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Date Issued: JANUARY 6, 2020
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OVERALL SITE PLAN
Sheet Title
CONSTRUCTION DOCUMENTS
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WHN ARCHITECTS hereby reserves their common law copyright
and other property rights in these plans, ideas and designs.
These plans, ideas and designs are not to be reproduced,
changed or copied in any form or manner whatsoever, nor are
they to be assigned to any third party without first obtaining
the express written permission from WHN ARCHITECTS. Written
dimensions on these drawings shall have precedence over scaled
dimensions. Contractors shall verify and be responsible for all
dimensions and conditions on the job and WHN ARCHITECTS
must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

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NORTH CARflLIN I
City of Shelby
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300 S. Washingtoo� Su of
Shelby. NC 28lSO • I, .
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Date Issued: JANUARY 6, 2020
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INITIAL EROSION CONTROL PLAN
Sheet Title
CONSTRUCTION DOCUMENTS
C-109
WHN ARCHITECTS hereby reserves their common law copyright
and other property rights in these plans, ideas and designs.
These plans, ideas and designs are not to be reproduced,
changed or copied in any form or manner whatsoever, nor are
they to be assigned to any third party without first obtaining
the express written permission from WHN ARCHITECTS. Written
dimensions on these drawings shall have precedence over scaled
dimensions. Contractors shall verify and be responsible for all
dimensions and conditions on the job and WHN ARCHITECTS
must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

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60 0 30 60 120 55 Broad Street
Asheville, NC 28801
x ' 828.252.0575
NC Firm License # C-0459
GRAPHIC SCALE DIVISION VALUE = 60 FEET mcgillassociates.com
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NORTH CARflLIN
City of Shelby
City Hall _ .�
300 S. Washingkin Smlxt
Shelby. NC 291 SO .I
Phone: 704-484-f 80t)
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Project No. 19184
Date Issued: JANUARY 6, 2020
Revisions:
1. 01/17/20 - ADDENDUM #1
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INTERMEDIATE EROSION
CONTROL PLAN
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CONSTRUCTION DOCUMENTS
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WHN ARCHITECTS hereby reserves their common law copyright
and other property rights in these plans, ideas and designs.
These plans, ideas and designs are not to be reproduced,
changed or copied in any form or manner whatsoever, nor are
they to be assigned to any third party without first obtaining
the express written permission from WHN ARCHITECTS. Written
dimensions on these drawings shall have precedence over scaled
dimensions. Contractors shall verify and be responsible for all
dimensions and conditions on the job and WHN ARCHITECTS
must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

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NORTH CAROLIN
City of Shel
City Hall _
300 S. Washingto Suvo
Shelby. NC 28 l SO • ''
Phone: 704-484-f 80t)
Fax: [phone]
Owner
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Project No. 19184
Date Issued: JANUARY 6, 2020
Revisions:
1. 01/17/20 - ADDENDUM #1
2.
3.
4.
5.
6.
Wk
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FINAL EROSION CONTROL PLAN
Sheet Title
CONSTRUCTION DOCUMENTS
C-111
WHN ARCHITECTS hereby reserves their common law copyright
and other property rights in these plans, ideas and designs.
These plans, ideas and designs are not to be reproduced,
changed or copied in any form or manner whatsoever, nor are
they to be assigned to any third party without first obtaining
the express written permission from WHN ARCHITECTS. Written
dimensions on these drawings shall have precedence over scaled
dimensions. Contractors shall verify and be responsible for all
dimensions and conditions on the job and WHN ARCHITECTS
must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

2' WOODEN STAKES. MINIMUM
OF 4 DOWNSTREAM STAKES
AND 2 UPSTREAM STAKES
INSTALL MATTING IN DITCH UNDER WATTLE.
MIN. 6' UPSTREAM AND 2' DOWNSTREAM
MATTING SHALL BE: NORTH AMERICAN GREEN
C125, AMERICAN EXCELSIOR EROSION CONTROL
BLANKET OR EQUAL. SEE OTHER DETAILS FOR
MATTING.
WATTLE SECTION
INSTALL MATTING IN DITCH UNDER WATTLE.
MIN. 6' UPSTREAM AND 2' DOWNSTREAM.
SEE OTHER DETAILS FOR MATTING.
J�.
COIR FIBER WATTLE,
MIN. 12" DIA.
2'X2"X2" WOODEN STAKES
W/ MIN. OF 4 DOWNSTREAM
STAKES AND 2 UPSTREAM
STAKES ANGLED TO HOLD
COIR LOG IN PLACE
�O(TYP)
STAKE DETAILS
MINIMUM OF 2 UPSTREAM
STAKES EVENLY SPACED
BETWEEN DOWNSTREAM STAKES
.O�i'��i�i�i�i �•�i�i�i�i�i�i�i�i�i�i��0i�i�i�i�i�i�i�i�i�•' �• •
iii•4•i_V_X 'Mo
. ,..., ::�%:•:::•A:
2' MIN. {
ECG TEMPORARY DIVERSION DITCH
4 NOT TO SCALE
NOTES:
1. PLACE SLOPE DRAINS ON UNDISTURBED
SOIL OR WELL COMPACTED FILL AT 200'
INTERVALS ALONG NEW FILL SLOPE
DURING CONSTRUCTION.
SECURE
TEEPEE"
PIPE TO SLOPE USING
STAKING OR OTHER
2. SLIGHTLY SLOPE SECTION OF PIPE UNDER
APPROVED METHOD
THE DIVERSION DIKE TOWARD OUTLET.
3. ENSURE THAT ALL SLOPE DRAIN
CONNECTIONS ARE WATERTIGHT.
4. INSPECT AFTER EVERY RAINFALL AND
CORRUGATED PIPE DIAMETER
MAKE NECESSARY REPAIRS.
AND FOOTAGE AS SHOWN
ON PLANS
5. REFERENCE NCDEQ LAND QUALITY
SECTION DESIGN MANUAL: 6.32.
SECTION AA
BERM B TEMPORARY FILL
OVER TEE
18"x 18"x 18" TEE
TOP OF HAND -COMPACTED
i
FILL (ISLAND)
I
1' MIN. 4' MI
INLET
1. 5' MIN. /•' „
SWALE TO INLET
---- `�� -- -
B
SECTION B-B
PLAN VIEW
T-SECTION
DIVERSION CHANNEL
NATURAL GROUND
TEMPORARY FILL
4' OVER TEE
BERM
18" HOPE PIPE
MIN.
.� 18" MIN
A
SURFACE PIPE NON -PERFORATED
//\//
CORRUGATED PLASTIC PIPE(S)
//\\//\///.
. ....
EXTEND PIPE TO THE END OF
TEE
EACH DAYS FILL WORK. SECURE
PIPE TO SLOPE (SEE SEC. A -A)
\\��/
\�/�
INLET
/
18" MINI -1 MIN.
\\ /A
} `'` 1� 4' --1�GUMF'ACILU SUIL FILL
MIN.
CLASS B RIPRAP (LEVEL SECTION)
OUTLET
EC TEMPORARY SLOPE DRAIN
\ 12 J NOT TO SCALE
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT
STANDARD HARDWARE STEEL POST
CLOTH - EXTEND 12"
POST BELOW GRADE
RIP RAP FACED WITH #57 ��-
WASHED STONE - 6" THK. MIN.°R
r�
• FT MAX SPACING WITH
E
� WIRE SUPPORT FENCE
6 FT MAX SPACING WITHOUT NOTE: DO NOT
12� / WIRE SUPPORT FENCE ATTACH FABRIC
\ / TO EXISTING
TREES.
