SW3190804_2712 - Pine Forest II Full Plans Revised 2-12-20_2/14/2020

DATE ISSUED FOR REV .
1 10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
05/10/19 Second Submittal to NC DOT 2
09/19/19 Third Submittal to City of Statesville 3
12/16/19 Fourth Submittal to City of Statesville 4
to ;;;; ,-> , %, � 2/12/20 Fifth Submittal to City of Statesville/NCDEQ 5
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N 0,ca 4Nw One-Call Center Ca before you dig.
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PREPARED FOR ; R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
1186 Stonecrest Blvd.,Tega Cay,S.C.29708 P:[phone]
-0 . .1'<.: ., WWW.r ® hrriS.COrr�
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This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
323 Walnut Street by the O and proper permit fnorms and related fees are ted
by the Owner,Owner's Agent or Contractor to the Authority
having jurisdiction.
Statesville o rt Carolina Corporate Seal Engineer's Seal
28677 ,, • .>QE.Ssioti°�-7 S.. *-:°0ESs/o�'yy
1 e o°q� 9�e >°q �� o
Phone: (704) 996- 97 = i3 ° w _
am SEAL �a o SEAL zo
c� C-4168 < �= - n 036836 "°
,,,"1/P4);°°°°°°°°°(3°&,' tr. ,7/6:*****°°4\) \''''
Project Manager Drawn
.. ... . ... ... .
D. Gates _ I. Bailey i
Department Manager Checked
PLAN SHEET INDEX: P. Murphy _ P. Murphy
Print/Plot Date
Februray 12, 2020
COVER COVER SHEET Asbuilt Drawn Asbuilt Date
SP-1 - SP-3 SITE PLAN & SITE PLAN DETAILS - _
EC-1 - EC-8 EROSION CONTROL PLANS I Client
,x=.., : EC-9 - EC-12 EROSION CONTROL DETAILS
ii f r. = EC-13 - EC-14 EROSION CONTROL DRAINAGE AREAS THE JOHNSON GROUP,
' GP-1 GP-4 GRADING PLAN
z' k at $
K
GP-5 GP-6 GRADING PLAN DETAILS 323 WALNUT STREET I
BMP-1 - BMP-4 BMP PLAN STATESVILLE, NORTH CAROLINA 28677
SD-1 - SD-3 STORM DRAINAGE PROFILE P: [phone]
RP-1 - RP-6 ROADWAY PLAN AND PROFILES `
UP-1 - UP-6 SEWER PLANS AND PROFILES
UP-7 WATER LAYOUT Project:
UP-8 - UP-10 WATER PROFILES _
UP-11 WATER AND SEWER DETAILS Pine Forest 11
PRE PRE DEVELOPMENT DRAINAGE AREAS
POST POST DEVELOPMENT DRAINAGE AREAS
PREPARED BY° SDA STORM DRAIN AREAS
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Drawing Title:
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11 SITE- ,, •-,.-.', D ,, ,„,,, o Joe Harris c ASSOclateS, Inc. Cover heet
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- y,,,,,,, ,,,-„, ,,,,,,„ ,, ,.„ , Engineering 0 Land Surveying ® Planning
A.
,,, Management
•
Murdock 7 Ben Casey Drive,Suite 101,Fort Mill,SC 29708 Phone [phone]
urdo Rd. Amity Hill Rd. 12..s,. ,
. Project No. Drawings No.
VICINITY MAP - N.T.S.
2712
DWG File Name:
COVER
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2712-Cover '
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DATE ISSUED FOR REV
er
"THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON '
COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY,NORTH / 77 10/05/18 Initial Submittal to City of Statesville 0
CAROLINA DATED 3/18/2008.
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�� 11/16/18 Second:: :: : teshhI0e
Q' \ 05/19 Second UT
��
09/19/19 Third Submittal to City of Statesville 3
i /� {, 12/16/19 Fourth Submittal to City of Statesville
j ! 2/12/20 Fifth Submittal to City of Statesville/NCDEQ 5
SITEIA z
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Project Name: Pine Forest II
Iredell County, North Carolina ',
Owner: The Johnson Group, INC. Murd°ckRa•
123 Walnut Street �.._L . A"' Hr a. \�
Statesville, North Carolina 28677
Developer: The Johnson Group, INC. A
123 Walnut Street
Statesville, North. Carolina 28677 VICINITY MAP - N.T.S. •
Tax ID: 4742589712 (JGNC II LLCS)
Deed Book: 2470 Deed Page: 1971
Site Acreage: 29.36 Ac (Total Acreage)
0.58 Ac (Area in NC DOT R/W) .
Open Space: Required: 2.93 ± Ac (10.0%)
Provided: 11.68 ± Ac (39.7%°)
Zoning: R-5MF `i CR01! , �> .`
WODDLAND6 NORTH LLp NI Setbacks/Yards: Front 25 LF `4.
- °
7/
' - WAGNER FRANKLIN+LUGRETIA DB 1664,PG 1516 ✓�+
BAUGUESS WILLIAM STEWART MELANIE+ ER 2839,PG 346 PIN SORT 4
DANIEL+JOLANEA JUSTEN SWEET NACOLE M PINS 4742683876 ZONING:R-6MF
l• Rear - 25 LF O°�wh elow.
DB 2313,PG 2001 DB 2549,PG 776 DB 2362,PG 1597 ZONING.R-8MF m / `
PIN•NING R93213 PIN#4742693111 PIOE4742683939 + 1
ZONING:R-8MF ZONING:69311 ZONING:R-8MF WOODLANDS NORni LLC // \l! C
dig.
VAROLI KENNETH M ,f, PN#474 P2G86336 I C 6' ,,e before Call ��
J OLI KEN EYA I ZONING1664,:R-8MF • Side - 5 LF /Y'�'14F` °ne�C'all CiCI1t0Y
- 10 LF (Corner) Ett meet:
DB2IGPR-17Ci0 ' I / •
PIN#474269337 Land Use: Existing - Field
ZONING:R-8MF
' I / WOODLANDS N26ORTH LLC / \i . ';j�
/ / I I, ZONING:R-BMF I �("/'� �1 N !
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ROG RSROBERiA+MICHELE � I Proposed. - 70 Single Family Residential Lots
DB 2424,PG 2718 WOODLANDS NORTH LLC �D+
PINK 4742663880 ( DB 1664 PG 1516 9 Zv - `I
I / I \ \ I ZONING:R-BMF I I PIN#4742683689 I y i �' t Min. Lot Width: 50 LF i.
I / FAS,EL BRAGDEN W+TRACT L , , ZONING.R-8MF L:r /�j�, _ti.�1-
MOO ERIC J+REBAP , Dgig7 69109 STEWART JAMES L JR+KArtEN R CURTIS BONNIE+KENNETIO , \ •' \{ I
: ,- A: .
pB 2337 PG SM I PIN#4742693109 DB 2324,PG 736 DB 2414,PG 2403 It,
-
i PINK4G R-8321 ZONING:R-8MF PINNING R-8MF I \PINNING R-8MF \ \ \ /i
_ I Min Lot Sipe 6,000 SF
ZONING:R-8MF / / I ZONING:R-8MF ZONING:R-BMF --�-r Lots Proposed:, 70 Lots (Phase 11)'-,,-if A
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\ ' ,,, 3)8.014 --- ` ' District: Iredell-Statesville School District I . <, �`'School
-------------- i 10 52 0.-"E
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761.896' ` I I j
30.000' I s
ROCHESTER EDWARDC I I/ it
�1" r 34 \> s• S ` I I�-\, ?�w�= Road Lengths: Road A 1,229.58 LF e ,
DB 93E,PG 782
PIN94742'91548 \ 5 u
ZONING:RA I 36 35 _ 1• 1l�; Heart Pine Lane - 1,406.70 LF .° J�pf' 1.1C�,r�15 c�. �SSOC1atCS; �11C°
R3938 37 • / ^o0 '' BMP#200 / � ` V E ANP JOCHEN KARL+SABINEA Road C - 477.30 LF
40 O DB 2221 PG 1412
43 42 41 ,��,," � 33 a PINK 4742 02 Road D - 643.41 LF Engineering • Land Surveying • Planning
o ^""'"� Nti '• ZONING:RA
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"+°" S IL TYPE
_ �.. III • 1 0 i A _10 - g' ° .-�� 32 'I ? - .0 ,Tega Cay,S C 29708 P (803)80�L799
\ A Li86 Stone
® ""'° --t- ' eb2 Cecil sandy clay loam, 2 to 6slopes, mod at rod 2%
-„ r g+°° _ -� - % moderately eroded b 4.5 15.
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---- a 1 I 6+00 _� _r _ - .. 1 0 ___ • • \ 1 I_i 41g51.39'1n Cec2 -Cecil sandy Clay loam, 6 to 10 % slopes, moderately eroded b 8.2 27.9% ,
~ 31
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5•�� ' I , 65 -�- •
"` i , • CgC Cecil urban land mpl x, 2 to 10 % slopes b 0.7 2.5% °rjo s °C
�► °°°° Y 1 --``� °f •\ 1 '~' • Cha Chewacla loam 0 to 2 % slopes, frequently flooded b/d 4.7 16.0%
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r•� /•: • -- II II 53 ,- '1 ' T j_______„ __________
RANS,MISSION ClRRIDOR �\_ 1 \ 1 Hwc -Hiwassee fine sandy loam, 6 to 10 % slopes b 2.1 7.1%
DB 96E PG 493 11 / •
I --'�T ' KE E.R T
/ 68'DU° 1 - �� \t Hwd -Hiwassee fine sandy loam, 10 to 15 /° slopes b 4.6 1 5.6/o This drawing shall not be used for construction purposes until the
EDPIISTON 259962S W / EXISTING
/ $� �/. t°,1 \ I W / '�. I -Pacolet sandyclayloam, 10 toregistrantpp
1\� (± Pcd2 m, 15 % slopes, moderately eroded b 2.3 7.8% seal and signature of the responsible appears on the
PIZON N��0 � I. .,... { � � \ \ STREAM .397
� /
- ' - / I AC WATER o ° drawing,and proper permit forms and related fees are transmitted
7 0
. • I ��_ 30 22 ON SITE Pce2 - aC0 esandyclayloam, 15to 5 o slopes, moderately eroded 2.3 7.9/o Owner's Agent or Contractor o he y
.......:
-T� \ 66 �-�- P I I2 I p y d having jurisdiction.
\ by the Owner,Owne' A e Con ract t t Authority't im / so s od el
_ / h ng ju ' dict'
I I\ 1 63 r 23 / 1 I 30'STREAM BUFFER
t I I N Corporate Seal Engineer's real
40 1 �-- , r 29 21 m
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if ► \ ` , 1 i „ - g 61 68 T \ $I / \ , \• \ \ C� \ , °rn SEAL _�? o o� SEAL �a
1 I I I I 1. ALL ROADS IN THIS SUBDIVISION ARE HEREBY DECLARED PUBLIC.THE MAINTENANCE z
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Ps' , $ 56 - (� `� OF ALL STREETS/ROADS IN THIS SUBDIVISION SHALL BE THE RESPONSIBILITY OF THE 5 O �F °,,> �, b
.1 EPE •.ABLE DEV INC I 1 20 \ \\ ��. \ ee ��/��j�(�\\�� j.„
✓ram"� eO� O o ,O
DB 479 PG1749 50 I \ '� I I p, . DEVELOPER AND IT SHALL BE THEIR RESPONSIBILITY TO BRING SUCH STREETS UP TO ' ° °° e
PIN 4742597535 I • ✓ °000eo° 2.(#
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NG:R-8MF I I i I 1 69 �I 25 'o/„ ` m\ \` �\ THE STANDARDS OF THE CIn,OF STATESVILLE BEFORE ANY STREETS ON FINAL PLATS o,�/�R/ c'P`� a'o/C ve o``
• 1 I 60 I I I / ��ry"�%�,! t \ ARE ACCEPTED.
�r,iiS�CASs�os� di°j1i1n► g0�e`
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Drawn
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_= -__ ► . - 6+°° _- -+ !-- "` o PROPERTY
"""'� N BOUNDARY p rtm n Man 9 r eo eat
- ___ _.-I�- �: _) 6+°0 - -� 17 - "\isi \ 1 8068.14 Sq. Ft. 36 7200.00 Sq. Ft.
_ ' I' I►- __ , - 5+°g o_ {- •=. . "s �_ °23� P. Mu P. Murphy
Deg et
R.
°;° co \ °° �/ � _____COTTON
Nv�D � �--- - - N 3 7200 00 Ft 38 7200 00 Ft rint/Pi ate -
a9 2 7200 00 Sq. Ft 37 7200 00 Sq. Ft Murphy
2..Go �'S9'ooe r�ii �i F
__..._ _"'� 16 .,' i0t D•.
I ..� ..®��. ®"F______55,737:
y- gT 13 14 .,- 4 7200.00 Sq. Ft. 39 7200.00 Sq. Ft. Februray 12, 2020
1 / ASbuilt Drawn Asbuilt Date
711 12 ' I . / / PROP. LOCAL STUDY 100-YR FLOOD-HAZARD LINE WITH PROPOSED TOPO 5 7598.44 Sq. Ft. 40 7200.00 Sq. Ft.
j 8 9 10 1 1 T j 6 7200.00 Sq. Ft. 41 7200.00 Sq. Ft. - -
. 5 6 7 1 / 7 7200.00 Sq. Ft. 42 7200.00 Sq. Ft. Client
•
TOLBERTMARYE ! 1 4 JI EX. LOCAL STUDY 100-YR-FLOOD HAZARD LINE WITH EXISTING TOPO
DB 2404,PG 1900
PINK
ZONING 9RA68 I ' 8 7200.00 Sq. Ft. 43 7200.00 Sq. Ft.
I / 9 7200.00 Sq. Ft. 44 8042.39 Sq. Ft. • The Johnson Group, Inc,
' ! I R6 .,J_. !" N$�t3`53.10 W _
30676T \ 10 7200.00 Sq. Ft. 45 8312.84 Sq. Ft.
.. . -. _ . .. • .,.. .�- --- ____._ -- �/ 323 WALNUT STREET
. _ ° 11 7800.00 Sq. Ft. 46 8558.13 Sq. Ft. STATESVILLE, NORTH CAROLINA 28677
N6°28 03.24 W
11_ BEAVER VERA LROUTMAN 12 10083.27 Sq. Ft. 47 8051.71 Sq. Ft. P: [phone] '
DB1025,PG100 13 7151.21 Sq. Ft. 48 7613.48 Sq. Ft.
I PINK ZONING::NA 3
I TOLBERT CARL P+MIARYE I 14 6292.00 Sq. Ft. 49 7200.00 Sq. Ft.
STOVER RANDALL W II+NATALIE DB 2'287,PG 2246
DB„77,PG 63 PIN 90347 15 7027.53 Sq. Ft. 50 12090.44 Sq. Ft. Project
PIN#4742593105 I ZONING:RA - 'f '
ZDNING:RA I 16 8278.43 Sq. Ft. 51 1231_6.54 Sq. Ft.
I 17 7672.62 Sq. Ft. 52 9696.57 Sq. Ft.
Pine
18 . 7473.43 Sq. Ft. 53 6850.57 Sq. Ft. Forest
MIN 50'@ SETBACK
19 7492.78 Sq. Ft. 54 6481.14 Sq. Ft.
20 7146.32 Sq. Ft. 55 7200.00 Sq. Ft.
>. 25'REAR YARD 25'REAR YARD 21 12784.21 Sq. Ft. 56 7200.00 Sq. Ft.
SETBACK(TYP.) SETBACK(TYP.) 22 12893.48 Sq. Ft. 57 7200.00 Sq. Ft.
o Q�� ie ;X Drawing Title:
I--I },p 23 13921.27 Sq. Ft. 58 7802.40 Sq. Ft.
y 8
= WIC r¢ 7 120' 24 11577.50 Sq. Ft. 59 7679.16 Sq. Ft.
h ..
I , � Q'I ,� 25 12155.34 Sq. Ft. 60 7200.00 Sq. Ft. Overall Its
Plan
GRAPHIC SCALE E-CDo - o 26 7735.82 Sq. Ft. 61 7200.00 Sq. Ft.
-100 0 50 100 200 400 25'FRONT YARD h�L 25'FRONT YARD J� 27 7200.00 Sq. Ft. 62 7200.00 Sq. Ft.
SETBACK( SETBACK(TYP.)
.. '' _, .. . Sq. F . Sq. F .
„ ,,, TYP.) TYP.
28 7200 00 t 63 6601 14 t
RIGHT OF WAY 29 7200.00 Sq. Ft. 64 6852.73 Sq. Ft.
( IN FEET ) -
1 inch = 100 ft. PUBLIC RoaD 30 6840.06 Sq. Ft. 65 6853.73 Sq. Ft.
31 8904.15 Sq. Ft. 66 6598.86 Sq. Ft. ,
LOT
8397.54 Sq. Ft. 67 7200.00 Sq. Ft.
LOT 33 7994.82 Sq. Ft. 68 7200.00 Sq. Ft.
NOTES FOR AREAS WITHIN NC DOT R/W: SETBACKS 34 7994.82 Sq. Ft. 69 7200.00 Sq. Ft. Project No. DrawingNo.
1. PAVEMENT WITHIN NCDOT R/W TO BE A MIN OF 3"OF S9.5C SUPER PAVE
2. EIGHT (8") INCHES OF ABC STONE TO BE UTILIZED WITHIN NCDOT P1W N.T.S 35 9157.69 Sq. Ft. 70 7679.16 Sq. Ft. 2712
3. 2'-6" CURB AND GUTTER WITHIN THE NCDOT R/W. CURB TO BE TAPERED AT ENDS. DWG File Name.
2712-Site Plan
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1

i
j .,.. ...-.-. DA ISSUED• TE ISS D FOR REV
SSMH# 10 � a,�.. ;
----.........sumaC,=. ---• ,;,•1,02, , RIM: 817.37 I .
�1 � �any WV. OUT' 810.32 77 10/05/18 Initial Submittal to City of Statesville 0
/ •
�� �.! 11/16/18 Second Submittal to City of Statesville 1
•
( :
�..• 04 05/10/19` Second Submittal to NC DOT 2
I BMP MAINTENANCE AND e5�` ° S
ACCESS EASEMENT y926o �` ' \ k 09/19/19 Third Submittal to City of Statesville 3
• 1\4\ 1 •
-�� I " 12/16/19 Fourth Submittal to City of Statesville 4
(
2/12/20 Fifth Submittal to City of Statesville/NCDEQ
• ( / -)1: '
SITE
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58.50 - - `
60.00' N I _----_122 n0' \ 1 •
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VICINITY MAP - N.T.S.
I cos PROPERTY LINE 60.00' so.00' ! , ¢ I t •
D C 1 1.44 AC. so.6o' - / l ° 7995 SF ,
it I 1 I so.00' •
/� j -.- a
1' a9.63' so.00 _ 35 w ` / N • \ t \ 1 LOT# LOT AREA LOT WIDTH PAD DIM' PAD TYPE li 15,0'SIDEWALK _ iii ` o ' @ R/W
�9,0�' 37 - 7200 SF 9158 SF 125�' 39 3$ 7200 SF , � o0o ro 1 ^�, `'z?°"-- p BMP 200 1` \ 1 8068.14 Sq. Ft. 60.00' 52'X 70' TDS=3AT •
I s - 7200 SF SLAB p5 �o' 1cD �� e'i� 1 '-. • -.-,-.- f 2 7200.00 Sq. Ft. 60.00' 50'X 70' TDS=3.50' ;
. il _ c 41 40 7200 SF TDS=1,70' PAD=55'X69' /',ti / ,'^ fib' 4 ` j -` 3 7200.00 Sq.Ft. 60:00' 50'X 70' TDS=2.76'
- 7200 SF c GIVE. xo / .
? 43 42 - 7200 SF - TDS=1.66' PAD 50'X70 PAD 1 POANTING o �ti co
o¢tiry Q O 33 PROP. L■ AL STUD 100 YR FLOOD HAZARD LINE WITH PROPOSED TOPO
7995 SF E ° 4 7200.00 Sq. Ft. 60.00' S0'X 70' TDS•-1,31'
I cI "�' \ 44 7200 SF TDS=1.27' 50'X70' + . 5� f a 1� i
PAD= -Pip
_ T �z .i' yo h 5 7598.44 Sq. Ft. 57.67 50 X 69 TDS=0.77.
I i
; �I 45 8042 SF 7200 SF TDS=0,95' PADS 50'X70' PAD=50'X70' 5,0'.IDEWALK '_ --- 60,00' a '/ ;-IrAi. / ( 6 7200.00 Sq.Ft. 60,00' 50'X 70' TDS=0.96'
I 8313 SF TDS-0•95 PAD=50'X 70 _ - '} 6o.ao' �p`y p �� EX. OCAL STU r Y 100-YR FLOOD HAZARD LINE WITH EXISTING TOPO I \ ' \ 7 7200.00 Sq, Ft, 60,00' 50'X 70' TDS=0,96' •
1 ? \ \ TDS=0.95 pAD=50'X 70 �M so.00'
i TDS=0.6T PAD=50'X.70' :1+011
/ -
- 60.00' co / ° \ 8 7200.00 Sq. Ft. 60.00' S0'X 70' TDS=0:96' oD=50'X 68' _ _- so.00' 10 00 Jf _ 7..
`� QPO'� 32 • ", -N. 4+ a COS \ 9 7200.00 Sq, Ft. 60.00' 50',X 70' TDS-.0.96'60.00' � _I_ -- \ 8398 SFi �`� N - 8.4 C. _ ,r / 99 8 A \ 10 7200.00 S Ft 60 00 50 X 70 TDS 0 96_o. 6g . c, __, • 60.00' ill: .0' V--- e� , e� q •
. .
$ / 1
:I Know what's u 11 7800 00 Sq, Ft 65 00 55 X 7U DS 1,14t". "' +00 t \ Ili •N 3 p ,-,. _� 12 100$3.27 sq.Ft. 69.43' 56'X 70' SLAB N�t1 C�a one-call center before you d9
--------1 i I Z5a r- IIII a 6+00 _ • 7 F ti� Too' �o, 3' 0 1 1" It o 0 31 \ - •• , 13 7151.21 Sq, Ft, 44,50' 44'X 71' TDS= 1.62'
i 5 /' -i to 4'.t, ce ...--� y o o 0 $ F _ 14 6292,00 Sq, Ft, 52.00'. 42'X 71' TDS=0.51' ,
s 105.00' __,_ N 0 w tt 9 \ 1 1 $ta r°
j -t�', ti...) ; i ,
r �y� . �;I 65 cn � I N X 04 S 44.01' �i 15 7027.53 Sq.Ft: 48.06 42 X 70 TDS=0.35
' Sx° - lit • .-3.__, c o iv o BMP MAINTENANCE AND \ 16 8278.43 Sq.Ft. 45,50' 42'X 76' TDS=0.19'
I ' ; f "� / /� � 2 p I ti o 0 64 m 6854 SF � � _____`_ `-
�• ro N X ACCESS EASEMENT - -"E 1 7672.62 S . Ft. 4 . 2'X 70' TDS= t 0 75 50 4 0.4
u1 . . 5
W u
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v `� 6853 SF 5 DISTURBANCE BUFF \
V 1$ 50 70
o ' � u/ QO j,l .. o 2 NO DIS URB NCE ER \ ` �/
/ ,�y O� r -ry t�1 n�W o 7473.43 Sq.Ft. 45. 42 X TDS=0.16 s. i - v. / e
q 1 I .....a° - 1 --- - - 19 7492.78 Sq. Ft, 45,50 42 X 70 TDS= 0,15
', .. lir f v, 71P''RQPOSED MAILBOX I G� t? IVi o - ° r ` ON CORRIDOR /
��/ 6851 SF ° sMtssa �
KIOSK LOCATION •a C >t
- ��-, \ 1 1 E T 20 7146.32 S Ft. 66,12 43 X 70 SLAB j I
I/nil I / I i + , 68 DUKE POWER 1 12784 q Ft 181' 52'X 7 SLAB '
/ 2 0'VALLEY COS I m °• o COS ,...,, ` 2 21 Sq. 4 . 2' LAB /.' 4--
-,,;,[.,,,,,
POWER TRANSMISSION TOWER /
' • • •
/ / 7/fr'
0 H E ----- . - . ° 125.4T 13921,27 Sq. Ft. 33.43•
43 X 80 SLAB
2.0'VALLEY 00, `� 24 15 5 '
j .. - ` 1. -- `-- ° C&G - �. 1 77 0 Sq.Ft. 70.79 42 X 69 TDS=2.79 I 1 , "-" ryo 25 12155.34 Sq. Ft: 180.03' 45'X 70' TDS=296'� 1 p N 22 f •
`�, 1 R. Joe awls Associates, Inc.
"� I • VIE
o � ti C&G _ I ' M
Ip 1 \ n.N 30 I 23 e 27 7200.00 Sq, Ft. 60.00i 50'X 70i TDS=2.66' o
I ( o„E ""' 1zo 00 - o I $ 68L10 F \ 12$93 �' ,9 28 7200,00 Sq. Ft. 60.00 50 X 70 TDS=0,64 'Engineering ineerin Land Surveying Planning
t : I 25'NO DISTURBANCE BUFFER • I 66 ao
r Lp ! 1~ �<i S 3921 SF `°', 4A- 29 7200,00 Sq. Ft. 60.00' S0'X 70' SLAB g g y g
i r � � 1 ro W11011-4A / /N. Management
rlilf: I / •
RTRANSMISSION GORRIDOR • ,, , D 26' 1 0 63 I ' 6599 SF ' o -- " J oo. 30 6840.065q.Ft. 57.00' 45'X 70' SLAB 1
= 68'DUKE o o A o • 3 / ^ Sq. -
_ / 9>� �W - • �D 01firmi 1 ' is W 6601 S F I \ \ 55 X 6 / 32 8397.54 5 . Ft. 52.50' 42 X 65 TDS=0 41 1186 Stoi,ecrest a1vd. r E 1 Cay,s e os k (s03)soz 179y
\
I „' SLAB ry^ 31 $904.15 Ft, 42.71' 43'X 70' TDS-1
210.
PAD �` q
� �. 1 • ___ I I 54 rD I " ► ' i I �� v r� �0 74
t 33 7994.82 Sq. Ft. 48.12' 45'X 70' TDS=0.79'
® 1 1 I - I ' 6481 SF °'x II 1 o = ".:
2� $ \ z 5�''3+ 21 o Ilr ill (� 1- I a ,p 1 $ i ' s O• 4.as f 12784 SF 34 7994.$25q. Ft, 48.13 45 X70 SLAB W .r ("►eharrIS.C®� a f 52 / / I ,„ a. j�' ro I67 m J i 7200 SF `� ``ti Q� �� O / 35 9157.69 Sq. Ft, 94,41' 55'X 69' SLAB
�' O 9697 SF / 1 • I , o. „� CLl / / �" (v' °° 36 7200.00 S . Ft. 60.00' 50'X 70' TDS=1.70'
✓ �- I I lit p • I o 1 7200 SF �'x ,� � �� q •
• _ Q y ' 1 ›. -- „ cn 62 I 5, r? (, \ 37 7200.00 Sq. Ft, 60,00' 50'X 70' TDS=1,70'•
r J J pQ cn ' rn D ,� w
�. \ 1 ` n a \ o v 7200 SF _ I 11' \ 24 i_ �� \ <•.., �. 38 72U0.00 S Ft. 60.00 50 X 70 TDS=1.66
4 t 2X11 A N o �� / 1 55 r cn 81 `° ' -w I ,•, i •
�i N 1 q This drawing shall not be used for construction purposes until the
r __i PG' �w I � r I t 'o N 1578 S F ' f I oo 1 39 7200.00 Sq, Ft. 60.00' 50'X 70' TDS=1.2T: seal and signature of the responsible registrant appears on_ the
N " r I \. - 51 7200 SF xt o I I o o 1 CO u N i -r20:0o' IV
drawin and pro er
i 1 I I ro I 1 O p N 40 7200.00 Sq, Ft, 60,00 50 X 7 0 TDS=1.66 g p permit forms and related fees are transmitted
• I I Q 2317 SF i ;� //, o p ! 1 ( _ �'o ° 0 28 ~o,urn R`•'3g, , 1 41 7200.00 S . F . 60.00' 50'X 70' TDS 0.95' by the Owner,Owner's Agent or Contractor to theAuthority
N , 7200 SF �•,,. BMP MAINTENANCE AND having jurisdiction.
I I . I cn u o a o o .
V r1 ' ro 68 a cn o 1 ° + X�' ` ACCESS EASEMENT 42 7200.00 Sq. Ft. 60.00 50 X 70 TDS=0.95 i
\ •
\ 0 0 I o 7200 SF is X o _ o �0, 1 43 7200,00 Sq. Ft. 60.00 50 X 70 TDS=0.95 p g
w.rp r 1 + D a 1 0 �+ --� \ o ^ry / S Cor orate Seal En ineer"s Seal •
s • / , 1 I vIII o NM tt Cn 61 1 i I v _� `-- _. � �6' 6+ T rye, / �� ._`
\ Apo o $ r o �, 1 1z •► f� ;�o 44 8042.39 Sq. Ft. 55.15 50 X 68 TDS-0.67 ��%�►u�U�or�e e`®�®ar�err�oej ?.
+ •1 0 1 D 7200 SF
Z,r12• o t. \ � `' I I 56 r cri 1 w X • \ f. ' / 10,. . 45 8312.84 Sq. Ft. 52.54 50 X 69 TDS=0,75: �>.�`N.°CA/>'p� pi .`® ��\� CA/1'v�/�4i
�'• k i 1 v o 26' i o 'q I i o"'m _ ,. �`� o, .;°°°%/•d�♦ .`� ° °°FESS° ° �/ �'♦
I P o w o O s 46 8558.13 S Ft, 63,95 5Z X 70 TDS 3.00 ESS/
o D o i 7200 SF i 1 9 22' 6 O 27 / I q 20 47 8051.71 S Ft, 52,50' 52'X 70' TDS=2,26'• �`o '1'y ° 2 cue
--\
761 .42 S < Ft. 68. 8 0 X 70 TDS=1.45 co° Cr-' 1 ' '0 50 o I I v n M l °° o�
o N 7200 SF !� 4s 3 q $ s .m SEAL EA
o <r >° oo cn q Q
i
�: ' tt 1 1 �,o oI tt 25 a 7146 SF �'. a�, �e
.t� . 12090 5' co it / / ®� °� z ca: e,
1 m I n 69 II x ° aN
I , I \x I I I 1 12155 SF �`�' q n \ 49 7200.00 Sq. Ft. 60.00 50 X 70 SLAB o o•; � ° ' • �'.� �'�°;
(�(� °c� C�-4168 ° s s� 036836 a°\
i 1//' A /2 V Y S F O)X �~ ` .. 1 o o o V •-.
L£'85+1 •• d J I o 1 a 60 ' I o �.� . o To 50 12090.44 Sq, Ft, 47.73' 43'X 80' SLAB .e °•FAr'/A S\1�a° : A d' `�°
_ a O - ...:. �° I D - I) 1N 4? 9 ,,© /O,/ O./� o f/ ^p "'•`+•12 ^'�• ♦ °oo NG& ° '` ♦ "r }°�°
+ 8 0 •.,' 0 - , O _ C.71I'- _ O O 1 1 _ 6��� I ry h�. �/h / 2.0 i i i ♦I °P00000000 +�y / °OOo o°° Q �`
o o q< 2 s °°°°° q
64.49' 57,67 so.00 57u'v, p iil„ x W 7200 SF c 1.10 i �05 �`' �',/`y a 'ti o r��� cPf ASSoGo �� /cK L °����a.
1' ,e h °1 , 51 12316.54 S Ft. 49.19 43 X 80 SLAB r \
I
I. NI v o 1 t111111 v O�` /o o i `r n \ 52 9696.57 Sq, Ft, 75,05 4Z X 60 SLAB r,o4„ `�����° w i z�zU°�oa'r re��®�°�
1.0'X 70'NCDOT SIGHT I I
I I DISTANCE TRIANGLE I 01 7200 S' F X 1 o ro I p N ^6sP/ '26 ^,^" �h4' 19 / ^ 53 6850.57 Sq. Ft. 42.50' 42'X 70' SLAB n'r:,, . . ..,
Q
I I. ' / j /. 7493 SF 54 6481.14Sq.Ft, 54,00 44 X70 SLAB
. o ( I '1/' I v 1 d o N 7736 SF n /, •O�• ho / q. Ft. 60.00' 50'X 70' SLAB Pro'ect M Ina er..,,-.x- ..,. - -.-«_. Drawn
2.5'STANDARD I.
,+ r II \ -:P p / 55 7200 00 S 1 g «-r m . ,.
C&G WITHIN NCD T W ro 70 (.9. I o? ,�_. 2 0
I r o I 1110)61t
-a IW1 � 0 _ - + i ® �� a / 1 56 7200.00 Sq.Ffi. 60.00 50 X 70 SLABt (TO BE TAPERED T�NDE:o _ oI I X 20•S 1.95' --� / j '�..� `' D. Gates C. Brown° ar 0 49 o m 59 1 7679 SF A 1 s 1 p`Lo 'oQ 57 7200.00Sq.Ft. 60.00' S0 X 70 SLAB •
47 48a u I �'� 'O 105.00' o « / ii �� De artmerit Marla er CheCkad«1 46 7200 SF w o o N 7679 SF - O S8 7802.40 Sq. Ft. 50.42' 50'X 70' TDS=0,56' p g •
• 8052 SF ' 7613 SF tl cn `n 1 1 X o v 10+ �� ' S°� Q��O 18 ~ 59 7679.16 Sq. Ft. 49.40' 49'X 70' TDS=2.65' P. Murphy P. Murphy
�I 8558 SF I 58 o _-- 105.00' - ,��
I 7802 SF rnX �. - 20. v ► �`� 402 g+oe s 1 . �' 7473 SF 60 7200.00S Ft. 60.00' S0'X70' SLAB Frint/PiotDate
SLAB o V1 1 N S 105.00' F+ - o ^�� ' q• i
TDS=3,00' TDS=2.26' TDS=1:45' -
!50,X 70' 1 O, �S p-
,.. g+00 I___.-.--- I ,r '� p`t.th13 ' 61 7200.00 Sq, Ft. 60,00' 50'X 70' SLAB
L PAD=52'X 70' PAD=52'X 70' PAD=50'X 70' PAD __ -:, :5'`9 s F. " - / \
___ ` 7 00 - -I--- ■+-_ 1 / T
�' ' \� / ��' 62 7200.00S Ft, 60,00' 50'X70' SLAB Februray 12, 2
�0 020N.• iff 4oa - ? 1o5.00' _ �� A� _ + 1 "`- ■ -�. QO \ p Asbuilt Drawn Asbuilt Date
r ' _._.----^-- h �'S F - Q,`ti oAS 63. 6601.14 Sq.Ft. 55.02 45 X 70 SLAB
■■
11 „ c��o N� ©_ _,._ 6.92 60.00' �q`l 6+00 t ,. 1? 5r 16 \
, 63.96. 0 23h s •F 5z.5 ' 4i,e• N z -s F---' �' 2s / a 50' -.._--..-- '- p,2 X 9 � `: • 64 6852.86 Sq. Ft. 42.50' 42'X 70' TDS=3.10'
av a - 5+� I - VC N`' ".. 70' 7PP pS \ 17 ,E 65 6852.86 Sq,Ft. 42.52' 42'.X 70' TDS=0.23' Client
° � /,ti �'�� + o �L __ _ -- 0 23 1 =42 x 7673 S F
�./ /' .� ® ._--- COTTON Ft -� 69-43' s� r _ XT1 'AD , 66 6598.86Sq.Ft. 54.98 45 X70 SLAB+ 00 , {.,, Q S ��,,r�� _- --WWI
-_-- -` I PAD-420 �Q�/04( EY \
i ' 2+00 r�t�'UO£=� I �.N -- 65.00' _.. 1 44'X71' ,51' \ BMP #100 The Johnson Group, Inc.
0 0 1+00 0 - �- ' p��LIC RAW _ TDS \
\ 16 % Oh On 0. u , n
- u-
I I - I-o+ - -� I u L6•LZ 55 ft✓ 111111w---
6o.00y ® TD - C&G / 68 7200,00 Sq. Ft. 60.00' S0'X 70' TD5 03TPAD S_ _o _ - 78 ik 69 7200.00Sq.Ft. 60.U0' S0 X70 TDs=2.6 323 WArNUT STREET
so.00' - PAD=56'XTO' 15 8 \
�-- 2 SF t
�,, 0 ii��-� ■ >• 60.06' SF F ✓ 70 q Ft. 4 70 T AR N 86,'
! � - GSLAB a T
66.00' ___ -.... 13 - 14
-` oa 6o.oaso.oa o 30-.4 z2.os� .0.-__ --
P TDS=.0•96' - 50'X70' PAD=50'X70' I 7028 S 7679.165 49 40' 9 X SLAB ST�a rESVI�LE, NORTH C C�� I A 2 -7
so. PAD= TDS=0.96 s �'r 1 7151 SF 6292 - �� ''/'
fi. 6
•
• // _ 60.00 -. _ _""- PAD=50'X70' 5.bDEKLK 12 \ / P: (`704) 99 -5978
�I PAD=50'X 70 TDS=0.96' 1 1 1• \
11,11 PAD=50'X 70 TDS=0.9610 10083 SF 01 i
- PAD=.50'X 70' PAD=50'X70' =50'X 70' P'D=50'X 69' TDS=0.96' - 9 7$00 SF i ' h %` / _
� t���D 7200 SF
�l1fII N NCI T R/�S=3.50' TDS=2.76' =Q l�E. eC G>g�QLEY $
7 72e0 SF s7.54' 5�.z5' BMPAM CIESS EASEMENTrt•
1 TO BE TAPER: III 'T ENDS) 6 • 7200 SF I 52.00'
1 2 3 _ 4 5 t 7200 SF 7200 SF \ 59.50' -- PineForest II
80.8 SF a 7200 SF 7200 SF 7200 SF 7598 SF
�43' DEAD END / PAD WIDTH SUMMARY
BARRICADE PROPERTY LINE
65.o0' 1 ( / \_.GULLY TOP
60.00' w "�1 I -.
•
► o \ / - 42' LOTS - 12 UNITS I
I � so.00' 1
_ so.oa I \ / - 43' LOTS - 5 UNITS
I 10'X 70'NCDOT SI e HT 60.00' 60,00' _ �i 11 / c/ - 44' LOTS - 2 UNITS
•
•
DISTANCE TRIANG E 4,96' \ / -� �'� �`� 144.604' - 45 LOTS - 6 UNITS
• I• - 74.4T - 60.00' 60.00' - 60.00' 25.93' - - , - �- - -
N9°13'53.10 W DrawingTI :
COS i -
306.76T ' -,-.--'-- ' `',,,,, \ \- - 50' LOTS 34 UNITS
it 464, 0,67 AC, _-__ 2z'55.65°w _'`` - 49' LOTS - 3 UNITS•
EX, ROAD
605.781' ��
_ - _ • -•- - 52' LOTS 4 UNITS
rl6°za 03.24°w - 55' LOTS - 3 UNITS
EX. EDGE OF PAVEMENT GULLY TOP I 56' LOTS - 1 UNITS
• GULLY CENTER - ---
•
GRAPHIC SCALE
-50 0 25 50 100 200
•
�NPINE LA zsVE.11 ati/t 44,. t Draawtra No.
NOTES FOR AREAS WITHIN NC DOT R/W:
( IN FEET ) 1. PAVEMENT WITHIN NCDOT R/W TO BE A MIN OF 3"OF S9.5C SUPER PAVE 2712 _,. •
1 inch = 50 ft. 2. EIGHT(8") INCHES OF ABC STONE TO BE UTILIZED WITHIN NCDOT RAN • D'.W/f'a File Nat
•
3. 2'-6"CURB AND GUTTER WITHIN THE NCDOT RAM CURB TO BE TAPERED AT ENDS. ,�,
2712-Site Plan
_.. . . .._w_z. ,-..°....., _,,.,_.-. .. ._ran:.,.,.• :,_. , : ...w•. _._ _.. .,_....1 -_ .:: ._

