SW1231201_Plansheet - Misc. Detail_20231212

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HEAVY DUTY, HS-20 RATED INLET ui
DUCTILE IRON REMOVABLE GRATE _ I _
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NOTE: _XI ENDWALL DIMENSIONS (METAL PIPE) _
6" VARIES 6" U
MIN. 3000 PSI CONCRETE
(3) No. 4 REBAR NOTE: USE NEXT LARGEST SIZE FOR CONCRETE PIPE. Q
,^II REQUIRED THROUGHOUT. _
Iv KNOCKOUT PANEL {� R� 6" _
�A CONCRETE SLAB AND —
SEE STONE BASE (SEE (TYP. EACH SIDE)
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5 STRUCTURAL FOR ii it DIAMETER W1 W2 H1 H2 D E WEIGHT BASE
I a I OF PIPE AREA
�J ,`�� ' THICKNESS AND co
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GT G. REINFORCEMENT INLET _ — — — VARIES w
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::.:.:: f,.:'.: ;:.,;.::..•'. VARIES WITH APPDRAINAGE LICATION, liRE TOP "I. 1 1 4 1 1 1 1 1, 4 U)
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e �.;... ,,. , SEE CATCH BASIN SCHEDULE q 21" 24" 3' 8" 6' 1" 1' 9" 3' 8" 1' 6" 2' 3" 2 100 9 90
c // (VERIFY a. .
� IFY TRAFFIC LOAD N.
REQUIREMENT FOR EACH TOP) _ k' — — — — — —
D 30" 4' 2" 7' 2" 2' 0" 4' 2" 1 10" 2 9" 2,850 13 50 }
a4: CONCRETE INVERT INSTALLED #.?��r -� m
/ AT A CONSTANT SLOPE >< 6..
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/ u �'� 36" 4'-8" 8'-4" 2'-4" 4'-8" 2'-2" 3'-3" 3,700 17.65 m
FROM INLET TO OUTLET I I
42"-48" 5-8" 10'-10" 3'-3" 5-8" V-11" 4'-3" 5,600 28.60 z
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.�' SOLID END PLATE � ��\� //// � JOINT SEALANT OUTLET 54"-60" 6'-10" 11'-9" 3'-6" 6'-8" 3'-4" 5-2" 7,500 36.27 U)
I: / / INTERIOR JOINTS PLASTERED
I. +:< ON DRAIN END (TYPICAL) i Y/// I WITH MORTAR 66"-72" 8'-1" 12'-0" 3'-8" 7'-7" 3'-4" 6'-2" 8,500 40.00 00
I (� - - - - - - -
ALT. END PLATE WIT °g ; ' I
84 96 9 4 12 8 4 0 9 6 3 4 7 6 10,000 44.00�� c / BOTTOM PLATE WITH CONCRETE CATCH ASIN 0-1
EXTENSION RISER; LENGTH AND D
INLET / OUTLET WHERE PVC OUTLET O
REQUIRED. (SEE PLAN) i /� WIDTH TO MATCH BASIN, HEIGHT CATCH BASIN TOP U
VARIES WITH PROPOSED GRADE (SEE SCHEDULE FOR TYPE) 1. 4000 PSI CONCRETE STANDARDLu
° (SEE CATCH BASIN SCHEDULE) JOINT SEALANT r
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o rcNO G� I ' WITH MORTAR S PLASTERED ———————— 2 TO N.C.D.O.T.BSTANDARD LL 838 01
I� _ I INTERIOR JOINT 5 I � . FOR DOUBLE PIPE ENDWALL, REFER ktLi
III0
II" It.. BASIN RISER J
Er/ UI� 6 I I PRE CAST CONCRETE CATCH BASIN;
v U�G I I LENGTH, WIDTH AND HEIGHT VARIES W. I II HEIGHT VARIES
I` BY MANUFACTURER AND APPLICATION; I'll A! (2) No. 4 REBAR U
�J SEE CATCH BASIN SCHEDULE AND KNOCKOUT PANEL d z
VERIFY WITH SUPPLIER •0 �I. v
Qf � (TYP. EACH SIDE) III. II N
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CONTRACTOR SHALL PROVIDE 6 5"-8" WALL THICKNESS I REBAR (TYP.)