\ � - - J � OP TI ON AL 5' x 10' x 2' DEEP
SEDIMENT TRAP PONDING HT. PONDING HT.
8„ EXCAVATE 8" x 12" TRENCH FEHIGH MAX �O0
UPSLOPE ALONG LINE OF POSTS.
EXTEND HARDWARE CLOTH INTO RUNOFF -RUNOFF
TRENCH. BACKFILL TRENCH AND (R#li ff1 D
COMPACT SOIL.
SECTION 18- MIN. C7Rg 12- MIN. '
KFlLLM�gp GRAVEL
ADDITIONAL HORIZONTAL
BRACE AT OPENING STANDARD DETAIL ALTERNATE DETAIL
TRENCH WITH NATIVE BACKFILL TRENCH WiTH GRAVEL
8'-0" MAX.
REVISIONS
4' O.C. DATE DESCRIPTION
II
II
II
II
II
U
it
II
u
I
STANDARD HARDWARE i I i ATTACH HARDWARE CLOTH TO
CLOTH - EXTEND 12" i i i i i i 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.
KE_d SILT FENCE -OUTLET
2 NOT TO SCALE
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 10"
TRENCH. OVERLAP END OF TOP STRIP 4" AND STAPLE.
WW'�•Y �' •' W METAL STAPLE
W W
WW •
�V'��• METAL STAPLES
MATTING SHALL BE: NORTH
00
I/
AMERICAN GREEN S75 OR
APPROVED EQUAL.
�.G
ALLOW 3" MIN. OVERLAP
BETWEEN PARALLEL STRIPS
OR AS SPECIFIED BY
MANUFACTURER, WHICHEVER
IS GREATER
NOTES:
1. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS.
2. WATTLE DITCH PROTECTION TO BE INSTALLED EVERY 50 LF PER DETAIL EC 23.
TEMPORARY DIVERSION DITCH
EC EROSION CONTROL MATTING
8 NOT TO SCALE
SEDIMENT STORAGE
"ZOW
FLOOD STORAGE
0
`` PLAN VIEW
STABILIZED GROUND
RIP -RAP HEADWALL 1' MIN.
SECTION VIEW
EC PIPE INLET PROTECTION
_18.) NOT TO SCALE
56" 0 MAX.
PLAN SYMBOL
CITY OF SHELBY
STANDARDS
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION THAT WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -
OF -WAY. THIS MAY REQUIRE TOP DRESSING,
REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE
ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP
OR SEDIMENT BASIN.
CONSTRUCTION SPECIFICATIONS
1. Clear the entrance and exit area of all vegetation,
roots, and other objectionable material and properly
grade it.
2. Place the gravel to the specific grade and
dimensions shown on the plans, and smooth it.
3. Provide drainage to carry water to the sediment
trap.
CONSTRUCTION SPECIFICATIONS
1. Place two concrete blocks on their sides perpendicular to
the curb at either end of the inlet opening. These will serve
as space blocks.
2. Place concrete blocks on their sides across the front of
the inlet and abutting the spacer blocks. The openings in
the blocks should face outward, not upward.
3. Cut a 2- by 4-inch stud the length of the curb inlet plus
the width of the two spacer blocks. Place the stud through
the outer hole of each spacer block to help keep the front
blocks in place.
4. Place wire mesh over the outside vertical face (open ends)
of the concrete blocks to prevent stone from being washed
through the blocks. Use chicken wire, hardwire cloth with
1/2 inch openings, or filter fabric.
5. Place 3/4 inch to 1-1/3 inch gravel against the wire to
the top of the barrier.
• • `f I:f
V
CONSTRUCTION SPECIFICATIONS
CONSTRUCTION MATERIAL
1. Use synthetic filter fabric or pervious sheet of
polypropylene, nylon, polyester, or polyethylene yarn,
which is certified by the manufacturer or supplier as
having a minimum filtering efficiency of 857, tensile
strength of 30 Ib/in (standard) or 50 lb/in (extra
strength) at 20% elongation, and a slurry flow rate
of 0.3 gal/sq ft. Synthetic fabric should contain ultra-
violet ray inhibitors and stabilizers to provide min. 6
months expected usable life at 0-120 deg. F.
2. Ensure that posts are 1.33 Ib/ft steel with a minimum
length of 4 feet.
3. Use min. 14 gauge wire fence with max mesh
spacing of 6".
CONSTRUCTION
1. Ensure height of fence does not exceed 18" above
ground surface.
2. Construct fabric from continuous roll cut to length
of barrier to avoid joints. When joints are necessary,
securely fasten the filter cloth only at a support
post with overlap to the next post.
3. Support standard strength fabric with wire mesh
fastened securely to upslope side of posts using
heavy duty wire staples at least 1" long. Extend wire
mesh to bottom of trench.
NOTE:
1. INSPECT AND REPAIR FENCE AFTER EACH
STORM EVENT AND REMOVE SEDIMENT WHEN
NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF -SITE AND CAN BE PERMANENTLY
STABILIZED.
3. FILTER FABRIC SHALL BE REPLACED WHEN IT
HAS DETERIORATED TO SUCH EXTENT THAT IT
REDUCES THE EFFECTIVENESS OF THE SILT FENCE.
EFFECTIVENESS OF THE SILT FENCE.
STANDARD TEMMRARY STD. N 0.
SILT FENCE DETAIL 2.01
TEMPORARY CONSTRUCTION ENTRANCE STD. NO.
2.05
BACK OF SIDEWALK A CATCH BASIN
2X4 WOOD STUD
BACK OF CURB CONCRETE BLOCK
-CURB INLET
WIRE SCREEN OR
FILTER FABRIC A CONCRETE BLOCK
3/4' DRAIN aRAVEL PLAN V1E1►
PDNDING HEICHT
CONCRETE BLOCK
OVERFLOW
0 CURB INLET
WIRE SCREEN OR
FILTER FABRIC CATCH BASIN
2X4 WOOD STUD
SECTION A - A
NOTES:
1. USE BLOCK AND GRAVEL TYPE SEDIMENT
BARRIER WHEN CURB INLET IS LOCATED IN
GENTLY SLOPING STREET SEGMENT, WHERE
WATER CAN POND AND ALLOW SEDIMENT TO
SEPARATE FROM RUNOFF.
2. BARRIER SHALL ALLOW FOR OVERFLOW
FROM SEVERE STORM EVENT,
3. INSPECT BARRIERS AND REMOVE SEDIMENT
AFTER EACH STORM EVENT. SEDIMENT AND
GRAVEL MUST BE REMOVED FROM THE
TRAVELED WAY IMMEDIATELY.
C•0l9 it 1a:il�` V0)1ul'rl.rri�IINIV
STD. NO.
2.03
12"
(15cm)
2"-5"
(5cm712.5cm)
6"
(15cm)
INSTALL 19GA
HARDWARE CLOTH
AND STONE
NC DOT #5 OR #57
WASHED STONE
x
-4' MAX.
QS
55 Broad Street
�C' Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
m cg i l l asso ci ates. co m
PLAN
19 GA. HARDWARE 5' LONG HEAVY DUTY STEEL
CLOTH WITH XV MESH T-POSTS SET 24" MIN. INTO
OPENINGS GROUND (MAX. 4' SPACING)
N0. 57 WASHED STONE
2 EXCAVATED AREA
24" 1 FOR SEDIMENT
16" GROUND STORAGE
.\ \ �• \ 1 F \1 77
�\ 18„
OPENINGO
/ CATCH BASIN • / 5't �I
32"
FILTER FABRIC ..