Wym Im
CONTRACTION
JOINT 5'
5' TY
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EXPANSION d
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4
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ISOMETRIC VIEW
1/2"
`
- 1/8" 1/4" E —' TOOLED EDGE
TOOLED EDG
E 1/8" RADIUS 1/4" U13" RADIUS
7
I f
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d.
1_
PLACE SEALANT ZZ' EXPANSION
IN SAW CUT MATERIAL
CONTRACTION JOINTS EXPANSION JOINT EDGE
I
SECTION VIEW
NOTE:
1, INSTALL 1/2" EXPANSION JOINTS AT 50' O,G AND WHERE WALKS ABUT OTHER WALKS, OR
OTHER CONSTRUCTION. SCORE WALK TO A DEPTH OF DA AT 5' TO V O,C.
2. ALL SIDEWALKS SHALL BE 3000 PSI.
3, CONCRETE SHALL BE BROOM FINISHED WITH 2.5" STRIKING AROUND EDGES TO GIVE A
PICTURE FRAME APPEARANCE.
I
DETAIL # REVISED
„ CITY T ILL STREET
ST-9 MAY 2016
. It1UUStRX=AGRiCUY.TURE
PUBLIC WORKS DEPARTMENT Concrete Sidewalks SCALE: SHEET #
N.T.S. 1 OF 1
CITY OF STATESVILLE
PUBLIC WORKS DEPARTMENT
a'' :'�z3�Y3�S •�r'�a'$�',,.rSG yi 5"'�c y`.$1�.#e°s+`%z,��3
I
OPTIONAL CUL-DE-SAC
DETAIL #
REVISED.
STREET
ST-2
MAY 2010
Residential
SCALE:
SHEET#
Cul- a -SIC
N.T.S.
1 OF 1
Outdoor Parcel Locker
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NOTES:
1, CURB SHALL BE DEPRESSED AT
DESIGNATED AREAS EVEN IF SIDEWALK IS
NOT T ERE
i
H ISOMETRIC VIEW I
2. ALL HANDICAP ACCESS RAMPS SHALL BE
INSTALLED AS PER A.D,A. SPECIFICATIONS,
3, NO SLOPE ON THE WHEELCHAIR RAMP
SHALL EXCEED 1"112" (12:1) IN
RELATIONSHIP TO THE GRADE OF THE
STREET, CURB AND GUTTER SEE PLANS
BEYOND
PAVEMENT SIDEWALK
x
;t
11-T-111 11
12:1 MAX SLOPE �
CURB
SECTION A -A i
i
I
,`1 ATE DETAIL # REVISED
CITY OF STATESVILLE
STREET ST-110
MRUSTRY'AGRiCUUURE..:
' PUBLIC WORKS DEPARTMENT Accessible Curb -Cut
SCALE:
LE: SHEET#
N.T.S. 1 OF 1
2'-0"" VALLEY GUTTER
•d: a \ 'tom
24"
24" CURB & GUTTER SECTION
JOINT SEALER ' JOINT SEALER -
R 118" R 1/8"
d a a• • a' a. a e d
v °` a6 e as T—I� 112� vd
JOINT, FILLER
TRANSVERSE EXPANSION JOINT CONTRACTION JOINT
NOTES;
1. CONTRACTION.JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS UNLESS A CURBING MACHINE 15 USED, THEN 15 FOOT JOINT SPACING
MAY BE USED. JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2, CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS,, WHERE SUCH
JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2 INCH SHALL BE OBTAINED.
3, ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT SEALER.
4. EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
5. ALL CURB AND GUTTER SHALL HAVE A 3000 PSI COMPRESSIVE STRENGTH @ 28 DAYS,
6. WHEN NECESSARY AS PER NCDOT OR THE CITY ENGINEER, USE MOUNTABLE CURB AND GUTTER AS PER NCOOT STANDARD#846.01.
DETAIL # REVISED
ITY STATESTREET [� 0
anu(israr•AarlcutTURe r
Curb Critter Section SCALE: SHEET#
TJ`t .,.,' •,0 N.T.S. 1 OF
—
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NOTES: (\
1. CURB SHALL BE DEPRESSED AT DESIGNATED
AREAS EVEN EVEN IF SIDEWALK IS NOT THERE
2. ALL HANDICAP ACCESS RAMPS SHALL BE ISOMETRIC VIEW
INSTALLED AS PER A.D.A: SPECIFICATIONS.
3. NO SLOPE ON THE WHEELCHAIR RAMP SHALL
EXCEED 1"!12" (12:1) IN RELATIONSHIP TO THE
GRADE OF THE STREET.
CURB AND GUTTER
BEYOND
SEE PLANS
PAVEMENT
SIDEWALK
4 :.d
1d Q
Q
t.
1 �
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I
12:1 MAX SLOPE
CURB
SECTION A -A
DETAIL #
REVISED
°
-
IT F T T VIL
ROADWAYS
8T-11
kN0U5TRY•AGR4�UtTUR'
Accessible le urb®Cutt
z.`.
SCALE:
PUBLIC WORKS DEPARDEPARTMENT'
tHETInters
ction
N.T:S.
1
q
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w Q ° a ? : 1. ALL CONCRETE SHALL BE 3000 PSI.
CURB SHALL BE TAPERED TO FINISH FLUSH WITH SIDEWALK.
CONCRETE DRIVEWAY APRONS, SIDEWALKS (WHEN
CROSSING DRIVEWAYS), AND CONCRETE DRIVEWAY TIE-INS
e 46'
>.,.
d•
d , � SHALL BE 6"THICK, MINIMUM..
4. RESIDENTIAL DRIVEWAY TO BE 13' MIN TO 24' MAX IN WIDTH.
5. BEGINNING RADIUS SHALL NOT ENCROACH ON ADJACENT
PROPERTIES BASED ON A PROJECTION OF PROPERTY LINE
3•,T• CONCRETE SIDEWALK FROM THE RIGHT-OF-WAY TO THE CURB LINE.
5'TYPICAL 25 2.5' 6"
PLACE 1/2" EXP. JOINT MERE WHEN
CROSSING EXISTING CONCRETE DRIVES W00
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THICKNESS 6" I 12 D/W
-`i RAMP LL w
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PAVEMENT
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DRIVEWAY BY OTHERS I I li
_1-11T-1--1-11-11_
WIMAX. RECOMMENDED GRADE
PLACE 1/2" EXP. JOINT HERE WHEN (YUN.THICKNESS
CROSSING EXISTING CONCRETE DRIVES
SECTION A -A
DETAIL # REVISED
STREET
CITY T T ILL
ST-8 DEC 2010
h
j�IN+JUSTRY�AG IR CU4TURE: } ''
PUBLIC WORKS DEPARTMENT Residential Driveway CutSCALE. sHEEr#
N.T.S. 1 OF 1
10'-01, VARIES
—UTILITY - _5'-0"--6'-0"— —C
ESMT (MIN, 6") PLANTING
STRIP —B
VARIES WITH
STREET TYPE SEE NOTE 5
12 12 12 SEE NOTE 4
12 — 1 /4
1/21— 1/2 1 1/4F_
=1 I =1 I I —I I I-
III-
E NOTE I=T= I f ,,� I -I —I Dr�(1=r:T 11
COMPACTED SUBGRADE
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VARIES 10'-011
--6'-0"---5'-0"- - UTILITY --
PLANTING (MIN. 6") ESMT.
STRIP
1 �1
12 1/2 12 _
1/2— 1/4 — I=1TI=1 I I-rl I'� I
11 T i t-1'T'I—�
E
STREET SECTION DIMENSIONS
A
B
C
D
E
STREET TYPE
MINIMUM RIGHT -OF-
MINIMUM
BACK OF CURB TO
COMPACTED ABC
SIDEWALK
WAY WIDTH
PAVEMENT WIDTH
BACK OF CURB
THICKNESS
REQUIREMENT
1
COLLECTOR (100
60'
32'
37
8
BOTH SIDES OF
PLUS DWELLINGS
STREET
SUB COLLECTOR (25-
ONE (1) SIDE OF
2
99) DWELLINGS
55
26
30
6„
STREET
3
LOCAL (10-24)
501
1
22
1
26
1
6'
ONE (1) SIDE OF
DWELLINGS
I
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STREET
4
MINOR (1-9)
50,
20'
24'
6"
ONE (1) SIDE OF
DWELLINGS
STREET
NOTE: PAVEMENT WIDTH DOES NOT INCLUDE WIDTH OF CURB AND GUTTERS,
(BACK TO BACK CURB DIMENSIONS GOVERN.)
NOTES:
1. * = 2:1 MAX., 3:1 RECOMMENDED
2. SIDEWALK IS ONLY REQUIRED ON ONE SIDE OF STREET EXCEPT FOR COLLECTOR STREETS.
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3. PLACE COMPACTED ABC UNDER CURB AND GUTTERS.
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4. ONE AND ONE HALF INCH 1-1/2" SUPER PAVE S9.5B BITUMINOUS CONCRETE BINDER COURSE
()
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5. ONE INCH (1) SUPER PAVE SF9.5A BITUMINOUS CONCRETESURFACE COURSE ONCE CONSTRUCTION IS FINAL.
6. UTILITY EASEMENT TO BE CLEARED AND GRADED.
7. TRANSFORMER PADS TO BE WITHIN 15FT OF BACK OF CURB, UNLESS APPROVED OTHERWISE,
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8, TRANSFORMER PAD LOCATION MUST BE SHOWN ON THE SITE PLAN AND GRADED DURING STREET CONSTRUCTION.
—
CAI
10/05/18
Initial Submittal to City of Statesville
0
11/16/18
Second Submittal to City of Statesville
1
05/10/19
Second Submittal to NC DOT
2
09/19/19
Third Submittal to City of Statesville
3
12/16!'19
c '
( Ili
Fourth Submittal t> City of Statesville
Y
4
2/12/20
i f Statesville / N DE
Fifth Submittal to City o Stat e C Q
Y
5
!`Y If
' .. Joe Harris s: Associates,
Engineering - Land Surveying - Planning
Management
1 186 Stonecrest Blvd., Tega Cay, S.C.29703 Y: [phone]
www.rjoeharris.c®
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
e`�{{{{avarraii�� `0151111111��
®® ©o F ES S/ * `n q ®®,J ®v® ®° �pF E
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o C-4168 � a 036836 n W
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✓'��i�R�Sc4C A J, S�G % 7 2t �r/Cl�
Project Manager Drawn
D. Gates C. Brown
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Date
Februray 12, 2020
Asbuilt Drawn Asbuilt Data
Client
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine Forest II
Site Plan etails
Project No. Drawing No.
2712
DWG File Narne:
2712-Site Plan SP—

GENERAL NOTES: EROSION CONTROL ,,_
CONSTRUCTION SE(UENCE . . ` /
. . 1. CONTACT THE SEDIMENT CONTROL OFFICE NOT LESS THEN 48 HOURS BEFORE COMMENCEMENT OF THE LAND -DISTURBING ACTIVITY. THE DEVELOPER SHALL ALSO CONTACT THE COUNTY AFTER THE REMOVAL OF THE TEMPORARY SEDIMENT % %
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM IREDELL COUNTY AND/OR LOCAL REVIEW AUTHORITY. CONTROL MEASURES:
2. SET AN ON -SITE PRECONSTRUCTION CONFERENCE WITH IREDELL COUNTY EROSION CONTROL INSPECTOR. PRECONSTRUCTION CONFERENCE SHALL BE USED TO
2. INSTALLATION OF INTERIM EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT MEASURES MUST TAKE PLACE INITIALLY BEFORE THE COMMENCEMENT OF ANY LAND -DISTURBING ACTIVITIES. , ,
CLARIFY THE SEQUENCE OF ACTIVITIES AND ITEMS OF CONSTRUCTION THAT MUST. BE ADDRESSED PRIOR TO BEGINNING GRADING ACTIVITIES. _ �-
3. INSTALL CONSTRUCTION ENTRANCES FIRST, BEFORE.ANY OTHER ACTIVITY HAS BEGUN. NEXT INSTALL ALL TREE.PROTECTION FENCING AS SHOW ON THE EROSION 3. THE DEVELOPER ENGAGED IN OR CONDUCTING THE LAND -DISTURBING ACTIVITY.SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AND FACILITIES DURING o�. /
CONTROL PLANS. THEN INSTALL SILT FENCE, SEDIMENT BASIN, SKIMMER BASIN, TEMPORARY DIVERSION DITCHES AND CONCENTRATION OUTLETS AS SHOWN ON.THE THE DEVELOPMENT OF A SITE, AS REQUIRED BY THE APPROVED PLAN OR ANY PROVISION OF'THIS CHAPTER: OPERATIONS AND MAINTENANCE CONDITIONS SHALL BE INCLUDED IN THE PLAN OUTLINING HOW THE DEVELOPER INTENDS TO PROVIDE FOR a,
EROSION CONTROL PLAN. CONTRACTOR SHALL CLEAR AND GRUB ONLY AS NEEDED TO INSTALL THE REQUIRED EROSION CONTROL DEVICES. NOTIFY THE IREDELL OPERATIONS AND MAINTENANCE DURING CONSTRUCTION: C�
COUNTY EROSION CONTROL INSPECTOR ONCE ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND UPON SATISFACTORY REVIEW OF THE EROSION 4. FOLLOWING SOIL DISTURBANCE OR REDISTURBANCE, ALL PERIMETER SEDIMENT CONTROLS SHALL BE INSTALLED AND TEMPORARY STABILIZATION MEASURES SHALL BE COMPLETED ON TOPSOIL STOCKPILES PER THE NEW REQUIREMENTS NOTED IN
CONTROL DEVICES BY THE IREDELL COUNTY EROSION CONTROL INSPECTOR CONSTRUCTION MAY PROCEED, AT THIS TIME CONTRACTOR MAY CLEAR AND GRUB THE THESE DETAILS. THESE REQUIREMENTS REFER TO ANY PERIODS OF INACTIVITY, z;
REMAINDER OF THE SITE. , .
5. AREAS AT FINAL GRADE SHALL RECEIVE PERMANENT STABILIZATION MEASURES PER THE REQUIREMENTS NOTED ON THE NEW STABILIZATION CHART..
4. MAINTAIN EROSION CONTROL DEVICES AS NEEDED AND/OR SPECIFIED. SEDIMENT BASINS SHALL BE INSPECTED AFTER EACH.RAINFALL ENSURING THAT ADEQUATE LL T - / °
E I T 6. THE RESPONSIBILITY FOR MAINTAINING ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AND FACILITIES AFTER SITE LAND DISTURBING ACTIVITY IS COMPLETED SHA LIE WITH . HE LANDOWNER OR PERSON IN POSSESSION OR SITE
SEDIMENT STORAGE IS AVAILABLE AT ALL TIMES AND THE GRAVEL AND RIP RAP OUTL T S UNOBS RUCTED (FREE OF DEBRIS). ALL EROSION CONTROL• FEATURES
SHALL BE INSPECTED WEEKLY OR AFTER EACH RAINFALL, WHICHEVER COMES FIRST, CONTROL, EXCEPT FACILITIES AND MEASURES INSTALLED WITHIN ROAD OR STREET RIGHT-OF-WAYS OR EASEMENTS ACCEPTED FOR MAINTENANCE BY THE LOCAL MUNICIPALITY. Z
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES TO MINIMIZE EROSION AND SEDIMENTATION, ADDITIONAL 7. APPROVED PLANS REMAIN VALID FOR THREE YEARS FROM THE DATE OF AN APPROVAL.
MEASURES SHALL BE INSTALLED AS DIRECTED BY ENGINEER AND IREDELL COUNTY INSPECTOR, 8. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING
6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. :
DEPARTMENT OF AGRICULTURE AND THE LOCAL GOVERNING AUTHORITY STANDARDS. 9. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. PLEASE SEE CHART FOR STABILIZATION REQUIREMENTS. / Ftd.
7. SITE SHALL BE STABILIZED PER THE STABILIZATION REQUIREMENTS NOTED ON DETAILS SHEET. TIME FRAMES REFER TO ANY PERIOD OF INACTIVITY. 10. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS. IF SITE INSPECTIONS IDENTIFY BMP'S THAT ARE DAMAGED OR ARE NOT OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED AS SOON AS Murdock
Amity /. .
8. ONCE THE SITE IS STABILIZED AND THE LOTS ARE READY FOR DEVELOPMENT, INDIVIDUAL LOT EROSION CONTROL MEASURES MUST BE USED ACCORDING TO THE PRACTICAL OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. --_ I Rd. -�,
INDIVIDUAL LOT EROSION CONTROL CHART IN THE DETAILS SECTION, -'
L I RDAN E WITH T E NPDES PERMIT DAILY LOG LL BE RE Y AV I R 11. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH, GRASSING IMMEDIATELY
9. DAILY LOG SHALL BE MAINTAINED AND KEPT ON SITE AT A L T MES IN ACCO C H SHA ADIL A LABLE FO AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BEFILTERED TO REMOVE ANY SEDIMENTS BEFORE `� � 1
INSPECTION BY THE ENGINEER AND/OR IREDELL COUNTY INSPECTOR AT ALL TIMES. DAILY LOG SHALL NOTE THE DATE, CONSTRUCTION ACTIVITIES AND.RAINFALL DATA � -
(AT A MINIMUM). BEING PUMPED BACK INTO ANY WATERS OF THE STATE. •,\
10. PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AND SUBMIT A 12. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL -
SELF -INSPECTION REPORT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL IS BEING FOLLOWED, DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL ONLY BE REMOVED ONCE PERMISSION HAS BEEN GIVEN BY THE IREDELL COUNTY
A LIST OF POSSIBLE PHASES MAY INCLUDE: INSPECTOR. \II C I N I TY IVIAI�' N. T. '
-INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. 13. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAYS) FROM: CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL AND IT SHOULD BE
INSTALLATION OF SEDIMENT TRAPS/BASINS. REMOVED IMMEDIATELY FROM ROAD, NOT AT THE END OF THE DAY.
-CLEARING AND GRUBBING OF EXISTING GROUND COVER. LEGEND:
COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION Of STABILIZATION. 14. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING CONSTRUCTION OR OBTAIN
INSTALLATION OF MEASURES DURING ANY PHASE OF TFIE PROJECT. APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH N.C. GENERAL PERMIT NCG010000,
-COMPLETION OF CONSTRUCTION OR DEVELOPMENT, 15. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR DIVERT SEDIMENT -LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS. PROPOSED PHASE 4 LIMITS OF DISTURBANCE
-INSTALLATION OF STORMWATER RETENTION MEASURES. 16. ALL WATERS OF THE STATE (WoS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED
-QUARTERLY UNTIL THE ESTABLISHMENT OF' PERMANENT GROUND.COVER IS FULLY ESTABLISHED. BETWEEN THE DISTURBED AREA AND ALL WOS. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WOS. PROPOSED SILT FENCE
11. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL SUCH TIME THAT SITE HAS BEEN PERMANENTLY STABILIZED WITH VEGETATIVE COVER AND/OR OTHER 17. ALL INLETS COLLECTING DRAINAGE OR THAT MIGHT POTENTIALLY BE AFFECTED BY THE LOT CONSTRUCTION SHALL HAVE INLET PROTECTION. INLET PROTECTION MUST BE MAINTAINED UNTIL ALL AREAS DRAINING TO THE INLET ARE FULLY STABILIZED.
DEVICES (PAVEMENT, STONE, ETC...). INDIVIDUAL MEASURES MAY ONLY BE REMOVED UPON APPROVAL BY THE IREDELL COUNTY EROSION CONTROL INSPECTOR (LQS). 18. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM
SEDIMENT AND SKIMMER BASINS ARE TO BE USED DURING THIS EROSION CONTROL GRADING PLAN. ONCE SITE IS STABILIZED AS DETERMINED BY TFIE IREDELL COUNTY PROPOSED CONSTRUCTION ENTRANCE
'EROSION CONTROL INSPECTOR (LQS): WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
19. PRIOR TO BEGINNING WORK ON THE SITE, CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY POTENTIAL CONFLICTS THEY MAY HAVE WITH THE PROPOSED WORK.
-RE-CONNECT OR INSTALL PERMANENT DRAINAGE PIPES TO FULL LENGTHS . PROPOSED CONCENTRATION OUTLET
-REMOVE SEDIMENT BMPs 20. CONTRACTOR MUST CONTACT NORTH CAROLINA 811 A MINIMUM OF 72 HOURS IN' ADVANCE PRIOR TO BEGINNING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ANY UTILITY COMPANIES THAT ARE NOT UNDER CONTRACT WITH N.C.
-STABILIZE SEDIMENT BMP AREAS (GRASSING W/MULCH OR HYDROSEED) 811 TO HAVE THEIR RESPECITIVE UTILITY LINES MARKED. VERIFICATION OF UNDERGROUND UTILITY LINES PRIOR TO DIGGING IS THE LAW. �u PROPOSED L)OUBLE ROW SILT FENCE WITH WIRE BACKING
-SUBMIT NOTICE OF TERMINATION ONCE SITE HAS ACHIEVED 70% PERMANENT VEGETATION ___
12, STOCKPILES LOCATED ON THIS PROJECT MUST BE A MINIMUM OF 50 FEET FROM ALL DIVERSIONS AND BASINS AND PROTECTED ON THE DOWNSLOPE SIDES. TD PROPOSED TEMPORARY DITCH
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' :' : ; , ;: '. �- •� LIMITS OF DISTURBANCE / i C,2J
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. IN ELEVATION .' ACT. VOLUME'= 84 §8 9F' / ' . i�
\.... /i TOTAL= 25.00 ACt .••'' _ ', • ° , ` /
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THIS S ATE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON '7D TD ��a ` :•
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�� TD TD ll� TD
COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY, NOR IH (n1
CAROLI A DATED 3%18/2008. .'• �,. 1'
..
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WETLANDS AND STREAMS DELINIATED AND FLAGGED BY SOIL & FORESTRY SERVICES OF THE :• . '........... J, .. ,,,, , , ,ti w , .., : `---:...
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CAROLIN AS PA. CONTACT WENDELL OVERBY RF LSS SC FOR ADDITIONAL INFORMATION. -- ::: :::::::...........� ::... :::.: : E: , • • - /'/ : :::: ; :=;'.... .::...
;.: •.:.. _ .: /....�� .: ; : •.. .
WETLANDS AND STREAMS FIELD LOCATED BY R. JOE HARRIS & ASSOCIATES. '� : ::::: =:;
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GRAPHIC SCALE
IN FEET
1 inch = 60 ft,
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10/05/18
Initial Submittal to City of Statesville
11/16/18
Second Submittal to City of Statesville
05/10/19
Second Submittal to NC DOT
09/19/19
Third Submittal to City df Statesville
12/16/19
Fourth Submittal to. City of Statesville
2/12/20
Fifth Submittal to City of Statesville / NCDEQ
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This drawing shall not be used for construction purposes until the .
seal and signature of the responsible registrant appears on the .
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
vin jurisdic ion.
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Februra 12 2020
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Asbuilt Date
Client
Tree Johnson rou Inc.
P,
323 WALNUT STREET
L H A OLINA 28677
STATESVIL E, NORT C R
P: 704 996-5978
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hawing Title:
Initial V r ll lErosion I n
Project No. Drawin Mr.)
2712
D'P/G File Name:
2712-EC Plans
4

DATE ISSUED FOR REV
' ' I,, 1 1 '`�_.•./ /1�—t *THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON
J+ / "'--•_-�/ I COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY,NORTH
j ! Initial ,
1 ]�' � 10/05/18 Submittal to City.of Statesville 0
' / I ' CAROLINA DATED 3/18/2008. 111
I i I / / ' 11 l/ 11
+ / • I 11/16/18 Second Submittal to City of.Statesville 1,
I " -' WETLANDS AND STREAMS DELINIATED AND FLAGGED BY SOIL&FORESTRY SERVICES OF THE �' i
I CAROLINAS, PA.CONTACT WENDELL OVERBY RF, LSS,SC FOR ADDITIONAL INFORMATION. c.. I 05/10/19 Second Submittal to NC DOT 2
INSTALL 231 LF SINGLE ROW SILT FENCE 1 / / f / / ' • WETLANDS AND STREAMS FIELD LOCATED BY R.JOE HARRIS&ASSOCIATES.
(END ROW TO END) F 1
/ ( I //1/ fr7 ' ( 1�l—jam--.���! /
\ 12/16/19 Y
�_ j / I 2/12/20 Fifth Submittal to City of Statesville/NCDEO? 5
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WASHOUT(TYP.) • 7 i / VICINITY MAP - N.T.S.
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TD TD TB - _ t - C PROPOSED CONCENTRATION
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\ • .. :: I EngineeringLand Surveying Planning
(DOUBLE ROW TO END) "' ' • — Nana ement
.4041;
v„ \ POWER TRANSMISSION TOWER•`.• I
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V 1186 Stonectest Blvd.,Tega Cay,S.C.297(k3 P:(803)8021799
b 4 •
` 2 DISTURBANCE BUFFER R • /5'NO STUR NCE FE
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C r \ ` _ '. INSTALL 26 LF SINGLE ROW SILT FENCE
' 1,285 LF TEMPORARY DIVERSION DITCH W/
\ • HECK DAMS FOR EVERY 2 FT DROP IN • �CONC.OUTLET(TYP:). \, (END TO CONC.OUTLET) �y®`hr`�, �I� t+�ry
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ELEVATION �,
�, 1,249 LF TEMPORARY DIVERSION DITCH �\ \ )• , d '
W/CHECK DAMS FOR EVERY 2 FT DROP, •
\ `$' \ ,:' / ( � I
IN ELEVATION •/ • This drawing shall not be used for construction purposes until the
( .OUTLET TO C .OUTLET) seal and signature of the responsible registrant appears on the
\ ' - t- . • INSTALL 134 LF SINGLE ROW SILT FENCE
\ / • I (CONC. CONC.
p �� : # drawing,and proper permit forms and related fees are transmitted
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•
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by • / ;�' -M1 70TAL=25.00 AC±
\,, • a :`•y % • Project Manager Drawn...
\ \ C. Brown
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D. Gates
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• �, / • Department Manager Checked
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` \\ b \ \••: ar t' : I -- -- , , ,I P. Murphy P. Murphy
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4. y -_•
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/ / kif ' // THE JOHNSON GROUP, INC. •
b • —� / • ••
r� 323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677/
•
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4 ' . I-',- GRAPHIC SCALE
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Project No. Drawing No.
/• s • sl
_ 7•
I 2 12
•
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• • / �• •. j DWG File Name:
':,•• N. - \• / r :. c I ''••• "~..�.. 1 inch = 40 ft.
•.mow... _., _