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k BASEMATERIAL AND REINFORCING s i
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T II CATCH BASIN HEIGHT
1. UNDER AND AROUND DRAIN k
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APPROVED STEPS REQUIRED VARIES BY PIPE SIZE
CHANNEL AS REQUIRED BY f
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E AND MANUFACTURER
/ Q / FOR STRUCTURES OVER
S INLET
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PIPE TO BE FLUSH WITH -
11 3' 6" IN DEPTH 12" O.C.
THE DRAIN MANUFACTURER .E i
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P INSIDE WALL OF BASIN
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I AND GROUTED SMOOTH � 15' MINIMUM
P
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.: I No. 4 REBAR ® 6" O.C.
PVC ELBOW TO DIRECT
I
EACH DIRECTION
-- - UNLESS SPECIFIED
END PLATE PREFORMED TRENCH DRAIN DRAINAGE TOWARD
OTHERWISE —
CHANNEL SLOPED PER JUNCTION BOX
MANUFACTURER RECOMMENDATION, PROPOSED PIPE 3000 PSI CONCRETE TO FORM INVERT;
0.50% MIN. AND 1.0% MAX. NO PORTION OF STRUCTURE SHALL BE INVERT = BOTTOM OF PROVIDE CONSTANT SLOPE FROM ALL
REMOVED, DAMAGED OR OTHERWISE PIPE AT FLOW LINE INLETS TO OUTLET (12" OF #57 - - - - -
ALTERED EXCEPT THOSE AREAS DESIGNSECTION B STONE MAY BE REQUIRED).
DESIGNATED AS KNOCKOUT PANELS
TRENCH DRAIN CONNECTION DETAIL FOR POOR SOIL AND/OR WET CONDITIONS; RIPRAP APRON w 6- COMPACTED CABC UNDER
MODIFIED FOR THIS PROJECT CONTRACTOR SHALL CONTACT THE FILTER FABRIC PRECAST ENDWALL
NOT TO SCALE ENGINEER BEFORE PLACING BOX SIDE
ELEVATION
S D PRE-CAST CATCH BAS I N
UPDATED MARCH,2017 W1
NOT TO SCALE
EXISTING BRICK VENEER E
NOTE: iv --/\— — REBAR (TYP.)
STRUCTURES SPECIFIED TO HAVE FLAT
PROP. FINISHED GRADE JUNCTION BOX (FJB) TOP WILL BE THE
SAME TOP AS YARD INLET WITHOUT
6" CONCRETE TOP WITH THE OPEN THROAT OF THE YARD INLET 6" SOLID CONCRETE TOP;
EXISTING CONC. BLOCK WALL MANHOLE RING AND WIDTH AND LENGTH TO / \
COVER CAST IN MATCH CATCH BASIN
x
CAST IN 2 LIFTING "EYES"
NOT TO BE REMOVED
3" DIA. DRAINS 6"
UNLESS OTHERWISE NOTED
ABOVE FLOW LINE
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UNLESS NOTED OTHERWISE
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EXCAVATE, CLEAN, AND APPLY A MANHOLE RING AND COVER TO
>_ COAT OF ASPHALT BASED TAR BE EXTENDED SO THAT ITS TOP
4000 PSI CONCRETE
IS FLUSH WITH PROPOSED TYPICAL ALL TOPS
ON EXISTING WALL PRIOR TO � — —\— —/— —
< BACKFILLING AND COMPACTING
GRADE AND/OR PAVING JUNCTION BOX TOP SOLID TOP
Q CATCH BASIN SCHEDULE SYMBOL—(JB) CATCH BASIN SCHEDULE SYMBOL—(ST)
M RIM = TOP OF COVER RIM = TOP OF COVER
W2
N PROP. #57 STONE
0 6" CONCRETE TOP WITH
N COMPLETELY ENCLOSED GRATE AND FRAME CAST IN GRATES PLACED IN PEDESTRIAN CONCRETE FRONT
N WITH 4 OZ. NON—WOVEN
M
TRAFFIC AREAS TO SHALL BE GRATE AND FRAME
" ' ORIENTED WITH OPEN SLOTS ELEVATION
O GEOTEXTILE FABRIC RUNNING PERPENDICULAR TO
o ti"- 'p TRAFFIC FLOW (TYP. ALL GRATES) UNLESS NOTED OTHERWISE GRATE
PROP. 4 PERFORATED AND FRAME FOR THIS TOP TO BE
~ FOUNDATION DRAIN IN SOCK. UNLESS NOTED OTHERWISE GRATE 24"x24" ("NEENAH R-3339A") OR
CONNECT J TO STORM DRAIN AND FRAME FOR THIS TOP TO BE U.S. FOUNDRY 4190-6259 OR
a WITH SOLID PIPE 24"x24" "NEENAH R3339A" OR >:' ';".�.,. .. ':`.`:; :'':' :,;: ry . APPROVED EQUAL; VERIFY TRAFFIC
("U.S. FOUNDRY 4190-6259) OR LOAD REQUIREMENTS ON ALL GRATE REBAR (TYP.)
