SW1210501_Plansheet - Misc. Detail_20210713

CHAIN -LINK 8' MAX. CENTER TO CENTER
FENCE 24' Tom• I WIRE OR PLASTIC TIE (TYP.)
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- _--- 10'=0" MAX.
MIN. ­ (TYP-)
(TYP.)
CHAIN LINK FENCE and CANTILEVERED GATE
MIN.
(TYP.)
CHAIN LINK FENCE WITH BARBED WIRE
UPDATED MARCH, 2017
NOT TO SCALE
UPDATED MARCH, 2017
NOT TO SCALE
EXISTING ROAD
10'
6" HUMP TO DIVERT RUNOFF
FROM EXISTING ROAD
CONCRETE
(TYP)
�,
I� �'-.� .
FILTER FABRIC
so. 141N
6" HUMP TO DIVERT RUNOFF'
FROM EXISTING ROAD g7d
(RAILROAD BALLAST)
FILM-2 F&B?IC
1,-9" , I "3" MIN.
MIN. (TYP.)
(TYP.)
NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL
BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM AN EXISTING ROAD.
2. STONE TO BE 2 - 3 INCH WASHED STONE RAILROAD BALLAST.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING
PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE
AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS
MUST BE REMOVED IMMEDIATELY.
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON
AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT BASIN.
6. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.06.
TEMPORARY CONSTRUCTION ENTRANCE
UPDATED MARCH, 2017
NOT TO SCALE
1�
4
t6" MIN.
EMBEDDED FABRIC
8" DOWN & 4" FORWARD
ALONG THE TRENCH
SECTION VIEW
SCALE: 1/2" = V-0"
2 1/2" DIA. X 72"
ALUMINUM OR
GALVANIZED POST
WIRE OR PLASTIC TIE (TYP.)
CHAIN -LINK
FENCE
33" MIN. POST FILTER FABRIC LAYERS OVERLAPPED
AND 2ND BY 6" AND FOLDED
LAYER FILTER
FABRIC 16" MIN.
1ST LAYER FILTER FLO41
FILTER FABRIC
FABRIC BACKFILL TRENCH
AND COMPACT UPSLOPE
THOROUGHLY ISTURBED AREA)
MIN;..'.\/.
TOE OF SLOPE
M g �
EXISTING
GROUND
HIV MIN
DETAIL VIEW
CONSTRUCTION SPECIFICATIONS: NOT TO SCALE
1. CHAIN -LINK FENCE SHALL BE 42 INCHES IN HEIGHT AND USE 42 INCH FABRIC AND 6 FOOT LENGTH POSTS.
2. POLES DO NOT NEED TO BE SET IN CONCRETE.
3. CHAIN LINK FENCE SHALL BE FASTENED SECURELY TO THE FENCE POSTS WITH WIRE TIES OR STAPLES.
4. FILTER CLOTH SHALL BE FASTENED SECURELY TO THE CHAIN LINK FENCE WITH TIES SPACED EVERY 24"
HORIZONTALLY AT THE TOP AND MIDDLE (VERTICAL) SECTIONS.
5. FILTER CLOTH SHALL BE EMBEDDED A MINIMUM OF 8 INCHES INTO THE GROUND.
6. WHEN TWO HORIZONTAL SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6"
AND FOLDED.
7. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY DURING PROLONGED
RAINFALL. REPAIRS SHALL BE MADE AS NECESSARY.
8. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR.
9. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS REACH APPROXIMATELY
1/3 HEIGHT OF BARRIER.
10. A MINIMUM OF 10' SHALL BE PROVIDED BETWEEN SILT FENCE AND TOE OF SLOPE FOR SEDIMENT STORAGE AND
MAINTENANCE.
je"EC SILT FENCE - SUPER
3 UPDATED OCTOBER, 2020
NOT TO SCALE NOTE: DESIGN CRITERIA - TABLE
E.& SUPER SILT FENCE DESIGN
Design Criteria CONSTRAINTS FROM 2011
MARYLAND STANDARDS AND
SPECIFICATIONS FOR SOIL
EROSSuper Silt Fence Design Constraints CONTROL
AND SEDIMENT
Table E.3: Su
p g OONTitOL (SECTION E - E8)
Average Slope Steepness
Maximum
Slope Length
Maximum
Super Silt Fence Length
Flatter than 10:1 (0 - <10%)
Unlimited
Unlimited
10:1 to 5:1 (10 - 20%)
200 feet
1,500 feet
<5:1 to 3:1 (>20 - 33%)
150 feet
1,000 feet
<3:1 to 2:1 (>33 - 50%)
100 feet
500 feet
Steeper than 2:1 (>50% )
50 feet
250 feet
BURY THE TOP END OF THE MAT IN A TRENCH 4" OR MORE
IN DEPTH. TAMP THE TRENCH FULL OF SOIL. SECURE WITH
ROW OF STAPLES, 10" SPACING, 4" DOWN FROM THE
TRENCH. OVERLAP END OF TOP STRIP 4" AND STAPLE.