IS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON
JIMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY, NORTH CONC. OUTLET (TYP.) INSTALL 196 LF DOUBLE ROW SILT FENCE —40 0 20 40 80 160
tOLINA DATED 3/18/2008. CONC. OUTLET (TYP.) INSTALL 173 LF DOUBLE ROW SILT FENCE STAGGERED (CONC. OUTLET TO SPILLWAY)
INSTALL 69 LF DOUBLE ROW SILT FENCE INSTALL 149 LF DOUBLE ROW SILT FENCE STAGGERED (CONC. OUTLET TO CONC. OUTLET)
TLANDS AND STREAMS DELINIATED AND FLAGGED BY SOIL & FORESTRY SERVICES OF THE (END TO CONC. OUTLET) (GONG. OUTLET TO END)
IN FEET
ZOLINAS, PA. CONTACT WENDELL OVERBY RF, LSS, SC FOR ADDITIONAL INFORMATION. (
TLANDS AND STREAMS FIELD LOCATED BY R. JOE HARRIS & ASSOCIATES. 1 inch = 40 ft.
EFWMAt111
10/05/18
Initial Submittal to City of Statesville
11/16/18
Second Submittal to City of Statesville
05/10/19
Second Submittal to NC DOT
09/19/19
Third Submittal to City of Statesville
12/16/19
Fourth Submittal to City of Statesville
2/12/20
Fifth Submittal to City of Statesville / NCDEO
This drawing shall not be used for construction purposes until the.
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
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1119111
� 11119
Project Manager
Drawn
D. Gates
C. Brown
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
Februray 12, 2020
Asbuilt Drawn
Asbuilt Date
Client
THE JOHN �1 IRILJ
C"U y INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine Forest 11
Drawing Title:
Initial Erosion Flan
Project No. Drawing No.
2712
DWG File Name.
2712-EC Plans

DATE ISSUE
....._ . _...- , D FOR riEv..
.3
till _
10/05/18 ; Initial Submittal to City of Statesville _ 0
��. 11/16/18 Second Submittal to City of Statesville 1 l
, 05/10/19 Second Submittal to NC DOT 2
a, t
��, 09/19/'19 Third Submittal to City of Statesville 3
,l , • 12/16/'j 9 Fourth Submittal to City of Statesville c'�
,t� 2/12/2U Fifth Submittal to City of Statesville/NCDEG2 5g
SITE o
4.
•
•
Murdock Rd'
A,reify Hill Rd.
: -,A .
VICINITY MAP - N.T.S.
LEGEND:
- � - • PROPOSED PHASE 4 LIMITS OF DISTURBANCE
—C PROPOSED SILT FENCE
LIMITS OF DISTURBANCE me.µ . �„i r
PROPOSED CONSTRUCTION ENTRANCE
TOTAL=25.00 AC± PROPOSED CONCENTRATION OUTLET
WETLANDS
—0—0 PROPOSED DOUBLE ROW SILT FENCE WITH WIRE BACKING
MIRTH c'. . ®/IN 8 ,1
n
'. TD • PROPOSED TEMPORARY DITCH
11 Know what's below.
1..kl:Ikt
sC �_ ::a;:::. `'' . `\ "''•.. ................ . .ivv. �/ .oUi?.,.4.• �.. .- ... .. �1_ � RI CaaalmaOne-Call Center 9���eid� r flu l<I. .„
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30'STREAM BUFFER .� ���� .., ge vye age u& aye • -
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Engineering Land Surveying • Planning
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., • 1186 'tone•est Blvd.,Te a Ca S.C.29708 Y: 803 802-1719
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C
•
CONC.OUTLET(TYP.) .' .- �� \ I I \
STAGGERED �''::: :''• '• �.� I \ drawing,and proper permit forms and related fees are transmitted
I
' �' :'• „ . ���\ by the Owner,Owner's Agent or Contractor to the Authority
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CONC.OUTLET TYP. r......
( } \ s having jurisdiction.
STAGGERED '' ._--
\y :''. \ :: .,- i I _ CorporateSealA11 Engineer's it
:: -�..� ru ui °te rl ui i°
INSTALL 42 LF DOUBLE ROW SILT FENCE :-. '•.\ .'•:': -I......... ....... ...L
.......... <°��� CA R�11°' ,•°,.cV\ CAR0, 4.
(DOUBLE ROW TO END) ......,..' _ \ o~ ��,®FE 3/�•`,/�9 �``'O�°°°°FES°° ���i,
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INSTALL 135 LF DOUBLE ROW SILT FENCE ti 6' :~ o°Q� piy°°9
(END TO CONC.OUTLET) `' ... .... ° Q. t dc�" c^°
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INSTALL 361 LF DOUBLE ROW SILT FENCE `1. v _✓ 1 C! •/`/.' 3611,
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iinnnr nrnrr°
(GONG. OUTLET TO CONC.OUTLET) • ,; I /NV, �U:T.76;4;'43
.... .......
Project Manager Drawn
�♦ D. Gates C. Brown
Manager Checked
.
Department
. ....: ,,- P. Murphy P. Murphy
- _; ? Print/Plot Date
. ; Februray 12, 2020
\ / Asbuilt Drawn Asbuitt Date
PS _ _
R/M
Client
7
/A:
CONC.OUTLET(TYP.) \ SE• �f 87 ` THE ��� ®!�8 GROUP, INC.
STAGGERED \ _ — -/
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
INSTALL 119 LF DOUBLE ROW SILT FENCE
(CONC.OUTLET TO CONC.OUTLET) INSTALL 43 LF DOUBLE ROW SILT FENCE I Project:
(GONG.OUTLET TO END}
' Pine Forest II
CON...................................................
.OUTLET(TYP.)
STAGGERED
1
Drawing Title: •
II
Initial Erosion Plan
GRAPHIC SCALE
*THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON
COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR 1REDELL COUNTY,NORTH —40 0 20 40 80 160
•CAROLINA DATED 3118/2008. lig$ in i F, } a No. Drawing j'io,
liminini "ti` No. y
WETLANDS AND STREAMS DELINIATED AND FLAGGED BY SOIL&FORESTRY SERVICES OF THE 2712
CAROLINAS, PA.CONTACT WENDELL OVERBY RF, LSS,SC FOR ADDITIONAL INFORMATION. IN FEET DWG File Name: -
WETLANDS AND STREAMS FIELD LOCATED BY R.JOE HARRIS&ASSOCIATES. 1 inch = 40 ft.
2712-EC Plans
. - -
.. , • .° . p

__.,..
DA E ISSUED FUR REV
CONSTRUCTION SEQUENCE GENERAL �� ES: EROSION CONTROL i
10/05/18 Initial Submittal to City of Statesville 0
1tri. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM IREDELL COUNTY AND/OR LOCAL REVIEW AUTHORITY, /.1:\
11/16/18 Second Submittal to City of Statesville 1
2. SET AN ON-SITE PRECONSTRUCTION CONFERENCE WITH IREDELL COUNTY EROSION CONTROL INSPECTOR. PRECONSTRUCTION CONFERENCE SHALL BE 1. CONTACT THE SEDIMENT CONTROL OFFICE NOT LESS THEN 48 HOURS BEFORE COMMENCEMENT OF THE LAND-DISTURBING ACTIVITY.THE DEVELOPER SHALL ALSO CONTACT THE COUNTY AFTER THE REMOVAL OF 1
USED TO CLARIFY THE SEQUENCE OF ACTIVITIES AND ITEMS OF CONSTRUCTION THAT MUST BE ADDRESSED PRIOR TO BEGINNING GRADING ACTIVITIES. THE TEMPORARY SEDIMENT CONTROL MEASURES. ; 05/10/19 Second Submittal to NC DOT 2
3. INSTALL CONSTRUCTION ENTRANCES FIRST,BEFORE ANY OTHER ACTIVITY HAS BEGUN. NEXT INSTALL ALL TREE PROTECTION FENCING AS SHOW ON 2. INSTALLATION OF INTERIM EROSION AND SEDIMENT CONTROL AND.STORMWATER.MANAGEMENT MEASURES MUST TAKE PLACE INITIALLY BEFORE THE COMMENCEMENT OF ANY LAND-DISTURBING ACTIVITIES. •
THE EROSION CONTROL PLANS,THEN INSTALL SILT FENCE,SEDIMENT BASIN,SKIMMER BASIN,TEMPORARY DIVERSION DITCHES AND CONCENTRATION • 09/19/19 Third Submittal to City of Statesville
3, THE DEVELOPER ENGAGED IN OR CONDUCTING THE LAND-DISTURBING ACTIVITY SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL 1
• OUTLETS AS SHOWN ON THE EROSION CONTROL PAN.CONTRACTOR SHALL CLEAR AND GRUB ONLY AS NEEDED TO INSTALL THE REQUIRED EROSION MEASURES AND FACILITIES DURING THE DEVELOPMENT OF A SITE,AS REQUIRED BY THE APPROVED PLAN OR ANY PROVISION OF THIS CHAPTER-OPERATIONS AND MAINTENANCE CONDITIONS SHALL BE INCLUDED IN ' 12/16/19 Fourth Submittal to City of Statesville 4
CONTROL DEVICES, NOTIFY THE IREDELL COUNTY EROSION CONTROL INSPECTOR ONCE ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND THE PLAN OUTLINING HOW THE DEVELOPER INTENDS TO PROVIDE FOR OPERATIONS AND MAINTENANCE DURING CONSTRUCTION. -15
UPON SATISFACTORY REVIEW OF THE EROSION CONTROL DEVICES BY THE IREDELL COUNTY EROSION CONTROL INSPECTOR CONSTRUCTION MAY �, 2/12/20 Fifth Submittal to City of Statesville/NCDEQ 51
• PROCEED,AT THIS TIME CONTRACTOR MAY CLEAR AND GRUB THE REMAINDER OF THE SITE. 4. FOLLOWING SOIL DISTURBANCE OR REDISTURBANCE,ALL PERIMETER SEDIMENT CONTROLS SHALL BE INSTALLED AND TEMPORARY STABILIZATION MEASURES SHALL BE COMPLETED ON TOPSOIL STOCKPILES PER �/ o
4. MAINTAIN EROSION CONTROL DEVICES AS NEEDED AND/OR SPECIFIED, SEDIMENT BASINS SHALL BE INSPECTED AFTER EACH RAINFALL ENSURING THAT THE NEW REQUIREMENTS NOTED IN THESE DETAILS.THESE REQUIREMENTS REFER TO ANY PERIODS OF INACTIVITY. SITE
i
ADEQUATE SEDIMENT STORAGE IS AVAILABLE AT ALL TIMES AND THE GRAVEL AND RIP-RAP OUTLET IS.UNOBSTRUCTED(FREE OF DEBRIS). ALL EROSION 5. AREAS AT FINAL GRADE SHALL RECEIVE PERMANENT STABILIZATION MEASURES PER THE REQUIREMENTS NOTED ON THE NEW STABILIZATION CHART. •
•
CONTROL FEATURES SHALL BE INSPECTED WEEKLY OR AFTER EACH RAINFALL,WHICHEVER COMES FIRST. 6, THE RESPONSIBILITY FOR MAINTAINING ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AND FACILITIES AFTER SITE LAND-DISTURBING ACTIVITY IS COMPLETED SHALL LIE WITH THE LANDOWNER OR
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES TO MINIMIZE EROSION AND SEDIMENTATION. PERSON IN POSSESSION OR CONTROL, EXCEPT FACILITIES AND MEASURES INSTALLED WITHIN ROAD OR STREET RIGHT-OF-WAYS OR EASEMENTS ACCEPTED FOR MAINTENANCE BY THE LOCAL MUNICIPALITY.
ADDITIONAL MEASURES SHALL BE INSTALLED AS DIRECTED BY ENGINEER AND/OR IREDELL COUNTY INSPECTOR. 7. APPROVED PLANS REMAIN VALID FOR THREE YEARS FROM THE DATE OF AN APPROVAL.
6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL,U.S. DEPARTMENT OF AGRICULTURE AND THE LOCAL GOVERNING AUTHORITY STANDARDS, 8, IF NECESSARY,SLOPES,WHICH EXCEED EIGHT(8)VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS,IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY Murdock Rd• :,
7. SITE SHALL BE STABILIZED PER THE STABILIZATION REQUIREMENTS NOTED ON DETAILS SHEET.TIME FRAMES REFER TO ANY PERIOD OF INACTIVITY. SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. r Amity Hill Rq
8. ONCE THE SITE IS STABILIZED AND THE LOTS ARE READY FOR DEVELOPMENT, INDIVIDUAL LOT EROSION CONTROL MEASURES MUST BE USED 9. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED.PLEASE SEE CHART FOR •
` ACCORDING TO THE INDIVIDUAL LOT EROSION CONTROL CHART IN THE DETAILS SECTION. STABILIZATION REQUIREMENTS,1
9. DAILY LOG SHALL BE MAINTAINED AND KEPT ON SITE AT ALL TIMES IN ACCORDANCE WITH THE NPDES PERMIT. DAILY LOG SHALL BE READILY AVAILABLE 10. ALL SEDIMENT AND EROSION C NTROL DEVICES SHALLBE INSPECTED EVERY SEVEN(7)DAYS. IF SITE INSPECTIONS IDENTIFY BMP'S THAT ARE DAMAGED OR ARE NOT OPERATING EFFECTIVELY,MAINTENANCE MUST
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FOR INSPECTION BY THE ENGINEER AND/OR IREDELL COUNTY INSPECTOR AT ALL TIMES.DAILY LOG SHALL NOTE THE DATE,CONSTRUCTION ACTIVITIES BE PERFORMED AS SOON AS PRACTICAL OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE.
10, AND RADATA(AT A PERSONIS RES NFALL ONSIBLE FOR AND)DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AND 11, PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES,AS MAY BE REQUIRED,TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION, ALL DISTURBED AREAS SHALL BE CLEANED,GRADED,AND STABILIZED C
C A OF E PROJECT T MAKE SURE THAT THE APPROVED EROSIONSEDIMENTATIONWITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL,COVER,AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING,THE WATER VICINITY IU A - N.T.S.
SUBMIT A SELF-INSPECTION REPORT AFTER EACH PHASE H ROJ CT O A U H P D E OSIO AND SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE.
CONTROL IS BEING FOLLOWED. 12. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN LEGEND:
•
•
I A LIST OF POSSIBLE PHASES MAY INCLUDE:
` -INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES- STABILIZED, ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION, ALL TEMPORARY CONTROL DEVICES SHALL ONLY BE
-INSTALLATION OF SEDIMENT TRAPS/BASINS. REMOVED ONCE PERMISSION HAS BEEN GIVEN BY THE IREDELL COUNTY INSPECTOR. PROPOSED PHASE 4 LIMITS OF DISTURBANCE ,
i -CLEARING AND GRUBBING OF EXISTING GROUND COVER. 13. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S)FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY
-COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF STABILIZATION: REMOVE MUD/SOIL AND IT SHOULD BE REMOVED IMMEDIATELY FROM ROAD,NOT AT THE END OF THE DAY. -[] •
PROPOSED SILT FENCE
-INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT. 14. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING
I -COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
CONSTRUCTION OR OBTAIN APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH N.C.GENERAL PERMIT NCG010000. .oY• �• 4.,iy ` ,
-INSTALLATION OF STORMWATER RETENTION MEASURES, il4#14,4! PROPOSED CONSTRUCTION ENTRANCE
-QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY ESTABLISHED. 15. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR DIVERT SEDIMENT-LADEN WATER TO
t 11. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL SUCH TIME THAT SITE HAS BEEN PERMANENTLY STABILIZED WITH VEGETATIVE COVER APPROPRIATE TRAPS OR STABLE OUTLETS.
I PROPOSED CONCENTRATION OUTLET
1 AND/OR OTHER DEVICES(PAVEMENT, STONE,ETC..:). INDIVIDUAL MEASURES MAY ONLY BE REMOVED UPON APPROVAL BY THE IREDELL COUNTY 16. ALL WATERS OF THE STATE(WoS), INCLUDING WETLANDS,ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50 FOOT
I EROSION CONTROL INSPECTOR(LQS).SEDIMENT AND SKIMMER BASINS ARE TO BE USED DURING THIS EROSION CONTROL GRADING PLAN.ONCE SITE IS BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WoS. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WoS. �
I STABILIZED AS DETERMINED BY THE IREDELL COUNTY EROSION CONTROL INSPECTOR(LQS): 17. ALL INLETS COLLECTING DRAINAGE OR THAT MIGHT POTENTIALLY BE AFFECTED BY THE LOT CONSTRUCTION SHALL HAVE INLET PROTECTION.INLET PROTECTION MUST BE MAINTAINED UNTIL ALL AREAS DRAINING TO -[) PROPOSED DOUBLE ROW SILT FENCE WITH WIRE BACKING
-RE-CONNECT OR INSTALL PERMANENT.DRAINAGE PIPES TO FULL LENGTHS THE INLET ARE FULLY STABILIZED. •
-REMOVE SEDIMENT BMPs 18. LITTER,CONSTRUCTION DEBRIS,OILS, FUELS,AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT(SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER)AND CONSTRUCTION CHEMICALS THAT TD PROPOSED TEMPORARY DITCH "
I STABILIZE SEDIMENT BMP AREAS{GRASSING W/MULCH HI VED 70 EED) COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES, x x NOM*C-p �j *
I -SUBMIT NOTICE OF TERMINATION ONCE SITE HAS ACHIEVED 70%PERMANENT VEGETATION ,y-. '
19. PRIOR TO BEGINNING WORK ON THE SITE,CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY POTENTIAL CONFLICTS;THEY MAY HAVE WITH I I PROPOSED INLET PROTECTION �
12. STOCKPILES LOCATED ON THIS PROJECT MUST BE A MINIMUM OF 50 FEET FROM ALL DIVERSIONS AND BASINS AND PROTECTED ON THE DOWNSLOPE x-x I `i 1> '
' SIDES, THE PROPOSED WORK. , Know wiles ekO ,,
1 1 20. CONTRACTOR MUST CONTACT NORTH CAROLINA 811 A MINIMUM OF.72 HOURS IN ADVANCE PRIOR TO BEGINNING WORK.CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ANY UTILITY COMPANIES.THAT ARE GRADING FLOW ARROW /wg�� One-Call CenterCan �lfl� IS.
NOT UNDER CONTRACT WITH N.C.811 TO HAVE THEIR RESPECITIVE UTILITY LINES MARKED. VERIFICATION OF UNDERGROUND UTILITY LINES PRIOR TO DIGGING IS THE LAW.
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THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON \-, :•• ' ::::••:::it::.,..... ;: :.::• .. •.. • .F ... . , !� �60 0 30 60 120 24#
M A FOR IREDELL COUNTY,NORTH of .••. „,.�.:.55.-. ,,;:.,..• . :.:, ., , , , ,. .- .. , >. -. � �r: ct+;c. s
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COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS R E 0 _.,-:.......... .... ..........: .......... ...... . . ..••. . . ........, .. ,�.._., !.� .•••'•. J •.: /.•••,. -- .:_x.n•-,r;��, :,r.�u,�. ,.:. � Drawing No,
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CAROLING DATED 3/18/2008. 1,2 9 LF TEMPORARY DIVE SIO ITC , ,�.,,,. , .- ,,.•. �. . `• l-' .;'-''" "'•
W/CHECK DAMS FOR EVERY 2.FT DROP � .:: ..:.: ---�te'1"---•-__:•:'• „ . .�/:• ., ,::..,,... •� .•.1"
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WETLANDS AND STREAMS DELINIATED ED AND FLAGGED BY SOIL&FORESTRY SERVICES OF THE ,, \., • „• •1: �( IN F 60f DWG File Name:
CAROLINAS PA,CONTACT WENDELL OVERBY RF,LSS,SC FOR ADDITIONAL INFORMATION. ••`'' ''.'"'"'•"'' ;"""-"•'�'• 'i"':`'' " ..::'>` .-..' •••'•.••••'""•••' "'••"'•,,,••:•'••- '` . , - ' �, / `f
WETLANDS AND STREAMS FIELD LOCATED BY R.JOE HARRIS&ASSOCIATES. 1 inch = ft. C-
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``j"� ' f COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY,NORTH 10/05/18 Initial Submittal to City of Statesville 0
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--I I —= // n rr 11/16/18 Second Submittal to Gity of Statesville 11
' ' ' WETLANDS AND STREAMS DELINIATED AND FLAGGED BY SOIL&FORESTRY SERVICES OF THE Q 05/10/19 Second Submittal to NC DOT 21
,�7=- �_ • I C CAROLINAS, PA. CONTACT WENDELL OVERBY RF, LSS,SC FOR ADDITIONAL INFORMATION. or t,
INSTALL 231 LF SINGLE ROW SILT FENCE / 11 / WETLANDS AND STREAMS HELD LOCATED BY R.JOE HARRIS&ASSOCIATES, o
II (END ROW TO END) �'—, v r)-�. E---,•� f / �� }--;---____,,,,�� v� 09/19/19 Third Submittal to City of Statesville 31
, � _ _� / i/ • f � \� , 12/16/19 Fourth Submittal to City of Statesville 41
;{` ' =_ ; '�`_`_ ": 0 11/ 6/1 Fifth Submittal to City of Statesville/NCDEQ
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Pi ' ��_ . — , .. .... x' • ' -- "..
tii
air_ --___________ . , . C3�0 PROPOSED CONCENTRATION OUTLET
44 .' .. Et Ilk
�� PROPOSED DOUBLE ROW SILT FENCE WITH WIRE BACKINGmom
1111111 °
4¢
1,-1, e-)'.` .. � .:;....'-1- � ` �� LIMITS OF DISTURBANCE
25.00 ACE
-�__ • TD PROPOSED TEMPORARY DITCH
asnaccommsszesumma
41
-•���` .' = -.,..• .. .......... .. ._.�.... r ---__ POWER TRANSMISSION TOWER � fl�i'll1�1.1f�h�if'�bel� .
call
CJ ��..�— .1� '•"'•••..... — , --,- Nc C oP�wcOne-Call Center
..-� ,-_ "-••-....�E • - - __ PROPOSED INLET PROTECTION
r` 1 �� �. �- �'�-- <� ��`_ 25'NO DISTURBANCE BUFFER x_x
-868 SF •`' i I ` : _ :- '' " I I -___'•'� _ •--��_` n�," .. _
n" �
y ` ;u or� —1---- I _ �� ° ' .� - -... GRADING LOW ARROW
—�� GF Engineer:
,�3 - r•. "ice.• •
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CB�21 $558 SF __ `:- T-- \,__ ' ., -.. : /_;
`�' • \ I X oil -. _ _\`� - �= a ,
11‘,Iiiamilliiiimw_______. -... :••.A. . ..- .
INSTALL 563 LF SINGLE ROW SILT FENCE _
C ;f '.3 •- `." ag (DOUBLE ROW TO END) �:p■.■,..r,0,� / _ _ �- _ -= `-` ..... .... .
HECK DAM(TYP.) ,, ; . __ ' , x x ' .......... f' •....... R. �Oe �arr1S c�L ASSOC1atCS I11C.,....
x ® •
'' Engineering • Land Surveying Planning
../
a b ; ,'""ra, _ - �� •
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j --- '•; �-� "" , g g Y g g
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-i
r ``0' _- •,-.• - ...: - \* 7 3 1186 Stonecrext Blvd,'Tega Cay,S.C.29708 P:[phone]
...........................
7200 SF. •I4p8Jf � 4
. \i:
„ ............ _i..
....I ail
I • �� 45 INSTALL 39 LF SINGLE ROW SILT FENCE..
r��n'. ` �� I \, '8313 SF �'
\ *.• 1 •� � `- _ ! •• •
I 47 ` • rvett
\ �\ I (END TOCONC.OUTLET) �IV'�/V .I"jCeI�aI" I °��1 i 1
8052 SF \ I \ \-. \\\\
\ CONC.OUTLET(TYP.)
1,249 LF TEMPORARY DIVERSION DITCH I \ 52 I
•
la • W/CHECK DAMS FOR EVERY 2 FT DROP • ,;
IN ELEVATION-� 9697 SF -� g p p
. `: - Thisdrawin shall not be used r"or construction ur oses untiltheCB 20 INSTALL 142 LF SINGLE ROW SILT FENCE• x seal andsignatureoftheresponsibleregistrant appears on the7200 SF'.. k • ' ( C,OUTLET TO CONC.OUTLE )
I a,.. :; xCB,21,,4� I CON�._. '`�.�� x _r T drawing,and proper permit forms and related fees are transmitted
1 ��• by the Owner,Owner's Agent or Contractor to the AuthorityI I I �' I x •
- CONC.OUTLET(TYP.) having jurisdiction.
„ - �.'.'--'-- - I 1 317 • 1 , 44 1 _ _ Corporate Seal Engineers Sealx .� % 1 , I 12 \ ,, x8g� 4 •
� 48 •
� ! 8042 SF 0Y � INSTALL 382 LF SINGLE ROW SILT FENCE °°����tul►�,,�1 i
• 76 SF 12090F • / (GONG.OUTLETTOCONC.OUTLET) v13 •
`;a' OO ° fq \_
•
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7598 SF • T.
I SEAL ` ° - _
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iliniti
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CI CO
.� LLI U ., 7200 BR.
•
® • f. Iv
b •
I I :: / �-, 1\ Project Manager Drawn
7.200 sr,. Pal B //1�1�?s�.. •,\ I / \ D. Gates C. Brown _
` OF: c14 � `,� .,� i' ___J • i Department Manager Checked
b ` • l P. Murphy P. Nlurphy
N
~ 4 , Print/Plot Date
7200 SF N I Februray 12, 2020
Asbuilt Drawn Asbuilt Date
•
'.\ \
, .. 1 ''',.... ti ......
. 7200 SF
. .. _. ,. Cli^rit
•
58• \ .57•••,,. 56 `55 54 53 I,•' I / , /
•
7802 SF 7200 SF' "" •• . ... 7200 SF 7200F.• 6481 SF 6851 SF j •'"'•'"'" /^� �+ I '
�� { ( CB127.••' i :'41 / �:: / THE�J�tiJ���V�, INC.
...: -....... ....
y •-. in- x ''XCB 16 - I _ I
_ • ( 323 WALNUT STREET
g / • / STATESVILLE, NORTH CAROLINA 28677
dpb, . ... . :, �_ ® � 1. • !� 7200 SF — '
•
\ t ' r • I• •x �-CB121 x xCB19 t • (�• /
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•
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72Qo SF • — — mei _ _ _ _ — — • ji . .. . •
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•
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•: I x / •. FARRIER LN ° x / ` i __ • I III`
K_ INLET PROTECTION I
lie
(TYP.) Forest II
•
cB11 7 ' 0SF / . I I
'� `� i x , xCB 114 55'•
•
R/VV - :®X - �.
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y 7200I^ 1 •
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•
J ` I . ''• •• I �39 / i \ CONC.OUTLET(TYP.) Final Erosion
:l. ''� k 7200 SF I
•
/
.
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4 \ •
: : 9• 61 l : 12 / —I 60 ' ` 62 63 5 • I:? \ 7200 SF I •., 7679-BF 7200 SF',. t00 SF 7200 SF 6601 SF 6853 SF , I I
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:'•\\:` \\\ \ ........• •...•.
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/ , - 38 :` / GRAPHIC SCALE
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•
�` _ 40 0 40 0 16
. i - - - Project No. D i N .
a ��;•' •
\ '•.l x x w—..Px '� i .f`1(.'.71 R f R-InaI I / • 2712
( IN FEET ) DWG File Name:
1 inch = 40 ft. EC-6
Y_a. -, - ,