o APPROVED EQUAL; VERIFY TRAFFIC :':`::.::::.'.: AND FRAME ASSEMBLIES T
LOAD REQUIREMENTS ON ALL GRATE
Lu w AND FRAME ASSEMBLIES
co FLAT CATCH BASIN TOP CATCH BASIN TOP
0 CATCH BASIN SCHEDULE SYMBOL-(FCB) CATCH BASIN SCHEDULE SYMBOL-(CB)
o RIM = TOP EDGE OF GRATE RIM = TOP EDGE OF GRATE\,_ T— I
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N EXISTING FOOTING I Z/z— —I— —
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HEAVY DUTY GRATE
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INLET SHALL FRAME WITH H OD FLAT TOP WITH MANHOLE RING
AND COVER CAST IN FLUSH =I= —
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M FOUNDATION DRAIN SECTION USE PRE CAST BOX, 4" AND
`-;?'. 2" CONCRETE BLOCK, OR BRICK
z - CREATED FOR THIS PROJECT _ TO ELEVATE TOP TO ACHIEVE
NOT TO SCALE
THE DESIRED THROAT OPENING
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UNLESS NOTED OTHERWISE GRATE AND O
> FRAME ASSEMBLY FOR THIS TOP SHALL
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BE 24"06.. (..NEENAH R3233D") ORNOTES
-8" THROAT
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FOUNDRY 5181-6420 OR
U ("U.S.� ") ALL FOUR S DES UNLESS
z APPROVED EQUAL CONFORMING TO NOTED OTHERWISE 1. CONCRETE HEADWALL REINFORCEMENT PER N.C.D.O.T.
N.C.D.O.T. ROADWAY STANDARDS 840.03 STANDARD N0. 838.39 REVISION A.
fy 2. WORK MUST BE ACCOMPLISHED SO THAT WET CONCRETE
o CURB INLET TOP YARD INLET TOP DOES NOT CONTACT STREAM WATER.
CATCH BASIN SCHEDULE SYMBOL-(CI) CATCH BASIN SCHEDULE SYMBOL-(YI)
RIM=TOP OF GRATE DIRECTLY UNDER RIM=BOTTOM OF THROAT OPENING
Q
HOOD OPENING
SD REINFORCED CONCRETE ENDWALL
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SD CATCH BASIN TOP DETAILS UPDATED MARCH,2017
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N�CIgRo, BOBBY N. SETZER SHEET
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® 55 Broad Street = °�Q SEA = O `J SCO PROJECT # 19-20324-02A STORMWATER DETAILS
Asheville, NC 28801 _ !`�0�4 _ J��y OFFICE MANAGER DESIGNER
N 828.252.0575 = NC WILDLIFE RESOURCES COMMISSION
'; 6,°°F�y61NEF-Eo' O M. CATHEY N. CROOM
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NC Firm License # C-0459 F`°°°°°°°°° F,
V r c A� //�� TRANSYLVAN IA COUNTY, NORTH CAROLI NA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
mcgillassociates.com ����klllk���� / Z�
NO. DATE BY DESCRIPTION K. SEAMAN B. CATHEY OCTOBER 2023 19.00124 SCO #19-20324-02A
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PROP. STORMWATER STRUCTURE w
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Structure Top Type Shape Inner Dimension PIPE H DETAILS ON SHEET C-141) ' INFORMATION) LU
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CB-Al CATCH BASIN BOX 4'x4' DIA. A B (MIN.) '
CB-A2 CATCH BASIN BOX 4'x4' LL
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12" 2'-0" 2'-0" 2'-3" PROP. 12" PVC ROOF DRAIN TRUNK