W W
ALLOW 3" MIN. OVERLAP
BETWEEN PARALLEL STRIPS
OR AS SPECIFIED BY
MANUFACTURER, WHICHEVER
IS GREATER
10"
�1-1/2"
METAL STAPLE
PRESS ENDS OF MATTING 4" INTO
THE SOIL AROUND STRUCTURES
AND STAPLE SECURELY
NOTES:
1. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS.
2. SEE PLAN FOR CHANNEL DIMENSIONS.
EC� CHANNEL MATTING - SMALL DITCH
48 % UPDATED MARCH, 2017
NOT TO SCALE
3da
STANDARD HARDWARE
CLOTH - EXTEND 12"
POST BELOW GRADE
RIP RAP FACED NTH #57
WASHED STONE - 6" THK. MIN.
• X
<
GROUND
� - OPTIONAL 5' x 10' x 2' DEEP
SEDIMENT TRAP
8" EXCAVATE 8" x 12" TRENCH
UPSLOPE ALONG LINE OF POSTS.
EXTEND HARDWARE CLOTH INTO
TRENCH. BACKFILL TRENCH AND
COMPACT SOIL.
SECTION
ADDITIONAL HORIZONTAL
BRACE AT OPENING
8'-0" MAX.
4' O.C.
II
II
II II
II
U
II
U
STANDARD HARDWARE I I ATTACH HARDWARE CLOTH TO
CLOTH - EXTEND 12" 1: 11 11 POST SECURELY WITH TIES
BELOW GRADE U U U
SILT FENCE OUTLET TO BE
LOCATED AT LOW POINT IN
ELEVATION SILT FENCE OR AS SPECIFIED
NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED 3. SEDIMENT DEPOSITS SHALL BE REMOVED
IMMEDIATELY AFTER EACH RAINFALL AND AFTER EACH STORM EVENT AND WHEN
DAILY DURING PROLONGED RAINFALL. DEPOSITS REACH APPROXIMATELY 1/3
REPAIR SHALL BE MADE AS NECESSARY. HEIGHT OF BARRIER.
2. FABRIC SHALL BE REPLACED PROMPTLY 4. SILT FENCE OUTLETS SHALL BE LOCATED
IF FOUND TO BE IN DISREPAIR. AT LOW POINTS IN CONTINUOUS RUNS OF
SILT FENCE.
EC SILT FENCE - OUTLET
2 UPDATED MARCH, 2017
NOT TO SCALE
PIPE OUTLET TO FLAT AREA -
NO WELL DEFINED CHANNEL
MI
La�
INSTALL FILTER I INST
FABRIC SECTION A -A FABRIC
OR
PIPE OUTLET TO WELL-DEFINED CHANNEL
La�I
//\// \ �
INSTALL FILTER
FABRIC INSTALI
NOTES SECTION C-C FABRIC
1. La IS THE LENGTH OF THE RIPRAP APRON
2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE
MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.
4. FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
5. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.41.
RIPRAP APRON SIZING
l9t ,'
PLAN
I� Lam
7
OUTLET
PIPE DIAMETER
3 x Do
APRON LENGTH
APRON WIDTH
I RIPRAP SIZE
No.
(Do)
(La)
(W=Do+La)
05OxTHICKNESS)
PERM DITCH
0.25'
0.75'
1'
1.25'
6"
PIPE AND SWALE OUTLET PROTECTION
UPDATED MARCH, 2017
NOT TO SCALE
NOTE: SEE DETAIL EC-44 ON SHEET G-007 FOR GLASS SPECIFICATIONS.