NOTES:
1. ATTACH HARDWARE TO OUTSIDE OF FENCE POSTS WITH
APPROVED FASTENERS.
2. FILTERS SHALL BE INSPECTED WEEKLY AND AFTER EVERY RAIN
AND REPAIRED AS REQUIRED.
3. SEDIMENT SHALL BE REMOVED AFTER DEPOSITS REACH HEIGHT
OF BARRIER.
4. STEEL POSTS SHALL BE MINIMUM 1:25 POUND PER L.F.
5. REF: NCDEQ 6.51a.
�_EC INLET PROTECTION
14 NOT TO SCALE
MATTING SHALL BE: NORTH AMERICAN
GREEN S75 ON ALL TEMPORARY
DIVERSION BERMS
;-
C1
1 3
NOTES:
1. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS.
2. 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.
TEMPORARY DIVERSION BERM
NOT TO SCALE
NOTES:
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION
CONTROL PRODUCTS (RECP'S), INCLUDING ANY NECESSARY
APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE
RECP'S IN A 6" DEEP X 6" WIDE TRENCH WITH
APPROXIMATELY 12" OF RECP'S EXTENDED BEYOND THE
UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S
WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"
APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND
COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO
COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF
RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE
RECP'S OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" APART
ACROSS THE WIDTH OF THE RECP'S.
3. ROLL THE RECP'S DOWN OR HORIZONTALLY ACROSS THE
SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL RECP'S MUST BE
SECURELY FASTENED TO SOIL SURFACE BY PLACING AND
SPACING STAPLES/STAKES IN APPROPRIATE LOCATIONS PER
MANUFACTURER RECOMMENDATIONS.
4. THE EDGES OF PARALLEL RECP'S MUST BE STAPLED WITH
APPROXIMATELY 2"-5" OVERLAP DEPENDING ON RECP'S
TYPE.
5. CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE
PLACED END OVER END (SHINGLE STYLE) WITH AN
APPROXIMATE 3" OVERLAP. STAPLE THROUGH OVERLAPPED
AREA, APPROXIMATELY 12" APART ACROSS ENTIRE RECP'S
WIDTH.
6. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE
LENGTHS GREATER THAN 6" MAY BE NECESSARY TO
PROPERLY SECURE THE RECP'S.
7. INSTALLATION OF MATTING SHALL CONFORM TO
MANUFACTURER'S REQUIREMENTS.
8. SEE GRADING PLAN FOR LOCATIONS OF CUT AND FILL
SLOPES.
9. MATTING SHALL BE : NORTH AMERICAN GREEN S75,
AMERICAN EXCELSIOR EROSION CONTROL BLANKET, OR EQUAL.
INSTALL ON ALL
DISTURBED SLOPES (CHOSEN PRODUCT MUST BE RATED
FOR SLOPES OF 2:1 OR 1: 1). SEE PLAN FOR PRODUCT TYPE
THAT MAY BE SPECIFIED
10. ALLOW 3" MIN. OVERLAP BETWEEN PARALLEL STRIPS.
11. BURY THE TOP OF THE MAT IN A TRENCH 4" OR MORE IN
DEPTH. TAMP THE TRENCH FULL SOIL. SECURE WITH ROW
OF STAPLES, 10" SPACING, 4" DOWN FROM THE TRENCH.
OVERLAP END OF TOP STRIP 4" AND STAPLE.
\ EROSION
CONTROL
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Project No. 19184
Date Issued: JANUARY 6, 2020
Revisions:
1.
2.
3.
4.
5.
6.
MISCELLANEOUS DETAILS
Sheet Title
CONSTRUCTION DOCUMENTS
C-501
WHN ARCHITECTS hereby reserves their common law copyright
and other property rights in these plans, ideas and designs.
These plans, ideas and designs are not to be reproduced,
changed or copied in any form or manner whatsoever, nor are
they to be assigned to any third party without first obtaining
the express written permission from MIN ARCHITECTS. Written
dimensions on these drawings shall have precedence over scaled
dimensions. Contractors shall verify and be responsible for all
dimensions and conditions on the job and WHN ARCHITECTS
must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

NO WELL DEFINED CHANNEL PIPE OUTLET TO FLAT AREA- PIPE OUTLET TO WELL-DEFINED CHANNEL NOTES: 9 GAUGE HIGH STRENGTH TENSION WIRE 00 O x E
1. INLET ZONE (A) SHOULD HAVE 25% OF SURFACE STRAND - SECURE TO EACH POST t j N Q O
d AREA. FIRST CELL (B) SHOULD HAVE 25% OF U
° SURFACE AREA, SECOND CELL (C) SHOULD HAVE TEE POST SUPPORT OR 9 GAUGE WIRE 55 Broad Street -C z N N
/ /\\ TO SIDE OF BASIN - SECURE TO 4-' Lo O U
/ \//j EMBANKMENT A B B 25% OF SURFACE AREA AND THE OUTLET ZONE STAKE TO VERTICAL POST Asheville, NC 28801 O O �
\j D SHOULD HAVE 25% 4'-0" MAX. NC Firm License # C-0459 41
/ / () OF SURFACE AREA. SUPPORT WIRE mcgill
828.252.0575 N 0) �
INFLOW / 3d 2. GRADE THE BASIN SO THAT THE BOTTOM IS
nn 3
\/ o mcgillassociates.com � 0 �-r-� �-r-�
STRUCTURE // EXTEND SKIMMER LEVEL FRONT TO BACK AND SIDE TO SIDE. i i _
\ / OUTLET BEYOND OF SILT i i // O p •
FENCE 3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH / i i TOP OF FABRIC 00
//----------------------- - OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET i i //\\ \ L L L L L L L L L L L L L L L L L L L L L L L L L L L L \\/� 11 SHOULD BE 6" ro U r- r
-------------------------- - PLAN APART. u /X \ LLLLLL LLLLLL LLLLLL 9-L L L L L' //\� ��/ u HIGHER THAN
--- LL LLLLLLLLLLLL LLLLLL�LLL L' ///�� SPILLWAY INVERT.
4. DO NOT SPLICE FABRIC. USE ONE CONTINUOUS j\�j\\ L -LLLLLLLLLLLL LLLLLL`dam LLL L ///\-O" TOP OF BAFFLES N
EMERGENCY SPILL Y PIECE ACROSS BASIN. \�\\j�\ j\\ -LLLLLL LLLLLL LLLLLL -,� L L L / /�\ SHOULD BE 2"
TO INCLUDE IMPER US ��- LLLLL LLL LL LLLLLLLLLL \j� LOWER THAN TOP F-
\ LINER L 5. INSPECT BAFFLES AT LEAST ONCE A WEEK AND //�//\ //� OF THE BERM. U
RIPRAP RIP RAP LEVELING PAD \\\ ° AFTER EACH RAINFALL. MAKE ANY REPAIRS \\jj\j t////////// /// ///// / /////////// ///7Y/�
/ i / / / J
\ UNDER SKIMMER \ IMMEDIATELY. REMOVE SEDIMENT DEPOSITS WHEN \,r\\j\\j\\j\\j\\j� f\j\\\ j\\j\\/a �\j�\\��\�\\,r\\�,�\\j\\ji\\,\\ \\\ U
\ \ 2 I► L°� d IT REACHES HALF FULL.