' 15" 2'-3" 2'-3" 2'-6" LINE (SLOPE TO CREATE POSITIVE Uj
CB-A3 CATCH BASIN BOX 4'x4' DRAINAGE TOWARDS JB)
CB-A4 CATCH BASIN MANHOLE 510 18" 2'-6" 2'-6" 2'-9" / w
JB-A5 JUNCTION BOX MANHOLE 810 24" 3'-0" 3'-0" 3'-3" / w
JB-A6 JUNCTION BOX BOX 4'x4' 6" "A" 6" 30" 3'-6" 3'-6" 3'-9"
HW A JUNCTION BOX N/A N/A
36" 4'-0" 4'-0" 4'-3" }
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CB-131 CATCH BASIN BOX 4'x4' �. m
42" 4'-6" 4'-6" 4'-9"
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JB-B2 JUNCTION BOX BOX 4'x4'
48" 5'-4" 5'-4" 5'-3" PROP. WALL PENETRATION, �
CB-Cl CATCH BASIN BOX 4x4 54" 5-10" 5'-10' 5'-9' PROP. INSERT-A-TEE CONNECTION AS NECESSARY PER PLANS
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_ _ _ _ _ _ _ OF 6" PVC TO 12" PVC ROOF o
CB-C2 CATCH BASIN BOX 4'x4' 60" 6'-6" 6'-6" 6'-3" DRAIN TRUNK LINE w
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CB-C3 CATCH BASIN BOX 4'x4' m i i 66" 7'-1" 7'-1" 6'-9" ARCH. AND STRUCTURAL ARCHITECT PLAN FOR EXACT It
! ! PLANS FOR DETAIL) TYPICAL PLAN VIEW SIZE AND LOCATION) o
CB-C4 CATCH BASIN BOX 4'x4' w
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CB-05 CATCH BASIN BOX 4'x4'
HW C JUNCTION BOX N/A N/A
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JB-D1 JUNCTION BOX BOX 4'x4' I I PROP. PERIMETER WALL (SEE z
ARCH. AND STRUCTURAL
JB-D2 JUNCTION BOX BOX 4'x4' PLAN STANDARD MANHOLE COVER PROP. ROOF DOWNSPOUT (SEE I I N
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JB-D3 JUNCTION BOX BOX 4'x4' EXACT LOCATION AND SIZE) I i rn
JB-D4 JUNCTION BOX BOX 4'x4'
STANDARD MANHOLE COVER
CB-D4(B) CATCH BASIN BOX 4'x4' AND FRAME
JB-D5 JUNCTION BOX BOX 4'x4' BRICK MAY BE USED CONNECT
TO ADJUST FRAME AND DOWNSPOUT I I CB-D6 CATCH BASIN BOX 4'x4' COVER TO SURFACE TO 6" PVC PROP 12" PVC ROOF DRAIN
JB-D7 JUNCTION BOX BOX 4'x4' ELEVATION MAX. 1' TRUNK LINE TO TIE INTO
6C
°a I I '.4' STORMWATER JB PER PLAN
JB-D8 JUNCTION BOX MANHOLE 410
CB-D9 CATCH BASIN BOX 4'x4'
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JB D9(B) JUNCTION BOX MANHOLE 4' 0 � �a B 6, PROP. 6" PVC ROOF DRAIN WITH x.;. a
d FITTINGS AS REQUIRED TO CONNECT PR L (SEE JB-D10 JUNCTION BOX MANHOLE 410 a TO 12" PVC TRUNK LINE AND/ INVERT�j�j • /� PAN FOR RIM AND
MAINTAIN POSITIVE DRAINAGE/ a ' ° ° INFORMATION)
JB-D11 JUNCTION BOX BOX 4'x4' _ \' \' \\' \ '�
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CB-D11(B) CATCH BASIN BOX 4'x4' INLET PIPE -°-.--------
OUTLET PIPE
CB-D12 CATCH BASIN MANHOLE 6' - - ! i PROP. PERIMETER WALL
-!- - i FOUNDATION (SEE ARCH. \ \ \ \ '• g•
CI-D12(B) CURB INLET BOX 4'x4' — i AND STRUCTURAL PLANS) j ° ' . . ° PROP. HDPE STORM DRAIN
FES-D JUNCTION BOX N/A N/A 4A a a \� (SEE PLAN FOR SIZE AND
WP Outlet Box JUNCTION BOX BOX 4'x4' ° ° j �������������� � GRADE)
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PERIMETER WALL PENETRATIONS PER• /�\/�\/
WP Outlet HW JUNCTION BOX N/A N/A STRUCTURAL PLANS.