POWER TRANSMISSION TOWER 68'UTILITY INSTALL 262 LF SINGLE ROW SILT FENCE' " " "' " "' DATE ISSUED FOR REV
EASEMENT (GONG.OUTLET TO GONG.OUTLET) I '
.�,.... tea• ra i I i ,:w
Qo. x • x L. x -�`� i CB 20 I ' 10/05/18 Initial Submittal to City of Statesville 0"
I.
.............
:'•\ x "- .7_........... 1 ° i%:„-i � I k•• i i/i6l18 ::::::::: o :tII
I • ,Z'7 05/10/'19
:I / I r c \
J1.1 Iff T68-,
, •
:
r; f!: ::•' :: 6 • ���
09/19/19 Submittal to City f Statesville FFER
i27
•
wk; l1iffSFJJ
LIMITS OF DISTURBANCE I = + " ,� `'� v� ?I12/20 Fifth Submittal to City of Statesville/NCDEQ }�
i �-� i � 70 69 67 66 65 -.,.� i i oTOTAL=25.0o Ac± 79 SF SF 7200 S n - - - - I I T: •
7t
,•-,,.,� a� 0 I ..7200 -- 6599 SF 6854 SF � � - - �`� �, l •
%,".••::::•-.*:......: ."--.. ....:::-:.''',"': t. ''•'I 1 QO$3 SF. r
- �, R� `�
1
.................‹,77.4,.................
CB -�+� ' H•
MurdockRd' %
(
• 28v C:B 1 ��war. CB 2 ,:.11*:....t . \
:=�': • ....:.::: .... _ ............. I- •�„ 7200'SF / - .- ty Hill Rd:
).i
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.... ••..:::: •.........
j/ NPR . I • II,
1 - - ____ .,_, _ \ i
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%P. IIIMIM : I 1-1-\‘• i :ritik.' .... CI3 1.-101Min I LAMM •-•-•'.. MN' MIN ja. ir. "
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lift 11'""v .' )0111
• xi x , x J �kY VICINITY MAP N T S
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6.........../..
/ ODD FIELD RD:...... .:
CHECK DAM(TYP.) : : I :•::!:: f�� ....Ma OWi
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------- PROPOSED PHASE 4 LIMITS OF DISTURBANCE•
AI
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• ' �e I -C] PROPOSED SILT FENCE
.
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1 :
PROPOSED CONSTRUCTION ENTRANCE
r. (.. 00 .x : I '� �. g moo • 3
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I...• /' C PROPOSED CONCENTRATION OUTLET
. 15 S 1
• Ali PROPOSED DOUBLE ROW SILT FENCE WITH WIRE BACKING
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: . �� i�`. "°I•] 26 27 - "2$ 29 30 ' i TD -� PROPOSED TEMPORARY DITCH
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7736.SF 7200 SF 7 0'' F 7200 SF ......................
C
.20 S.
,• �c. ,.,: :. :' W� F � � � PROPOSED INLET PROTECTION
t/ ......! I 8904 S I �
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■ 14 ` E ✓ :�,` GRADING FLOWARROVV NC'�auC.aOne-CaIlCenterlb= o li�dig.
................
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6292 SF �7 ..../
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a
■ (TYP.)
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W SILT FENCE I +�• INSTALL 119 LF SINGLE RO
r 4... \� (CONC.OUTLET TO END) /;
(�„,� • C D
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t . , .. 7028 SE, ••••......= XCg.1. -5:. I. :
•
INSTALL 897 LF DOUBLE ROW SILT FENCE 25__ - / ••
(END •TO SINGLE ROW) \ ' _ 24 � \
12155 SF �� -- 32 �,,. ,: i x 2F _
•:. r � W SILT FENCE
• Ulf
a+•^ __.� -tir ' \. 11578E ..L• �'�.. \ :4 • _ ` - - :(END TO CONC.OUTLET)
<
�7 8398 SF
Joe Harris & Associates, Inc
qv;...... .<
��
r' •
i Planning� •.. •\ � : ..•+ � ...- :• .. �� ��• 'Engineering .and Surveying
' ........' ''•••• •.......... .......... ... .. N-..,.. ft rjarii4/1/ •
• r • 8278 SF g ._ "33 _ f ;� �'' - Management
1 \ os' *, 1'3921 ° `` -- 7995"S•F7 �e � �`��
, .... .7„...... ...
: 1 ....„....................:/-•-.-... . /. `��� / •
ac'�'°' l L8G Stouecrest Blvd.,Tc a Ca S.C.29703 P: 803 802-1"
MP : \ / - �- ....,,�4 ..••• .414444* ..... N •..... '1Y a1(,. S. g y ( ) '99
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79 SF
CONC.OUTLET TYP.)
• 95 71.1 ,.' \ ,:•.4,4,4%,,,,,, ,..*_jgie,_„M,---- /•
... .........: -....:,, / STAGGERED WvII •rjl`� I'rls. 0m
.21:
.:
INiqw . , N*INI‘Ilikt. -iiiiiii---'' ' ---"k Ir.• - - . "*: '.. •-• •••• ' I ---. I INSTALL 212 LF DOUBLE ROW SILT FENCE
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•
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(CONC.OUTLET TO NC,OUTLET)i \ "" --_ /10 r This drawing shall e used for construction purposes until the
_7673 SF
.... - SDMH ,, ,t'a k CB 104E1. INLET PROTECTION ..:;. ,;.• seal and signature e responsible registrant appears on the
• ♦ TYP.; $� rJ L SEGMENTED RETAWING WALL#1•�_ ( ) STORM RlP P,.•,. •• - g,and propermit forms and related fees are transmitted
0: I DE GN BY THE... .... SI 0 RS
- �. •• •� - � drawin•
�. ����� LENG�T 73L '' / SEE SHEET GP 6 FOR PROFILE
°•` rp
/�,.,,, ::t tt�•F+`I.� l5LF P !):: _ hav n by e Owisdctonn t or ontract he o y
•
•
++ t ""' FINAL SEDIMENT BASIN#200
: \ 40 "7 / - Car orate Seal Engineer's Seal
x - - STURBED AREA=7:90 AC.. 74.73 S� �0. - � p�•... DRAINAGE AREA=8.21 AC. eee°°° eenunN•••
• ` „ • / CB 103 2 ee � a i�PIPE SLOPE DRAIN TYP ` r'. :/ / : ' ` x 2 I r ,�� !�, ,ve �4
( ) \\, '' I y- " ';f: Q(10)=23.83 CFS ♦♦� CA ..✓i ♦�� N C!� ✓o
R�"�• 1.269.3 SF _ . �� RO % o 0
o / TOP L NGT -1$0 FT ♦ r o i
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I �.. 19
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/ .•��,. �`"..• ,•,� ••�' ,. � DEPTH-8 FT Q 9 O �
_/_: r,�C� SIDE SLOPE RATIO- : SEAL c�°e ,� SEAL �e
7493 S'F• 0 ��i.C� TOP BERM-796.00 - °'z'� _ ° e
o c> C 4168 .> aN 036836 z•<
I S EMERGENCY SPILLWAY-795.00 e •c9
r , e� �oo� _ ° �o
a°'' PRI IPLE WEIR-7 4. 0
: _ 7
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CLEANOU 791.0 0
°` 0° Q•.r'. •eee e•°°O
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I
G r /
-I •. ..•'•.A BOTTOM BASIN=788.00 � �
- ��. �s&ASS .� � �, �K L. M ,.♦
SPILLWAY WIDTH-20 FT i e
� i 4° eN ��►° °°ee
, . le. • / -...........1 ... ............. _4000Hig40 , RE VOLUME=16 704 CF
. .
• . . .
: -. •. -.‘..),,,.... •..
ACT.VOLUME=75,045 CF
. = x
2 I D PRECAST
0p,:
/ WS R LENGTHTU6 FT 21 ,,. I�j t u,�,, :ivr Drawn
21 -
• STOR RI P / + : '.':• ' BARREL -65.70 LF 18"RCP 0.76%M PRA
st
@ n
-. i LENGTH-201E ': .`•'• -•
......... � ` .. .. ..y.:.......... ... . � SKIMMER SIZE=3.00"
I WIDTH-23�LF '`�•;;• • • .,�.•
� � � ........ tD Gates C. SrOw
. . . .
• •. •���!� • • � ',�/ / ORIFICE SIZE=2.00" e c'hza�.„I
..
�' ,,� �.•� p 4°1 t -, p;�rtrs�Ur�i svlaraayer �zcl
ii: P. Murphy P. Murphy
: will: . ��► r . '..... EMERGENCY SPILLWAY ARMOR
• WITH RIP RAP AND TER RIC not/r�lot Date 0AI
• •ktv,iblii •••• �� _ � __ FIL FAB ,
,r I FINAL SEDIMENT BASIN#100�, :- , : , .•' r •,^.■'. �;'
Febru 2 020
DISTURBED AREA-11:85 AC. •.: . • o ...... ......... .• -,. -'..:::.•••''- ••' �►" � r---'' • • 1•t'�y Y 2
DRAINAGE AREA=12.02 AC. :;. ; ': /' , ,, _. �a
.,,.:: ; � jr urlt n Asb Date
I � Q(10)=35,69 CF:S �,, . � �� � � :..,,� 1 '-�. �� r• _ -•.. `Asb Draw wilt
• _ • 'c1. � ! Y 9 ' s *I CONC.OUTLET(TYP.) -
i TOP LENGTH=155 FT•, •"-• ':- �� I .S - I� +fir•_ -� �..,....�4 TOP WIDTH=85 FT : � .�� -- J ►�' � Sa1� ® e®� STAGGERED rDEPTH=8 FT :�: W. 1_-- �. , ,r 1• .�'itvol.�'r� •--- !'�s 1 _..._-°"a.•- , �,-' - I ; tSIDE SLOPE RATIO-3:1 -'•:�` - 1,TOP BERM=798.00 1' ''�`• : � ler, •; �• �� ! �� �'°'b�v».> f _ `• S` -
•
t,,,,,.�, : .� �.�� _�I�� JO�l�SON ��0�� �N .
EMERGENCY SPILLWAY=797.00 � ? � �qp. /' :` ---`�- "` � ;::{•-•"' _y y►' ,J• I •PRINCIPLE WEIR=796.00 \•, . � �,j CLEANOUT=793.00 �t '� /.' - s .323 WALNUT STREET
1BOTTOM BASIN=790.00 � �) �� ST ESVILL NORTH CAROLINA 28617
SPILLWAY WIDTH=20FT '� � "� •` ° / • 6 5REQ.VOLUME=21,706 CF ° •%1!! / . - © 99
,� P" (7 4) 978
ACT.VOLUME-84,038 CF �` ,': • / 1 ., ' , u"'' _ -..:... _RISER STRUCTURE=2'x 2'LD.PRECAST \ • �.._� � � - _ - t �' ° - .�
WEIR LENGTH=6 FT -,. • ' i-40 °/' - - - - -
;, ,
BARREL 76.30 LF 24 RCP @ 1.97/o
SKIMMER SIZE=4.00" � '► `', •" '�* .o"'' . .�� / •- .;�:i::i:1Y' r,• ._--ice---- ::::::::::::::�p
• • �L• •: 5>: ''' __- ..� ' •..:.�.. , .; INSTALL 167 LF DOUBLE ROW S LT E
ORIFICE SIZE=2.00 \' !z`�� / »rtu sas-sxs:•.,
vier?* �°kg /�, -- �• - - e ru.e::.,.,., �,., (SPILLWAY TOCONC.OUTLET) •
,\�1��® .o® . 1�F:. .� ,� / j ::ii:2 _'- --, 'n°nr:j i:iki nl ..��`, --:.:••.......................... '.we.r° � ......... \� f
*` ° '.�^>�-',d �`� �_ : may. f ' ' ' ~ ----- '' `� Pine Forest II
DETENTION BASIN BARREL0. .� .;,i�,4 .•••.
ems "
76.30 LF 24"RCP @ 1.97% 1�� i ,'"" ^�~ _ • _-- • : ____.._ _ -
INV.IN:788.50 \ t :. i / •
_� ` !+r��•- . i� 'l,47 / '" ter :'.-�__.. s`
INV.OUT:787.00 . _-.:-.-...-.--
/ / • �' ''::! ,��!.:::_:: '' /�.... DETENTION BASIN BARRED
• RIP-RAP APRON SEE / /••......; RIP-_R,,/AP APf�ON SEE 65.70 LF 18"RCP @ 0.76% • � (�; n? t 3; z;
•
EC-9 FOR DETAILS INSTALL 64 LF DOUBLE ROW SILT FENCE / • f ............ .Ec-y FOR DETAILS INV:IN:786.50 .i•
,
(GONG.OUTLET TO END) / _, "/ _ •_ t ` • '�� INV.OUT:786.00
_ _ _ _ �--- ' :.:::::: ::::.... _ _ .�.' Tina! Erosion Plan
i CONC.OUTLET(TYP.) :` /
STAGGERE :'D
�' ..:. ....... / , EX. LOCAL STUDY 100 YR FLOOD
177: •••• � • / HAZARD LINE WITH EXISTING TOPO -
1 EMERGENCY SPILLWAY ARMOR .. :: ' /
WITH RIP-RAP AND FILTER FABRIC / r / \
3008� i
x7so. 8, _ - GRAPHIC SCALE
INSTALL 173 LF DOUBLE ROW SILT FENCE CONC.OUTLET(TYP.)
INSTALL 149 LF DOUBLE ROW SILT FENCE STAGGERED •
*THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON (CONC.OUTLET TO END) (CONC.OUTLET TO CONC.OUTLET) INSTALL 196 LF DOUBLE ROW SILT FENCE so o ao so ,20 240
(CONC.OUTLET TO SPILLWAY)
COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR lREDELL COUNTY,NORTH INSTALL 69 LF DOUBLE ROW SILT FENCE - „�ti ��; ,g�� };��F:� ", � ,M1 , ti:��' �,, s , p���• ' Project No. Drawing No,
CAROLINA DATED 3/18/2008. (END TO CONC.OUTLET)
) = � „�,,�a x .�. �rc ;� -.••- 0 ,� x '::,era �- � •
:fi IIIII 'ter Illiti=av era. -ae� '" ("` -.e�1 A041.;
PROP. LOCAL STUDY 100-YR FLOOD 2712
WETLANDS AND STREAMS DELINIATED AND FLAGGED BY SOIL&FORESTRY SERVICES OF THE HAZARD LINE WITH PROPOSED TOPO ( IN FEET ) DWG FileName:
CAROLINAS, PA.CONTACT WENDELL OVERBY RF, LSS,SC FOR ADDITIONAL INFORMATION. 1 inch = 60 ft,
WETLANDS AND STREAMS FIELD LOCATED BY R.JOE HARRIS&ASSOCIATES. E
2712-EC Plans
-.- _ ..:.........,_- ,...F ,.._ ..__ .- <...,..,.:.: ..,- ,... .,,-._' -...,:,,.. :. ,:.M, - __rer..•.....__ ,.,,.m.-cam- i .. .. . . --- _---:-- --_ -- --- --- --- ...� - - ------ --- -7 - - .,.•

£.,_._, .,. _...,... .. . DATE ISSUED FOR REV
-i.\ 77 � 10/05/18 _ Initial Submittal to City of Statesville _ 0
11/16/18 Second Submittal to City of Statesville 1
.q). / ,
�oQ '. 05/10/19 Second Submittal to NC DOT 21
, (
0)-c , 09/19/19 Third Submittal to City of Statesville 31
4 12/16/19 Fourth Submittal to City of Statesville 4
a
�) 2/12/20 Fifth Submittal to City of Statesville/NCDEQ 5
SITEi ,
'.':::'' i .
3
Murdock Rd' /
�,,. Amity Hill Rq r
VICINITY MAP - N.T.S.
LEGEND:
INSTALL 390 LF DOUBLE ROW SILT FENCE PROPOSED PHASE 4 LIMITS OF DISTURBANCE
(GONG.OUTLET TO CONC.OUTLET)
t
—D PROPOSED SILT FENCE
•
�,40'40s-tiP Y- PROPOSED CONSTRUCTION ENTRANCE
LIMITS OF DISTURBANCE
TOTAL=25.00 AC± C3� PROPOSED CONCENTRATION OUTLET
—p CI PROPOSED DOUBLE ROW SILT FENCE WITH WIRE BACKING �'`
• ID PROPOSED TEMPORARY DITCH �� ; TIT t f/l�t�I
mill" Know what'sbelow.
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......• '`'+� `: `;_ �................... R. Joe Harris Associates, Inc.
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` j1. /' Engineering . Land Surveying Planning'
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�♦ .�''.,`•.•`.,' .\' I • •\.. This drawing shall not be used for construction purposes until the
•" \ I seal and signature of the responsible registrant appears on the
CONC.OUTLET(TYP.) 1 "'•. , ...I.,....
STAGGERED \
. . . OwnersAgent or Contractorthe Authority
•""••.., drawing,and proper
•
r permit forms and related fees are transmitted
CONC.OUTLET(TYP.) ♦ '-.'•.:'. \ I I" having Owjurisdiction. A e to rit
STAGGERED ` I -----
;� I Corporate Seal Engineers Seal
'• ''. '.. '-..-.--4....
ee�uuuiui�� varaes1uliiir�
•
— INSTALL 42 LF DOUBLE ROW SILT FENCE .`•. -J L
•• "" `Nos CA CA o�° Fl��°°°°p°RQ����� e��{��l�N cRQ���ii
w 'wrm°. '..••'..'..' �' -�.. ....{ oO4'�Q ° G- J/O,°o Idi, s01�„'oo�nF SS10 o .t/'✓B
INSTALL 135 LF DOUBLE ROW SILT FENCE �(/ 1
y> '.fir_ 1 •• "� •.ram • o <O ° a� °O,o� "1 °
(END TO CONC.OUTLET) S
: . ; • •
.• � =z 416 % gym a �- c>o ,
- 036836
- SEAL
INSTALL 360 LF DOUBLE ROW SILT FENCE t 1 •. l ."... I '!,� °?FR/ S `4`n°� % °'°`� �°°° 4."`
I
(GONG.OUTLET TO CONC.OUTLET) I RX,• My# >����R °o°••<, .- •`® IV fie, is°°°°°.. ..''R <:-
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'' \\ ' ��9 6 '�,,es&ASS�oe>> /' �r ��1K L 1rM�a�e>
/ uni iii
•
: , Project Manager Drawn
• D. Gates C. Brown
•
• wY t Depar me ManagerChecked
.f. a
Department
f / P. Murphy P. Murphy
Print/Plot Date
ff
i 'lr�t
� Februray 12, 2020
•
Asbuilt Drawn Asbuilt Date
S# . _
N. Client'
"'' ......... .............................. BAV
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57
I CONC. OUTLET(TYP.) \, jg O N O N
STAGGERED e_/�87 THE �9V�l�t �r'dVGROUP7
--- `— J ` 323 WALNUT STREET
• STATESVILLE, NORTH CAROLINA 28677
•
P: [phone]
•
INSTALL 119 LF DOUBLE ROW SILT FENCE
(CONC.OUTLET TO CONC.OUTLET) INSTALL 43 LF DOUBLE ROW SILT FENCE Project:
(CONC.OUTLET TO END)
Pine Forest II
CONC. OUTLET(TYP.)
STAGGERED
Drawing Title.:
Final Erosion Plan 3
GRAPHIC SCALE
"THIS,SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON -40 0 20 40 80 160 ` _
COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY,NORTH ' s j Project Flo. Drawing No,
CAROLINA DATED 3/18/2008. -, _? '
2712
WETLANDS AND STREAMS DELINIATED AND FLAGGED BY SOIL&FORESTRY SERVICES OF THE ( IN FEET ) DWG File Name:
CAROLINAS, PA. CONTACT WENDELL OVERBY RF, LSS,SC FOR ADDITIONAL INFORMATION. 1 inch = 40 ft.
WETLANDS AND STREAMS FIELD LOCATED BY R.JOE HARRIS&ASSOCIATES. • 2712-EC Plans
i

•
DATE ISSUED FOR REV
10/05/18 Initial Submittal to City of Statesville 0
•
GENTLE SLOPES STEEP SLOPES
100 lbs/acre tall fescue
11/16/18 Second Submittal to City of Statesville 1
SEEDING 30 lbs/acre Sericea lespedeza
80 lbs/acre of tall fesue (unscarified after Au August 158' J 100 MIN. 21
MIXTURE 9 ) MAX.
05/10/19 Second Submittal to NC DOT
10 lbs/acre Kobe lespedeza STEEL POST k.. j STEEL POST
FALL August 25 - October FALL: August 25 - October 15 - , PUBLIC STREET
09/19/19 Third Submittal to City of Statesville 31
Late winter: February 15 - Aril 15 Late winter: February 15 - Aril 15 19 GAUGE HARDWARE CLOTH �- CLASS I RIP RAP WIRE FENCING �� °,�+�`��� �, ���. �,��+� ...o ,,•.,..,...4.#A ate,°, _ .•••"4, ' •OW.,1•,-a,,.;, ,� , •,.��e' �*�0 • •. ,
+:*, ic+.a..,.l. �� �;. "..••+ a _ 12/16/19 Fourth Submittal to City of Statesville 41
SEEDING To extend spring seeding into June, add To extend spring seeding into June, add 1 J �__ loPeArtt..4 7""
EXISTING GROUND s Z_ th f# ( ( ^�
DATES 15 lbs/acre hulled Bermudagrass 15 lbs/acre hulled Bermudagross WOVEN FILTER FABRIC - " i � • j mi m ".4,,, "'"` 2/12/20 Fifth Submittal to City of Statesville/NCDEQ 51
Overseeding of Kobe lespedeza over fall-seeded Overseeding of Kobe lespedeza over fall-seeded ��-` '' + L. .T_ -
• <. - r .- SOIL STABILIZATION FABRIC
tall fescue is very effective. tall fescue is very effective. fi i'L< I c I *
: •
<-- `, `„ -co UNDER 2 6"
-- l ' r i L I t-< -1
e ICJ( i 04 CLASS A STONE
•
SEEDING Apply lime and fertilizer per soil rests, or 4000 Apply lime and fertilizerper soil rests, or 4000 .-;-- -;�=-,-1_. G.__ < ,_,_I :- _ (_ „
PPY r- f I 5•
AMENDMENTS lbs/acre limestone and 1000 lbs/acre 10-10-10 lbs/acre limestone and 1000 lbs/acre 10-10-10 I, ' ;,__• iITT=1 rlTl II T�fr=l'1-TTI-III- i I-• i-_• i= - r I �\, l
fertilizer. fertilizer. 4.1 I, ',I_I,, 1III-III-III-III-III-III=11 I-III-111-III-111-111-111-111-III- I I i.-i I i- i `e ft
1 11-- i i 11 r 1 y N 11-111111-111-111-I 11-111-111-111E111-111E111=111=1 11=►11=1 =�1= i=i •
1 11 uiwr r 2 100' MIN.
NOTE 1 0 1 EmE III=I I I= 111EIII=III=111=111=111=111=III=IIIEH El11=111=111=1rl i r EEIII=III= _,
111-IIIE-111-11I I I1=III=111=111=1I1=III=I I I=III=1I1=111=111=111=111=111=III=� r111=1I1=11 t
Ground Cover-- Wherever land disturbing activity is undertaken on a tract comprising more than one (1) acre, a ground N -I11=111=111- -111=111=III=111E1I11=111E111E11I=111E111E111E111E111=111=111q 11=111=111-
cover sufficient to restrain erosion must be planted or provided provided per the included stabilization chart 11=1 I I I l 11 1 1 11 1=1 I I-I 11-I 111 1 1__I I I-1 1-111E1111111111111 1(-111III=I I -111-111-1
NOTE 2 -T i� III-III- � _III 111=111=11 I-1 11-1 I I I I 1 I I-I 11=1 11-11 I-111-I 11-1�I� -I 11-I I � �,�.�, � ,;� '�� � >�p� O w
-i I I III- - I- I €*` a Nis
Graded slopes and fills-- Per the requirements list or the stabilization chart provided, slopes Wgat1 rt� k r ' " { Ll l
slopes shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain s G ' I-
erosion. -I I i STEEL POST ��a il tfi �r •R AI 1--• ,
WIRE FENCING
NOTE 3 ;.,4 . + K' .s
Mulching-- Apply 4,000 lb/acre grain straw. Anchor straw by tacking with emulsified asphalt or other methods approved by DENR. CLASS I RIP RAP , r + ,} U
CONCENTRATION OUTLETS - SILT FENCE
Anchoring
of straw mulch b means other than applying as halt tack must be verbal) approved b DENR. 4 J Y P Y PP v M #57 WASHED STONE `V F`•Lit%;'' I�
NOTE 4 ' ,, D
Tacking with emulsified ashpalt-- Emulsified asphalt shall be thin enough to be blown from spray equipment and formulated N DU QQ �j( 3 h ,Pf1 Q
for rapid setting (RS) or medium setting (MS). Apply asphalt at 0.10 gallons per square yard (10 ga1/100 sq,ft.). INSPECTION AND MAINTENANCE 00 J 6" 5�' o-: � �
Inspect everyseven calendar days. Check for sediment buildupand wiree/stone integrity. Check where runoff has ��'� �740' ,#, � .ot4` � ; �, . ,
Y
SEEDING SCHEDULE eroded around the outlet, or where the wire has sagged or collapsed by overtopping. Remove sediment accumulated ,, '�at
PERMANENT GROUNDCOVER APPLICATION againstheightespeciallyheavy expected. trappedl
the stone when it reaches 1/3 the of the stone, es eciall if rains are Remove . Wit-
• sediment from the site or stabilize it on site.
Remove concentration outlet within 30 days after final stabilization is achieved or after temporary best management
TEMPORARY SEEDING FOR WARM AND COOL SEASON practices (BMPS) are no longer needed. Permanently stabilize disturbed areas resulting from outlet removal. NOTES:
EARLY SUMMER SEASON STEEP SLOPESE;
1. A STABILIZED ENTRANCE PAD OF 2-6" CLASS A STONE AT A MINIMUM DEPTH OF 8" SHALL BE LOCATED WHERE-\ •
`' CAROLINA'
°
SEEDING / / Rye (grain) • •
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. 111111111C 8� INA , ;
40 lbs/acre of German millet 120 lbs/acre e MIXTURE 80 lbs/acre of tall fesue 80 lbs/acre tall fesue 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. a S1fJY1t9Phr°At below.
Ma Y 1 Au gust 15 October 25 - December 30•
o PREVENT TRACKING OR FLOWING OF SEDIMENT o4 Q olLs<aOne-Call Center Canbefor ou4 4dl . '
•
_, .
9 8" , stand' tr i a� ie with fence- 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL Ai
SEEDING Refertilize if growth is not fully adequate. Between December 30 - February 15, t1Tac; s^l , tttslr fabric wire-team ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL .- . --
DATES
add 50 lbs/acre of annual Kobe lespedeza. STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. Engineer:
Apply 4000 lbs/acre straw or equivalent Apply 4000 lbs/acre straw or equivalent "
hydroseeding, hydroseeding,
*,� ' t „ , 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO. PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.A I lime and fertilizer er soil rests, or 2000 A I lime and fertilizer er soil rests, or 2000 .. 4 ° 1°'
SEEDING PPY P pPY Pf TAMENDMENTS Ibs/acre limestone and 750 Ibs/acre 10-10-10 Ibs/acre limestone and 750 Ibs/acre 10-10-10 ;.,:t7,03;1,,,:-.7:441.,,w,q,txr,i,t,t,.:_:,:4,1::::
4 ,a ^� ;" r .; ,;: 5. WHEN APPROPRIATE WHEELS MUST BE CLEANED 0
:,'
` ., ,; T REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHENfertilizer. fertilizer. Y f 1. . Gr. , n 7 W fief WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN jSEEDING SCHEDULE ' ��' i �� * • APPROVED SEDIMENT BASIN.TEMPORARY GROUNDCOVER APPLICATION „ ` n :. *';t rill '$' STABILIZED CONSTRUCTION ENTRANCEit �
4 ���1�Iti•
w � ' r � , ' R• Joe Harris & Associates Inc.Ground Stabilization* �. � Engineering a Land Surveying • Planning. tt ManagementSite Area Descri flan Stabilization Time Frame fabric :AP Stabilization Time Frome1. t186 Stonecrest Blvd„Tega Cay S.0 9708P:(80 )d0�1799Exeptons r..:.,. • a19- as a hardware cloth
ditchs-Perimeand dslopesswales, 7 days None W _4- - �- __ __ g` _.. )
-High Quality Water - c 1 ., 'Il gall I'Ii i jili:j,I s l s,. ''' �p r��^ /��y�yq(HQW) Zones 7 days NonerrVIs3,if tIt .1,� 4 ___a..�- - www.doeharris.com
I 1
-Slopes steeperIf slopes are 10' or less in length `t'o . ieW '#QT#5 or# 7 ei ttl r r1: ,11,1., ,f a j',€linNi d Eilit I.
2*
I Slo es than 1 #
I 3:1 7 days1 it E it 9 sA I .
and are not steeper than 2:1, 14 washed stone >„u e ; rl l l,,lipt F,tj s
s4- i €ttr -n F
days are allowed. F lte. "� 1° This drawin shall not be used for construction ur oses until the
-Slopes 3:1 or flatter -` o 4 . 4, ! Zvi 9 p p ,
14 days Y P :ir 111 f 1 tf, a ,,.
Y greatert tttstl #. _: . :$t� r 4x - ";� {-F '• seal and signature of the responsible registrant appears on the
7-days for slopes
"1'�I
than 50 feet ,n $, Comport
length 1'£}tl1t1
k ir1lJltiy drawing,and proper permit forms and related fees are transmitted
-All other areas with None (except far 2' by the Owner,Owner's Agent or Contractor to the Authority
slopes flatter than 4:1 14 days <'} •S
p ,ate, having jurisdiction.
Pperimeters and HQW
i Zones) , • 14* ,' 4i * a o;,
I *" may approvedby permitting , .� su . +i" a fit} C�arl�or ate Seal Engineer's Seal
Extensions of time be the ermittin authoritybased on weather or other 1 k. *.s
site-specific conditions that make compliance impracticable? (Section ILB(2)(b)) NG(}O r dr, 5� filtered d 111111 U
* t tftt.,* tere \\1 Il/! \\III111I li//I
s washed stone i 2 \\ `, I� \\ III
-All time frames refer to any period of inactivity. • • *4 ..s f 0* s , 4 , o'.' ``` �/�RQ �/.. 000\ ``` C/�RQ �s�i
l ,`s sip' ',# .g� #. `off O� o 000°Oc`, Imo, 000 °� Imo,
NORTH CAROLINA ° °° ass/ '�' ..**"a"*.Fs��°�y
non
f ` ..°°o f 0 °°q . op
* e a °¢ 9l%° o�0 9
GROUND STABILIZATION REQUIREMENTS :�dXjr«° -7D .r*, SEAL z°o c� = o,. SEAL
r r o C-4168 ° o 036836 =a z.
O ': rh
Figure A. is I^Iptelw-rig cloth yrauel inlet proteCtign o s
•may°° !Ne&S a :.-77 °
._._. ,._--.. I ` - ��j ,(')°000 oo° °C`,P.;, iV ,.,I/, ° °00°°0°0°�C1� �``
atd soil s&ASS c
i L.
,'��/ /l1111111/\\\\ 1 �u'/�tI/111111111\\\
HARDWARE CLOTH AND STONE DROP INLE PROTECTION
ice' ' TEMPORARY SILT FENCE
• **. °.*. .•° " i;* ' � Project Manager Drawn
4.
4($4 *° ° . .•;; % ,,i'..«. y'; 18m min DepartmentIVlanager Checked
# °, . ., . .*. . °•;' ,.°. /. Hoop D. Gates C. Brown
1 i . III III III t
I noit ' .. ° ." CONSTRUCTION NOTES: INSTALLATION SPECIFICATIONS: CRATE P. Murphy P. Murphy
4� ' typical 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR 1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN '-':�=,.=-'2 i riot/Prat Dat®
EXTRA STRENGTH SYNTHETIC FILTER FABRICS THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY. ® - -` `�y-' Februray12, 2020
�likl/hlilololui GRATE /
1r.lrfa Tern Oaf ',tslrt 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON Asbuilt Drawn Asbuilt Date
24 INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND STANDARD APPLICATIONS. EXPANSION VII;
1" REBAR FOR BAG - ''=VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.) RESTRAINT "� REMOVAL FROM INLET 4�+ - -
I3, CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE 3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, l ,,, +�, ClientLENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY AND AS CLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE :•: ??s ?,-+"r: ;f:::-rSECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FABRIC FROM UPSTREAM WATER PRESSURE. D� ��
FEET MINIMUM OVERLAP TO THE NEXT POST. 1 FILTER BAG -�� 'w;t~ DEFLECTOR • The Johnson Group Inc.4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC. /� n ,,;;;,_.; ;.;,,;,,,,
' :..
,... 4. SUPPORT STANDARD STRENGTH FILTER 5. ATTACH .,.
. .. j ,•: .,.. �..- f. . ., . � ,,:.. ;� :.: f . , J _ - „ , . _ . ... LT FABRIC BY WIRE MESH FASTENED A THE FABRIC TO THE EACH POST WITH THREE TIES ALL ..,,
,,..�.- 3 . � � t � 3 . .,., �. � .,... WITHIN THE :��::
,,.,-,.. .. ,. z, m.,.: :a;. c. „� .-.xo�: r ',,,Z�w.. ..„h., ., .,. .� -, . .,,.,7 .� s . . a, .. DUMP LOOPS
., �._ P<.:.;r., ,. ,,.. ,,.err., ..- - ; , ....>,.xs .0 -:.,w .,,.,�.�J,. ... , r.,:..,..,.> w...- ...
' ' "' `" �` 'T" """' "'� "�'- ` "'�''`�' �` <'�' "' =� ` ` `'�`-�'"' �� ^r ,'- ?s �'^<�'-'^�_��. SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH 323 WALNUT STREET
SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THE FABRIC, WITH EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH STATESVILLE, NORTH CAROLINA 28677
THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT
ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. SAGGING. P: [phone]
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM WITH 3 TIES. D I
OF 8 FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE n
GROUND A MINIMUM OF 24 INCHES. 7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL. CATCH BASIN
(` 6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT 8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE N
COMPACTION.
REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DfOCt: I
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL b, II!
downhillsidewith spoil lbw"$ , diversions i "other t ttrllltd� € DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE D �� OUTLET I
POUND TENSILE STRENGTH. •
1C.,1* is limited, it may be iiee s ar to utid the ridge by haulmg itt diking ttt 7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. n t Pine Forest I I ,
material., or usinga Sift trice t divert the Itow. Use gravel t 1Ort the THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER. COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FORA TOTAL OF 4 TRIPS. 9 LL
div
trrit1 when vehicles trit�tr �frequently(Figure 8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.
THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE,
10.DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. SECTION INSTALLATION NOTES
•
Coarse aggregate GENERAL NOTES: MAINTENANCE NOTES: [
'i1..-4,- 10li-" `�'"4*1M'1•... 1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS 1, FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY CATCH BASIN INLET PROTECTION Drawing Title: ,
1+Fa lit,''" **++�, t* * ...10,14 *l 1 � OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH INLET PROTECTION SHALL TRANSITION FROM FABRIC &WIRE MESH T SILT
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ( O SACKS ONCE FIRST LAYERS OF ASPHALT ARE INSTALLED)�, # � � � �,� ��,,�#�*���, � # � AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 ������� ������� d
I4 w *ik ti4rs • iT. ,` '.'; V''r.*0* miff Q 1 2, ENSURE THE POSTS FOR SEDIMENT FENCES ARE 1.25 LB/LINEAR FT ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. °� ,
*w .0.1.# ; 4; " �« '' ` ,...a.,,,,r. ,. , +.. ..... MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE I
# � .t.4 � ,*„: , * ' 0 1ai t ° " ***• .a � PROJECTIONS TO FACILITATE FASTENING THE FABRIC. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
• . OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
44 4 c' 11111 l I Trf - rn.j...!
f ,. _ 3, FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE FABRIC SHALL BE REPLACED PROMPTLY.
t �1 �' I WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES. 1.INLET MAINTENANCE SHALL BE DOCUMENTED'IN PROJECT LOG BOOK. •,
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. 2.FILTER TYPES SHALL BE APPROVED BY THE INSPECTOR PRIOR TO
1 HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN INSTALLATION. l
•
� typical 3.FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE ,
l " PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM DIRECTION OF THE ENGINEER.
4.F1LTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.TO THE EXISTING GRADE, PREPARED AND SEEDED. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR •
i i
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME). i
Figure 6.20b Temporary gravel diversion dike ter vehicle crossing I madfl d from Va$ ).
Project No. Drawing No.
TEMPORARY DIVERSION DETAIL 2712
DWG File Name:
2712 EC Plans
,+ ,, ..-,--„,„.: .,..'.„:„...,4,_.,_....-- yh 's .b"- - 1 -:r