6. REFERENCE NCDEQ LAND QUALITY SECTION O
DESIGN MANUAL: 6.65. p
SEED OR MAT SLOPES \ /// /\\ \\ \\//\ \ \\/// j�\j�\j�\jam j�\/ j\\jam\/'` j\\j/\\/\\r SUPPORT POSTS, 24" MIN. 700 g/m COIR MESH OR SIMILAR
OF SKIMMER BASIN / \\\j\ \\\\//�//�/��//� i /i.r \//\\//\\//\\ \\ \\ \ \\ \\ \/\\//\\/ //\\//\� BURY INTO BOTTOM OR SECURE BOTTOM OF BAFFLE TO
FOR STABILIZATION \/\/ /\/ \/\/\/\/ / / / /j\\\\ \ / 2�' /\r\/\/\/\ �,/�/�/\ ./i�/i�/i�/i i\/r\, SIDE GROUND w/ 12" STAPLES ® 12" MAX.
i t�� INSTALL FILTER INSTALL FILTER
If INSTALL
=po�� FABRIC SECTION A -A FABRIC SECTION B-B SPACING =
BAFFLES \ \ '- Q� BAFFLE
TURN SILT FENCE \\/ / ������ OR ��� U • INTO DAM SECTION , Q_ v � (TYPICAL)
KK//\r/
PLAN\\/\� \
J`�/\\\\\\\\
QOJ do D D EARTHEN
j/\\j/\\j�
EMBANKMENT \\- -------
EMERGENCY
EMERGENCY SPILLWAY TO �/%%
INCLUDE IMPERVIOUS LINER\�/%/%/%
PROP DESIGN SURFACE AREA ELEV TO EXISTING GRADE LINER TO EXTEND UP SIDES OF//�N//
WEIR MIN 12' - TYP. BOTH SIDES o �y\\/\\/\\ \\/ ::•'' .. \\\\j\\j\\j\\/
BAFFLES TO BE 6" 6" MIN. FROM DEPTH MIN. 5' ---- ///�j�\�j�\�j�\�j/\\ ��///
INFLOW HIGHER THAN DEPTH INDICATED SON ELIN TO SPILLWAY WEIR 1' MIN. FREEBOARD
STRUCTURE PLAN ELEV. /\\//\\//\\//\\/ \\ \\/ �` S / ` •�
PLAN
:.:..
\'1 WATER 1=_ PLAN
c-� . SURFACE
\j\ - = Q /\/\\/�\j R) WATER DEPTH I~Lo� SEAL
:...:.
J /\//\//\/� - ACROSS SPILLWAY 039177 -
\\��\\/ w CARRY LINER DOWN TO d ��/� .::.::':.. .. \\\/\\\/\\\// •'•. F, ��
/\ \ ------ --- - ----- ---fi w-------------- ----- //jam//-------- = EXISTING GRADE (EDGE a�\\//\ ;.;::::.;.,.. \ \/���� SC'' NGlN6��
- OF DISTURBANCE) .: %\/\\\ :' ... j\j\��j INLET ZONE ��, p� •....`\��
FILTER /i i//.//,,// / / / /,/� \\//\\\\\\/ \//\\//\ /\�//�//\�//\� ,\//\//\ / //\//\/ 25% OF SURFACE E. B11
//,�//. / r�//,�//\//��\\�/�/ \ \ \/\/ WIRI, /\/\/\ /\/ \/\/\\/\\/\\ \ /\\/\\� I I I I 11111
FABRIC //\//\//\//\/ /\/\/\/ \/\/\//\///\//\i .�//\//\//\ , ," / //\//\// AREA (A)
SKIMMER TO EXIT AT POND ��Ti�\r�\ Seals
SEDIMENT INVERT ELEVATION OR LOWER TURN EDGES OF INSTALL FILTER
STORAGE DE WATERING IF POSSIBLE FABRIC DOWN MIN. 12" FABRIC INSTALL FILTER SECTION D-D ���y\\%\\%\\%\\%\ /\\/\
ZONE ZONE INTO GROUND - NOTES SECTION C-C FABRIC/////�\j\\/�\j\/
TAMP AND COMPACT \//\//\//\//\//\//\ //\//\//\//\//. FIRST CHAMBER
RIP RAP LEVELING PAD ALL EMERGENCY SPILLWAYS SHALL BE 1. La IS THE LENGTH OF THE RIPRAP APRON �'\/%/%/%/%/%/%\/\ \ //j�/j�/j�/ 25% OF SURFACE
UNDER SKIMMER TO PREVENT LINED IN ACCORDANCE W/ NCDEQ STDS. SEE EROSION CONTROL 2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".\//j�/j�/j�/\�/j�/j�/j/j\/j�/�\\�/j�/� AREA (B)
PLAN FOR DISCHARGE \ \ \ \ \ \ \ \ \ \ \ \ \
GROUNDING OUT SECTION FABRIC SHALL BE TERRATEX GS - INSTALL PIPING SIZE & LENGTH 3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE �m/j�/j�/jamj\/%/%/%/%/%\\ SECOND CHAMBER
PER MANUFACTURER'S RECOMMENDATIONS MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. \ \ \\/\\/\y\\ /\\j\\/\\/\\/\\/\�
CLASS I RI� �'/ ///\//\//\//\//\ /\//\//\//\//\//\// 25% OF SURFACE
4. FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. OU /\/\\j\\j\\j\\j\\j\\j\ /\\/\\/\\/\\/\\/\\% AREA C
She
5. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.41. \//\// ( ) i
NORTH CA RO L I N
AFTER SKIMMER IS INSTALLED r // // // // // // // // / // // // //
CONTRACTOR SHALL NOTE SKIMMER RIPRAP APRON SIZING \\ri�\\�\ j\\ j\\ j\\ j\\\�\ j\\ j\\/\ \/\\j\\j\\j\�\\j\\j NOTES City or Shelby
///////// ///// OUTLET ZONE
ARM ASSEMBLY SIZE OF ORIFICE INSTALLED W/ A\ii�\�/��/j�/j�/j�/j�/��/j�/j\ /�/j�/j�//j�/j�/j 25% OF SURFACE 1. BAFFLE SPACING OF 25% EACH City Hsll
.. PERMANENT MARKER -NOTATION TO OUTLET PIPE DIAMETER 3 x Do APRON LENGTH APRON WIDTH RIPRAP SIZE',,\//�y/�\//�\/\//�\//�y/�\//�\/\/\j/\j\j//\\ AREA (D) PER NEW NCDEQ RECOMMENDATIONS 300 S. Washington St=t
BE VISIBLE OUTSIDE OF BASIN No. (Do) (La) (W=Do+La) \\\\\\\\\\\\\\\\\\\\\\ 2. BASINS LESS THAN 20' LONG REQUIRE -.
