SW6230702_Plansheet - 13 Misc. Detail_20240116

NOTES TO A/E; 2HLOMR24.011 MI. NOTES TO AIE-
11
1. IF THE ACCESSIBLE ROUTE FROM THE CBU(s) CONNECTS WITH A STREET OR OTHER PAVED SURFACE AT
a II- A VERTICAL CURB, A CURB RAMP SHOULD BE INSTALLED IN ACCORDANCE WITH RE-4 REQUIREMENTS.
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J THOMAS ENGINEERING, INC.
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L L J CIVIL ENGINEERING & PLANNING
NOTE:TURNING SPACE MAY BE ON
g I I PUBLIC WALKWAY IF THE WALKWAY CONFORMS TO THE SLOPE 143 Charlotte Avenue Suite 104
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I
- � I I J BROOM FINISH REQUIREMENTS(MAXIMUM 2%SLOPE). Sanford, North Carolina 27330
( ) r T IN.5.5X s BOLTS.
ANCHOR CLEAR REQUIRED 4'-0(MIN.)
VARIES 60'TYP - I I I EXPANSION BOLTS. RE [phone] phone
l www.jthomasengineering.com
I I CHAMFER EDGES IN license no. C-3389
LANDSCAPE AREAS,TOOL _
I I EDGES FLUSH WITH
FILL CONDITION I $ ADJOINING SURFACES IN r-FI 'VERI , HAMFER EDGES IN LANDSCAPE AREAS,
CUT CONDITION L J PAVED AREAS. I TOOL EDGES FLUSH WDH ADJOINING
CBU OUDJNE SLOPE SURFACE.-INCH I CBU I /_-` SURFACES IN PAVED AREAS.
PER FOOT ON ALL SIDES
FOR oRMNACE I I I o PTONAL CONNECTOR-
fLm I I �� �- MINIMUM 4'WIDE
8.0' 6.0' 6.0' 2 0.0' 6.0' 6.0' 8.01 Q BUTYL RUBBER PAD L__J g
CBI,PEDESTAL (WITH METAL PEDESTAL IN
I 'X6'THICKENED SLAB EDGE P.
MATCH AREAS
GRADE IN / (TY
MIN.55X SM MN. PAVED AREAS I I WN CONTROL JOINT CENTERED
SLOPE SURFACE.25 INCH PER FOOT I CBU I LL ON CBU FOUNDATION
5' J��MN. ON ALL SIDE$FOR CENTERS
I I 1 p
T I 4 RODS ON 1a.00 CENTERS MAXIMUM. 'DIAMETER CIRCULAR TURNING SPACE
EA War CBU MULTIPLE UNIT I I 8-0'MIN.
/-1"/FT IFT 1/4"/ -1"/FT \ EX. GROUND / oPrwruLcaAPAcr SEE DETAIL Gl-2-Oe1 L
T+},.tom_- .. GRAVEL OR CRUSHED OLD JOINT
,•,i.:'..y ,J..,•.+ STONE((OMB WHERE I I
7 / 4X 4.00 w.Lr�:.;, a:.:.- .+s,-....:r. SOLNI ROCK OCCURS).
8.00 MN. ;:.�5?`'µ"..',���R.;f.^`i' ?`"'" 8� MAX.FROST DEPTH I CBU I
CBU OUTLINE
I
LOPE SURFACE MINIMUM 1%FOR DRAINAGE,
FIRM UNDISTURBED I I MAXIMUM SCOPE SHALL NOT IXCEED 2%
/ 2* Pl SOIL OR WELL L__J
/ NOTES. COMPACTED SOIL -----SAWN CONTROL JOINT
/ BERM \ lA' SHLDR / 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI O 28 DAYS CONTAIN 4%
/ SHLDR / MIN.-8%MAX.MR ENTRAINMENT AND BE PULED WITI A 3.50-4.50 SLUMP IN
ACCORDANCE WITH ACI 301
/ (IF REQ'D FOR DITCH) ROADWAY / F R s o T c o NOTES:
3. EXPANSION BOLTS SHALL BE EDUNALENT TO THE FOLLOWING PROVIDERS: 5.0%MAX' 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF
/ (SEE DETAIL C-13 FOR PAVEMENT SECTION) RUNNING sLOPE 3,000 PSI O 28 DAYS,CONTRA 4X MIN.- 6%MAX.
a.HILTI KMK BOLT(www-hRixom)II-1/2"DIAMETER z 5-1/2' RUN MAX
/ EX. GROUND EXTEND BASE COURSE 1' OVERALL LENGTH CROSS SLOPE AIR ENTRAINMENT AND BE PLACED WITH A 3.50-4.50
�- GALVANIZED,CATALOG�:000-453-696 I SLUMP IN ACCORDANCE WITH ACI 301
BEYOND ASPHALT EOP �BW' KB II 12-512,STAINLESS STEEL CATALOG/:000-454-744 2. ACCESSIBILITY PAD TO BE LEVEL WITH CBU FOUNDATION
52 ENSURE THAT THE MIN.EMBEDMENT IN CONCRETE IS AT LEAST 3-1/2-. I 3. CONNECT ACCESSIBILITY PAD TO EXISTING PAVED
b.RW RAMSET REDHEAD TRUBOLT(.ww.rome t- dhwd.com) EXP.JOINT WTTi PEDESTRIAN SURFACE(PREFERRED)OR PUBLIC STREET.