NORT
AMEBIC
GREE
EROSION CONTRC
Guaranteed SOL
14649 HIGHWAY 4
EVANSVILLE, IN
- -
800 7721 2
www.nagreen.
4'
min FI Istarld over inil,o •
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Plastic.
rrt _ :l
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cif ,I�
1' min ,..I
level r;,ection
Figure, a Criss.50 rr ot 1�r�ri myslopedrain,
Too
hAIVI-c-davacturA
Oil (iotiff1dj
51Tdh
WATTLE WITH P LYA YL ID ( ) DETAIL
NOTES:
U8E MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
�N�Q. Q Py�MENZ USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN OITCH SO FLOW WILL NOT WASH AROUND
WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED,
INSTALL A MINIMUM OF 2 UPSLOPE &TAKER AND 4 DOWNSLOPE STAKES AT AN ANGLE
TD WEDGE WATTLE TO BOTTOM DF DITCH..:
6.. Inapt A PROVIDE STAPLES MOE OF 0.126 IN. DIAMETER STEEL WIRE FORMED INTO A
U SHAPE NOT LESS THAN 12" IN LENGTH.
EDGE OF PAVEMENT INSTALL STAPLES APPROXIMATELY EVERY 1 LINE,LR FOOT ON BOTH SIDES OF WATTLE
AND AT EACH END TO SECURE IT TO THE SOIL.
EXCELSIOR WATTLE
1�G�`QfT, INSTALL MATTING IN ACCORDANCE WITH SEGTZON 1031 OF THE STANDARD SPECIFICATIONS.
Q y�0 PRIOR TO POLYACRYLAMIDE.(PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
iIATTING TO BE APPLIE➢ TO EACH WATTLE.
BACK INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAN OVER WATTLE WHERE
SLOPE WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY
_ PAM AFTER EVERY. RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 1N.
PAM
(2 OZ.)
ISOMETRIC VIEW
FLOW
2' (MAX. 2' VPSLOPE � J
STAKE W\TURAL GROUND 4T.S , PAM STAPLES PAM
MQTIQ( ,
MATTING 2' DOWNSLOPE
STAKE
CROSS SECTION
VEE DITCH
2 IN.-� S.. 1­0 2' UPSLOPE
FLOW
STAKENATURAL GROUND --
MATTING• - 2' DOWNSLOPE
CROSS SECTION STAKE
TRAPEZOIDAL DITCH TOP VIEW
Figure . Rock pipe Inlet protecoon plariview and aciss-secOonview
STAPLE
4' (1.2
PATTERN GUIDE
M) WIDE ROLLS
x .
NORTH
STAPLE PATTERN
6.67' (2.03 M) WIDE
GUIDE
ROLLS
NORTH
STAPLE PATTERN
8' (2.4 M) WIDE
GUIDE
R®LLS
SLOPE INSTALLATION
-,2°-
(30 cm)
(5cm-12.5cm)
NORTH /�//\ \� \\/ (15 cm)
\ \
H
AN
AMERICAN
AMERICAN
�Y
AMERICAN c, � Q 2.
GREEN
GREEN
A
�. -..... (15 cm)
GREEN :..+...::'''':<.....::N:.::::. ......'
L Products
A 4.00' 1,22M
C) [ ]
EROSION CONTROL Products
A
O
CONTROL Products
EROSION COi i L P
EROSION CONTROL Products
Guaranteed SOLUTIONS W
UTIONS
1 NORTH
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
�
4.001 [1'22M]
^
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
47725
EVANSVILLE, 1N 47725
3' (0.9m)
EVANSVILLE, IN 47725
800-772-2040
140
8.00' [2.44M]
_ _
800 772 2040
www.nagreen.com
9
6 1.Sm
( )
800 772-2040
www.nagreen.com
8.00' [2.44M] ®
®
2.00' [0.61M]
www.nagreen.com_.
„
www.na reen.com - 5cm -
3
7.
2.00' 0.61 M
[ l
B
0
3.3'
1.Om
C
3A
0
\ \ \
4 1 22M
[ 1
1. ' 0.5m
6 ( )
4. 0' 1.22M
0 [ ]
3 ( 0.9 m
2' 0.6m
-
i
PER S . YD.
0.7 STAPLES Q
(0.8 STAPLES PER SQ. M)
6' 1.Sm
4' 1.2m
S . YD.
0.7 STAPLES PER Q
S . M
(0.8 STAPLES PER SQ
3.3' (1.0m)
"111113.3' (1.0m)
IS
1.6' (0.5m)
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
©
©
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER, AND SEED.
r40
4111
- 3.3' (1.0m)
(
1:50' [0.46M]
NOTE: WHEN USING CELL-0-SEED DO NOT SEED PREPARED AREA. CELL-0-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2.00' [0.61 M]
3.00 [0.91M] a
1.50' [0.46M]
4.00' [1.22M]
2.00' [0.61 M]
•
3.00 [0.91 M] i �
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE
4.00' [1,22M]
®
0
�-
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
.-
®
2.00' [0.61M]
(
®
yI 2.00' [0.61M]
®
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
-°"
2.00' 0.61M
[ ]
1:15 STAPLES PER SQ. YD:41
0
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's.
®
®
4.00' [1.22M ]
(1.35 STAPLES PER SQ. M)
1.7 STAPLES PER SQ. YD.
(2.0 STAPLES PER SQ. M)
u
®
�I
®
2.00' [0.61M] '
3. ROLL THE RECP's (A.) DOWN OR (B.) 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 STAPLES/STAKES
4.00' [1.22M]
®
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM`N , STAPLES/STAKES
4.00'[1.22M]
4.00'[1.22M]
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
® ®
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
to
to
€
®
ON RECP's TYPE.
1.3 STAPLES PER SQ. YD.
1.7 STAPLES PER SQ. YD.
STAPLES PER SQ. M)
O
1.3 STAPLES PER SQ. YD.
(1.5 STAPLES PER SQ. M)
1.7 STAPLES PER SQ. YD.
(2.0 STAPLES PER SQ. M)
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12' (30 CM) APART ACROSS ENTIRE
(1.5 STAPLES
PER
SQ. M)
(2.0
RECP's WIDTH.
NOTE:
2' (0.6m)
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECP's.
4' (1.2m) O
4' (1.2m)
-_-
1.50' [0.46M]
1.50' [0.46M]
3.00' [0.91 M]
0
1.50' [0.46M]
3.00' [0.91 M] 0 0
1.50' [0.46M]
20" (0.5m)
0
- 10" (0.25m)
3.00' [0.91 M]
®
3.00' [0.91 M] ®, ® ®
0 0
J-
0
0
3.3' (1.0m)
Ivor
--- 20" 0.5m)
fll ®
0 0 ® 0
-�
®
1
2.00 [0.61M]
®
-�- ®
1.00' [0.30M]
-m-I 2.00' [0.61M]
4.00'
®� ®®j
1.00' [0,30M]
2.00' [0.61M]
4.00' [1.22M]
-$
2.00' [0.61M]
3.3' (1.Om)
[1.22M]
0 0 0
0 0
®
® 0
4.00 [1.22M]
a 0 0
-
-1.00' [0.30M]
®
0
0 0 0
3.4 STAPLES PER SQ. YD.
3.6 STAPLES PER SQ. YD.
3.4 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M)
3.75 STAPLES PER SQ. YD.
(4.5 STAPLES PER SQ. M)
3.4 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M)
3.6 STAPLES PER SQ. YD.
(4.3 STAPLES PER SQ. M)
(4.1 STAPLES PER SQ. M)
(4.3 STAPLES PER SQ. M)
REV. 01 /05
REV. 07105
REV. 01105
REV. 01 /05
10/05/18
Initial Submittal to City of Statesville 0
11/16/18
Second Submittal to City of Statesville 1
05/10/19
Second Submittal to NC DOT 2
09/19/19
Third Submittal to City of Statesville 3
12/16/19
Fourth Submittal to City of Statesville 4
2/12/20
Fifth Submittal to City of Statesville / NCDEO E.
R'
t �
:r 1. KnowmarsbelOne-Call�.
F t : r t
Lk. Joe Harris & Associates, Inc.
Engineering ® Land Surveying ® Planning
Management
1186 Stonecxest Blvd., Tega Cay, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's ;peal
CAR®®1111111//!,g
rn SEAL o� SEAL �o
c> C-4168 a 036836 �°
oo
�a
S&ASS
!l/IIIIIi®0® �2cP®IBIIIIIli1`
Project Manager Drawn
D, Gates C. Brown
DeIpartment Manager Checked
P. Murphy I P. Murphy
Print/Plot Date
Februray 12' 2020
---
Asbuilt Drawn Asbuilt Gate
Client. Y
The Johnson Group,
Inca
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Pine Forest 11
Drawing Title:
Erosion Details 2
Project No. Drawing No.
2712
DWG File Name:
2712-EC Plans

DATEISSUED FOR :;E::V
NOTES:
WATER ENTRY UNIT WATER ENTRY UNIT 10/05/18 Initial Submittal to City of Statesville 01
WITH TRASH SCREEN GENERAL NOTES: WITH TRASH SCREEN GENERAL NOTES: 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE 1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE TO BE DESIGNED BY THE ENGINEER. 11/16/18 Second Submittal to City of Statesville 1
PIPE. PIPEC . 2. REFER TO THE DENR STORM WATER DESIGN MANUAL FOR
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN 2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN RIPRAP APRON DESIGN STANDARDS. 05/10/19 Second Submittal to NC DOT 21
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD 3, RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
00 0- - CONDITIONS WARRANT‘A CHANGE. - . HHH ooHl=i� CONDITIONS WARRANT A CHANGE. OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
lnnnr]�[Innn `N . 3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS. . !q rim Trim 3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS. 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR 09/19/19 Third Submittal to City of Statesville 3�
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION r 4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION CULVERT HEIGHT.
INSTALLED. -0- INSTALLED. PLAN 12/16/19 Fourth Submittal to City of Statesville A
ORIFICE OPENING INSIDE THE ORIFICE OPENING INSIDE THE 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
I`- HORIZONTAL TUBE WITH A 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE SURFACE of THE RECEIVING CHANNEL. THE AREA To BE PAVED OR RIPRAPPED 2/12/20 Fifth Submittal to Cityof Statesville/NCDEQ 5
_ L_ IIORIZONTAL TUBE WITH A
DISCHARGE END OF THE PIPE. DISCHARGE END OF THE PIPE. SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
/]
CONSTANT HYDRAULIC HEAD �'"� CONSTANT HYDRAULIC HEAD
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT 7, �J 6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT SAME GRADE (FLUSH)WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
MANNER. MANNER. APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT 7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT 5, THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM _
I SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE. SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE. WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 I1J: + 7..„. �,
SCHEDULE 40 PVC PIPE SCHEDULE 40 PVC PIPE 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. �e �'•' Z
(BARREL OR ARM) ° (BARREL OR ARM) EARTHEN EMBANKMENT �� +�Tj �i�'
MAXIMUM HEIGHT OF FLOAT WHEN NO 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING '� �'°�� '�!
EMERGENCY SPILLWAY CHANNEL SHALL NOT BE ALLOWED. z B •{�*�i�•••,.41 1 ' i7 B
OTHER STORM WATER DISCHARGE r. wry Ar 20"-�r, tii��#
OPENINGS EXIST 8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON o SIP ! 1'�w�11111 1��71 ?
II LEXIBLi alillE HOSE EARTHEN EMBANKMENT (MAJOR STORM EVENT) SHOULD BE CONSTRUCTED IF POSSIBLE. �'� ��' �``�'`
r LEXIBLE HOSE i • r4 VFW
f
FLOAT-I V _ EMERGENCY SPILLWAY FLOAT-i 9. DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC I w
PVC VENT WILL BE NECESSARY UNDER RIP RAP.
PIPE III-III INVERT OF LOWEST STORM
PVC VENT 10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL I GRATE WATER DISCHARGE OPENING PIPE MUST BE STABILIZED. NATURAL GRADE W
A-I 11=11 III i I I (MINOR STORM EVENT)
TOP VIEW III-II SCHEDULE 40 PVC PIPE FLOAT TOP VIEW II LOAT NOTE: FOR ALL UNSPECIFIED PIPE OUTLETS, A MIN 6'x6'
-III-I (BARREL OR ARM) FLEXIBLE HOSE MUST BE M RIP RAP M
('VC VENT PIPE III-III-I -I SECURELY FASTENED TO "SPLASH" PAD SHALL BE INSTALLED AT ALL STORM -II II
--ppVC VENT PIPE STORM WATER THE WATER QUALITY DISCHARGES. 12" MIN. DEPTH OF CLASS I RIP RAP H
-III=III=1 FLEXIBLE HOSE
'/ DISCHARGE DISCHARGE OPENING WITH FABRIC.
„I I If l l�1 I
OPENING
�7 y OUTLET L W DEPTH STONE SIZE
�/ , u - CT 0 V � OUTLET PIPE - Flared End Section#100 14.U0' 16.00' 24.30"min. 0.45'
POTENTIAL FOR PIPING CAN - - _
OCCUR. PROPER DESIGN CT w Flared End section�y20o 20.00' 23.00' 16.20"min. 0.60' NOTE: LAYER OF FILTER FABRIC ,
m - Basin Discharge '100 20.00' 22.00' 37.B0"min. 0.70' MINIMUM H=2/3 PIPE DIAMETER
A� TO MINIMIZE DISCHARGE - Basin.Discharge#200 19.50' 21,00' 43.20"min. 0.60' '
AROUND PIPE MUST OCCUR. FLEXIBLE HOSE SECTION B-B
-_ H L = 1.4XDEPTH
..- I- L 1.4 x DEPTH °" I- TO THE OVERFLOW
i TO THE OVERFLOW I MINIMUM LENGTH APPLIES * MAINTAIN AND MOVE AS NECESSARY EXISTING STORM AND EROSION RIPRAP MEASURES UNTIL REMOVAL OR
WATER ENTRY UNIT I MINIMUM LENGTH APPLIES CONVERSION TO FINAL STAGES IN NECESSARY.
WATER ENTRY UNIT I I SCHEDULE 40 PVC PIPE
- (BARREL OR ARM)
B M �
i11`t�e"a11 _ - - I
tl,
E f� D VIEW SIDE VIEW MAINTAIN DEPRESSION TO _ - _ -1 END VIEW SIDE VIEW MAINTAIN DEPRESSION TO - JI I I-I11 11 RIP-RAP APRON AT PIPE OUTLETS
DISCHARGE PIPE MINIMIZE CHANCE OF "' "'
Know whams 0iO .
ou dig.
DRAWN BY T. R. EVANS to 10 MINIMIZE CHANCE OF
SCHEDULE 40 (NO SCALE) SKIMMER BECOMING STUCK (NO SCALE)
SKIMMER BECOMING STUCK : a�
/ DRAWN BY T. R. EVANS 10/10 I
,.,c One-Call Center
ll before 8 6
J. W. FAIRCLOTH & SON INC, ® J. W. FAIRCLOTH & SON INC. p0F�N
=H®
\ \ / WWW.FAIRCLOTHSKIMMER.COM FA I CLOTH S K I M M E DISCHARGE SYSTEM WITH OUTLET ? WWW.FAIRICLOTHSKIMMER.COM ,� /
E A I CLOTH S V V = DISC- A G E S Y S TE v WITH E V A \ '\V _\T TELEPHONE: [phone] _ TELEPHONE: [phone]
( ) STRU CTU (919) 44 ,` 4PNo .1PPORT ROPE OR WIREEngineer:
FAX: [phone] FAX: [phone] %1441 0 PREVENT SAGGING
EMAIL: WARRENWFAIRCLOTHSKIMMER.COM - EMAIL: WARRENWFAIRCLOTHSKIMMER.COM
•
`%41110 ,4o ������� TOP OF BAFFLE SHOULD BE 6"
%tN,A 'O.44 �•�♦�♦�♦�♦�♦��� , HIGHER THAN THE BOTTOM OF
,-r , p
NOTE: �`k,`., , , ,1 ' ����������� THE SPILLWAY
1. IF ALTERNATE SKIMMER IS TO BE USED ON SITE, CONTRACTOR IS TO PROVIDE ENGINEER WITH SPECIFICATIONS SO 001°11tb*441111111111111
•��������� .‘ /
CALCULATIONS CAN BE VERIFIED TO ENSURE DESIGN WILL NOT BE AFFECTED. /
700 G/M 2 COIR MESH �N�o�����ALj�
OR EQUIVALENT STAPLED
�t i ..ia!A"�..� k t BOTT TRENCHED
GENERAL NOTES-SEDIMENT BASINJoeR. Harris ASS�JC1a��S, Inc.
S TURF GRASS it* VARIES BAFFLE INSTALLATION -STEP 1 BAFFLE INSTALLATION -STEP 2
GEOTEXTILE FABRIC Engineering Land Surveying Planning
1, AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT. 1♦ -�"� Management
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, Management
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING III I I I: 5'MIN. I BAFFLE (TYP.) lltei •
CONSTRUCTED: SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. IN THE EVENT SPILLWAYS ARE CUT IN FILL, SPILLWAY SHALL BE CLASS B CONCRETE FVO� 1186 Stonecrest Bivd,'1'ega Cay,S.C.2J7U8 P:(sG3)802-1799
LINED WITH FABRIC & 12" MIN. DEPTH OF RIP RAP OR LINED WITH AN APPROVED EROSION CONTROL BLANKET AS DIRECTED BY THE ENGINEER.
� I I III• /-II
CLASS I RIP RAP EARTHEN BERM
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN J1 J I' (TIE TO NATURAL ,I
DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE. :r ::, ':•'.::,' , . RCP DISCHARGE PIPE GRADE) , "'�'�'' "�� / �1% ,
.. . (SEE POND DATA BLOCKS
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY. 18.MIN. ,'••1'~•'s ".` .,.•• ' '!: '.• • 111 4141.
I I r:' _ I• FOR PIPE DIAMETERS) III '� � �11�1�11♦♦
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED. •".;. ':°7:,,,,•:. ,'•' '.,:;'.' ' --- TIE TO NATURAL i ,I1,��!'�`�'\ `fievvvv {gyp �y g
c ` GRADE �,1,111,, , ��14,�`11�1 il9lV YV!I .i Jo�e.rha1 i Is°co 1 16. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER,UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER. I1I;: y�''o ;.'' �'-''' :,iIII• III $ ♦� , 11l\ \I,!1� 1,��\7, SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
. _� �0��(��O. , q�,1t1 11/111 °1:11:44,0,
X'. `' �'•' 1 MIN. S..<;}.: j.:'• .;;'. _ .`._'.:,.•:.. H--,4
20' F� 11 11`�,1,�`\ ��t 1 1 ��
♦ 1 1 \ N �-
8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM ���:�;;. • � •.;;.� ••� '�•`. � .•,:� •�- _ � GR •� r 1 � r � � •.1, � � �\�:. .. .. III \11 11
STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND
III" '. ''.r ';' ; CLASS B CONCRETE } CARRY RIP RAP UP CLASS I 5 11 1 , 1V��,O;1'\� ,,1��11� ♦o
•':''.'.,.. . I I �- SIDES OF SPILLWAY RIP RAP �I�11� 1' 1rt1 1�1,\ �,111��i11�`
\1i�11ili This drawing shall not be used for construction urposes until the
SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS. r a,..j.;.: ' , .',•.. 44� 1:1 r \ 1 1 �.
9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF CLEAR WATER FROM UNDISTURBED AREAS IN 1 �" ' " ' ") ( TOP OF BERM `0414114% 111j1141414% seal and si nature of the res onsibie registrant appears on the
I . ':`: ' ' ' pcp-1 ' 11 - ` , ;►114111\� 11,�111\M���♦
9 p 9 pp
DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS MAY BE SIZED BY DENUDED ACRES. . :.; y ; I TIT. r M I I 1 \ail \ 11 11 \ 1
1'MIN. : ,f., Y... .: •,,. ,ti II: �"•�� I- „ IF
` 41411pIN� �40 1�11.��_.� drawing,and proper permit forms and related fees are transmitted
RECOMMENDED STORAGE IS 1800 CUBIC FEET OF STORAGE PER ACRE OF DRAINAGE AREA. . . -I I 1' -Iv, ►11 t _ 4 \ 11 1 V�1�u il
I - I � � - o ��� 1 � it� � � 'by the Owner,Owner's Agent or t r to thority
10. THE LENGTH OF THE EMERGENCY SPILLWAY IS TO BE BASED ON A 10 YEAR STORM (LESS FLOW THROUGH BARREL). _ 1 1 Con recto the Au
11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE. (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES ---III-I I (- __ SPILLWAY , , - . . T= 1. . � 1111111�i�� 1111111110 , having jurisdiction.
SHOULD BE PROVIDED IN THE BASIN REGARDLESS OF THE DIMENSIONS TO IMPEDE FLOW. ( ( I 1 II Y j 0 T)jl' `�•r•
•�, ,1j��,11L11i� •
4 40 � o 0 0 �•►•�i1•� ♦I Corporate Seal Engineer's Seal
12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED `�a a \o� o r••i�� p .�� _�
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN. G'- MIPS 'L'. I V- CLASS I RIP-RAP 411 � s��a�uuu>>r r�annaa►�
13. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS. 1'MIN.-•ate- s TRENCH WIDTH ` -•.a-1'MIN. TRENCH WIDTH VARIES � � ``®s p �I��� ♦,�ao®\� p�od�',
1'MIN. Ir a -.r-1'MIN. I 3 "� im. ii► • I- `` ' SEDIMENT TRAP ♦s `� CAI{0 Pj ♦♦ ``` �A lTQ ,j
14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, A'; � v -ill ' OR BASIN ♦♦ Q�°°°° °° °°,°�f� �o ♦♦ �� ,°°F ESS A, rr
HEALTH, AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. Ti--1. 1 TI- d O
ANTI-SEEP COLLAR ..11,411* .":• ri�l•+111► il+ 11= PERSPECTIVE VIEW d ° Ny°e aQ OP.%
15. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED. NATURAL GRADE - -I - - _ - _T , g �L ' °<v
7 =1 -il 11 IT-1I-1 IE I 11-1 1r= NATURAL GROUND ° ° °c> SEAL r�>
16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION T(I nt e Fp % SEAL _z, - a,t''/_. c,$ =
HAS BEEN GRANTED BY THE CITY/COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN RIP RAP&FILTER FABRIC Tri-11T-1 T I I I Il-I °0 C-4168 z'. �' 036836 a•e "'
ESTABLISHED. (INSTALL TO TOE OF SLOPE) ....2......;:
O °m2F ae° o�I ��°°�
17. WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACED AT THE TOE OF A SLOPE > 10' VERTICAL OR ALONG ANY BAFFLE INSTALLATION NOTES ' :`may °°F?/NG&S....\s, rrr 92°� °Q� ♦.
CHANNEL OR WATER COURSE WHER 50' OF BUFFER IS NOT PROVIDED. a ° °° ♦ ♦ °°°°°°.° ♦
EMERGENCY SPILLWAY 1. DRIVE STEEL FENCE POST AT LEAST 24" INTO ��'oi��/S ° S0''�� ♦ is Mv�♦o®♦
BAFFLES SOLID GROUND �1''sr�As0111 °` � t" r�iiunra���0��
2. WOOD POSTS ARE NOT ACCEPTABLE
3. BAFFLE SPACED AS PER PLAN
SEDIMENT BASIN 4. BAFFLES SHALL BE INSTALLED PER NC EROSION
"Initial/Final Basin#100 AND SEDIMENT CONTROL PLANNING AND DESIGN Project Manager Drawn
Initial/Final Basin#200 MANUAL, BAFFLES. D. Gates C. Brown
Department Manager Checked
TOP OF BERM WIDTH P. Murphy P. Murphy
TOP OF DAM 1 (t0) j Print/Plot Date
SPILLWAY CREST (L) FOR LENGTH SPILLWAY DESIGN HIGH-WATER 1' FREEBOARD ---H IIIIt1111L __
nirn n uIl I FebrUray 12, 2020
it 11 II II u u iI Asbuilt Drawn Askruilt Date
I� (I I I 11 I I =11 l l L
d 11 II. 11-11 11=11 11 1•
REMOVABLE TRASH RACK IS OPTIONAL I II 11 11.=11-= If h, FLOW
FOR EASE IN MAINTENANCE. _ I� 11 II 11=�= �=1, r 5 MIN
1' MIN. =11 11u1Lll=11'= II t._- TiT�� 11, „W I € _
TOP OF BERM
I.:11-1 II II11
SKIMMER NG re:11 _ 1TA1 1 11 II 1. 0 1 MIN Cliera
TRASH RACK _ 'nl n-u ➢> u n Ir u n . T( )
3 1- 2 , n u n u 11 u
RISER CREST (SEE DETAIL) =11=1
1 111111.1 1 l-L. BAFFLES KM R Rei•••• �e
H II-II- 114. EMERGENCY SPILLWAY CREST It II II,II,II,11 IL � 1.5'
11=tl=1f I _ S 7y�f I p�y1 fig !�1q wry I I
. , PRECAST CONCRETE RISER .1=11=11= --e \ a�.r__. SEE DETAIL) WATER SURFACE I II Ir Ir II II 11 Ir II IL I T f 1 E 61 O 1 1 1 Y o✓O N GROUP INC.
SEDIMENT STORAGE II 11 11 11 11 II 11 it H If
�•r. 1-11-II=II MAXIMUM LEVEL OF SEDIMENT CLEAN OUT'STAKE II ll II: II II II II II II 11 II X
_ _ 2 -II II lr II II it II IL.11 II li 11 2 7
SEDIMENT CLEAN .'eily'li 1'�11 (CLEAN BASIN OUT WHEN 11�i11 11 1111 11 0 1111 1111 11 11 11 11.I1:ifili 1111111111:1111T1�1 1
OUT ELEVATION Ir-Ir.=1=11 RIP-RAP APRON THIS LEVEL REACHED) - - If..11 II II I� II-11 II II' II=11 II It 11-11. 1323 WALNUT STREET
11-11=11=11= } - i II. 11 II 11 11 II fi II II II II II If It. 1
4=11=11= - 11..11= II II II II 11 II II II IT II11 ll IL II II
- II=1f 11 a 24/2 11 II 11 11 II :Ti 11 11 11- 11 11 11 II 11 11-11
,j=�l�= 1L 11 Il ,.1Kn y, Il 11. 11 11 1I 11. 11 1I 1i 1r 11-11 t1 11:, 11,II-11�_' _ STATE VI L
m-' " "-" S LE, NORTH CAROLING 28677
_,_,= I_1 11 Y __ ,_,1=,1=�,II - P: [phone]
CLEAN OUT DISCHARGE PIPE (BARREL) II '.11-11-11--
Z/2 STAKE
BOTTOM OF BASIN ///////i11111
SECTION THROUGH BASIN AND SPILLWAY
D ti. . ... T',':.�,C°,:. ..`41 CLASS 1 OR 2
.. .••a. -'- 4' MIN. RIP RAP Project:
1 /// CARRY RIP RAP UP 3 -
vimmummi
fl CONC. ANCHORN.a• ANTI-SEEP COLLARS J �� SIDES OF SPILLWAY-�
S SIZE, QTY. AND SPACING VARIES f ,A�
EMERGENCY SPILLWAY 111111/11•.'fie.-I 1 r i�ii`e 11111II1=1r
f10W �-- * II ..s.; & 1z_11 pine Forest
, r. , SILT FENCE 1.5' min. 1. ,♦ 1111T111 .
J X II
is x 5 4
r
-..' d..,1 ') 1111111111111.I111111I.111 11 11111111111111 11111111 •
/ i�Id'i✓lE T BASIN P/ / / •�+rr,,,_. ` /X _ 2' to 3.5' 1111111t1111J111111111I1111111.71111R1111�11.111t�P
T AS / - .....- RIP RAP APRON THROUGH II I1 11 R 11 II. 11 it 11 II. L II
1 v TO END OF DISTURBED AREA I I 11 11=11 II it 11 II II Ir 1r-11-' NATURAL GROUND'
DATA BLOCK / I / \\\ ,
11111111111 �. 111111TI.IX/� 3'MIN.
s - �x'__-X ' SILT FENCE DrawingTitle:
Outlet Riser Barrel Barrel D S Y H Z L Sediment Storage Sediment Storage Surface Area Surface Area Drainage Denuded -Riser Crest rop of Dam 3ottom of Dom Barrel Barrel Inv. Spillway 'Q" 10 Orifice Size Skimmer ELEVATION OF BERM AND SPILLWAY
Inside Diameter Slope Required Provided Required Provided Area Area Elevation Elevation Elevation Length In and Depth cfs & Inv. In Size • SEE RESPECTIVE EROSION CONTROL PHASE PLANS FOR SIZE AND CONTROL OUTLETS.
•
Diameter • Out SEDIMENT SKIMMER BASIN r0 ®r1 Details
3
Basin 100 Initial 2.0 x2.0' 24" RCP 2.22% 1' 4.0' 8' 7' 6' 20' 21,706 CF 84,038 CF 10,680 SF 19,789 SF 12.06 AC 0.44 AC 796.00 798.00 790.00 67.42' 788.5-787 4.0' 24.55 2.00"-790 4.00" •
Basin 200 Initial 2.O x2.0' 18" RCP 2.21% 1 . 4.0' 8' 7' 6' 20' 16,704 CF 75,045 CF 8,582 SF 17,546 SF 9.28 AC 0.66 AC 794.00 796.00 788.00 84.00' 786.5-786 4.0' 19.73 2.00"-788 3.00"
Basin 100 FINAL 2.o'x2.0' 24" RCP 2.22% 1' 4.0' 8' 7' 6' 20' 21,330 CF 62,782 CF 15,525 SF 16,350 SF 12.02 AC 11.85 AC 796.00 798.00 790.00 67.42' 788.5-787 4.0' 35.69 2.00"-790 4.00"
Basin 200 FINAL 2.0 x2.0' 18" RCP 2.21% 1' 4.0' 8' - 7' 6' 20' 14,215 CF 74,271 CF 10,364 SF 16,765 SF 8.21 AC 7.90 AC 794.00 796.00 788.00 84.00' 786.5-786 4.0' 23.83 2.00"-788 3.00"-
INITIAL PHASE
/CONTROL DRAINAGE STORAGE STORAGE CLEANOUT PROVIDED SPILLWAY SKIMMER
MEASURE AREA REQUIRED PROVIDED DEPTH Z AREA ELEV. H L T W X SIZE ORIFICE
- • \ZIMMER BASIN 500 7.44 13,385 CF 26,558 CF 1.75' 13,116 SF 798.50 3.5' 15' 1.50' 8' 5' 2.50'2.00.2 -
- - r NOTE: MINIMUM BARREL SIZE IS 4'PVC -
Project No. Drawing No.
2712
DWG File Name:
.... .. . ...... .•. , .. _...._ .. ... ._ ..__.. ... .. _. ...... .,, . .: .., ... . _.. 2712-EC Plans
,. �....�..__