Z6" THICK REINF. CONC BASE ° d
NOTE: WALL MIGHT NOT
SECTION B NECESSARY. SEE S ORMWATER PENETRATION
NOTE FOR ADDITIONAL INFORMATION, PLANS FOR PVC ROUTING TYPICAL SECTION VIEW
REFER TO NC DOT STD. 840.31
co SD CONCRETE JUNCTION BOX SD ROOF DOWNSPOUT AND DRAIN DETAILS
co CREATED FOR THIS PROJECT
W 4 UPDATED MARCH, 2017 -
NOT TO SCALE NOT TO SCALE
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STORMWATER TRUNK LINE,
SEE PLANS FOR SIZE
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8"x8" OR 6"x6" TEE SEE PLAN FOR INVERT
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o FOR ELEVATIONS
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of WHERE MUD VALVES ARE CONNECTED TO STORM SYSTEM)
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N 828.252.0575 = �� �� NC WILDLIFE RESOURCES COMMISSION
6,°°FNCIN0F -o 0 M. CATHEY N. CROOM C= 142
NC Firm License # C-0459 F`°°°°°°°°° F'
N ' � T• I�P,����`// ' PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
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NO. DATE BY DESCRIPTION K. SEAMAN B. CATHEY OCTOBER 2023 19.00124 SCO #19-20324-02A

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5' 2' MIN 18' ROAD 2' MIN O
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2 1"/FT f 1/4"/FT 1/4"/FT 1-/FT r 1/2" EXPANSION JOINT B }
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JOINT 0
1.5" SF 9.5B ASPHALT Q
2.5" 119.00 ASPHALT INTERMEDIATE r ..'+ r•' _
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8" CABCLL
CORNER POST TO CONNECT
COMPACTED SUBGRADE •::; . •. ,+.:•
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PER ARCHITECTURAL PLANS STRUCTURE PER ARCHITECTURAL PLANS TOOLED JOINT` o
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LINE POST CAP EXISTING WALK
NOT TO SCALE
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WIRE TIES ® ASPHALTIC EXPANSION FINISH GRADE�� z
1j" TOP POST 15" O.C. (TYP) 6' (TYP) JOINT 030' O.C. SEAL �� O
2j" CORNER POST TENSION BAR WITH RUBBERIZED ASPHALT B U)
10'-0" MAX. (TYP.) 2' MIN 2' MIN
No.9 GAUGE WIRE5' 18' ROAD
2" MESH (TYP.) 2'7 1"/FT f 1/4"/FT f 1/4"/FT 1"/FT P LAN 0
6' (TYP) 2'1 SCOPE BROOM FINISH SURFACE U
TENSION BAR FENCE HEIGHT /\ \ \ \ \ \\\\\\ \/ PERPENDICULAR TO DIRECTION It
2j" LINE POST VARIES TO MEET OF TRAFFIC O
COVER STRUCTURE, 1.5" SF 9.5B ASPHALT w
V—SHAPED 5'
SEE PLANS WIRE TIES ® 2.5" 119.00 ASPHALT INTERMEDIATE TOOLED JOINT It
11" TOP POST 15" O.C. (TYP) 8" CABC 1/8- TO 1/4" W
2j" CORNER POST COMPACTED SUBGRADE LL
TENSION WIRE �JOINT SEALER 1/8" RADIUS " 4" CONCRETE
FOOT
FINISH GRADE o
No.9 GAUGE WIRE _ ° '.: ::. `.::'.' :....i ''.` ::•:. • 1 4 �,.:- t' R/4" PER
TYPICAL SUPERED PAVED ROAD '
2" MESH TYP.