EC PERMANENT DRAINAGE SWALE
UPDATED MARCH, 2017
NOT TO SCALE
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
\\W\111SIGNED AND DATED:
WASTEWATER TREATMENT PLANT SHEET
1111/////
.�`�°°CAR��% 07/o1/�u IMPROVEMENTS PHASE
o�°o*ESS/0000 � ; NOT TO SCALE
55 Broad Street ?°Q� 9� °� /= SIGTHIS
NED ANDDOCUMENT
SEALED INBEEN
AC ACCORDANCEDIGITALLY
CWSRF PROJECT NO. CS370930-01 MISCELLANEOUS DETAILS
SEAL o WITH THE STANDARD CERTIFICATION
o
Asheville, NC 28801 -_ -lo 50548 SO _= REQUIREMENTS FOUND IN NC OFFICE MANAGER DESIGNER
828.252.0575 - o o = ADMINISTRATIVE CODE 21-56.1103(E).-505
p %o , THIS DIGITAL SIGNATURE HAS BEEN
/Gj°o°Fj�� oo=\� ` FOUND BY THE NC BOARD OF M. CATHEY N. CROOM
_ NC Firm License # C-0459 %� 9S °°°°°°°°° P\ EXAMINERS FOR ENGINEERS AND TOWN OF WAYNESVILLE
PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
me illassociates.com //Pjjjj1M SURVEYORS TO MEET THESE
�� STANDARDS. PLEASE CONTACT THE
g HAYWOOD COUNTY NORTH CAROLINA
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY DESCRIPTION MJ CHEN T. MANNINO JUNE 2021 19.00330 CS370930-01
VALIDATING THE SIGNATURE.

2" S9.5B OR S9.5C
SURFACE COURSE
11" B25.OB OR B25.00 BASE
COURSE IN 2 LIFTS MIN.
TOOLED EDGE
2" TOOLED RADIUS 6"
MILL EXISTING ASPHALT 2" DEPTH
SAWCUT EXISTING PAVEMENT
EXISTING GROUND
FOR WIDTH SHOWN ON PLANS AND
MILL EXISTING ASPHALT 2" DEPTH TO
OVERLAY 2" TYPE SF 9.5A COMPACTED
EDGE OF GUTTER PRIOR TO OVERLAY
BITUMINOUS TACK COAT
BITUMINOUS SURFACE COURSE
•:
\/
r�\r\r
EXISTING CURB
AND GUTTER
PAVEMENT �
EXISTING
EXISTING
4000 psi CONCRETE
BITUMINOUS TACK COAT
1'-0"
2'-0" PIPE 2'-0"
11-0"
v
O.D.
BITUMINOUS TACK COAT
Z
TRENCH BACKFILL SHALL BE
rr\
COMPACTED TO 100% (PER
NCDOT DIVISION 3 SECTION
300 SPECIFICATIONS)
>/�
\ /
UNDISTURBED EARTH
NOTES:
1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE AND CLEANED OF DUST BEFORE TACK COATIS
APPLIED.
2. EDGES TO BE TACKED NTH CRS—I OR CRS—II.
3. THICKNESS OF 825.OB OR B25.00 BASE COURSE AND S9.58 OR S9.5C SURFACE COURSE SHALL MATCH EXISTING
CONDITIONS IF GREATER THAN SHOWN ON DETAILS.
4. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT MARKINGS DISTURBED OR COVERED BY OVERLAY.
TYPICAL PAVEMENT REPAIRS w/ MILLING - NCDOT ROADS
UPDATED JAN., 2020
NOT TO SCALE
1/2" EXPANSION JOINT B
F01 /2" EXPANSION
JOINT
9
" SAWCrU.T E4�E'OE
E4TIPid : JIVALt<': :. d
TOOLED JOINT` g '
Ti:.CONCRESIDEWALK,~:
z
a ,
SAWCUT EDGE OF •.; .` '� .` "TOOLED JOINT':. •.
w " EXISTINGLd
in
i
ASPHALTIC EXPANSION
JOINT ® 30' O.C. SEAL i� FINISH GRADE
WITH RUBBERIZED ASPHALT B
PLAN
BROOM FINISH SURFACE
PERPENDICULAR TO DIRECTION
OF TRAFFIC
V—SHAPED
TOOLED JOINT
1/8" TO 1/4"
JOINT SEALER 1/8" RADIUS 1.