En GALVANIZED,1/2'DIAMETER x 7 OVERALL LENGTH;CATALOG PRE-MOLDm FILLER 4. REINFORCE ALL SLABS WITH 6X6 W1.4 X W1.4 WWF
DITCH, IF REQUIRED ON PLAN ROADSIDE DITCH ENUMBER:WS-1270GNSURE THAT THE MIN.EMBEDMENT IN CONCRETE IS AT LEAST 5. PROVIDE LIGHT BROOM FlNISH PROFESSIONAL ENGINEER'S SEAL
(VEE, TYP) 4-1/8'.
o *SEE DITCH SCHEDULE ON PLAN / PROFILE C.RAWL STUD(.. .wI. .) Paved Pedestrian Surface(If available) or Public Street
SHEETS FOR DITCH DIMENSIONS AND LINER* GALVANIZED,1/z DIAMETER A 5-1/2'OVERALL LENGTH;CATALOG o
u NUMBER:7724
.� ENSURE THAT THE MIN.EMBEDMENT IN CONCRETE IS AT LEAST
H4'.
c 4 A 3 CBU CONFIURATION IS DEPICTED. A 2 OR 4 CBU CONFIGURATION MAY BE USED AS LONG
AS THEY ARE ARRANGED IN GROUPS SUCH THAT THE OVERALL DIMENSION OF THE CONCRETE
�o BASE DOES NOT EXCEED 16 FEET. a
Detail: Fac. Ch. Sect. Para. Detail in 0u CLUSTER BOX UNIT (CBU) ACCESS Fac. Ch. Sect. Para. Detail
A-13 ROADWAY TYPICAL SECTION CLUSTER BOX UNIT (CBU) INSTALLATION - MAN RING SPA PE - MU TIPLE NI"f G1 -2-0 e3
G 1 -2-0 e1 r(. ,2 ," USPS SOL Issued: 10 1,2016
SCALE: 1 = 5 CAD File: Scale: 0 1/2" USPS SOL Issued: 10 1/2016 0 -\ �l�tf�6��i-2-Da�dYYQ 1/•47� Last Revised: 7/14/2016
o /uaps/library/detaila/Cal-2-Oe1 1/2'=1'-0' Last Revised: 10�7/zo,s
11-41
- UNITED STATES STANDARD=AL LIBRARY t UNITEDSTdT ES STANDARD DETAIL LIBRARY
a Q
POSTAL SERVICE 3 �POSTdL SERVICEZ z
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* SEE PLAN FOR PROPOSED SPOT ELEVATIONS VARIES, R = 60' O
2"ASPHALT SURFACE COURSE, NCDOT TYPE S9.513
o ox�go a o o I o 0 8"CABC, NCDOT TYPE I OR II W W r
I I c`}� 30 00� ooO o �0 0 0 0
_ _000 0 0 C" 0000 0 000 _ ' O Z
VARIES, R = 45' 6.0' 6.0' 3.0' F i- - -�=1 I' -� - - -III SUBGRADE
(98%MIN.STANDARD PROCTOR,TOP 1')
W Z O
(95%MIN.STANDARD PROCTOR, BELOW TOP 1')
4.0' 6.0' I 11�- ��III Q v
FILL CONDITION J
5� CUT CONDITION z�
VARIES NOTE: 1 N Z Q
I -1 /� (SEE PLAN) EX. GROUND
1. ASPHALT,STONE,AND SUBGRADE TO BE PLACED ACCORDING TO NCDOT SPECIFICATIONS. ' U1
BERM �>** i�yPl z O Z
\ '5T7. z* ti /
(IF DITCH REQUIRED) ti SHLDR // UJ Z U O
11-41
EX. GROUND _ ROAD
DDETAIL C-13 FOR PAVEMENT SECTION)WAYSHLDR // FC- 173 ROADWAY PAVEMENT DESIGN7W Ln
(S
EXTEND BASE COURSE 1' NTS U
BEYOND ASPHALT EOP BW*� O W ,w^
DITCH, IF REQUIRED ON PLAN ROADSIDE (A Z V 1
o *SEE DITCH SCHEDULE ON PLAN / PROFILE ( n°; DITCH U J
SHEETS FOR DITCH DIMENSIONS AND LINER* W Q
W a U
2 N
FB- 173 CUL-DE-SAC TYPICAL SECTION LEVEL PORTION CONTROL SECTION a N
SCALE: 1" = 5' APPROACH
CHANNEL
FLOW 1
c
CL
NOTES:
1. SEE EROSION CONTROL PLAN FOR BASIN SCHEDULE. CONTRACTOR TO VERIFY BERM p
FINAL ELEVATIONS WITH ACTUAL FIELD CONDITIONS. REVISIONS
EMBANKMENT EMBANKMENT n
2. THE BERM AND KEY TRENCH SHALL BE CONSTRUCTED OUT OF GOOD CLAY FILL T`I
MATERIAL, FREE OF WOODY VEGETATION, ROCKS, AND OTHER OBJECTIONABLE
MATERIAL, AND COMPACTED TO 98% OF MAXIMUM DRY DENSITY(8" LIFTS). EXPANDED SHEET NOTE: 2
3. THE RISER, BARREL, DRAIN, AND TRASH RACK SHALL BE CONSTRUCTED OF METAL MESH NEITHER THE LOCATION NOR
CORRUGATED ALUMINUM PIPE, ALUMINIZED STEEL, OR REINFORCED ANTI-VORTEX ALIGNMENT OF THE CONTROL
CONCRETE. THE CONTRACTOR SHALL DESIGN THESE STRUCTURAL SECTION HAS TO COINCIDE
PLATES WITH THE CENTERLINE OF THE z
COMPONENTS. 10' PLAN DAM.