( ) / / is a•i•' / / / z
2" CLEARANCE '�� ��\ \/��\��\��\��\��\��\��\��\ �\ — T 1 2" JOINT FILLER ° I I 1/2" ii%i%ij
� . , : : i /,/i,///\ii�./ /i//i//i//i ; �`� \/ s' (TYP) ST CROSS SECTION / I \�
/ / (TYP) / /\
j /\ /jj// +a: ' .. / TENSION BAR 2 " LINE POST 1 OB UPDATED MARCH,2017 EXPANSION JOINTS ® SIDEWALK V—SHAPED '/ / / / / / / / / / / / / / / / / y�\\� �o
/ �'—O" MIN. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \l
\ \ NOT TO SCALE 30' O.C. & ADJACENT TOOLED JOINTS SPACING rn
T1+P•) TO ALL RIGID OBJECTS AT WIDTH OF SIDEWALK
2500 PSI \% . MIN. COMPACTED ABC
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/� / �/ ON WIR CONCRETE (TYP) �- � j ... TENSI E/
\�' Xi\ X� OVERLPROPAY WIDTH TO FILLsTir�ic SECTION A-A SECTION B-B
\\ \ \ /� // / 3" MIN. //\�/��//\\/ GROUND, AND MAINTAIN SEE PLANSS�
' 'g' ° .,.. i ° .a °' •.:. EXISTING DRAINAGE PATTERNS
MIN. (TYP.)
2" CLEARANCE' d ° d �...'. .
(TYP.) .g ° f— SLOPE VARIES
(TYP)
°. a ° e 3'—D" MIN. a. \
e ee c d (TYP.) 6 ° .° Via. / / \ \ \\\ \ \ \\\\\\ \/ CONSTRUCTION NOTES:
WALL HEIGHT 1 SIDEWALK SHALL BE CONSTRUCTED NTH 4000 PSI CONCRETE
° OVERLAY 1.5" TYPE SF 9.58 COMPACTED
VARIES, ° 2500 PSI ° e ° BITUMINOUS SURFACE COURSE
SEE PLANS >"° CONCRETE (TYP) 4° a " e ';.: '°e',' ° EXISTING GROUND, 2. SIDEWALK SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH
e: a;' .e' .° '': ° ^ '.4, VARIES EXISTING PAVEMENT, DEPTH VARIES
.•.4. .•..dr .: a. d.,...:
44 EXISTING SUBGRADE MARKS PERPENDICULAR TO THE TRAFFIC.
,.° Q ° ° ° • ° ° ° ° °
M MIN.CHAIN LINK FENCE a e ° • 9" ; '(TYP.)MI"• a TYPICAL OVERLAY EXISTING PAVED
°.'.
11 UPDATED MARCH,2017 (TYP.) ST ROAD CROSS-SECTION
NOT TO SCALE OUTER RACEWAY WALL M CHAIN LINK FENCE UNDER COVER STRUCTURE ST CONCRETE SIDEWALK
11 1 OC UPDATED MARCH,2017
UPDATED MARCH, 2017 19 UPDATED MARCH, 2017
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
NOTE: ALLOW ROOM FOR GATE
OPENING PLUS COUNTER BALANCE
WHEN IN OPEN POSITION
3' 18' /F 3'OPENING ASW SHOWN ON PLANS CANTILEVER SOPE(7 WELD ALL JOINTS S " FT �1 4" FT 1 4" FT � �/FS
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SURE
0 ROLLERS 21
D WELD ALL JOINTS (TYP) FABRIC TO MATCH THAT PADLOCK HOLE \'\ ' /%/�/� /� \/. ,\/i/� /•/ /�/� / /i\/i\/
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COMPACTED SUBGRADE
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PADLOCK FOR GATE COUNTER BALANCE
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N ON OPENING SIZE)
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o TENSION BAR UPDATED MARCH,2017
NOT TO SCALE
Q4" O.D. GATE POST
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ROLLERS / //� /�/ 1 5 8" O.D. M N. `/ / / a �/
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MIN. �/ \//\ M N CENTER STOP \ /\ MIN. FINISHED GRADE
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/��/�� ��\\�//\ 2500 PSI I ,'_Q. I 3" MIN. \/� ��/��//���/\\ CONCRETE \/ /\�\ •\ a
/i//\// CONCRETE I--�—�--i /\//g — a\/ (TYP) MIN. (TYP.) (TYP.) I MIN. (TYP-)
(TYP.) (TYP.)