T 1 /2" JOINT FILLER
I I
EXPANSION JOINTS ® SIDEWALK V—SHAPED
30' O.C. & ADJACENT TOOLED JOINTS SPACING
TO ALL RIGID OBJECTS AT WIDTH OF SIDEWALK
SECTION A -A
SEE PLAN FOR WIDTH
�4" CONCRETE SIDEWALK
SLOPE 1/4" PER FOOT
4" MIN. COMPACTED ABC
SECTION B-B
CONSTRUCTION NOTES:
1. SIDEWALK SHALL BE CONSTRUCTED WITH 4000 PSI CONCRETE.
2. SIDEWALK SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH
MARKS PERPENDICULAR TO THE TRAFFIC.
ST CONCRETE SIDEWALK
19 UPDATED MARCH, 2017
NOT TO SCALE
6"
4" MIN. COMPACTED ABC
COMPACTED
EXPANSION JOINTS ® 30' O.C. AND
ADJACENT TO ALL RIGID OBJECTS
ST STAND-UP CONCRETE CURB
17 UPDATED MARCH, 2017
NOT TO SCALE
C`TA Alf\ A Mf1 /1C\AI/1
SEE PLANS FOR WIDTH
I. —
ST CURB TERMINUS
40 UPDATED MARCH, 2017
NOT TO SCALE
2' (TYP)
12' ROAD
FINISH GRADE 4.-1 SLOPE
iT1P 1/2"/FT 1/4"/FT — $ 1/4"/FT
i `2" S9.5B ASPHALT
— 8" CABC
— COMPACTED SUBGRADE
SEE DETAIL ST-12
TYPICAL PAVED ROAD CROSS-SECTION
UPDATED MAY, 2018
NOT TO SCALE
6" SCH.
PIPE Fit
PAINTEC
PRIOR 1
M BOLLARD DETAIL
7 UPDATED SEPTEMBER, 2018
NOT TO SCALE
\' \� \� \� \' \� \� \�
%r%�:�/ir/.err/.err/,�/��
2" S9.5B ASPHALT
SURFACE COURSE
8" COMPACTED AGGREGATE
BASE COURSE
2'-0" SUBGRADE
(COMPACTED 100% OF STANDARD
PROCTOR IN 8" LIFTS)
FOR VARIABLE DEPTH FILL AREAS
IF NEEDED — 95% IN 8" LIFTS
(COMPACTED TO 100% OF STANDARD
PROCTOR IN 8" LIFTS)
ORIGINAL GROUND AFTER
CLEARING AND GRUBBING
STANDARD DUTY
PAVEMENT CROSS SECTION
UPDATED MARCH, 2017
NOT TO SCALE
INSET A
10 0 5 10 20
GRAPHIC SCALE DIVISION VALUE = 10 FEET \
PROPOSED BOLLARD (TYP. 26)
H
1.5' TYP
MR-s-0,0122i'll,
C
12.0' TYP
-PROPOSED PERMANENT SWALE
'WITH OUTLET PROTECTION, SEE
INNER ��:�
00SWALE REQUIRES 7—DAY
181 �
11
STABILIZATION•
UIREMENTS
• aw
��1��a�
• BONN��1
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
SIGNED AND DATED:
WASTEWATER TREATMENT PLANT SHEET
/
;�o��o Ess o�;,; o7/oi/�u IMPROVEMENTS PHASE I NOT TO SCALE
55 Broad Street ?°Q� 9� °o SIGNED ANDESEALED INBEEN
ACCOIRDANCE
GITALLY CWSRF PROJECT NO. CS370930-01 MISCELLANEOUS DETAILS
o SEAL WITH THE STANDARD CERTIFICATION
Asheville, NC 28801 -_ —Io 50548 SO _= REQUIREMENTS FOUND IN NC OFFICE MANAGER DESIGNER
828.252.0575 - _ o o = ADMINISTRATIVE CODE 21-56.1103(E).-506
0.. THIS DIGITAL SIGNATURE HAS BEEN
/Gj°ooTOWN OF WAYNESVILLE
Fj�� oo=\� ` FOUND BY THE NC BOARD OF M. CATHEY N. CROOM
NC Firm License # C-0459 %� 9S °°�°000°°° P EXAMINERS FOR ENGINEERS AND PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
mcgillassociates.com �///,//I11*1 lM SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE HAYWOO D COUNTY NORTH CARO LI NA
VALIDATING THE SIGNATURE.
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY DESCRIPTION MJ CHEN T. MANNINO JUNE 2021 19.00330 CS370930-01