I 1
DATE ISSUED FOR REV.'
10/05/18 Initial Submittal to City of Statesville 0
PROPOSED 11/16/18 Second Submittal to City of Statesville 1 I
PROPOSED CONCENTRATION PROPOSED
CONCENTRATION/
OUTLET(TYP.) CONCENTRATION
•
PROPOSED • 05/10/19 Second Submittal to NC DOT
21
OUTLET TYP. OUTLET(TYP.) SILT FENCE(TYP.) CONCENTRATION
(TYP.) SILT FENCE(TYP.) SILT FENCE(TYP.) OUTLET(TYP.) 09/19/19 Third Submittal to City of Statesville 31
❑ o ' ❑ ❑ ° '•r* 12/16/19 Fourth Submittal to City of Statesville 41
SILT FENCE(TYP/2V— ,) �s -,
2/12/20 Fifth Submittal to City of Statesville/NCDEO 5
❑ /.?P '
I ~o
ill
SLOPE NEW PROPOSED/ LOPE NEW PROPOSED/ NEW PROPOSED' p HOME PROPOSED` ❑
mU HOME HOME cl HOMEt <0 UNDER SLOPE ./STOCKPILE,,
QU ❑ UNDER STOCKPILES 4U UNDER STOCKPILES d UNDER /STOCKPILE O— \LOCATION U <LOCATION
�� CONSTRUCT.
O_, CONSTRUCT. LOCATION / O� CONSTRUCT. LOCATION / 01- CONSTRUCT. LOCATION co
\ Lim ❑
Um Lx
SLOPE V CONCRETE U� �/ OD CONCRETE \ Zia-
. /� WASH AREA
�a WASH AREA �<L I /\ WASH AREA Jp WASH AREA m
min ❑ m�Din m� onus ❑
TEMPERARY `n _ TEMPERARY ^`O ^��` `� t° TEMPERARY
❑ CONSTRUCTION ° CONSTRUCTION �i`+� • '! TEMPERARY CONSTRUCTION •
ENTRANCE rENTRANCE ENTRANCETION
ENTRANCE
PROPERTY PROPERTY PROPERTY '
PROPERTY LINE
LINE LINE LINE
w '
w w w z w
z w z zw z w z z
J z_ J z_ J z J \
CY
NOTE: NOTE: NOTE: NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER SILT FENCE TO BE INSTALLED BY LOT OWNER SILT FENCE TO BE INSTALLED BY LOT OWNER
SILT FENCE TO BE INSTALLED BY LOT OWNER PRIOR TO AND TO BE
PRIOR TO CONSTRUCTION AND TO BE PRIOR TO CONSTRUCTION AND TO BE PRIOR TQ CONSTRUCTION AND TO BE MAINTANEDO UNTIL CONSTRUCTIONOT IS GRADED AND TURF
MAINTANED UNTIL LOT IS GRADED AND TURF MAINTANED UNTIL LOT IS GRADED AND TURF MAINTANED UNTIL LOT IS GRADED AND TURF IS ESTABLISHED.
IS ESTABLISHED. IS ESTABLISHED. IS ESTABLISHED. •
LOT SILT FENCE PLAN #1 LOT SILT FENCE PLAN #2 LOT SILT FENCE PLAN #3 LOT SILT FENCE PLAN #4
N.T.S. N.T.S. N.T.S.
N.T.S.
THCAI UIT AI44113E,::::
PROPOSED Know what's below.
CONCENTRATION
OUTLET(TYP.) N t?��oEa a One-Cali Center ° l before you deg.
SILT FENCE(TYP,) SILT FENCE(TYP.) '_�i
PROPOSED '
CONCENTRATION Engineer:
� �a
OUTLET(TYP,)
❑ SLOPE ° ❑ NEW /�
Ale NEWHOME PROPOSED/ HOME PROPOSEDNEW ' NEW PROPOSED' C] HOME PROPOSED
t] p� SLOPE C HOME Q UNDER STOCKPILE a
¢v UNDER STOCKPILE\ Qv UNDER /STOCKPILES ¢ UNDER /STOCKPILE 0- SLOPE ❑
O— O— CT. 44 \ OU SLOPE \ ; �� CONSTRUCT, LOCATION I /
lim CONCRETE CONSTRUCT. LOCATION / Cif CONSTRUCT. LOCATION <0 CONSTRUCT. LOCATION ❑ U� CONCRETE '
UD ix WASH AREA `, CONCRETE /,U0 {.....\, ❑ CONCRETE
•
V03 [L WASH AREA
�a �d WASH AREA �a WASH AREA J
[LLo E [10 ,• • SILT FENCE TYP.) ` a \ L TEMPERARY 4" i
a_a
uo SILT FENCE TYP. ;r' -- •`� CONSTRUCTION CONSTRUCTION r CO PERARY I
(TYP.) ��,c•���_ TEMPERARY ( �TEMPERARY � NSTRUCTION t •
IN_
❑ ° ❑ ❑ ❑ ,� ❑ ENTRANCE ❑ ❑ ❑ ❑ ENTRANCE❑ ❑ ❑ ❑ ° ENTRANCE
PROPERTY PROPERTY PROPERTY PROPERTY R.TEMPERARY LINE o
CONSTRUCTION LINE LINE LINE
Harris & Associates, C°
ENTRANCE w
z w _z w PROPOSED z w z
w w w z w
J •
J CONCENTRATION z PROPOSED Engineering • Land Surveying ® Planning
a OUTLET(TYP.) - CONCENTRATION I p
(4 ct OUTLET(TYP.) 62 Management
1 1186 Stonecrest Blvd.,Tega Cay,S.C.29708 P:[phone] '
•
NOTE: NOTE: NOTE NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
SILT FENCE TO BE INSTALLED BY LOT OWNER SILT FENCE TO BE INSTALLED BY LOT OWNER SILT FENCE TO BE INSTALLED BY LOT OWNER PRIOR TO CONSTRUCTION AND TO BE
PRIOR TO CONSTRUCTION AND TO BE PRIOR TO CONSTRUCTION AND TO BE PRIOR TO CONSTRUCTION AND TO BE MAINTANED UNTIL LOT IS GRADED AND TURF
MAINTANED UNTIL LOT IS GRADED AND TURF MAINTANED UNTIL LOT IS GRADED AND TURF MAINTANED UNTIL LOT IS GRADED AND TURF IS ESTABLISHED. 111�3I�AA A!° ® �"�"��'°� i °�`�
IS ESTABLISHED. IS ESTABLISHED. IS ESTABLISHED. 1 W al9r �111 ' 1 a da
LOT SILT FENCE PLAN #5 LOT SILT FENCE PLAN #6 LOT SILT FENCE PLAN #7
LOT SILT FENCE PLAN #8 ,
N.T.S. N.T.S. N.T.S. N.T.S.
This drawing shall not be used for construction purposes until the
' seal and signature of the responsible registrant appears on the
I drawing,and proper permit forms and related fees are transmitted
• I by the Owner,Owner's Agent or Contractor to the Authority i
having jurisdiction. i
Corporate Seal Engineer's Seal a
�,00tt111111/i,i p11ir19111il ,
`� CAp '' ' CA pa
' ' °�F ESS/0°°%q's i:''' Q�pF 'M....I �-37 1.1
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an o rn SEAL cD% = :'� SEAL �? = .
°0 C-4168 a r r "L 036836 �°
• 4.
FsOFF V ° ° � "0*0 . �.),/
'' y°°°R/NG&S °° �. -• q], ,° Q
''i,i�r�,, CSC AS5-niiiiio.,oa`e' prtliCK
r! It;1 itM`oo
• Project Manager Drawn
D. Gates C. Brown
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Date
•
Februray 12, 2020 1
Asbuilt Drawn Asbuilt Date
Client
THE JOHNSON GROUP, INC.
323 WALNUT STREET
• STATESVILLE, NORTH CAROLINA 28677
P: [phone]
•
Project
Pine Forest II
Drawing Title:
Erosion Details 4
•
Project No. Drawing No
2712
DWG File Name:
2712-EC Plans
-

77 , 10/05/18 Initial Submittal to City of Statesville 0 ;
./
11/16/18 Second Submittal to City of Statesville
a� 05/10/19 Second Submittal to NC DOT 2
o
r, • 09/19/19 Third Submittal to City of Statesville 3
SITE/ i
: / r I I I I I I I G.�J- i •
\ .••';illt. '1.1 . - , '12/16/19 Fourth Submittal to City of Statesville <<�• ' , n •
" °'`' " • 2/12/20 Fifth Submittal to City of Statesville/NCDEQ5ty
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• • :... •�(c— ...... , \ i \ 1 ..:: i; ........ \'':`: G ' \ \ ` �'' ``i• ` : HAZARD LINE WITH EXISTING TOPO ° O� �r�1S 17L Associates Inco
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'`:''•''. seal and si nature of the res onsible re istrant a ears on the
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— \ '• ..' ' 77 \
:`: I fe re ransmitted, ,
°, 4 `� drawing,and proper permit forms and re ated es a t
I • '`� �� „ ;.: • ` ` /j:-`"'` ' ' '�` \; '' I '': : by the Owner,Owner's Agent or Contractor to the Authority
•
f ..,.. J ••IV \
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' ; DATE ISSUED FOR REV
77 " "� .:,- 10/05/18 Initial Submittal to City of Statesville 0
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12/16/19 Fourth Submittal to City of Statesville 4
GENERAL NOTES
I / ," 0 1 2/12/20 Fifth Submittal to City of Statesville/NCDEQ 5
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1) ALL REQUIRED PERMITS MUST BE OBTAINED AND A COPY MAINTAINED ON SITE PRIOR TO COMMENCING WORK. ALL REQUIRED EROSION CONTROL DEVICES
SHALL BE INSTALLED PRIOR TO THE INSTALLATION OF ANY UNDERGROUND UTILITIES OR SITE GRADING ACTIVITIES. SEE THE APPLICABLE PLAN SHEETS FOR ;
THE REQUIRED EROSION CONTROL REQUIREMENTS, MAINTENANCE AND STABILIZATION OF THE WORK SITE.
2) DURING CONSTRUCTION AND UNTIL TURF IS ESTABLISHED,ALL EROSION DEVICES SHALL BE MONITORED AND MAINTAINED PER THE SPECIFIED MAINTENANCE
SCHEDULE(SEE EROSION CONTROL PLAN SHEETS).ALL COMPLETED WORK AREAS THAT HAVE BEEN BROUGHT TO GRADE SHALL BE SEEDED AND MULCHED. Murdock Rd.
3) CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING WORK.CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL APPLICABLE
UTILITIES AFFECTING THE PROJECT(ON AND OFF SITE). ., Am'Y H,p Rd. •
• 4) THE CONTRACTOR SHALL CONTACT THE(NC811), NORTH CAROLINA 811,[phone],AT LEAST 72 HOURS IN ADVANCE OF THE CONSTRUCTION. INDIVIDUAL
UTILITY AGENCIES NOT PARTICIPATING IN NC811 SHALL BE CONTACTED INDEPENDENTLY BY THE CONTRACTOR.
5) UPON VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES, CONTRACTOR SHALL VERIFY THAT THERE ARE NO CONFLICTS WITH THE EXISTING
UTILITIES. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER FOR EVALUATION AND REDESIGN(IF NECESSARY). THE CONTRACTOR SHALL NOT ,- \i
COMMENCE WORK IN THE AREA UNTIL THE CONFLICT IS RESOLVED. ......•.._ ...._
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6) ALL EXCAVATION FOR THIS PROJECT SHALL BE CONSIDERED UNCLASSIFIED, UNLESS SPECIAL PROVISIONS ARE STATED IN THE CONTRACT DOCUMENTS. VICINITY MAP - N.T.S.
7) DURING EXCAVATION,ALL FOREIGN DEBRIS AND UNSUITABLE FILL MATERIALS SHALL BE REMOVED AND DISPOSED OF OFFSITE OR LOCATION APPROVED BY
OWNER.
8) ON-SITE BURIAL PITS,WHEN APPROVED,SHALL BE CLEARLY MARKED ON THE FIELD RECORD DRAWINGS AND A COPY OF THOSE DRAWINGS SHALL BE
PROVIDED TO THE OWNER. THE USE OF BURIAL PITS SHALL NOT BE ALLOWED FOR THIS PROJECT.
9) ALL FILL SHALL BE COMPACTED TO 95%STANDARD PROCTOR(ASTM D698)MAXIMUM DRY DENSITY FOR SPECIFIED MATERIAL. "LIGHTWEIGHT"OR HIGHLY
PLASTIC SOILS SHALL NOT BE USED AS FILL UNDER ROADWAYS, BUILDINGS AND OTHER STRUCTURAL AREAS. LIGHTWEIGHT OR PLASTIC SOILS AS DEFINED BY
• THE GEOTECHNICAL ENGINEER. 100%STANDARD PROCTOR OF MAXIMUM DRY DENSITY SHALL BE ATTAINED FOR DRIVEWAYS,PARKING LOTS AND BUILDINGS
(UPPER 12"OF SUBGRADE). ,
10) AREAS CUT TO GRADE(RESIDUAL SOILS)SHALL BE PROOFROLLED(MIN.50,000 LBS)OR TESTED BY OTHER MEANS TO ENSURE THAT MATERIAL IS SUITABLE FOR
STRUCTURAL LOADING. PLASTIC SOILS SHALL BE UNDERCUT AND DISPOSED OF OFFSITE OR LOCATION APPROVED BY OWNER AND REPLACED WITH SUITABLE •
FILL MATERIAL,AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
11) ALL FILL FOR STRUCTURAL AREAS SHALL BE PLACED IN 8"-12"LIFTS AND COMPACTED TO 100%STANDARD PROCTOR MAXIMUM DRY DENSITY(ASTM D698)AT
NEAR OPTIMUM MOISTURE CONTENT FOR UPPER 12"AS MEASURED FROM FINISHED GRADE(TOLERANCE SHALL BE+/-2%).
12) SLOPES SHALL BE GRADED NO STEEPER THAN 2:1, UNLESS SPECIFICALLY NOTED ON THE PLANS.FOR ALL SLOPES GREATER THAN 2:1, EROSION CONTROL
MATTING WILL BE REQUIRED.ALL 2:1 SLOPES ARE RECOMMENDED TO HAVE EROSION CONTROL MATTING TO ASSIST IN STABILIZATION.SEE VEGETATIVE
MATTING DETAILS ON SHEET EC-8 FOR INSTALLATION REQUIREMENTS. r " '
13) IF NECESSARY, SLOPES WHICH EXCEED EIGHT(8)VERTICAL FEET MAY REQUIRE THE USE OF SYNTHETIC OR VEGETATIVE MATS,IN ADDITION TO NORMAL
SEEDING. NORM C:�R®/NI ` „
14) COMPACTION WITHIN ROAD RIGHTS-OF-WAY SHALL BE AS REQUIRED BY THE GOVERNING AGENCY. ATA MINIMUM,THE FOLLOWING STANDARDS SHALL BE MET:
A.)SUBGRADE SHALL BE COMPACTED TO 100%STANDARD PROCTOR MAXIMUM DRY DENSITY(UPPER 12"). Know what's below.
B.)AGGREGATE BASE COURSE SHALL BE COMPACTED TO 100%MODIFIED PROCTOR MAXIMUM DENSITY.C.)INTERMEDIATE AND SURFACE HOT MIX ASPHALT COURSES SHALL BE COMPACTED TO A MIN.OF 92%MAXIMUM SPECIFIC GRAVITY. • N C.c...a,, One-Call Center Caii before you dig.
D.)SUBGRADE AND BASE COURSE SHALL BE PROOFROLLED(50,000 LBS MIN.).
E.)HOT MIX ASHALT TEMPERATURE AT TIME OF LAYDOWN SHALL BE WITHIN 20°F OF THE PLANT MIX. TEMPERATURE(MIN.TEMPERATURE SHALL BE NO LESS PM -�
THAN 220-230 DEGREES). ! Engineer:
F.)VARIATIONS OF THE MINIMUM REQUIREMENTS CAN BE CONSIDERED ON A CASE-BY-CASE BASIS AND MUST BE APPROVED BY THE GEOTECHNICAL fi
ENGINEER.
15) THE CONSTRUCTION OF ALL STREETS AND DRAINAGE IMPROVEMENTS LOCATED WITHIN THE ROADWAY RIGHT-OF-WAY SHALL BE GOVERNED BY THE The CITY '
OF STATESVILLE STANDARD SPECIFICATIONS.
16) STORM DRAINAGE SYSTEMS(PIPED OR OPEN CHANNEL)LOCATED OUTSIDE OF THE PUBLIC ROAD RIGHT-OF-WAY ARE THE MAINTENANCE RESPONSIBILITY OF
THE INDIVIDUAL PROPERTY OWNER OR HOMEOWNERS ASSOCIATION (HOA), UNLESS OTHERWISE SPECIFIED. WHEN REQUIRED,PRIVATE DRAINAGE
EASEMENTS SHALL BE APPLIED AND ANY OBSTRUCTION OR ENCROACHMENT INTO SAID EASEMENT IS PROHIBITED. HOMEOWNER OR BUILDER IS SOLELY AT •
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RISK FOR THE REMOVAL AND/OR DAMAGE OF HARDSCAPES, LANDSCAPING,STRUCTURES OR OTHER IMPROVEMENTS PLACED WITHIN THE EASEMENTS SHOULD •
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MAINTENANCE NEED TO BE PERFORMED. • d
17) THE BUILDER SHALL BE RESPONSIBLE FOR MEETING THE BUILDING FOUNDATION DRAINAGE REQUIREMENTS AS SPECIFIED IN THE INTERNATIONAL RESIDENTIAL :• ` 1 !: '� 1'' �� Ii1.-111
CODE CURRENT VERSION AS ADOPTED BY GOVERNING AGENCY). I : I .�
18) ENGINEER DOES NOT WARRANT THAT ANY OR ALL LOTS HAVE BEEN SET UP TO MEET THE BUILDING FOUNDATION DRAINAGE REQUIREMENTS SET FORTH IN I: 1-..•`'' I 1 I� � I ; / ; •
THE INTERNATIONAL RESIDENTIAL CODE. /19) BUILDER SHALL BE RESPONSIBLE FOR MAINTAINING THE ESTABLISHED DRAINAGE PATTERNS OR ENSURING THAT ANY ALTERATIONS TO THE ESTABLISHED ?- �' - - =- -� _ �; ••.•.' 4 i Ot0.\--L-:.... �� —�9r :I /,';',:`?(•1. rr
DRAINAGE PATTERNS WILL NOT ADVERSELY IMPACT THE RECEIVING STORM DRAINAGE SYSTEM AND/OR DOWNSTREAM PROPERTY OWNER, v; ;
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20) FINAL ELEVATIONS ARE SUBJECT TO CHANGE BASED UPON SITE CONDITIONS,CONSTRUCTION TOLERANCES BY AND BETWEEN OWNER/CONTRACTOR,AND = _ .. / °
OTHER CONDITIONS. "' _ • /' ' ' '
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INTO SAND FILTER BMP PONDSAFTERFULL DRAINAGETOEXISTINGAND - -• :.: .:_
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I DATE ISSUED FOR REV
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. _. , DATE ISSUED FOR
5'SIDEWALK
5'PLANTING STRIP PROP.2'SIDEWALK
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10/05/18 Initial Submittal to City of Statesville 0
,; I ' , 1`I/16/18 Second Submittal to City of Statesville 1
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34
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- - - Management
: •••• \ 7J./
aj L0 1186 Stonecrest Blvd.,Tega Cay,S.C.29708 P:[phone]
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"49 A 4 , / • , SEE MATTING SHEET f
•
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of / �J a: IJESIGN BY OTHERS \
/ N G8 3�* , �' — • 02 BMP 3. r , ` This drawing shall not be used for construction purposes until the
I / 27 >p, '-.;� •,.•••'�:;,-' 8 / ' •i S.EE SHEET GP-6 FOR g
7493 SE... / '' 0 ::) •,.. ..".,>> °
h r registrant appears on e
_ / • ( PROFILE '. seal and signature of the responsiblet
•
• , 1`:. `:` drawing,and proper permit forms and related fees are transmitted
:"•: •, j j i -� • 2 `........ wn nt or ra e Autho
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is •,: � �"" �0 p p
Q. E -`r� ' \ by the Owner,O er's Age Cont ctor to th rity
1. / PPD 1883 ! `C
' g ti / having jurisdiction.
\ o BMP ACCESS Corporate Beal Engineer's Sea!
\ 7146 SF \ �.. • • Nr imp p
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EASEMENT O. I �' ;
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: .........•.........
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WIDTH 23'MIN ' / 1C / ` �0`{ rn SEAL c�°° - "''' SEAL rm..r DEPTH-.2 70.',MI I • ti 0 z _ • c..)- :1-- �• -
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�.•-•''"•• ^ =� C 416$ `' ° oN 036836•
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( 4 I Qi► � Project Manager Drawn
• • PERMANENT SLOPE , • ''` / r � i g
f• ��
•••,,, .•••,, REINFORCEMENT •••
': = •
" .-' -/ '] D. C. Brown
•
�'. (�j �y Gates
MATTING. SEE SHEET •..•.. _•. • • } .... ..,3
:: •': ': • • • BMP 2. • • ��40110. cj. ��r... Department Manager Checked
y
D _ i P. Murphy P. Murphy
, : � • -_ •- _ P y p y
• .. _,,,,6, I .•�..... •.._...'°�-._ __.. Print/Plot at Date
•
— Q
/ ! .. �,; , S.S.E. _ -7 P ' E/PI
• • .. � ._,_- Februray 12, 2020
-.:800 i
Asbuilt Drawn Aslaall<Date
•� r 0 S.S cq
-. ®� 2_ •-- G �9 rc BMP MAINTENANCE Client
.. ,� �•.::.::....,.•' �r I�O R E BAY i����I • ' �•
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• �""" — fA ?_c) _ ° _, EASEMENT : \\'1A/f, di 2041-K,,.., 44_4( / ' . • k •• . .... _____-- .
%' RIP RAP APRON Johnson
\ s • ii
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I TOP OF BANK(TYP.) Group,a Inc.CI
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, ,, W i / / PT I
. \ ` DE H=3.375'M N �, �}`.,, 323 WALNUT STREET
: � • i9$ PROP. LOCAL STUDY 100 YR FLOOD HAZARD LINE WITH PROPOSEDTbP'O"'' _ ,; STATE VILLE, NORTH CAROLiNA 28677 19B , �" _ — — j \ P: [phone]
E _ _ INS fiH EX STTN�TOPO — •
L. ::::::::::....... _ _ — —
_ .,
X LOCAL DY 100 YR •�-- �`�': "ST>1 FLOOD HAZARD L '
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LENGTH=23'MIN / — Drawing Title:
rM "
/ TOP OF BANK(TYP.) • i/ • \ ..
WI TH-25'MIN / / ' —
..........
•
DEPTH=4:05--MIN • // J. — �._ Q
30"S f REAM BUFFS- .. ✓•............`:. '�,�
: �' , j • • • 'Grading Plan 3
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GRAPHIC SCALE
: , /
/ _ — I -30 0 15 30 60 120
, �. �,. Project No. Drawing No.
3008 — — — — /
780.2 i — — • ,
1 inch IN FEE 0 )ft, DWG2File Name:
2712-Grading Plan G —4
, -_. ; . . ,,_ • ..-, - - ._ . —, --- - __.,:--------.T_W.._..--- . ,.._ , ,.,•-___ - �. ,,, ., --..... , -....., - - -- : --I 1

DATE ISSUED FOR REV
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
05/10/19 Second Submittal to NC DOT 2
ATTACHIVIENT ATTACHMENT
"A-2,, " ,V 09/19/19 Third Submittal to City of Statesville 3
12/16/19 Fourth Submittal to City of Statesville 4
TYPICAL LOT GRADING PLAN TYPICAL LOT GRADING PLAN 2/12/20 Fifth Submittal to City of Statesville/NCDEQ 5
PLAN & PROFILE - MONO SLABS PLAN & PROFILE - MONO SLABS
WITH TURN DOWN SLAB WITH TURN DOWN SLAB
LOT SIZE: / LOT SIZE: 1
1 oft 2of2
TYPE 99A19 LOT DRAI NA 25' / PAD DEPTH &WIDTH VARIES VARIES VARIES
R/W FRONT (AS STATED IN DEVELOPMENT STANDARDS) R.
BACK TO FRONT DRAIN PATTERN SETBACK
TYPE 99A99 LOT DRAINAGE TYPE 9999 LOT DRAINAGE (S.B.) ,
PROFILE VIEW TIE TO NATURAL GRAD: -
\ \ i
MAY OCCUR BEFORE
20 o REACHING PROPERTY
rg w v-Q w LINE
WJ > WJ
°• SWEo� N
REARYARD M . 6" HIGHERTHAN . � 1HCANIN AI srpz H QO E o HOUSE Klt Marsbelow.
>-I— L!J >-I— W N Carol a a One-Call Center
CL W CL<w -- VARIES* Call before you dig,
Q W ¢p PAD ELEVATION** __—___-
CL \ \ Y o.00' 1�°/°LU Mom.
Engineer:
NOTES:
PROFILE OF DITCH ON (TjFTO 2,
i / 1. PURCHASER SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE HIGH SIDE OF LOT 4/ •• M
//f.,' . .
BREAK AROUND THE HOUSE FOUNDATION PER LOCAL & STATE BUILDING CODES AT U�
POINT \ \ TIME OF HOME CONSTRUCTION. *FALL AWAY FROM PAD BY SELLER. < G,�
(TYP.) PAD WIDTH 42 ' MIN PAD WIDTH 42 ' MIN 2. WHEN TOPOGRAPHIC CONDITIONS ARE SEVERE AND REAR YARDS CANNOT 2% - 5% SLOPE AT HIGH SIDE OF PAD �F) 4 `
/ / / BE TIED OUT PER TYPICAL DETAILS, A REAR STEM WALL FOUNDATION, NOT TO TO BE PROVIDED ** PAD ELEVATION WILL VARY BASED ON pj / �`` j,.
EXCEED 36" WITHOUT PURCHASER APPROVAL, MAY BE REQUIRED FOR :.'
***COASTAL AND CHARLESTON DIVISION FRONT SETBACK AND PAD DEPTH
GRADING TRANSITION. MIN SLOPE SHALL BE 1%
— — — — — — — — — R. Joe Harris & Associates, Inc.
HIGH _HIGH TYPE 99B99 LOT DRAINAGE X 25' / PAD DEPTH &WIDTH VARIES / VARIES / VARIES X Engineering • Land Surveying ® Planning
I POINT I POINT
W (TYP.) w (TYP.) R/W FRONT (AS STATED IN DEVELOPMENT STANDARDS) ft.
Management
SPLIT
�1
w w 9 L.I T DRAIN PATTERN SETBACK 1186 Stonecrest Blvd.,'cep Cay,S.C.29708 Y (803)802-179
(S.B.)
Q Q PROFILE VIEW TIE TO NATURAL GRAD:
or MAY OCCUR BEFORE
REACHING PROPERTY www.r oeharrns com
LINE •
PROFILE OF DITCH ON •
HIGH SIDE OF LOT
\ \ This drawing shall not be used for construction purposes until the
0.00' seal and signature of the responsible registrant appears on the
2% MIN. PAD ELEVATION** VARIES* drawing,and proper permit forms and related fees are transmitted
\! — by the Owner,Owner's Agent or Contractor to the Authority
o 5. -•,- having jurisdiction.
If \ v \ \
cv Corpora#� Sea! Engineer's Seal
NOTES:
MIDDLE OF PAD TO BE PROFILE SIDOOD OT*ITCH ON (Tj` lb -'..7 `o00,11nu#,'',, ®��vraannii,,t,,,
MIN. 6 HIGHER THAN ** qrU %0 0 C 0
H CAR e AR
1. PURCHASER SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE HIGH SIDE LOT SWALE R,`� O °°°°Essi°°°</A/`' .0.`,0,c)�°°oFEs°s%°���le'
AROUND THE HOUSE FOUNDATION PER LOCAL & STATE BUILDING CODES AT G �o of oti °% �° 9 s
TIME OF HOME CONSTRUCTION. Opp
= ° �`� 9`°0 " .. ° . y9 ° '
*FALL AWAY FROM PAD BY SELLER. 2 :�, SEAL z° _ _ oW SEAL
R/W 2. WHEN TOPOGRAPHIC CONDITIONS ARE SEVERE AND REAR YARDS CANNOT 2% - 5% SLOPE AT HIGH SIDE OF PAD t 9c C-4168 o� 036836 ,�o
BE TIED OUT PER TYPICAL DETAILS, A REAR STEM WALL FOUNDATION, NOT TO TO BE PROVIDED ** F`"0.e/ 4� °� T$ %'O°°0'b i)e^°°'� b
EXCEED 36" WITHOUT PURCHASER APPROVAL, MAY BE REQUIRED FORPAD ELEVATION WILL VARY BASED ON .y °'�/NG&S. k, .•` 'r -7 °° �,,
***COASTAL AND CHARLESTON DIVISION �j°° ° p ` (1 �`.�/0 Q
GRADING TRANSITION. FRONT SETBACK AND PAD DEPTH '�. n) °°° °°° GHQ,e, '. � °°°°°°°° � �o``
MIN SLOPE SHALL BE 1% '��1-411,111,00,>>`�4 24Z'l s a�aia°��e°
Project Manager Drawn
SIDE YARD STANDARDS D. Gates C. Brown
ni0 Department Manager Checked
i NOTES: d ° . P. Murphy P. Murphy
(fl c� gt z°m x Print/Plot Date
'L / r)' �›1-i FWi (FT.) D 6, * THIS PRECAST ENDWALL' MAY BE USED FOR THE FOLLOWING p Q�r
\ r" -I C4 STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33, LL z Febru ray 12, 2020
H -1 7> 838.39, 838.51, 838.57, 838.63 AND 838.69. Din
�'C�M C?'q't * INSTALL PRECAST ENDWALLS WITH WINGS AND PAY LIJ Q I LL.i Asbuilt Drawn Asbuilt Date
2"r1 M 1-0". 1' 0" FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. Q 0 0 H -
M C/J O C� * USE 4000 PSI CONCRETE. h-X F®
6 42 * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 CI° LL O J Client
Et 04 -7 "� — FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING C9 0Cp re
�a, / a I TO ASTM A185 WITH 2", MIN. CLEARANCE. _ Z
1 H2 I H2 * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH CM a-a THE J O H N S O N GROUP INC.
0 CS/RCP OSHA STANDARD 1926.704. 1 LLL
H1 H1 I * PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY y-
'4 323 WALNUT STREET
_ I CONTRACTOR
— * ALL ELEMENTS PRECAST TO MEET ASTM C913. STATESVILLE NORTH CAROLINA 28677
/ / 5' MIN. / / 5' MIN. ,r— ——— — I!� —— — — r * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR '
— ' 1' Q" P. [phone]
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
`FFE PAD ELEVATION m� �� * CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
/ 48" MAX 8" Q.C.(TYP,) B" Fes— 8" O.C.(TYP.)
rl REFER TO CHART REFER TO CHART w
, \r"--T-' / / FOR BAR SIZE FOR BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
:� ��I-II ��I111 11- • • ELEVATION AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION roject
!ate SIDE TO INCREASE THIS BAR SIZE AS NEEDED,
SIDE YARD SWALE r f 43'
r- 2E Pine Forest II
"I GO ENDWALL DIMENSION ¢ Iu 1-1-1° •
-
SIDE YARD SWALE = t, > W2 (FT.) f� CL
FT. MINIMUM MIN./MAX. MIN./MAX. MIN./MAX. MIN./MAX. MIN./MAX. x
PIPE DIA, BAR SIZE H1(FT.) H2(FT.) 0 (FT.) W1 W2 a
cC Imp,
� 1.0 #5 6 8" 1.25/2.00 2.00/3.75 1 .25/1 .75 3.00/3.75 5.50/6.00
• 1� ® �lV 1.25 #5 @ 8" 1 .25/2.00 3.00/3.75 1.25/2.00 3.50/3.75 6.50/6.75 Z = • 03�i.'iri iN:
i > ram* 1.50 #5 @ 8" 1 .25/2.00 3.00/4.25 1.50/2.50 3.50/3.75 6.50/6.75 1- x ,
rn * TIIIIK
2.0 #5 @ 8" 1.50/2.60 4.00/4.75 1.75/2.50 4.00/4.25 7.50/8.25 r ding D t iID '..■ 2.5 #5 @ 8" 2,50/3.50 4.00/6.00 2.00/3.00 4.50/5.50 10.00/11.50 tIa 4t LLI
CI 3.0 #5 6 8" 3.00/3.50 5.00/6.00 2.75/3.50 5.25/5.75 11,50/11.75 -9 < Z
0 q,' 3.5 #5 @ 8" 3.25/4.50 6.00/6.75 3.25/3.50 6.00/6.75 12.00/13.25 lZ
m
4.0 #5 6 8" 3.50/4.50 6.50/7.00 3,25/3.50 6.50/6.75 13.00/13.25
4.5 #5 6 8" 4.00/5.00 6.50/8.50 3.25/4.00 7.00/9.25 13.50/15.75
5.0 #5 @ 8" 4.50/5.00 7.00/8.50 3.25/4.00 7.25/9.25 13.75/15.75
• 5.5 #5 @ 8" 4.50/5.00 7.50/8.50 3.25/4.00 7.25/9.25 14.00/15.75
6.0 #5 @ 8" 4.50/5.00 7.50/8.50 3.25/4.00 7.75/9.25 14.75/16.75
SHEET 1 OF 1 SHEET 1 OF 1
Project No. Drawing No.
2712
DWG File Name:
2712-Grading Plan �°