/���\\��\\//\\//\\//\\//\\//\\//\\//\\ TWO (2) COIR BAFFLES Shcl by. NC 29150
o ••C•• WET POND 24" 6' 22' 24' 8"���\��\\��\\��\\��\\��\\���\� 3. SEE PLANS FOR BAFFLE SPACING phone: 704484_69M)
Fax: [phone]
N ENCLOSURE ALL SKIMMER BASINS 8" 2' 6' 8' 3" rEC POROUS BAFFLE DETAIL
..�_E�CPIPE OUTLET PROTECTION
41 NOT TO SCALE
WATER
ENTRY UNIT 17
TOP VIEW NOT TO SCALE
END CAP PVC ELBOW PVC VENT PIPE SCHEDULE 40
PVC PIPE y�Vpr>I D CMG
WATER SURFACE 8" 6'-0" 8" y�
••• ••• � PVC END CAP
m
PVC TEE SCHEDULE 40 ORIFICE PLATE
y
PVC PIPE Y2" HOLES PVC PIPE O� �Q
IN UNDERSIDE PVC TEE r/y CAR O
Owner
FLEXIBLE HOSE RIP RAP LEVELING PAD
UNDER SKIMMER TO PREVENT
GROUNDING OUT
BOTTOM SURFACE
v
v
END VIEW FRONT VIEW O
LO
Co
rEC�TEMPORARY SKIMMER BASIN 18" CONCRETE C0
27 NOT TO SCALE CURB & GUTTER Ur
Z_ N
0
s J CU r__
SKIMMER SEDIMENT BASIN SCHEDULE
..• v' a vti'. a v. ,.v.. .. .v. v.: :.v (///���'`/ ♦V
TOP BASIN BASIN
BERM EMERGENCY EMERGENCY BERM SKIMMER BASIN SIDE BASIN AVG. AVG. SKIMMER SKIMMER LU a U
BASIN# SPILLWAY SPILLWAY WIDTH INVERT SLOPE DEPTH ORIFICE �2 J
ELEV. ELEV. (ft) (D x WIDTH) (FT) ELEV. (ft) RATIO (Z:1) (FT) LENGTH WIDTH SIZE (IN) SIZE (IN) PLAN
(ft) (FT) (FT) � 0 O
S8-1 894' 893' 1' x 15' 5' 889.5' 3 2 163' 82' 8.0" 1.75" Q >, M z
5 TREADS (TYP.) LANDING 4"-0" MIN. 5 TREADS (TYP.) 6'-0" LIJ � •
SB 2 883 882 1 x 8 5 879.5 2 2 99 46 5.0 1.25
1'-6" (VERIFY IN FIELD DURING CONSTRUCTION) (VERIFY IN FIELD DURING CONSTRUCTION) m
SB-3 892.0' 891.0' 1' x 15' 5' 888.5' 2 2 155' 77' 5.0" 1.75" 4" 0
(TYP.) > �
SB-4 878.0' 877.0' 1' x 4' 5' 874.5' 2 2 76' 42' 4.0" 1.0"
LU
NOTES: 2' -loll _
EXISTING 1 1/4" ALUMINUM HANDRAIL.
1. SPILLWAY SHALL BE CONSTRUCTED USING CLASS I RIP RAP WITH FILTER FABRIC UNDERLAYMENT AS CONCRETE I SEE HANDRAIL DETAILS.
SHOWN IN THE POROUS BAFFLE DETAIL. SIDEWALK
2. LENGTH AND WIDTH ARE BASED ON DIMENSIONS AT THE ELEVATION OF THE PRIMARY SPILLWAY. 1'-5" N
I I •o
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a
a : ' (TYP.) 9,1 •_2•,
Project No. 19184
\\-CONNECT TO 1 � < `d CONC. CHEEKWALL Date Issued: JANUARY 6, 2020
,:
EXISTING SIDEWALK '`'` :.� : r : BEYOND (BOTH SIDES)
Revisions:
CORE DRILL POST HOLE 6"
1.
DEEP (MIN. 1/2" LARGER L�
THAN PIPE POST DIAMETER)2.
Li
I I
.. d . .. .. ♦ ' . N ..
3. t.'. . . d' • : d.
#3�D ®EACH (SEE SIDEWALK DETAIL FOR ''\.. '.. �.' : •° :: <::': I 4.
NOSING (TYP.) 1 _4• BASE AND SUBGRADE) %`; :. , :.:. ' ; • .' .
5.
2-#4 CONT. NOSING RADIUS: ��: d 7" } I
.: ...a..� ':...;
(TYP.) 3" CL. 1 /2" MAX. "..' :.:• .. ... PROPOSED 5'-0'• 6.
.....�..
SIDEWALK CURB B &CRETE
GUTTE 8•• CONCRETE STEPS a, .• 4" R R
NCDOT STD. 844.01
6 x 6 W1.4 x W1.4 ; d::' : ,' ' ;:..:. MISCELLANEOUS DETAILS
W. W. F. (TYP.)
NOTES:
1. HANDRAILS TO BE SET IN THE CENTER OF THE 8" WIDE CHEEKWALL. • °<,: •:a '' 6 x 6 W1.4 x W1.4
1"
2. PROPOSED SIDEWALK UP BANK TO HAVE THREE (3) LANDINGS AT 9't LONG. l EXPANSION JOINT WW.F. (TYP.)
• (TYP.)
3. STEPS TO BE 6'-0" WIDE.
Sheet Title
4. STAIR RISER HEIGHTS SHALL BE 7 INCHES MAXIMUM AND 4 INCHES MINIMUM. STAIR
TREAD DEPTHS SHALL BE 11 INCHES MINIMUM. CONSTRUCTION DOCUMENTS
5. 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. C-502
M CONCRETE STEPS AND PIPE RAILING DETAIL
63 UPDATED MARCH, 2017
NOT TO SCALE WHN ARCHITECTS hereby reserves their common law copyright
and other property rights in these plans, ideas and designs.
These plans, ideas and designs are not to be reproduced,
changed or copied in any form or manner whatsoever, nor are
they to be assigned to any third party without first obtaining
the express written permission from WHN ARCHITECTS. Written
dimensions on these drawings shall have precedence over scaled
dimensions. Contractors shall verify and be responsible for all
dimensions and conditions on the job and WHN ARCHITECTS
must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

30 0 15 30 60
GRAPHIC SCALE DIVISION VALUE = 30 FEET
55 Broad Street
mcg I
Asheville, NC 28801
828.252.0575
IINC Firm License # C-0459
m cg i l l asso ci ates. co m
- \1 `\ t\ I I// N1 \.`\ >\ S \ \\ \ \ 1) C / \ I�1) \ \ \ \ \ \\I\ \ \ ✓-/1 /J / -'- \\------ — ! - 1 � _ --
i 1 I / /� I - - 1 PROPOSED SHELL r/ /-- _ ----- _ _�
� /`-_ \\ 11 �// I I/ \ ~\ ��__ �\ \ (�� \ ) (\ BUILDING #3 '-� //- I/ V / /,_/~_/ \✓ ,-- -__
�� \ \\ /� I 1 -\ / . \ \ �„\ a \ . - _ \ \ \ \ �\ 100,000 SF PROPOSED ROOF LEADER (TYP.) --`�_/ ,----' /_---
\ ) \ \ _ \ \ \ \ - SEE STORM WATER PLAN) - - / / - / J
/�� \�- ti \ _ - \� (250' X 400') _/ - - - '
\II \\ \, a ) / \ -\ . a -�.� \ a / 1 ( _ FFE = 910.0 _ / - -
� Lam(\�'%I > � S 1 I � \\ � `' \. `\Q' A \ I \ \ � / r./ � � / � _----__.
