sr die
2%
24"
21- 2'
0.23ri
1 'Coil
DIM, ia
0 , 15
.40"
U-U"
2'-20
'1-4"
11-2g
4'- r
J'
1 4
5
,1
:3
0. 123
Q. M
1 J31
0 4192
13" 127
36"
J'-G"
�!i 2"'
��V- 10"'
1'.. �iv
4'40
101
_2L
0 u
.12a
jlRwl
219
ij.V
911.2x
4
1
2
12'- 10
lV7­57-0"
2-2m
2..0..
3'.`.""4
21
1 ILY
5.451
3? -011
2A-215
5'-7v
21
ar-2v
'EE F510. R11U.54
b . ; . I P
<
0 = <
-JL
7-7
I'lle,
CONSTRUCTION DRAWING NOTE
I L I "N. ABEA 1OFSTEEL 7 USE hi
IN UME 3LAfJ.i This document, together with the
112 1412: pai Lli. ALL CONSTRUCTION TOBEINACCORDANCEWITHALL CJTYOFRAEFOI?D
FOOT EACH WAT ANDIORKDOTSTANDARDS AND SPEOFICATIONS. concepts and designs presented
herein, as an instrument of services, is
rvpr.^,&F MAN"ni P intended Only for the znoi nimmia
' 311fli 2 OF; 2 NKEFFF I Cr
n18fft ITA9 2VO 01-Iiii 'j'ARD'.:D OF GIONOAP-1U, PiEft FOOT I GRATED INLET OPTION MANHOLE OPTION and client for which it was prepared.
840,02 10 840. 5'
Reuse of and improper reliance on this
C'a document without written authorization
NOTE: USE. T'YFF "E"i HF`J ANO Jlrjrj GRATE and adaptation by Triangle Site Design,
Ut-ILEGS 0111C[MHE NOTED,
PLLC shall be without liability.to
Triangle Site Design, PLLC.
B CL
43" MINIMUM NOTES:
ALTERNATE WALL
LU LL_
2 f/h I= 1. EITHER SOLID BRICK, SOLID EIL . OCK, OR PRECAST CONCRETE MAY EIE USED. TABLE OF DIMENSIONS CONFIGURATION
D T A B C E L
N LU 12, 2-14, 4" 21-0' 4'-I" 2-01, 6r_i, 730
2.70P AND BOTTOM STEPS REQUIRED. 2--1
8 ECTION L L SF fif, C 15, 2 6.41 730
ECTIUN MM 5 � 'T
18, 2-112' 9" 2-3" T-10' 6.,111
ME
3. USE MINIMUM 30 P.S.I. CONCRETE MIX FOR SLABS. 1190 ILL
AILIZON F8AIli �NSIIDE > 24" 3" 10.1 2'-6' 4`-0' 6'-2' 1770
4 .
E06L Or i TO ALLUM STANDARD MANHOLE RING AND COVER 4. INSIDE DMENSION FOR 24 INCH PIPE AND GREATER USE PIPE DIAMETER 2380
FOR VERTYCAL ADJUSTMENT— 43" MIN.
PLUS 12 INCHES. 361, 4h I._x TmT 2-11" 1 0
82`
WALL IsEcriaA 42' 4-IiT V-911 F_3" 21-11" 61-61,
8'-2" 5M
5. WHERE DEPTH EXCEEDS 3 FEET, MANHOLE RING AND COVER TO BE 41, Z
_AOL�L 5" 2-41 Sh-01 4. P-011 7470
TION LOCATED OVER STEPS. 2,10.1
W 5-112" T-3, Y-61 T,6` 8'-4' 8810
60, 6" 2'-6' 51-01, 3'_3li 8h-01 8I-3" illoo B
SE PIP` NN 66' 6-1/2' 31-0. 6-0` 2'-3� a,-6, SI-T 12530 L LENGTH
LLAA CONCRETE SLAB 72- 7' 3,-0- 6-6' 13980
PLAN
A�
Z
CONCRETE SLAB DESIGNED FOR EXPECTED
0 LOAUNG
7
I GENERAL NOTES: 3:1 SLOPE
A
iCOURSE 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
VARIES
35' MIN. 2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
STANDARD iriOPENING I 16M I �J �1� IIIOF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
STEPS di
ji 11 11�� AASHTO MI 70, TABLE 2, WALL D.
g IT
ALL CONCRETE TO BE 3600 P.SJ COMPRESSIVE STRENGTH.
SECTION AA it < 16' 5'11`1
4. PROVIDE TONGUE ChR,5PIG0T JOINT AT INLET END SECTION. -SECTION Drawn
LIL 1 12 J_ STANDARD STEPS VARIABLE Checked
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
M rZ4) MINNUM 2500 P.S.I. CONCRETE Mix Dior 6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE CL Approved
J FRAME PkAN WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED Project No, 002003
SECTION JJ
< LU ON THE MANUFACTURER'S STANDARD FORMS AND TEMFLATES, Oriiftal Submittal Date, August 23,2021
q4 4 4"
o I -la i.rJ LU I
84 3000P.S.I. CONCRETE 7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
D Ttle
FMMMUM
R 310 R 4-4 PLAN 4� 4
V ir—l[ N - F_ WASHED STONE 41- rl A NE
ir
J, 21 6'MINIMUM RMINAG
I f i _04 6" LL.
-F
31 YARD INLET E I T
FLARED END SECTION
r SECTION DETAILS
�11_ NOT TO SCALE U1 �OTTO SCALE END VIEW.
SECTION - RK 1�
Sheet No.
allEET t or 2
HOOD ELrEVATION SECT1.09 RR 84:0.03 C1 .5
Il
7,r_7
,-
.7
7