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U 2'—O" 8" COMPACTED
z NCDOT ABC STONE
PROVIDE CONTRACTION JOINTS AT COMPACTED SUBGRADE
ry M CHAIN LINK FENCE and CANTILEVERED GATE M CHAIN LINK FENCE and DOUBLE GATE 10' INTERVALS IN CONCRETE CURB.
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2. EDGES TO BE TACKED NTH CRS-I OR CRS-II. 0
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SHOWN ON DETAILS.
STANDARD DUTY 4. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT MARKINGS DISTURBED OR COVERED BY OVERLAY. 12"
VAN ACCESSIBLE
SIGN R7-8P C— J PARKING
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s � BOTTOM OF SIGNS o SIGN 20-37.6 AND 136-30
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UPDATED MARCH,2017
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STOP TO PAVEMENT CENTERED IN BACKGROUND - WHITE
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4�- + - - COMPLIANCE.
SHALL BE SPACED
0D APART AND 5D EDGE DISTANCE
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3/4" 2 1/2" 2 1/2" 3/4" AT 60'-0' MAX. INTERVALS GATE HINGE
1/2"0 10. OPENINGS IN THE RAILING SHALL BE GUARDED BY ASELF-CLOSING GATE
ALUMINUM (OSHA 1910.23). SAFETY CHAINS SHALL NOT BE USED UNLESS SPECIFICALLY SHOWN
ROD ON THE DRAWINGS.
SIDE-MOUNTED HAND RAIL NYLON SLEEVE 11. FINISH SHALL BE ALUMINUM ASSOCIATION M10-C22-A41 (215-R1). THE PIPE SHALL
6 PLACES)
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ALUMINUM (1) TREAD 66"-72" 8'-1" 12'-0" 3'-8" 7'-7" 3'-4" 6'-2" 8,500 40.00 p
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UNLESS SPECIFIED
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1. STAIR RISER HEIGHTS SHALL BE 7 INCHES MAXIMUM AND 4 INCHES MINIMUM. STAIR
TREAD DEPTHS SHALL BE 11 INCHES MINIMUM. o o / / / /
2. STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE
BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND
SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.375 INCH IN ANY FLIGHT OF STAIRS.
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SIDE
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W1
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BOTTOM OF ELECTRICAL
PLATFORM ENTRANCE VIA STAIRS EQUIPMENT SHALL BE A PLATFORM SUPPORTS PER
MINIMUM OF 1' ABOVE STRUCTURAL DETAILS
PROPOSED PAVEMENT
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FILLER 1/2" NOT TO SCALE
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` � "�\�� ' � TOOLED CONTRACTION JOINTS 010' O.C. EXPANSION JOINTS 030' O.C. AND
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w s" ./
ADJACENT TO ALL RIGID OBJECTS
s" MIN. COMPACTED ABC A (3) PROPOSED FLOOD PROTECTION WIDTH - VARIES,
m REMOVABLE BOLLARDS PROP. 8' WIDE 6' HIGH CHAIN SEE SCHEDULE
FACE MOUNTED SUPPORT
} 4" MIN. COMPACTED ABC
COMPACTED SUBGRADE iv (4) PROPOSED CONC. LINK GATE w/ 3 STRANDS OF SYSTEM PER MANUFACTURER,
FILLED BOLLARDS BARBED WIRE
Q ATTACHED TO PERIMETER WALL
Q SECTION A-A ELEVATION �W °
W2 I 0) e.a .e e a e' e.° e e .' a PROP TIE INTO =W
M DETAIL WITH PROPOSED PAVEMENT w EXISTING ROADWAY oN
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N F Liii T �j e < A. °.A A ° .e e 4 A a A ~w o 0
e a c-w FLOOD PLANK HEIGHT
I-`'N PER MANUFACTURER INSIDE OF
o PROPOSED PAVEMENT 1�_6. A ELEVATION 5`a s 5' a
w REPLACEMENT 1/2" RAD. r GUTTER d e' e, a Q e°. d u 0> A A PERIMETER WALL
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I- 1'-0" SURFACE a 0
Q JOINT
p SAW CUT EXISTING s" FINISH GRADE SEALER 1/8" 1/8" RAD. 1/8" • • • L I
ASPHALT 2" RAD.