/ \ II " \ ) i' ` 1 . \ ' \ i . / / ( / / _ ✓ _ /— — — — 900
11
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\ r ./ � _\ \ \\ 1 4.\ . \ 11 \ \ \ \ / / ) / _ / / / \-- '
(-\ \ \ . 1 -� r \ \ " o o\ . \ g A o I' \11 \ V r ' / — - r' / - /'^ /---�__/'
\�(I �1 < \ . .\4.� � .A 1/ I \ o 1 ^,o, 1 // // // / / /11 /`__-- L
\ \\ -' f��� \\1�//I/ \ 1 PROPOSED 6 SCH-40 PVC � /' /' "-1 / ///-/ ,/_ /''' - \ , , '
1 1 _I f SEWER SERVICE LINE; �' ,' / /' / ` // /'' \/
r `/'\\ �`/ I . C. ORDINATE WITH PLUMBING PLANS
< l l ,� .� � �_ 895 �
( I-/\ \/ �, I � �\ J / / / / , / /- �r \ )\) \1 � �\
/ \ /\ \\✓^\\ \ \ ', 1 \ /�� ' �. �/ -_/ /_ //' //// / \ter �� LI U ( /�/ \�J r \
\ (., 1) 1 �\ / / 1I Il \ ---�- _ PROPOSED SEWER CLEANOUT; COORDINATE ,�(�; I � ; � /-�'/ ��-\\ �_°11 /
/ / \ ) PROPOSED CO #1 _ _
I I /-I ,-'", J '--I/ I,%)i \ �. STA 18+88.90 PROPOSED SEWER LINE -- -- - - WITH PLUMBING CONTRACTOR FOR EXACT LOCATION 1 \ __ \% j --' //' ( �' 4 �, / �\
( \ / / �, /` J r r
s \ \_�' \ `�r // ) \) s� �'-' \ \ \ ° N:581215.27 _-__-_ AND INVERT ELEVATION / / r/ / - - I `) I r \`3
\\ ! �� I = \\ �i �"I//�^\\ �I\/-_��\\\\ \� \\ �\ E:1218610.47 -J�� \ �-_ / ,// ,// I\(f _I \/ ��/ r�
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/ / \� \`_ \ \ I I\1 \ � \ PROPOSED MANHOLE FOR ��' r _ -`-^' �' / � - -
J I ( I \�,�\\\\\t sir%/>I Jlrll�q \_ POTENTIAL PROCESS WATER _ __ // J I' I /\' �� r' .� _s ,_/J" / / -
( i \\��� \��\ \\��\\`= err(/ /((111\� �` _ - - - - - -
/ ^�'\�\ (1\ \\\ = /i)f �(I 1 \��� \--/- `� \ SAMPLING. ✓ _��-.�. / j,/' J /, // l ` J(' ,�(� �� I i�✓ 1
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1�111
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II I I �\/� // / / \\\�\\\�\ ` \ �� I(ll�/!� 1\\' \\\ /� - ---- _ ----- J -/
' ) / \ 9Q LINE TO TIE ANT SERVICE LIN -" / ( r \ ) I� / //�(\'L \(� /��r,
\ /) ( (\) \\ \ , (( //il � - \ /' �\ _ 0 — - - - _ --- PR,O-POSED UTILITY CROSSING; \_ _1 / (� / i > ) Q
,I II I \ I I I) j jl(l, - \ _ 0 24 MIN VERTICAL SEPARATION MIN. - - __ \�- . / ' /-- �J / ) j �
/ /; / I v j ( / // II II\\`` III\ I (��- _ -r\\� ��\ \ \ - "-' \ / J / _ ( / \ �r' / ( / \ z�
\ 1 \ \` (SEE SEWER PROFILE) _ -` r 4 / / r /(� \ ( J J I \-�
1 \ / II\ \\ \ �- l� l\��\;II �\` \\ \ _ _ - _ -\ ___/ ' r--� \ i .� t"/ /',r/ / / ` I r 1 -./ �r\ \✓ \ \\ / / ' "I _'�
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\ ('\- l <� ( \ ( \�\� ^\\J \1\I IlIl1\\ 2 \ �-' , \� - \ 885 _ , ' ✓�/ . _/ ���i� _ _ _ - `\ \ / / ) f / \� / �_�J / l / JI 1 \ )
"- \` �, 1/I( \\ �1%'\\�\ I 1 I S \ \ _ - - J � / - 8 9 5 - - r _ / 1 r f / �' _ / /� �r ,1� 1 \ t
f EXISTING PRO'PER,TY LINE \ \- _.\ �I / _ _ _ _ y _ _ \ v � / `( \� _
I / / \ \ 11\\\ I \ °)) \)) )11 \ �\ <I, /1 \ \\ \ \ - - - �''1-_ - ---- ' J ^ �' � G / - J- I \/ <I�� -1 11 z\,\ _ _
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\ \ \ \ Il r , \ \\ x \ \ \ �� \/ ROPOSED STORMWATER PIPE (TYP.)- fi _ % - / _ �✓ �/ -_ __- =_
✓, '\% 1 1 ( ) \ \ I \ I,/ / \`\-j \ ^\ ) I I 1 \ ) \ \ \ `' � / f �' _ —' �i—� � / �' /— (' �� \ / %/�/// / —�
/ J \ / \ r _ _ -/ � \ � /i/a5 / /
/ 1 / / \ \ I 1 \ / '� \' \ ' - � \ \ `\ \ `\ 1 '(SEE STORMWATER PLAN) I , - ; % ,\_-' '\ z,,-_ ' /� -_ ___-
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City of Shelby
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300 S. Washingto Su of
Shelby. NC 281 SO '
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Date Issued: JANUARY 6, 2020
Revisions:
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2.
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5.
6.
SEWER PLAN
Sheet Title
CONSTRUCTION DOCUMENTS
C-113
WHN ARCHITECTS hereby reserves their common law copyright
and other property rights in these plans, ideas and designs.
These plans, ideas and designs are not to be reproduced,
changed or copied in any form or manner whatsoever, nor are
they to be assigned to any third party without first obtaining
the express written permission from WHN ARCHITECTS. Written
dimensions on these drawings shall have precedence over scaled
dimensions. Contractors shall verify and be responsible for all
dimensions and conditions on the job and WHN ARCHITECTS
must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

918
9151
9121
EXISTING SEWER MANHOLE;
873 STA 10+00
FOROPOSED SEWER LINE
PROPOSED INV IN: 851.26
EX. INV OUT (15" PVC): 851.0
EX. INV IN (15" PVC) 851.26
870
8551
8521
n �
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131.57 LF 8"
CL350 DIP 0 3.90
'ROPOSED ' STANDARD DROP MANHOLE (TYP.)
SEE DETAIL)
PROPOSED SEWER LINE
SCALE: HORIZONTAL (1:30)
VERTICAL (1: 3)
PROPOS D GRADE
PROPOSED 24" HDPE;
24" MIN VERTICAL =
SEPARATION REQUIRED
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PROPOSED STANDARD DROP MANHOLE (TYP.)
(SEE DETAIL)
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912 1
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City of Shelby
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Shelby. NC 29150
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Fax: [phone]
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Project No. 19184
Date Issued: JANUARY 6, 2020
Revisions:
1.
2.
3.
4.
5.
6.
ISEWER PROFILE
Sheet Title
CONSTRUCTION DOCUMENTS
C-114
WHN ARCHITECTS hereby reserves their common law copyright
and other property rights in these plans, ideas and designs.
These plans, ideas and designs are not to be reproduced,
changed or copied in any form or manner whatsoever, nor are
they to be assigned to any third party without first obtaining
the express written permission from WHN ARCHITECTS. Written
dimensions on these drawings shall have precedence over scaled
dimensions. Contractors shall verify and be responsible for all
dimensions and conditions on the job and WHN ARCHITECTS
must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.

4" SCREWED CLEAN OUT
PVC PLUG 6"
CURB FINISHED GRADE 90
4" PVC
ASTM D 3034,
SDR21 OR
4" Cl SOIL PIPE
< PLUG UNTIL HOUSE
4'-0" SSERVICE CONNECTION
MA
1 4' PER FT. MIN.