GENERAL NOTES:
DATE ISSUED FOR REV
"O H T r FRAME,GRATE,AND HOOD 5 .. FRAME,GRATE,AND HOOD AS PER I0/05/18 Initial Submittal t0 City of Statesville 0
__• 43" NOTE' USE TYPE "E", "F" AND "0" GRATE E. 2. CONSTRUCT TWO SINGLE BASINS WITH DOUBLE INTERIOR WALL. , � , , - ASPERNCDOTSTANDARD840.03 a ,. �, NCDOTSTANDARD840.03
>1 ,41440...., , ..,,,,,,, ,,,,,-, 400,
H �� - ++ 'Q 3• ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. - �• .� ��" `�. •
�7 O UNLESS OTHERWISE NOTED. r..
zr. • EEE
ONITHIC d REINFORCING TO:T:
BHAVE A MINIMUM DIAMETER `n cc c *�' ��t \ / .r°F,� 7 ""
Cy'"I TA W - SAME AS OF OUTLET PIPE D3. 6, IY-
x m fi 2J�" ( ( 21'$" cc o 6, ALL REINFORCING STEEL SHOWN IS PROVIDED t � ?a �iIII* r Third Submittal to City of Statesville
CA C9 h^' 1-.1 7 v v,,.r ,
...,`,,S-�0.pI 61T151"Sele
h c III AS CONTINUOUS MEMBERS. (NO LAPS, USED AS A SINGLE CONTINUOUS BAR IN THE SLAB) �� �ill �.'' o
w r- Cp F- O F 9 l
p F-u_wa � k Y ,� _ Pis 12/16/19 Fourth Submittal to City of Statesville- 0• = z .1' t"° I �, .i. - - SECTION - LL SECTION - MI cco •I '# s
` 3> V t 11 1 �i�}I. Huillim _ii •
p
co .4014101
�-1 r ALIGN FRAME WITH INSIDE I 1 tg F-w e J-M �t■'�'�1�1 �.�■',�■ J-Mif,
C�w l I t ° o EDGE OF WALL TO ALLOW ,�a 4~ W n Y Y III �-- 2/17./20 Fifth Submittal to City of Statesville/NCDEQ
°` r 1 1 -� FOR VERTICAL ADJUSTMENT1111
'111 n aT ' �; '� ' 2
y INLET q . .
R? l 11 J 411"
r ,
e 11 - t 6 WALL SECTION '- 0 1 ' OUTLET ' �� � . •
rr 1 L a
■ ■I Imo■ ■��■ s� r
�t Lr SECTION - SI3 C- I I I lF���'�Tii
T 0 (I fl I I 1 1 I /
SECTION - PP SECTION - NN E. `r`r
111 �'
PLAN y
PLAN 4" PLAN .M � ;:c3,00,.„.iio �Fs
C
`►7 ,., .. —. ° 3- #4 BARS ;
0 "Ill m FRAME,GRATE, & HOOD ASS'Y aJ pp " H 3- #4 BARS V, „ 100' 1* ' / 4 . '.a, .
"t3 u� I I �� O WQr� � 1 "... 4s, . . , ,
9 •
, I r. LL •• 0
= CD 1111:1111111111111111MINI1111111W11111=1.1 ill 111.15111.....arilltrelearill 1410 ,-, d' r
ma X
•
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ill 3'-0'+ ::.:- ',. � I �' Q 8-^'ili.-.,'_' t�'_ ,i'..-' -'y-_■ 8 8., in
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•
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•
401
ie� t D? O I''1 q INOUTLET �a �pRAlfl �'. • • =_?� / .,,. .�` lipt► K lin (V ig4 k © SLOPE q0 1
OUTLET �RI3 N � ' .................„ ... :. .,,,:.
—L r�(� es N pl — 1 �• 71. 't> 10 1 SECTION AA -� SECTION Y-Y 15" to 24" } 44ire F -� •'
f Q �. A ,sn 1, 'S4Sq17" ® 4.: � :� < z z 3p0 INFER �'kt
/ , { F x; a ,
o .'' , 7"_ ,�' aj10 0 z SECTION J-J 30" TO 36" PIPE oPslc� iwI1H� IN�E
H FRAME PLAN N ■a 1. •
10 0 0 MORTAR JOINTS TO BE 1/2"AND 1/8"THICK. �CRFT� R��T RTS OI14i 6
C) z SECTION - d•J CO 2. FLOOR SLAB SHALL BE FORMED AND POURED. NOTES: ROuT
•
" 44" r " 5§- " w LL1 BRICK D 0 U B L E CATCH BASIN 3. STEPS SHALL BE REQUIRED FOR BOXES OVER 3'-6"DEEP.STEPS SHALL BE 12"ON CENTER AND IN ACCORDANCE WITH NCDOT 1. BOXES SHALL BE DESIGNED TO WITHSTAND H-20 LOADINGS •
$ -aka" i`-rr -••1 SPECIFICATIONS. 2. USE TYPE"E"GRATE.
r`'
I
0 M Ir 4. CONCRETE BRICK MAYBE USED IN LIEU OF CLAY BRICK.JUMBO BRICK PERMITTED. 3. FOR BOXES 8'DEEP AND LESS USE 6"THICK WALLS AND BOTTOM SLAB.FOR BOXES GREATER THAN 8'DEEP USE i
co ® xi _ -� ' 'r ' r' f-- ' �" R ,� 15 THRU 36 PIPE
co r 5. FOR BOXES GREATER THAN 8'DEEP USE 12 THICK WALLS UP TO 6'FROM 4. BOXES OVER 3 6 DEEP.STEPS SHALL BE ON CENTER AND IN ACCORDANCE
FOR BOXES 8'DEEP AND LESS USE 8"THICK WALLS. 8''THICK WALLS AND BOTTOM SLABS.
1e0 �• 1[{ ��'+ iiiiniiir I
UJ IL TOP.USE 8"THICK WALLS FOR THE REMAINING 6'. STEPS SHALL BE REQUIRED FOR 12"
{'y` F t \ �' '-k - a �.y� » y 6. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK,EVEN WITH THE INSIDE WALL,GROUTED AND BRUSHED SMOOTH. WITH NCDOT SPECIFICATIONS. f
. .l ... ..... ...„ . „ 1'` ." 2'-O" _ {' = 1 n n ` 7, CATCH BASINS SHOULD NOT BE PLACED IN THE RADII OF INTERSECTIONS UNLESS APPROVED BY THE ENINGEER. 5. CATCH BASINS SHOULD NOT BE PLACED IN THE RADII OF INTERSECTIONS UNLESS APPROVED BY THE ENGINEER.
6" ICI ii,
'3 " 3'-0" S1L'r + I " n ,- - ) 1/2"I r.. CONFIGURATIGN, ORNMMAFRALSO � ttADETAIL# REVISED $►DIES DETAIL# REVISED�� un - '1, n NOTES: a
IALS
. -;; 1.STEPS DIFFERING IN DIMENSIONS, . CITY OF STATESVILLE STREET ST-4 MAY2010 Fv� a •-� ��t"' CITY OF STATESVILLE ROADWAYS
SECTION - 10( �• 1 I I FROM THOSE SHOW f mDunxY OGrIMr,Gxx YTuzE
r n +•-I Fir-' c,�n BE USED PROVIDED THE CONTRACTOR F t ,L ST5 �yy/� ,p�,p /fijt/
. 2 -111� 4�$ HAS FURNISHED DETAILS OF THE ', - SCALE: SHEET G1 z Standard Precast SCALE: SHEET# hiii�x ' 0A1111®1L1Nit '
PROPOSED STEPS AND NAS RECEIVED 1' .. O PUBLIC WORKS DEPARTMENT Brick Catch Basin o 6+'4c PUBLIC WORKS DEPARTMENT •,y ►
SHEET 1 OF 2 -" SHEET 1 OF 2 1" 1" _ WRITTEN APPROVAL FROM THE f'1tC .LQ�'' N.T,S. 1 OF 1 ��'IICtkt©S' Catch Basin N.T,S. 1 OF 1 ���
8 0 03 HOOD ELEVATION SECTION - SS g��dq 03 APPROPRIATE CITY/COUNTY - -- �1r.. t, �q �q�
6�i"`IfV i0�7 6� a4i■ 5/e ENGINEERING DEPARTMENT. ,/2 n Knorr what's beio m111a
■ -� 1/4" 1" NEnH/044.44. .One-Call Center Call before you dig.
—� f P -_ 2.ALL STEPS SHALL PROTRUDE I mo, -
' 4" FROM INSIDE FACE OF STRUCTURE ^� 1"DIA.HOLES TAPERED TO
12" I WALL. tll��`�� -,\�� � STANDARD RING&COVER 1-118"DIA,ON OPPOSITE SIDE
PLAN 7 5/8" /s" PLAN ,- \ - ,
-i5/1-- SIDE VIEW -i I- 2 3/4' ">,�
Engineer:
SIDE VI .�, y
1/4• \ 1 3/4" 1 I CAST IRON ��
m � 0 co
' I j I CAST IRON . , M /
TOP OF
<'" r n 27'�}" I 1-4 I 1^r /�.Er°wlm III I w 'llllfigil/' 't,`. _ 4-1/2' ` /� COVER VIEW -
1-4 DETAIL SHOWING TYPES OF GRATES 2 -11 SRa,BOp I 14 1/2" I Ipl
e 1 n <1.- ELEVATION o` gj/t.
t/a O USE ACCORDING TO WATER FLOW. 1 r'� — III / ELEVATION ,� Ill# 1 A , ��ttillA
r--0.11-1Cn S- 1 I ~'00 •• L % rd o o
•
rr1� S"1 ��0 �.� 5 6' — 11/16" . j1/#0,0/i/.,.. t a . Q .\ '/' Q. O .r�
H --1 > .a°°wnaar.......rso.°s. w ( //ll ,. \y3'' a �• - i _ ,.L
x'n >m TYPE "tar' TYPE "E" TYPE "F," A A n ►u ,ALL I �' � O • �� / j
-rr 1" 9%$ 4 CJ cc O H SECTION A-A ���
=0 E c� =1....Z o •
X o. Opt t 4s O.. j.', j` .
COf"- O uj 1 4" °o°< °o° o N B IF I/ s ►' 0 'J.� : 1 4 D°oc 1 00• G)0 r '� A L� F•.{Q /" 10" a°cX o°o p 4F.: t:
>0 8 •
BAR 11!5 n4�. 0 Q Z' \ ' BOTTOM OF eF
i
' • r"�-4.�' --a'- WATER FLOW --' °"- e81��1 'ems'_— WATER FLOW -"a-- ,r - .9�$H 1�-1 II Soot 8 3/4" 000° ,1 SINEh 1E �:" 1x -� �� COVER VIEW
WI `� a 5 8 'O°< q o°o REINFORCING ' 112 G I��E 6°
kW
H w L y 'LEI a H 'n 9 ooi .o STEEL 3 1,I PS 0 S' ? ()
0 0 0 0 , y 41110, 314"RAD.TOP
�. I > oo° i p06 .• 7/8"RAD.BOTTOM
d. •
q 1�N t LIJ .L. l o o°o°e o •..o.°oa°oo�°oo°o / y� '1 O1E#8 ��1� �\
.'� iv B-'�-^- 1 r G �' "•� .. I._ >�o°qyo,.�9.9..n n°,.49..n"n°nO.� N .-_...,, .. .. ..., . .-.
_ r' r •
I A I PLAN SIDE VIEW SEE Ts tit..
�J�� •
s0°TYP.
--ID•I I SIDE VIEW 12" PLAN I 12' I �/ �' �(7?y/ PLANR a PrREINFORCING STEEL NOT � �. �'� s � H�� �S A socia�6/� V•
-� 1'l�rl .c,, rl COMPOSITE 1/2• TO BE USED IN SANRARY ./
��LC �YS 1/6"�I— SEWER MANHOLES. � �`_' '
- Engineering a L
1" 1 1 2" 1 4" n j
.,; SECTION a-e 1�,�/ 218" ngin ng and Surveying • Planning
. +1 .tt.3 1,:,1:111: „1.�::1. ELEVATION h `� / 10 DETAIL
' " Ir �I 1/4' REMFORCING STEEL NOT TO BE USED I / <`� 1," Management
1 21/4 n 1-1 1/4 IN SANITARY SEWER MANHOLES. R O glit �I1:i;. � --. 3" -- g
i F�-- Ct ELEVATION > • �// • • 0.1
1�a" 1„
7) Z "-1.'1 WATER FLOW — 0- SAG ""■� WATER FLOW -"4- 0 'va <� 1"1„ • 1186 Stonecrest Blvd. fega Cay,S.C.29708 P:[phone]
/ / SLIGHTLY BEVELED—�` {
�r SECTION A-A L.L. `
M ill H = = DRAINAGE STRUCTURE STEPS SURFACE TO
,-•-1/2'1
Cn Or . BE 20-1/2„
Q .'` MACHINED 1-3/8"--
TYPE "F" TYPE "E" TYPE "G" TYPE - E w 0b.% f- Bpi �67/a°
�, '•�- '� `.1. V NOTES: G�p��A6E ,� ,, -• -` , MINIMUM WEIGHT R4" 1 --•'•I _-` �� �n� �"� 9��] j '�
rn
CA �RI n 000
383 LBS 8 /
.� RAISED FLOW ARROW „ CI 1. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE `� p-�t '� 'm""';i F
> '� s°' �$/I HIGH 2 i �•--,i OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL �E ORi SPECIFICATION
RAI
Z ■"4 C I RAISED FLOW ARROW 2 II //�� �( BEGIN TRANSmoN AT MATERIAL. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED FRi PSI CLASS 30 IRON MEETING }
® 'Brr HIGH -- I � 1 � ♦♦/ ® AT END of RADIUS THE ASTMA-48 112
111 IMMEDIATELY AFTER THE PIPE IS LAID THE FILL AROUND ' wIT�gR��T cON�RET 23-��ZI
PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6" NOTES:
m 25-1/4'
\ �1 � e r construction purposes until the
C'
`� - 1 c� ` < UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED 2, FLOOR POURED. 34-1/2" This drawing shall not be used f0 St p p
A ~�V •� r r 4 illA TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN Seal and signature Of the responsible registrant appears on the
i"' Y " +-� II i. + '� PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY 3. STEPS SHALL BE REQUIRED FOR BOXES OVER 3'-6"DEEP.STEPS SHALL BE 12"ON CENTER AND IN ACCORDANCE WITH NCDOT SECTION A-A
:E `. '. 1�2 _ i-. Z 2'-G"STANDARD GUTT: o THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER SPECIFICATIONS. GENERAL NOTES: drawing,and proper permit forms and related fees are transmitted
-1 H , ' 0o F 4. CONCRETE BRICK MAYBE USED IN LIEU OF CLAY BRICK.JUMBO BRICK PERMITTED.
" = ® �. ;< -t i,r." .,� ^to EXPANSION JOINT o '^ OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED 5. FOR80XES8'DEEPANDLESSUSEB"THICK WALLS.FOR BOXES GREATER THANII'DEEPUSEI2"THICK WALLS UPTO6'FROM 1, ALL CASTINGS SHALL BE MADE OF CLEAN,EVEN GRAIN,TOUGH GREY CAST IRON.THE CASTING SHALL BE SMOOTH, by the Owner,Owner's Agent or Contractor to the Authority
�, f /�,. i�$rr w INTO PLACE. TOP.USE 6 THICK WALLS FOR THE REMAINING 6' TRUE TO PATTERN,AND FREE FROM PROJECTIONS,SAND HOLES,WARP,AND OTHER DEFECTS.
Y having jurisdiction.
•
•� ��\ , " I � �� -.! 2. ALL CASTINGS SHALL BE COATED WITH COAL TAR PITCH VARNISH WHILE HOT. g I
CO '•1'I ��� +� " S - 1�'+ H'.- CD STEEL HOOD CATCH BASIN a e 2, ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95%. 6, ALL PIPE IN STORM DRAIN STRUCTURE SHALL SE STRUCK EVEN WITH THE INSIDE WALL.GROUTED AND BRUSHED SMOOTH,
® 1 u . 1 ,-\ r 1'� '� ( �I 3. STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100%. 7. CATCH BASINS SHOULD NOT BE PLACED IN THE RADII OF INTERSECTIONS UNLESS APPROVED BY THE ENGINEER. 3. ALL COVERS USED FOR STORM SEWER STRUCTURES SHALL HAVE"STORM SEWER CAST ON THEM, r
CO r, i /$ „ 11/2"R 1l LEIILL z 8. DESIGNED FOR H-20 LOADINGS Orporate Seal Engineer's Seal
l"l 1�2 1` / -' Y$" E 4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS. .-
Z 2.-11 g4" r21-11%" � LL q N 8 AT y. DETAIL# REVISED ,,,f3a`R DETAIL# REVISED
G { EXPANSION JOINT 5, BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL. ;�o►-, G1��,.+.• STREET °M1 - ��'r.�'. STREET e�,►►►►eer111//4,, ```►►►elllllliiii.
1 rr rr 7 " 11 t n - Cn IV
�‘ ( [Q ,, �% ,
•
I '- `�+' =-`- CITY OF STATESVILLE ST-6 MAY2010 ��~I- t', CITY OF STATESVILLE ST-7 i� CAiI �/ %% N CA!Oil'',
e -'"`(f" ,� 1 "'1 /$ L ll_ B p at Storm S me and ,1
z'-a"STANDARD GUTTER W:IMYA�u uHaxE rick Open Throat
ewer Frame SCALE SHEET �,` °F$s°°0°�/'!�'v�v ��`, `ry`o°° FE$$°°°�/�,�ee
•014.l lit,r e /�1 la?,,, " `��1e a. . . rlr=.t. '�� 7 PUBLIC WORKS DEPARTMENT p SCALE' SHEET# f �i x: PUBLIC WORKS DEPARTMENT • `°° e e ° 0 /Q e
11�2 1l1�\j I�.t..�.,r ,
`�r1"-"V* Catch Basin N,T.S. 1 of 1 0?'�. ....ov'- Cover N.T.S. 1 OF 1 ► a°QO� !ON °'o e �"Z y"9°9 e
1 " SECTION A-A 1 l I� /$TI t caa m °° 9� °< Oct ram° •7:.
NOTE. jl. �1 �- e 1„ SEAL �° -' o o� SEAL �„
TYPE - F � SECTION A-A SHEET 2 OF 2 1.01 11 °z `' U: off, -
SHEET 2 OF 2 TYPE t840.03 . o `"� 1. RADIUS AT INTERSECTION MAY VARY. Ilp OUTSIDE =I 9 0 C--4168 0 036836
• CATCH BASIN PLACEMENT AT INTERSECTIONlir
:112 OW ;(•y°°FA'/�/G&s\ ° 9
-I 11= e ,
1=1 ill
�� oz� VRMES m ■ @@ Wail
gyp'®- ■ gA��tt��pp j�,�QG AS;1111 ,�0 CU��I•Iluei°°`°►,`
H GENERAL NOTES; � � ��i ¢a y�l "YYYg�CC�j' Ilggll
Miir
H 9
3'CO Q STEPS 1z^ grY U 4"y 4---
Pt5vIv0 040.65. '~ 5 H `
m'~O2� PPOVODE ALLBO UPNINLETS OVEflG3p 6'IN DEPTH,WITTY OA tl4 SNI 4UWEL$AT OO'I'T. � �+��, ` • -
G. 2 WE
+/`S P
(^ -IT V1 ON CENTER, U6E SSPS,WHICH COMPLY WITH STD.0
z I O2'0051 SS ES DIRECT•IV TEAr005 POUR z^NE PIPE SHALL BE PLACED • -. ..-._.-. ... _ ...... .. -.
f2"CENIERB AO OIAECTEU UY TRH ENDINEER 2�
Oom0-1 X, I X I C) C) ON SUITABLE MATERIAL 9
zTl DA m usF,.FORMS FOR TiVE CONSTRUCTION OF THE BOTTOM SLAB, F-U O Project Manager Drawn
.cn O O - I -1 IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF 59x,ADD IQ NEAR =F-�W (/y'�(�'//y/.//•��
boo. ___ __-I, __- A6SNOKNONSTD. E.dAU.00. a1I-'LLOJ Vis.0 .
•- 9 D -- EEPASNSST�RRDT;MAYANS 0025MFORNATTACHMENT OF FRAMES AND GRATES NOT,SHOWN. CD INO. CC O Tn¢ TRENCH DETAIL D• Gates
y�Manner Checked
C. BII''r.ol�w n
�NA-{, y INSTALL 2"'AEEPHOLES AS DIRECTED M'(TIIE ENGINEER. (�I Q.'. Department Manager �he 34LSLM
INSTALL STONE O.RAINS.OF A AT EACH OF 1 CUBIC H MS OF II4. BM STONE IN A fl t7 I h
O -� POROUS FABRIC BAG CR WRAP AT EACH KEEP HOLE OH A6 VIHECTER BY THE FNGINEEfl. LIJ
Z N I CHAMFER ALL.EXPOSED.CORNERS 1". �`" FOR STORM DRAIN PIPES
Y`J DNAWING NOT TO SCALE. -
-
• PLAN P. Murphy P. Murphy
WITH GRATE d FRAME REMOVED NOTES•
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON Print/Plot Date
m. BRICK UOPIN'S(INCIDEMTAL) ¢ TO BE DESIGNED BY THE ENGINEER. �1 /'� - [e-mail] 12, 2020
Cy z TOP ELEVATION - O I- 2. REFER TO THE DENR STORM WATER DESIGN MANUAL FOR 8 9 Y 1 I 1 {,J
O '� f $10,240,1B FRAME a L.L. RIPRAP APRON DESIGN STANDARDS. lllVddd eee V PROPOSED SEGM NTED AslyuilY Drawn ASbLnit Date
Z I-'I acenrE l ca J
N 2 z t `► - 'r' l #4 BAR 5 P4 y 3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END .ETAININ ' WALL
s" n s" �+ r• OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
Irl e" 1„ cc a, 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR APPROX 214 SF -
A 01 Dz m O o CULVERT HEIGHT. PLAN
M FH�IGI+F6 6 ' Client
o D I T cc 0 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SHOWN FRO BASE O WALL
w I' - I ISURFACE OF THE RECEIVING CHANNEL THE AREA TO BE PAVED OR RIPRAPPED
o • '"e^" 0 W z SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE AT RADE T TOP OF WALL: PROPOS D GRADE
_ 1- SAME GRADE FLUSH WrrT THE SURFACE OF THE RECEIVING CHANNEL, THE I
H nT DOWEL m W. APRON SHALL HAVEA CUTOFF OR TOE WALL AT THE DOWNSTREAM END. 800 UNDEf GROUN COMPONENTSH. ___ THE 1 O L.-11'e.1 S f 1 I GROUP
RO! I P INC.
n1 z H n SEE NOTE COWEL(SEE NOTE) MAX.PIPE THIS SIDE.1B",.1 _Q N THE eJ d,�'�I I�f t•!1 .J 4-,!r•-
a m C,1>- 5, THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM �/
mG " " SECTION X-X SECTION Y-Y .-O WIDTH OF THE RECEIVING CHANNEL, MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 ���� ,��� z DESIGN BY OTHERS
-'1 0 - - z V 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. ��t �"`T1�"- 1��`�� 323 WALNUT STREET
9 DIMEDIMENSIONS SIONS AND BOX ANTIPE ES FOR DROP INLECUBICI(YARDS DEDUCTIONS
ON MIN,
HE IONS FOR
OJ4,1��'JMC7-'��
PIPE SPAN WIDTH MIN,HEIGHT COND, IN BOX ONE PIPE - 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING z .' �'•t �f��'• �y+y� B 1-1- 4-}-E--►-- 6-1---1----1--1=1 I-1—l—l-I— _ STATESVILLE, NORTH CAROLINA 23677
BOTTOM WALL PER ' CHANNEL SHALL NOT BE ALLOWED. . B �4 ���..•:li•.01.11 ,� wihm I � q 1 1 1 1 I J I I I 1 1 11 1 l
D A B N SEAS FT,HT.'a�,,�1., c.M... R,O. r +I����,�-c�;���„� I 1 I 1 I 1 I ) 1 1 1 1 I I ¶ I I I 1 I I
12" 3,0" 2,0" 2,0" 0,22E 0.222 0.592 0.015 0.028 8, NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON o __ �V_!�-te.IIMIT .i'wS'�- II 1 1 1 1 1 I( 1 1 1 1 1 I 1 1 r, 1 1 1 L1Iy- 1 P: [phone]
IN" / / 2'-a" / 0.646 0,023 0.030 SHOULD BE CONSTRUCTED IF POSSIBLE. ' �'�'�'"`� 1 1 I 1 11 1 I 11 1 1 J I I 1 I I I
I I" / / 2':6" / 0.703 0.033 0.049 Li*•'�°'-,!�111"*!��'`0 ' ! I- I 1 .
2a" / / a-X / !! 0.814 0.056 0.001 44�'r'I..��+�'�."i. ,]y¢1 ! L J .- II _I I 1 �I r 1 I! 1 1 I I 1 I 1 �"
SHEET 1 OF 1 ao" D'-O^ r0 3'-s" N.z2z 0,zzz O.azS 0.0¢2 o.t2T SHEET 1 OF 1 9, DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC I W ��O _ I� 1 r fI 1 �1 T 'I 11 1 I 1 I I I I I I 1 I L1 ( 1 —
$40.1$ 840.14 WILL BE NECESSARY UNDER RIP RAP. 1/ -- - -'-' - '.-� EXISTING GRADE
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
• MUST BE STABILIZED. NATURAL GRADE W
"1 REINFORCED CONCRETE PIPE , -- Project:
NOTE: FOR ALL UNSPECIFIED PIPE OUTLETS, A MIN 6'x6' M RIP RAP M I ,
WALL FLARED END SECTIONS "SPLASH" PAD SHALL BE INSTALLED AT ALL STORM
DISCHARGES, 12" MIN, DEPTH OF CLASS I RIP RAP H ""*„� I I •= j +
NOT TO SCALE 42k1!4,I I , . Pine Forest !WITH FABRIC. wnmi, ';:�A'`
' NOTE: LAYER OF FILTER FABRIC
E
MINIMUM H=2/3 PIPE DIAMETER
SECTION B-B i '
•
OUTLET L W DEPTH STONE SIZE •
_ Flared End Section,100 20.00' 23.00' 3240"min., 0.60' 770
DrawingTitle:
�� Flared End Section#200 1300' 15.00' 24.30"min. 0.45'
i
.- WALL Basin Discharge#100 20.00' 00' 24.332.40"min. 0.60'
45'
, G 1-- - B Basin Discharge ¢200 14.00' 16.00' 24.3D"min. D.45' 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+69.31 Grading Details 2
WALL� '
DIA. +1" GRAPHIC SCALE
DIA. Illailii." J rill"\00( DIA. 0 5 10 20
I LSDN Ci. 0 C . 0 I` • © L(. © v. © . 0 ( . a (NI 0WALL A . 0) * d ') �, ) Lo" C.6 ) 6 0) 6 0 6 1 s! 6
} „ RIP—RAP APRON AT PIPE OUTLETS 1 rn c� rs) ' o) rn rn 1 o) rn rn rn Q o'
}-.I --TONGUE OR GROOVE +TALL--I E "—WALL N• T •
r" I~'°`. N-- . . �, I"". N-- N- N- r'"°° r-• `", N- `" N-- , .• N-- . . h•• I • 1 inch = 10 ft.
TO
DIA. HALL TONGUE
WEIGHT A B C D E DIA. +1 CO I_ ca F"" CO F._ 1...._ DO F..., fn 1 - an 1,.._ t- CO H. F._ L
' GROOVE
15" 2 1/4" 2" 970 6" 27" 46" 73" 30" 16"
Project No. Drawing No.
18" 2 1/2" 2 1/2" 1340 9" 27" 46" 73" 36" 19„
_24" 3" 2 1/2" 1820 9 1/2" 43 1/2" 30" 73 1/2" 48" 25"
30" 3 1/2" 3" 2400 12' 54" 19 3/4" 73 3/4" 60" 271E
31 —
36" 4" 31/2" 5500 15" 63" 34 3/4 3/4" 72" 37" NOTE: RETAINING WALL TO BE MAINTAINED BY HOMEOWNERS ASSOCIATION DWG File Name:
42' 4 1/2" 4" 6300 21 1/2 67" 41 1/2' 103 1/2" 76" 43"
2712-Grading Plan
•
1

�,... ISSUED FOR REV
7 7 10/05/18 Initial Submittal to City or"Statesville 0
11YI6/'18 :eeco•oonndd Submittal to City of Statesville 4/
�o� 05/10/19 Submittal to NC DOT 2
J
� \ ,
09/19/19 Third Submittal to City of Statesville 3
12/'16/19 Fourth Submittal to City of Statesville 4
2/12/20 Fifth Submittal to City of Statesville/NCDEO
?tl
PROPERTY BOUNDARY /RT - - rdock Rd'-
/''''' / // / • s f M ^� _ t, Amity Hill R
fill :
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""'"`�""" ..-- , ..... -• ..... BMP SAND FILTER #200 PERM, . . .111744041. :•• •• 00%%inum a, m.,amy••••cminsiegmr.,44 ,441..iimm ----. .. .,..._,_-•,.....,.... .--......... •.................,....1-•.................z •...'..:.1..................--::•:;...........11........- 4. ...S:'. . :::....I''...11.1.' , . . . .
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EM SPILLWAY 795.00
•r - --'�., � ::,::::: .••.\ l N�eaaadN,�t One-Call Center ���before����� .
\ 1 • • PRINCIPAL WEIR - 794 00
ear:
;4 39
BOTTOM OF BASIN = 788.00
...". 1 ' N\ \ '''.• •:.... ''... '........... ...4 i / lit* . ...... , �� SEE BMP-•3
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0.00 // ; ��1 • J I I Vi I 30 1f�1 _� '• - _ . ' PROP,100 YR FLOODPLAIN drawing,and proper permit forms and related fees are transmitted
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i'. �ra�1�1r� Title:
„
•
ER
� • '•' '� SAND FILTER #100 (PERM)
\•.•.,..,.:,`•.: ' :��� BMP
............
TOP OF BERM - 798.00 Overall BMP Plan
• , � •':` .- -..':..:.:::::..:••:.:,:,•::,•,.,,::, -: '- SPILLWAY = 797.00 EM I:
BMP#100 PRINCIPAL WEIR = 796.00
;.......... 4. E
EASEMENT 0
MAINTENANCE
.•" ''� �" EAS NT
" BOTTOM OF BASIN = 90.0
(SEE BMP-2)
,
GRAPHIC SCALE
-•60 0 30 60 120 240
_111111Ell .�I<fs�.1 c+ t 3 Q r�ja t NO. fr Ul/lnC No. I
( IN FEET ) . 2712
1 inch = 60 ft. DWG File Name:
BM P-ill ••
2712 BM P Plan