O EXISTING JOINT 5' RAD. a' " A a A A a s 5' RAD.
a ASPHALT \� SEALER a a a El SECTION A-A
U' , =D REBAR (TYP.) ea ' e' e°' a e . e. d p /<..'. :. •� 1/8" RAD.
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A . FLOOD PLANK
—3/8" FLOOD PLANK SYSTEM
WITH SEALS
SUPPORT SYSTEM
a�6 PROPOSED ATTACHED TO WALL
w o \\/ JOINT " PER MANUFACTURER
p / CONC. PAD QUANTITY
/ FILLER 1/2" a' FLOOD PROTECTION FLOOD PROTECTION
U o o �`� /j HEIGHT,FT WIDTH,FT
U r�. 7' /\/ /\�/\/ /��. � /\,\ TOOLED CONTRACTION JOINTS ® 10' O.C. — � —l— � — s'-s" a,_o„ z INTERMEDIATE SUPPORTS PER
EXPANSION JOINTS 030' O.C. AND �/z � PROP. 6' HIGH CHAIN LINK MANUFACTURER, AS NECESSARY.
v �'� \' j A ADJACENT TO ALL RIGID OBJECTS v 4'-0" 4'-0" 1
c� 6" MIN. COMPACTED ABC FENCE w 3 STANDS OF
0 4" MIN. COMPACTED ABC � m � —I— � � / 6'-6" 16'-0" 1
— 1 BARBED WIRE
� 177
COMPACTED SUBGRADE —
=l= _ _ — M LIQUID OXYGENATION EQUIPMENT PAD DETAIL M FLOOD BARRIERS
w SECTION A-A ELEVATION — _ _
CREATED FOR THIS PROJECT CREATED FOR THIS PROJECT
U NOT TO SCALE NOT TO SCALE
g DETAIL WITH EXISTING PAVEMENT PLAN
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U NOTES:
U CONSTRUCTION NOTES:
U 1. CONCRETE HEADWALL REINFORCEMENT PER N.C.D.O.T.
z� 1. CURB SHALL BE CONSTRUCTED WITH 4000 psi CONCRETE. STANDARD NO. 838.39 REVISION A.
in `0 2. SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH 2. WORK MUST BE ACCOMPLISHED SO THAT WET CONCRETE
p I MARKS PARALLEL TO THE CURB. DOES NOT CONTACT STREAM WATER.
w 3. FILL AND SEAL THE TOP 1/2" OF EXPANSION JOINTS AND TOP 1"
_ OF CONTRACTION JOINTS WITH APPROVED JOINT SEALING COMPOUND.
1- `O 4. REFERENCE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
Q STRUCTURES, SECTION 846-3.
6" SD REINFORCED CONCRETE ENDWALL
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5
ARCH, 2017
UPDATED M
CONCRETE CURB & GUTTER (1 -6") 9 NOT TO SCALE
of 15 UPDATED MARCH,2017
W NOT TO SCALE
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N��IgRo, BOBBY N. SETZER SHEET
`=°°�oFESS/py9°° STATE FISH HATCHERY RENOVATION NOT TO SCALE
� ® 55 Broad Street = °Q SEA = O SCO PROJECT # 19-20324-02A MISCELLANEOUS DETAILS
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Asheville, NC 28801 _ �34 J��y OFFICE MANAGER DESIGNER
N 828.252.0575 = �� �� NC WILDLIFE RESOURCES COMMISSION
6,°°FNCINEF-�' 0 M. CATHEY N. CROOM C= 1 53
NC Firm License # C-0459 F`°°°° ° F,
''/N T, P-\`N `� PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
mcgillassociates.com '''���„I�,,,��``/i�/z3 TRANSYLVANIA COUNTY NORTH CAROLINA
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NO. DATE BY DESCRIPTION K. SEAMAN B. CATHEY OCTOBER 2023 19.00124 SCO #19-20324-02A