CONCRETE \
BARREL OF PIPE TO
REST ON UNDISTURBED SOIL COMBINATION LONG
CORE & NEOPRENE BOOT BY CITY ON EXISTING MH TURN PATTERN Y
CORE & NEOPRENE BOOT BY DEVELOPER ON NEW MH AND 1/8 BEND
CITY OF SHELBY'`
STANDARDS
18" MIN
CONCRETE ENCASEMENT
(3000 PSI MIX)
STD MANHOLE
RING & COVER
PLAN
3 FT. ON CENTER, TYP.
FULLY BIODEGRADABLE COIR MATTING -
NORMAL WATER SURFACE
ELEVATION
v
PROPERTY OWNER'S
RESPONSIBILITY
FROM M.H. TO STRUCTURE
STANDARD SANITARY SEWER TAP
AND SERVICE TO EXISTING MANHOLE
ALL MANHOLES LIDS SHALL BE
SOLID
GRADE
2-1/2" MIN THICKNESS
I - ASPHALT PAVEMENT
STANDARD MANHOLE
RING & COVER
STANDARD MANHOLE CONE
BASE COURSE
(THICKNESS PER
ROADWAY DESIGN)
TOP OF SLOPE
VE STAKES, TYP.
SECTION VIEW
NOTES:
1. LIVE STAKES TO BE INSTALLED ON DISTURBED STREAM BANKS OUTSIDE OF 20'
PERMANENT MAINTENANCE CORRIDOR. ALL DISTURBED STREAM BANKS WITHIN 20'
PERMANENT MAINTENANCE CORRIDOR TO BE STABILIZED WITH COIR MATTING AND NATIVE
SEEDING ONLY.
2. LIVE STAKES SHALL BE SILKY DOGWOOD (CORNUS AMOMUM), BLACK WILLOW (SALIX
NIGRA), SILKY WILLOW (SALIX SERICEA), ELDERBERRY (SAMBUCUS CANADENSIS),
BUTTONBUSH (CEPHALANTHUS OCCIDENTALIS), OR OTHER APPROVED SPECIES.
3. LIVE STAKES SHALL BE INSTALLED IN BANK ON 3' CENTERS IN DISTURBED AREAS OF
CREEK BANK WITH DEAD -BLOW HAMMER. 4/5 OF STAKE SHALL BE IN THE GROUND.
4. BUDS SHALL BE ORIENTED UPWARDS.
5. CONTRACTOR SHALL CUT EXPOSED END OF LIVE STAKE AFTER INSTALLATION IF DAMAGED
DURING INSTALLATION.
6. LIVE STAKES SHALL BE IN ADDITION TO SEEDING REQUIREMENTS.
7. INSTALL FULLY BIODEGRADEABLE COIR MATTING (NO BACKING) ON ALL DISTURBED AREAS
OF CREEK SIDE SLOPES, OVERLAP MATTING MIN. OF 2' TO ADJACENT NON -DISTURBED
AREAS. DO NOT MAT CREEK BOTTOM.
LIVE STAKE & COIR MAT INSTALLATION
NOT TO SCALE
3000 PSI CONCRETE
MINIMUM 6" THICK
COMPACTED
BACKFILL
STD. N0.
7.01 A
NOTES:
1. MANHOLE RISERS AND CONE SECTIONS SHALL CONFORM
TO ASTM C-478, LATEST REVISION.
2. TRANSITION RINGS SHALL HAVE A MINIMUM CLEARANCE
OF 2'-0" ABOVE THE EFFLUENT OVERT ELEVATION.
3. FLEXIBLE WATERTIGHT, SYNTHETIC RUBBER SLEEVES,
WITH STAINLESS STEEL CLAMP: DRAW BOLT AND NUT; OR
CAST -IN SLEEVE; OR "A" LOCK CONNECTION SHALL BE
FURNISHED FOR EACH PIPE TO MANHOLE CONNECTION.
4. CONE SECTION TYPE TO BE DETERMINED BY CITY BASED
ON INDIVIDUAL PROJECT NEEDS.
PRONG
Pal M
CITY OF SHELBY
STANDARDS
1/2" TOOLED
RADIUS
#57 WASHED
STONE
6" PLUG
EXTEND
�-STUBOUT
MIN. 12"
STANDARD MH RINGS AND COVERS_•
VULCAN FOUNDARY, INC., 'Y-B1384',
.59 "R-1L150', U.S. FOUNDARY •USF-6E9 VENTED', OR EQUAL
wATF71nGHr uN RINGS AND
COVERS VULCAN FOUNDARY, INC., 'V-2328-.
NEENAH "R-1916H', U.S. FWNDARY-USF-869 BWT•, OR EQUAL
BOLTS ON MH FRAME AND COVER
/PROVIDE BOLTS ONLY WHERE SPECIFIED
/ ---PLACE
VARIES O' ION.
4'
MASnC BETWEEN GRADE R1N0S
TY MAX
-ram
GRADE RINGS AS REQUIRED
NOTE: WRAP ALL MANHOLE
JOINTS NTH A HEAT SHRINKABLE
SHEET SIALAR TO WRAPIDSEAL
)ETAIL SHOWN FOR
tEPRESENTATIVE PURPOSES.
ILL PROPOSED MANHOLES
SHALL HAVE CONCENTRIC
CONES.
'TYPICAL)
-GROUT JOINT
CAST
MMANHH=
sign STRAWY WALL OF WH.
TD BE LOCATED OVER
NOUENT PWE
T' CIA BUTYL
RUBBER BFAI.AILT
4• 3 4• PIPE
0AME'm
6• STONE 4' INSIDE DIA.
BASE
4' DIAMETER P,REC'AST
MANHOLE
FCAST IRON WITH "SEWER" CAST IN
TOP AND THREADED CLEANOUT BOX
COUNTERSUNK PVC PLUG OR PVC
PLUG ALONE PER OWNER PREFERENCE
24" SQUARE
CONCRETE PAD
CAST IRON
SERVICE BOX
THREADED PVC
COUNTERSUNK PLUG
45' BEND
4%4" WYE
STD. N0. S CLEANOUT DETAIL.
7.06 3 UPDATED MARCH, 2017
NOT TO SCALE
6" SEWER LINE
TEMPORARY BYPASS NOTES
1. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON EROSION
CONTROL PLAN AND IN THIS DETAIL. 4. DEWATER THE CONSTRUCTION AREA USING ANOTHER TEMPORARY PUMP
AND DISCHARGE WATER INTO A DEWATERING BASIN UNTIL SEDIMENT HAS
2. CONSTRUCT IMPERVIOUS DIKE (RECOMMEND SAND BAGS OR OTHER EASILY SETTLED AND WATER CAN BE DISCHARGED BACK INTO STREAM. DEWATERING
REMOVABLE MATERIAL) ON UPSTREAM SIDE OF EXISTING CHANNEL AND BASIN MUST BE OUTSIDE OF ANY RESTRICTED BUFFER AREAS, USE WATTLES
INSTALL TEMPORARY BYPASS PUMP TO DIVERT WATER AROUND CONSTRUCTION INSTEAD OF EARTH BERM IF REASONABLE.
AREA. ALL MATERIAL MUST BE COMPLETELY REMOVED FOLLOWING
CONSTRUCTION. 5. BEGIN CONSTRUCTION OF CROSS -CULVERT. CONTRACTOR SHALL INSPECT
SYSTEM DAILY BEFORE BEGINNING ANY CONSTRUCTION. NO CONSTRUCTION
3. CONSTRUCT IMPERVIOUS DIKE (RECOMMEND SAND BAGS OR OTHER EASILY SHALL CONTINUE IF SYSTEM IS NOT FULLY OPERATIONAL.
REMOVABLE MATERIAL) ON DOWNSTREAM SIDE OF EXISTING CHANNEL TO 6. ANY WASH MATERIAL REMOVED FROM BYPASS AREA SHOULD BE STONED
PREVENT BACKING UP OF STREAM WATER INTO THE CONSTRUCTION AREA. OUTSIDE THE FLOOD ZONE OR REGULATED BUFFER AREA UNTIL CONSTRUCTION
IS COMPLETE.