4. CONSTRUCT THE DAM HEIGHT 10% HIGHER THAN THE DESIGN HEIGHT TO TOP WIDTH Q
ALLOW FOR SETTLEMENT.
a
5. CONSTRUCT THE RISER/ BARREL AT THE SAME TIME AS THE BERM CIL
EMBANKMENT. CARE SHOULD BE TAKEN TO COMPACT WELL AROUND THE
BARREL PIPE. VALVE HANDLE FOR POND DRAIN
6. ALL CONNECTIONS SHALL BE WATERTIGHT. WATER
7. A PORTION OF THE RISER SHALL BESET INSIDE THE CONCRETE ANCHOR WHEN TOP OF BERM ELEV SURFACE J
IT IS CAST (AT LEAST 1/2 THE ANCHOR THICKNESS). THE BOTTOM OF THE BERM CONTROL SECTION
RISER SHALL BE FILLED WITH CONCRETE TO THE BARREL INVERT LEVEL. TRASH RACK FREEBOARD(1-MIN) z
E.SPILLWAY ELEV SKIMMER DEWATERING DEVICE SPILLWAY INVERT ELEV / EXIT SECTOR Ell
34 tij (SEE DETAIL E-17) MIN.2 O L= 15'
MPX FILTER DIAPHRAGM 12" TOP RISER ELEV EXTEND LINER 1'BELOW �I 22' Imo- zp
3: PLACE DOWNSTREAM OF KEY TRENCH = _ - MIN.
EARTHEN BERM - _ - SPILLWAY INVERT S
(CONCRETE SAND,2'TF ICK)
TOP OF STORAGE ELEV 100'
'7
APPROACH PROFILE ALONG CENTERLINE Q
CHANNEL 2
L=3' o
BASIN BOTTOM/BARREL INV.ELEV T`I
N
INV OUT ELEV 40 LF-24"BARREL @ 1°/D - - a - _ _ _ _ _ _ _ _ _ _ _ _ _ U
OVEREXCAVATED 1'FOR SEDIMENT STORAGE
W
ATTACH SKIMMER TO POND DRAIN AGENCY REVIEW ONLY o
a
,� ' ^
4"DIA. POND DRAIN WITH VALVE =III-III=1 - 4
'�
2 PVC DRAIN
�II�I_ O RIP RAP LINED 1 III-
(NON-PERFORATED) 4'x 4'x 1.5'THICK CONCRETE ANCHOR II,�'1=III=- Q =111r11r E
RIP RAP OUTLET PROTECTION KEY TRENCH -111 111=I=11- 0 0 III-111111 0
NCOT STD DWG 876.02 EXTEND FILTER 4'AROUND - Scale: Drawn b
(3'BELOW EX. GROUND,5'WIDE AT BOTTOM) =III„III-III-III-III=III-III-III=III=III=III III=III=III - y
ALL SIDES OF PIPE AND 2'
a�
BELOW BOTTOM OF PIPE NTS WEIR LENGTH(SEE SCHEDULE) RIP RAP OUTLET PROTECTION JRT a
NCDOT CLASS'B'RIP RAP Sheet: Designed by: o
CROSS SECTION AT CONTROL SECTION J RT E
0
Reviewed by:
D-13 TEMPORARY SEDIMENT BASIN (BASIN 01 )
NTS 13 of 21 JRT
Fff-__131 EMERGENCY SPILLWAY (FOR SEDIMENT BASIN) Project Number: Date:
NTS
22-004 01 MAY 2023