7. UPON COMPLETION OF CULVERT CONSTRUCTION, REMOVE BYPASS SYSTEM
WITHIN (2) TWO CALENDAR DAYS.
8. STABILIZE ALL AREAS DISTURBED DURING CONSTRUCTION. STREAM BED AND
BANKS MUST BE RETURNED TO PRE -CONSTRUCTION CONDITIONS.
TOP OF BANK 9. CONTRACTOR SHALL RECEIVE PRIOR APPROVAL FROM ENGINEER IF
CHOOSING TO USE ANOTHER METHOD IN LIEU OF BYPASS CHANNEL.
PROPOSED SILT I �1 I EXISTING STREAM
FENCE I�
WORK AREA
PROPOSED TEMPORARY
PUMP AROUND x
IMPERVIOUS DIKE
TO BE INSTALLED
IN CHANNEL
l X
-X- PROPOSED SILT
....................... .... X E -�-, FENCE I
. ...............
...................... ... .....
B.'.',.' it ......
.. 14 . . 11...'.'.'.'.'....................................... .
'.'.' 11.'.' �'.'I L'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'
.. ..... �il'''''''''''''''''''.'.'.'.'.'.'
F.........................
......1......'.
'
.
''......... .
.
.jl..144
.'.11'.,.
..�.....................
................
...........
................................... ........
I X
PROPOSED PIPE I I PUMP
I X ' PROPOSED
f DEWATERING ROADWAY
DEVICE /
i X �
ENERGY x IMPERVIOUS//DIKE
DISSIPATOR x � /
PROPOSED SILT I - PROPOSED SILT FENCE
FENCE I
TEMPORARY STREAM BYPASS DETAIL
NOT TO SCALE
STD. N0.
7.03
NOTES:
THE SEWER LINE ENTERING A DROP
MANHOLE SHALL BE CONTINUOUS D.I.P. FROM
THE UPSTREAM MANHOLE,
A DROP MANHOLE IS REQUIRED WHEN THE
DIFFERENCE BETWEEN INVERTS IS 30" OR
GREATER.
ALL JOINTS WITHIN THE MANHOLE SHALL BE
OF THE MECHANICAL JOINT TYPE.
INSIDE DROP PIPE DIAMETER SHALL BE THE
SAME AS THE INFLOW SEWER LINE DIAMETER.
STAINLESS STEEL STRAPPING SHALL BE 1"
WIDE BY 1/8" THICK AND ATTACHED TO THE
MANHOLE WALL WITH MASONRY ANCHORS.
DETAIL SHOWN FOR
REPRESENTATIVE PURPOSES.
ALL PROPOSED MANHOLES
SHALL HAVE CONCENTRIC
CONES.
FINISHED GRADE
FINAL BACKFILL PER
SPECIFICATIONS
2' MINIMUM
(95% STANDARD
PROCTOR DENSITY)
INITIAL BACKFILL
- - _ 7._ _ _
12•
COMPACTED IN 6"
- - - - -
LAYERS (MAX)
- -
_�_
70
SPRING LINE
a `
4
NO. 67 STONE-
•"
•'
WORK WELL UNDER
•'
��-
BOTTOM OF PIPE
PIPE
8" MIN SIDE CLEARANCE
O.D.
12" MAX SIDE CLEARANCE
CLASS 'B' BEDDING
REQUIRED FOR FOR PVC SEWER
PIPE, SDR-35
CITY OF SHELBY
STANDARDS
FINISHED GRADE
FINAL BACKFILL PER
SPECIFICATIONS
.-
• . -
(95X STANDARD
_
PROCTOR DENSITY)
.. -
4"
2000 PSI
• ' . �f'
'' y ' �" '
CONCRETE
: ,•
SPRING LINE
4 w:
4w
NO. 67 STONE-,_----
•"'''`
WORK WELL UNDER
BOTTOM OF PIPE
PIPE
6" MIN SIDE CLEARANCE
0.0.
12" MAX SIDE CLEARANCE
CLASS
'A' BEDDING
NOTE:
FOR TRENCHES REQUIRING SHORING & BRACING, DIMENSIONS
SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING &
BRACING.
PIPS BIDING AND &1C[QFII.LIN6/ STD. N0.
CLk% B&A, 6.018
VULCAN FOUNDRY, INC. ,
"V-B1384% NEENAH "R-1550" OR
U.S. FOUNDRY "USF-669 VENTED"
BOLTS ON MH FRAME AND COVER
PROVIDE BOLTS ONLY WHERE
SPECIFIED
JIgl IAIK-I" I
IMI=11a1T�IL
VARIES 0' MIN.
24•
��' PLACE MASTIC BETWEEN GRADE
12" MAX.
RINGS
GRADE RINGS AS
REQUIRED
Cc
'GROUT JOINT JOINT-
STRAIGHT WALL OF M.H.
TO BE LOCATED OVER
INFLUENT PIPE
1" DIA BUM
RUBBER SEALANT
8" NO.67
STONE
"A" SEE
3/4" PIPE NOTE 3
4" DIAMETER
t
1 '
DIP FOR 20'
OUTSIDE MANHOLE
DIP DROP PIPE
MOUNTED WITH
STAINLESS STEEL
STRAPS AND ANCHOR
BOLTS AT 24" CENTERS
CITY OF SHELBY � STD. N 0.
STANDARD DROP MANHOLE
STANDARDS 7.07
I I I TOP STREAM BANK
-LOW
UPON REMOVAL OF TEMPORARY
DIVERSION IMMEDIATELY INSTALL
BIODEGRADEABLE COIR MATTING
(NO BACKING) ON DISTURBED
AREAS OF CREEK SIDE SLOPES,
OVERLAP MATTING MIN. OF 2'
TO ADJACENT NON -DISTURBED
AREAS. DO NOT MAT CREEK
BOTTOM
OTES:
STREAM BED SHALL BE
ETURNED TO ORIGINAL
ONTOURS AND ELEVATIONS
SING ORIGINAL EXCAVATED
TREAM BED MATERIAL.
, STREAM BANKS SHALL BE
ESTORED TO A MINIMUM 3:1
_OPE, COVERED WITH FULLY
ODEGRADABLE MATTING, AND
TABILIZED WITH NATIVE
I<IPARIAN SEED MIX.
SEE SHEET C-511 STREAM
BANK RESTORATION SEED MIX.
STREAM RESTORATION
DETAIL
NOT TO SCALE
55 Broad Street
mcgill Asheville, 7 28801
828.252.0575
NC Firm License # C-0459
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Project No. 19184
Date Issued: JANUARY 6, 2020
Revisions:
1.
2.
3.
4.
5.
6.
MISCELLANEOUS DETAILS
Sheet Title
CONSTRUCTION DOCUMENTS
C-504
WHN ARCHITECTS hereby reserves their common law copyright
and other property rights in these plans, ideas and designs.
These plans, ideas and designs are not to be reproduced,
changed or copied in any form or manner whatsoever, nor are
they to be assigned to any third party without first obtaining
the express written permission from WHN ARCHITECTS. Written
dimensions on these drawings shall have precedence over scaled
dimensions. Contractors shall verify and be responsible for all
dimensions and conditions on the job and WHN ARCHITECTS
must be notified in writing of any variations from the
dimensions, conditions and specifications on these drawings.