MAINTENANCE ACCESS -
DATE ISSUED FOR REV
ADEQUATE ACCESS MUST BE PROVIDED INTO ALL BMP AREAS FOR INSPECTION, MAINTENANCE, AND LANDSCAPING \ / / 1 --� I/ / I
UPKEEP. A 20-FOOT WIDE PERMANENT MAINTENANCE ACCESS EASEMENT FROM A PUBLIC RIGHT-OF-WAY MUST BE �•., I r/ -` � ---, 10/05/18 Initial Submittal to City of Statesville 0
PROVIDED FOR ALL BMPS. THE CLEARED ACCESS AREA WITHIN THIS EASEMENT MUST HAVE A MINIMUM STABILIZED / 11l16/18 Second Submittal to City of Statesville 1
f. •
../. ..•
. .� rrWIDTH OF 12 FEET, MAXIMUM LONGITUDINAL GRADE OF 15 PERCENT, AND MAXIMUM CROSS SLOPE OF 5 PERCENT. IN
. • •. 05/10/19 Second Submittal to NC DOT 2
ADDITION, A 10-FOOT WIDE PERMANENT MAINTENANCE ACCESS EASEMENT MUST BE PROVIDED AROUND THE PERIMETER \ \ /../i.
\ • H�
OF ALL BMPS TO ALLOW FOR ADEQUATE MAINTENANCE AND REPAIR. FOR FURTHER INFORMATION REFERENCE CHAPTER . .
\ ' " / r / \
"�_ \ I r 09/19/19 Third Submittal to City of Statesville 3
7 (BMP MAINTENANCE)AND CHAPTER 11, SECTION 4 (SAND FILTER) OF THE NCDEQ STORMWATER BMP MANUAL. \ \ `-- :+ / r
• \ ST ' / 12/16/1 g Fourth Submittal to City of Statesville 4
MAINTENANCE REQUIREMENTS FOR ALL BMPs- • ... (.../.. . �
. .. ..
\ 2/12! 0 Fifth Submittal to City of Statesville/NCDEQ 5
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BMPS SHALL BE MAINTAINED BY THE OWNER OF THE SUBJECT PROPERTY. THE FOLLOWING REQUIREMENTS SHALL BE r i �, /
2°.
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../. ......
MET FOR ALL BMPS THAT HAVE BEEN CONSTRUCTED ON PRIVATELY OWNED PROPERTY AND NOT WITHIN A PUBLIC „' `• M # •
102
EASEMENT. :• \'\
MAINTENANCE COVENANTS. PRIOR TO PLAN APPROVAL AND ISSUANCE OF A STORM WATER MANAGEMENT PERMIT, THE • �8 _ 11...
/ ....
APPLICANT OR OWNER OF THE BMP SHALL ESTABLISH A FORMAL MAINTENANCE COVENANT APPROVED BY THE CITY OF 1 '`��� -�STATESVILLE AND RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS IN WHICH THE OWNER ACKNOWLEDGES THE o��d ...... ..................
DUTY OF THE OWNER AND ALL SUBSEQUENT OWNERS OF THE PROPERTY TO MAINTAIN THE BMP IN ACCORDANCE WITH
' r
•
THE TERMS OF THE COVENANT. A MAINTENANCE PLAN AND SCHEDULE SHALL BE INCLUDED AS PART OF THE COVENANT •
AS WELL AS A MECHANISM FOR FUNDING MAINTENANCE AND REPAIRS. THIS MAINTENANCE COVENANT SHALL ALSO
�o
SPECIFY THE HOMEOWNERS ASSOCIATION OR OTHER PARTY RESPONSIBLE FOR MAINTENANCE OF THE BMP. A 008 r "
HOMEOWNERS ASSOCIATION OR SIMILAR LEGAL ENTITY HAS THE POWER TO COMPEL CONTRIBUTIONS FROM RESIDENTS • •
v-
OF A DEVELOPMENT TO COVER THEIR PROPORTIONATE SHARES OF THE COSTS ASSOCIATED WITH BMP MAINTENANCE. • • ��'� ��
EXAMPLES OF A TYPICAL MAINTENANCE COVENANT, MAINTENANCE PLAN AND INSPECTION CHECKLIST ARE PROVIDED IN ao2 MH ' 01r / •
THE ADMINISTRATIVE MANUAL FOR IMPLEMENTATION OF THE POST-CONSTRUCTION STORM WATER ORDINANCE. \ • •• • • • 800 `` �'' ,,� "� \
1. REQUIREMENTS FOR THE MAINTENANCE COVENANTS. BMPS SHALL BE INSPECTED AT A MINIMUM OF ANNUALLY BY
BMP SAND FILTER #100 ::::: ....•.' ..•.. ., vm,;,. '.
A QUALIFIED PROFESSIONAL AS DESCRIBED IN THE MAINTENANCE COVENANT. THE PURPOSE OF THIS INSPECTION - `'`�90 i •
IS TO IDENTIFY MAINTENANCE AND REPAIR NEEDS TO ENSURE THE LONG-TERM FUNCTIONALITY OF THE BMP. ANY TOP OF BERM = 798.00 '� '''. ''. `, ` ''.:' /
IDENTIFIED MAINTENANCE AND/OR REPAIR NEEDS SHALL BE ADDRESSED IN A TIMELY MANNER. THE INSPECTION \ 0�. �`o` '.
AND MAINTENANCE REQUIREMENT MAY BE INCREASED AS DEEMED NECESSARY BY THE CITY OF STATESVILLE TO EMERGENCY SPILLWAY - 797.00, ��• �� • f •
'c ';,. t 79,2 / •
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ENSURE PROPER FUNCTIONING OF THE BMP. WEIR = 796.00.. ) `•.\ `••.
BOTTOM OF BASIN 790.00 \ ': `:. ': / P�, ....' 790 .. G
2. RECORDS OF INSTALLATION AND MAINTENANCE ACTIVITIES. PARTIES RESPONSIBLE FOR THE INSPECTION, ` ;: \ �� I , / •
r �� 36" FES#100
eg ' :
OPERATION, AND MAINTENANCE OF A BMP SHALL MAINTAIN RECORDS OF THE INSTALLATION OF ALL THE ±2,276 SF SAND
MAINTENANCE AND REPAIRS AND SHALL RETAIN THE RECORDS FOR THE LIFE OF THE BMP. AFTER INSPECTIONS '"
FILTER AREA : � it-
:.... �0�TNCA��lO1�NAr4
AND MAINTENANCE HAVE BEEN PERFORMED, A COPY OF THE INSPECTION CHECKLIST SHALL BE FORWARDED BY \ \ ��� o �r /
THE OWNER TO THE CITY OF STATESVILLE WITHIN TWO WEEKS OF THE INSPECTION. \'. \': ' ::'' • ,'� 11Know what's below.
•
•' ` 1000 /' IVoni�CraoP�r one•Call Center3. WATERING AND MAINTENANCE RESPONSIBILITIES DURING DIFFERENT PHASES OF A PROJECT SHALL GENERALLY \ �, / 1 -BE DEFINED AS FOLLOWS, UNLESS CONTRACTUAL OBLIGATIONS REQUIRE OTHERWISE: `•.. �.. / ±1009 SF PERMANENT
40 g to�t.• ''•••.. r;• : TURF REINFORCEMENT ''''''''',:\
En It' � '
- CONSTRUCTION PHASE: DEVELOPER/BUILDER '''"• '' .•• '' ` :' • 11110 MATTING. C250 0R �'.'
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PROJECT ACCEPTANCE: BUILDER EQUIVALENT. ,1g0
PROPERTY OWNERSHIP TRANSFER: BUILDER/PROPERTY OWNER �` "
-WARRANTEE PHASE: PROPERTY OWNER BMP MAI NTAI NANC'E.•':•�`•.• '•••...�••''"'�,......: 'l�� � / �y�f ,, � ,
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- OPERATION PHASE: PROPERTY OWNER/HOMEOWNERS ASSOCIATION EASEMENT `"
6" PERFORATED ` ' /' ��� :...,.... % �U �
t, 4 •.:,:,� wz.n u. w .1 ;;" �' r,x a E . - OODPLAIN
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.,• ,. .n:a 0_ a �_ • DRAIN N PIP �,
4 �. t: ,. " Fite 1 A, ,. 1 •
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• M 1IILeI I IIC n S h dLll ';: r t e �, vid// . 1 gFERFORATED
1�rltrMig� � k� �:.. •�� • ,yy �� ����`�;� 2 �2 I.D. PRECAST STRUCTURE
., }"s�i. va-,''��'�1.��� �`ate,' "� '. Out:� �L• ,A 1ti+,+' �;�.�.,�a��^" yR a ��.'�'•n,.; "t� - � o,,. ,,, �.. x r .TAS6 S �s . .. . ';SCHEDULE , - WEIR-796.00
s..c..:t .r 3a,.? ; .. . ....+�' .. �,.M r?nc.r. as. ., , ... ^. ,'-,
�' � .�,�.M_�_ ��� � �� � � . _.r�,_�-.,.-.m_�- . , ���: �� F •.. :: •..:� ,� �� � TAN D P I P E
• o � , „.,,,„ ,, , , , „, ,.,.. ‘.:„. ,, . ,,. , /,•• '.,.. . , •, ,
R. Joe Harris & .Associates Inc
Inspect banks and surrounding drainage areas Monthly ��
for erosion and stabilize if necessary. \ •. \ j! jG � 11P�IDERDR�AIN
�' � 1 Planning
Street sweep parking lot Quarterly DETENTION BASIN BARREL \ \ �c-�c� �z. ° or
Engineering • Land Surveying • Plan g
Trash removed Monthly 55 LF 24" RCP 2.31% .• °'"°� ` 1Vlana ement
Inspect outlet, for obstruction y INV. IN: 788.50 \. /, / 11868tonecrestBlvd.,CegtCay,S.C.29708 P:(803 802-1 ..
Month) \� ) 7..
Inspect for clogging Monthly •-' r �J /
Inspect inlet grates Monthly INV. OUT: 787.00 :,,, _ ° .
Skim sand media Yearly \ \ �, oU - -
Pump oil and grit from sedimentation chamber Yearly or at 50%full
\ �j ,� • m
j Wes.r � 'hrrlS.l>®
Street sweep parking lot As needed (expect 3 years)
RIP RAP APRON
Grass Sand Filter Only - e ° � '.„v � " ,1 LENGTH=20 FT s�/r II ,
•
Mow basin to recommended height in alternating Weekly to bi-weekly, during the growing season, WIDTH=22 FT \ .-o ��(}` 4 / This drawing shall not be used for construction purposes until the
patterns to prevent compaction and prevent weed as needed other seasons
_ „ �� i 20 EMERGENCY seal and signature of the responsible registrant appears on the
DEPTH-37 8 r oL o �' SPILLWAY drawing,and proper permit forms and related fees are transmitted
--
growth. Bagclippings s toprevent thatch build-up. \ ' ''
9 pp 9 p \ �c - / / by the Owner,Owner's Agent or Contractor to the Authority
Light fertilizing to establish healthy roots Only during the first 2 years
�: ''. ''•. / i i : having jurisdiction.
Aerate and dethatch basin floor Every 2 years Corporate Seal Engineer's Seal
-
•
PROP. 100-YR FLOODPLAIN CA� �,� ��v � ���¢ r�,�� . �� iwiritoli�< r ��, .� � -� � GRAPHIC SCALE ,•°•g� °°°°° o��', ,° �� ol�'.
„� „ „, �� ,., _ var 7 ,�,�0 °°............
FESso °°;Lq'';, ,,�© .<0Ess/ •°�y''
.s .-- x (44 tt � �*_`kL ¢a . ;F„t, r Schedule
,y �ti-'�.�° s?' ^e '` � -20 0 10 20 40 -.. .. 80 •t q o°Q%° 'Y"9�'e °+. .". u°QQ�I O�'Sl am,.
I II I nc r Schedule : 4,
,�p <� •sue^ rr :,:.,.<`., ,� .; m _ -.a�,a.,,....;a$.u^'.,yr ,. , � ,, v ., - • ;'-, ,;.f,.. 9 .r,„„�. »- er ..., � ,�.� ,��'& k�, <t`'a ...-. .. .... _ � �.:, .,. -, o o�'C f'n u
• .r :. ,. ,,, •. ._. ». .r:.- « ,. : °m SEAL ;7: °w z oTA K F CHEDULE �}. 4 �,`.f +.. oz °�, ��.. � S .� �:• �; � ,•S '.�� ��� ., �,�' • � o °� C-416$ �.. 03686 �°.:r za ma :Y �r4: s�+s'�� .#'^a.��3-_,.r�".. a,� .r �'� ,. z -� .s - . .,.�� �:� ...<u.s��. o NForebay inspection and cleanout Monthly inspection. Remove sediment every 7 IN FEET .O ° �F -0°o`:�'>y �'��'�°°�-', -7
years or when sediment volume exceeds 50% of 1 inch = 20 ft. • 9,n,p/. •°°•o•�':r P , �'��,p,r' °°°`,��,`�zQ ,;
storage volume ��'',,,, S&ASS!.0 , a i' /CK L. \` \'''"NN
,,,n
Bank mowing and inspection/stabilization of Monthly (maintain 3-6 inch grass, height) unn►„ z, �� : .... ..:.
eroded areas
Outlet/inlet inspection and cleanout Monthly Project Manager Drawn
Unwanted vegitation and trash removal MonthlyBMP SAND FILTER
#100
D. Gates C. Brown
Inspect for structural damage, leaks, etc. Yearly Department Manager Checked
Insetcpect/exercise all mechanical devices, valves, Yearly VARIES N .T.S.
' ' P. Murphy P. Murphy
DETAIL - I .T, . ;Print/Plot Date
Evaluate sediment level (remove as needed) Yearly Februray 12, 2020
Security As needed
• lsbuilt Drawn tsbuilt Date
SAND FILTER SUMMARY TABLE TOP OF EMBANKMENT"A"798.00' _ _
EMERGENCY SPILLWAY"B"797.00' _ - 100-YR-24HR ELEV.=797.07' `Client
PEAK CONTROL POST-DEVELOPMENT POST-ROUTING ELEVATION - - - - - - -- - - -- -- --
STORM EVENT RUNOFF RUNOFF TOPOFRISER-"C" 50-YR-24HRELEV.=796.63' 6 The Johnson Group, Inc.
TOP OF DAM i 798.00 tv u? 10-YR-24HR El FV =79' 66' _ ,_ - 323 WALNUT STREET
100YR 24HR $2.$3 CFS 36.$3 CFS 797.07 �o Np PERMANENT TURF REINFORCEMENT
O� MATTING. SC250 OR EQUIVALENT FOREBAY TOP OF EMBANKMENT 794.00' •FOREBAY oIORTH
CAROLING 28077
P- v0 ry ject:
PLASTIC SOLUTIONS INC.877-877-5727
• (OR APPROVED EQUAL) I F•N,OUT :::::: 2 5o'
BNIP PROVIDED ELEVATION w. _ -- -
.... -- „ - : Pine Forest II
WQv 17,62$ CF 792.43 6"(1)ORIFICE INVER •• �� G"HDPE UNDERDRAIN ./`
ELEV=792.50 U�`r` PERFORATED 18"HDPE •
SAND FILTER 2,276 SF 790.00 RIP-RAP APRON
1.00' STANDPIPE.
BOTTOM OF POND: 1.50'
790.00 PROVIDE RIP-RAP APRON
FROM DISCHARGE PIPE
BASIN BOTTOMS, SHALL BE STABILIZED WITH A w a •a•;•
•
S_.__._:_..::_:u_:�.:_ SAND TO BE CLEAN, WASHED,COARSE MASONRY, Drawing Title:
•'•- - - = 0.50' ASTM C33 OR EQUIVALENT,WITH AVERAGE
WASHED SAND BASE BERMUDA SOD. SODDING '"'"" "
IF, ORIFICE-"D" PARTICLE DIAMETER<2mm.
SHALL INCLUDE BASIN BOTTOMS AND INTERIOR M/AI Sand Filter #100
SIDE SLOPES. AREAS OUTSIDE THESE LIMITS 6"DRAIN PIPE(PERFORATED DOUBLE 788.50'
CAN BE GRASSED OR STABILIZED WITH OTHER II.III-IIf=IIhII ...r -firivrieliqr WALL HDPE)(CONSTRUCTED @0.00% ,
f \--,) SCARIFY BOTTOM PRIOR TO UNDERDRAIN INSTALLATION(DO NOT COMPACT)
'11=III--III=III `� �' � �• �. SLOPE)
VEGETATIVE MATERIALS (FESCUE, PER. RYE, 'I-III=IIL II- - � '
ZOYSIA, ETC.) Ill=ill=ill-- - -
POND
SAND FILTER SHOULD BE OPEN SAND AND ELEV. ELEV. ELEV. SIZE INV. SIZE SLOPE INV. U/S INV. D/S SIZE SLOPE
CLEAN GRAVEL/STONE SURFACE. #1100 798.00 797.00 796.00 6.00" 788.50 . 24" RCP 1.97% 788.50 787.00 12" 0.00%
Project No. Drawing No.
2712
DWG File Name:
2712-BMP Plan
..._. - -
__ w:. _.,., k-+. __ . .. __ _- - _,+-'� .. .. .,.-,...-.vr _..c„-,, •-dam-�.,-.• �., ... � t .- . ... -... ..-..._.._..,..�-, ... ___..._-. _. .I, - - -

MAINTENANCE ACCESS - MH #201 DATE ISSUED FOR REV
ADEQUATE ACCESS MUST BE PROVIDED INTO ALL BMP AREAS FOR INSPECTION, MAINTENANCE, AND LANDSCAPING •
816 .../ (� • 1`'�` 10/05/18 Initial Submittal to City of Statesville o
: •\11,1k;\,
UPKEEP. A 20-FOOT WIDE PERMANENT MAINTENANCE ACCESS EASEMENT FROM A PUBLIC RIGHT-OF-WAY MUST BE - r !
PROVIDED FOR ALL BMPS. THE CLEARED ACCESS AREA WITHIN THIS EASEMENT MUST HAVE A MINIMUM STABILIZED 814 i . _.II:.• •
11l16/18 Second Submittal to City of Statesville t
WIDTH OF 12 FEET, MAXIMUM LONGITUDINAL GRADE OF 15 PERCENT, AND MAXIMUM CROSS SLOPE OF 5 PERCENT. IN , • 812 ""'l:-i 05/10/19 Second Submittal to NC DOT 2
ADDITION, A 10-FOOT WIDE PERMANENT MAINTENANCE ACCESS EASEMENT MUST BE PROVIDED AROUND THE PERIMETER • 810 ;I`'
OF ALL BMPS TO ALLOW FOR ADEQUATE MAINTENANCE AND REPAIR. FOR FURTHER INFORMATION REFERENCE CHAPTER " " 09/19/19 Third Submittal to City of Statesville 3
808.
7 (BMP MAINTENANCE) AND CHAPTER 11, SECTION 4 (SAND FILTER) OF THE NCDEQ STORMWATER BMP MANUAL. " "' _
......... ............:- I.... /�..... Submittal to
/ ouro atesville 4
..........
. ... ... . ...
of Statesville 12/16/19 FourthCity
..... ........
MAINTENANCE REQUIREMENTS FOR ALL BMPs- / ""' 8 """"~ 2/12120 Fifth submittal to City of Statesville/NCDEO 5
04
BMPS SHALL BE MAINTAINED BY THE OWNER OF THE SUBJECT PROPERTY. THE FOLLOWING REQUIREMENTS SHALL BE `-` " ""' " -`__"- - i'. • �.
8
• MET FOR ALL BMPS THAT HAVE BEEN CONSTRUCTED ON PRIVATELY OWNED PROPERTY AND NOT WITHIN A PUBLIC _ •
• """ _ ~'• 800""
EASEMENT. " • .... ......./ ......... ... .........1:
.. ...,..... ... .. .. ........... .......798.-.........
.. 796 .. i•.•.. •
MAINTENANCE COVENANTS. PRIOR TO PLAN APPROVAL AND ISSUANCE OF A STORM WATER MANAGEMENT PERMIT, THE ` / / /111
APPLICANT OR OWNER OF THE BMP SHALL ESTABLISH A FORMAL MAINTENANCE COVENANT APPROVED BY THE CITY OF 1 "' 794
STATESVILLE AND RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS IN WHICH THE OWNER ACKNOWLEDGES THE • • • -.
r
792 �•
DUTY OF THE OWNER AND ALL SUBSEQUENT OWNERS OF THE PROPERTY TO MAINTAIN THE BMP IN ACCORDANCE WITH • ®••.
THE TERMS OF THE COVENANT, A MAINTENANCE PLAN AND SCHEDULE SHALL BE INCLUDED AS PART OF THE COVENANT
AS WELL AS A MECHANISM FOR FUNDING MAINTENANCE AND REPAIRS. THIS MAINTENANCE COVENANT SHALL ALSO „ i ;'' ( • ..
•• 790
•
SPECIFY THE HOMEOWNERS ASSOCIATION OR OTHER PARTY RESPONSIBLE FOR MAINTENANCE OF THE BMP. A 6 PERFORATED
788 \\
HOMEOWNERS ASSOCIATION OR SIMILAR LEGAL ENTITY HAS THE POWER TO COMPEL CONTRIBUTIONS FROM RESIDENTS DRAIN PIPE • 24' i-ES#208 x I
OF A DEVELOPMENT COVER R PROPORTIONATE SHARES OF THE COSTS ASSOCIATED WITH BMP MAINTENANCE. 9 / I
TOTHE{ I 1
EXAMPLES OF A TYPICAL MAINTENANCE COVENANT, MAINTENANCE PLAN AND INSPECTION CHECKLIST ARE PROVIDED IN l r
THE ADMINISTRATIVE MANUAL FOR IMPLEMENTATION OF THE POST-CONSTRUCTION STORM WATER ORDINANCE. 0 # /• .•
1. REQUIREMENTS FOR THE MAINTENANCE COVENANTS. BMPS SHALL BE INSPECTED AT A MINIMUM OF ANNUALLY BY • F �� ,
•
A QUALIFIED PROFESSIONAL AS DESCRIBED IN THE MAINTENANCE COVENANT. THE PURPOSE OF THIS INSPECTION •
•
o
IS TO IDENTIFY MAINTENANCE AND REPAIR NEEDS TO ENSURE THE LONG-TERM FUNCTIONALITY OF THE BMP, ANY /
�,
IDENTIFIED MAINTENANCE AND/OR REPAIR NEEDS SHALL BE ADDRESSED IN A TIMELY MANNER. THE INSPECTION \ /
BMP SAND FILTER #200
AND MAINTENANCE REQUIREMENT MAY BE INCREASED AS DEEMED NECESSARY BY THE CITY OF STATESVILLE TO TOP OF BERM796.00it e ��
ENSURE PROPER FUNCTIONING OF THE BMP. = �.�e % 1% ±161'1 SF PERMANENT TURF �/
EMERGENCY SPILLWAY = 795.00 REINFORCEMENT MATTING, •
2. RECORDS OF INSTALLATION AND MAINTENANCE ACTIVITIES. PARTIES RESPONSIBLE FOR THE INSPECTION, 0 SC250 OR EQUIVALENT.
WEIR = 794.00 •
OPERATION, AND MAINTENANCE OF A BMP SHALL MAINTAIN RECORDS OF THE INSTALLATION OF ALL THE UNDERDRAIN
MAINTENANCE AND REPAIRS AND SHALL RETAIN THE RECORDS FOR THE LIFE OF THE BMP. AFTER INSPECTIONS BOTTOM OF BASIN = 788.00 /• • :' • 10/ �� ® I ���� �, 1d
AND MAINTENANCE HAVE BEEN PERFORMED A COPY OF THE INSPECTION CHECKLIST SHALL BE FORWARDED BY 18 PERFORATED
STANDPIPE • � ® .s,:,,
THE OWNER TO THE CITY OF STATESVILLE WITHIN TWO WEEKS OF THE INSPECTION. '`�i� ' . ►aut�t�lht'���'I� .
404 SF SAND • v W /_ I Noire 04644;.4 One-Call Center ii b �you dig.
Nj 1'
3. WATERING AND MAINTENANCE RESPONSIBILITIES DURING DIFFERENT PHASES OF A PROJECT SHALL GENERALLY Att. 0 1�
FILTER AREA e..
BE DEFINED AS FOLLOWS, UNLESS CONTRACTUAL OBLIGATIONS REQUIRE OTHERWISE: . ..
• •
�/ ,1(P . .
•
Engineer:
..s•
.•
-CONSTRUCTION PHASE: DEVELOPER/BUILDER BMP MAINTAINANCE /04
- PROJECT ACCEPTANCE: BUILDER / / �-✓ / � �
EASEMENT / • •
- PROPERTY OWNERSHIP TRANSFER: BUILDER/PROPERTY OWNER I '1 '' _.. ,
-WARRANTEE PHASE: PROPERTY OWNERA _> 1�, __ - 7 /`
OPERATION PHASE: PROPERTY OWNER/HOMEOWNERS ASSOCIATION 2 X2 I.D. PRECAST STRUCTURE44 • _-• /
WEIR-794.00 -- I ��
1. k"?. �r,.,,���...�^��.k"� e ;.,. mw .�,�.�bx��„�n,,h :.•-.,:��r;s x,, �.., .:r, .a°'. , <.,....�- r..�:5 '� ',��, ���.
'
,.r�. u�;"„tu�,t r � °�t >�"c "'���i} ate. �y }��+ .��y Schedule
p �y �V��',v. . x'�"n` ,.i�"i �S /` 4�
v '�-r,�r��,,h,*.�a-, +��-.� LL`' �- ��s�'='u`'�' M 691 n��i i�!1�,t �9! 1� A,�d lr 114.s�6+1��s � ��f �� ,a;.��*�""'.�nk�' t�.'�,., �,x��' �� /�� 1 3
�'� ri§2'"� - .;a.,, sr s:..,..flrv�.a.=-..�szess..� .. �s:...�+€e•;w sawr�;s:;.� �x �`':°, ''i,�.`..,��:r�s .n i / ,
z � �x; r , : ' � r DETENTION BASIN BARREL $ : ,
tf :.,r. ,l kr4 �Li >` re l CHEDgt.:E t�� . kit 11 0 _._ �� �: •
Inspect banks and surrounding drainage areas Monthly $$ LF 18 RCP 0.59 /o ( �'�( -IS6 �, R. Joe Harris AsS�ociates, Inc.
for erosion and stabilize if necessary. INV. IN: 786.50 ,ili .
:................................ .. •
€engineering • Land Surveying • Planning;
Street sweep parking lot Quarterly INV. OUT: 786.00 ' / • s �`� I
Trash removed Monthly r Management
,.., i 1136 Stonecrest Blvd.,"1'ega Coy,S.C.29708 P:[phone]
• ,.,, ram`
Inspect outlets for obstructions Monthly \ ' � �_ . .. .
-
Inspect for clogging Monthly g �� . .� ` -
RIP RAP APRON �............ : :....• ........... j''� � ' / •
Inspect inlet grates Monthly _ . •
LENGTH = 19.5FT 1 :� ,
Skim sand media Yearly • / �• www.rjoeharris.com
WIDTH - 21 FT - '
Pump oil and grit from sedimentation chamber Yearly or at 50%full ,�® I
Street sweepparkinglot As needed (expect 3 years) DEPTH = 43.2" / - - �•
( p
,% ,,, ,, � . ( i 20' EMERGENCY
� � 9 � r. ,; Grass Sand Filter Only i �, ��� '., ( /� G' r� 1 �•
off". „w y j
SPILLWAY This drawingshall not be used for construction purposes until the
Mow basin to recommended height in alternating Weekly to bi-weekly, during the growing season, °- .-- {: �C`• •`•
- _ - - - seal and signature of the responsible registrant appears on the
patterns to prevent compaction and prevent weed as needed other seasons • • - drawing,and proper permit forms and related fees are transmitted
growth. Bag clippings to prevent thatch build-up. • $ . - : ` . - by the Owner,Owner's Agent or Contractor to the Authority
Light fertilizing to establish healthy roots Only during the first 2 years _ _ - having jurisdiction.
EX. 100-YR FLOODPLAIN - -- ' Corporate Seal Engineer'sSeal
Aerate and dethatch basin floor Every 2 years J
PROP 100 YR FLOODPLAIN _ _
ik,
. ,,�"<t .r "?�-,,>° ...- " . ,n-:; ,y, �,3 ,.. 'r sr ` . �-wr saw=:isaYs w.,,s. ,� en, " r'i • ° I.
.....................r:.................
_ _ J 1111i J
K 'o �: em ,mpo m'�*�'F '�a. .� 'e t.. g:.17,i F,ti `t •,: �r"� :,'k"r.y` 0 fr,' "�` " .'«a •-^$ >,a3� +� • ,
�v � � � Ors � � ��
�", `..,fib r ,: �. r e � �� ,, ,fsa �.°;w .`0� ° ,,''i `,%e ° ��s,,i
, ;�. ". �`' j, "`' s ��:, +, J"5 :,ii. -'#. .ate �:'; s ,n <, , .�
'$�3, ., �. l ` % ,i ��'pF ESS/O,y°°% . �� "1'. ESS/o°*.
: � �� �,�� � ks i� M�Inf�n ��e end S�h �i,sl ��,< ,��� #. °sSC. e w
'': 4; 1 4gt a x Pik ?'rx }w d� ,, R f� it , * �` A m SEAL cD o = w SEAL 21 0
v � '���� 2�n S'"• �' as; �* x > e r 3 �. .v Allf � d�. �.,, stS+� i =�7 0� Z CJ�• � °F^ G�°
�. fI } - c> C-4168 z•v v ° cn 036836
�� xT � „ � ' t -_! :"" � GRAPHIC SCALE =
Forebay inspection and cleanout Monthly inspection. Remove sediment every�7 :may?�F�'/NG&Sv, ��j ',q °a�/ '$ ��o`
years or when sediment volume exceeds 50/o of -20 0 10 20 40 so ,�. ° ,° \P ° ° Q
storage volume '''i.R/S&ASS .N`' �,'1,','/CK°L °Mv` ,.N',
` 11111 Z JJJillllil°
Bank mowing and inspection/stabilization of Monthly (maintain 3-6 inch grass height) _. -'
eroded areas
( IN FEET )
•
Outlet/inlet inspection and cleanout Monthly 1 inch = 20 ft. Drawn
Unwanted vegitation and trash removal Monthly C. Brown
Inspect for structural damage, leaks, etc. Yearly BMP SAND �' I Department Manager Checked
Inspect/exercise all mechanical devices, valves, Yearly VARIESP. Murphy P. Murphy
etc. a
Print/Plot Date
Evaluate sediment level (remove as needed) Yearly TAIL - N .T.S. Februray 12, 2020
Security As needed
Asbuilt Drawn Asbuilt Date
TOP OF EMBANKMENT"A"796.00' _
SAND FILTER SUMMARY TABLE -EMERGENCY SPILLWAY"B"795.00'
Client
PEAK CONTROL POST-DEVELOPMENT POST-ROUTING ELEVATION
__- 109sy_R-24HR ELEV.=794.08'
STORM EVENT RUNOFF RUNOFF _ TOP OF RISER°C" T
50-YR-24HR ELEV.=793.48' 6' The Johnson Group, Inc.
TOP OF DAM , 796.00 PERMANENT TURF REINFORCEMENT 323 WALNUT STREET
MATTING. sc250 OR EQUIVALENT. NORTH CAROLINA 28677
Q� -> 10=YR-241ER ELEV =792.7�- ' Q� STATESVILLE,
100YR-24HR 63.83 CFS 3./28 CFS 794.08 O N FOREBAY TOP OF 1=tG1BANKMEI�tfi 792.00 FOREBAY O
,,/ <� • , � P: [phone] .
50YR -24HR 54.40 CFS 2.115 CFS 793.48 ry FCL -- 2-YR-24HR ELEV.=790.09' _ . ♦� - - --
10YR 24HR 34.79 CFS 1.538 CFS 792.74 �O♦. ,,,O ORM�P 5's
TRASH RACK MANUFACTURED BY wQv ELEV.=789.3T e'��
� O - S� 01-��
2YR -24HR '17.97 CFS 0.782 CFS 790.09 PLASTIC SOLUTIONS INC.877-877-5727 N Project:
•1
(OR APPROVED EQUAL) . C ���� 1.50' lir
BMP PROVIDED ELEVATION
l,, .:•'•.,'�:.,:::,;.�.`.:::`..'.:.;:•: -
,.":.:� `-T, v" `l. �,G�, ��
HDPE UNDERDRAIN PineForest II(1)ORIFICE INVERT
VVQv 11,483 CF 789,37 ELEV=789.50 C C PERFORATED 18 0
•
SAND FILTER 3,404 SF 788.00 RIP RAP APRON BOTTOM OF POND: 1.50' • 1.00' HDPE STANDPIPE.
•
788.00 • • r `` PROVIDE RIP-RAP APRON
FROM DISCHARGE PIPE
: - i SAND TO BE CLEAN, WASHED, COARSE MASONRY, Drawing Title: -- -
BASIN BOTTOMS, SHALL BE STABILIZED WITH A =.:4_s%%= %; %% �_
WASHED SAND BASE BERMUDA SOD. SODDING „F, ORIFICE-'D' --i . 0 ASTM C33 OR EQUIVALENT, WITH AVERAGE
SHALL INCLUDE BASIN BOTTOMS AND INTERIOR ..������--i.r- „�- 786,50 PARTICLE DIAMETER < 2mm. Sand Filter #200
SIDE SLOPES. AREAS OUTSIDE THESE LIMITS 6 DRAIN PIPE(PERFORATED DOUBLE
1=1I1-I I' CD. I _7 SLOPE)WALL DPE)(CONSTRUCTED @0.00% 5.50' :
CAN BE GRASSED OR STABILIZED WITH OTHER `il;�mEIII-III .� y-
VEGETATIVE MATERIALS (FESCUE, PER. RYE, 111� i1111 1111I i r"-' .I' rv-�� SCARIFY BOTTOM PRIOR TO UNDERDRAIN INSTALLATION(DO NOT COMPACT) I SHWT: 781.00'
ZOYSIA, ETC.)
SAND FILTER SHOULD BE OPEN SAND AND
CLEAN GRAVEL/STONE SURFACE. "A" "B" "C"
POND
ELEV. ELEV. ELEV. SIZE INV. SIZE SLOPE INV. U/S INV. D/S SIZE SLOPE
#200 796.00 795.00 794.00 6.00" 786.50 '18" RCP 0.76% 786.50 786.00 12" 0.00% •
Project No. Drawing No. •
2712
•
DWG File Name:
2712-BMP Plan BM P m
3
-, ..... , ---' .., ,.4.:,, , _.N.. v.a

r DATE ISSUED FOEI RE'iI I
10'
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
AIIIIL 1' r 05/10/19 Second Submittal to NC DOT 2
� +i 117.P� 09/19/19 Third Submittal to City of Statesville 3
12/16/19 Fourth Submittal to City of Statesville
TURF GRASS VARIES 2/12/20 Fifth Submittal to City of Statesville/NCDEQ 5
GEOTEXTILE FABRIC `,
nY
I k
5' MIN.
r
NCDOT CLASS 1
RIP RAP(TIE TO pe�r
NATURAL GRADE . r � ,
2' INSTALL 5'PAST ) '
` `i TOE OF SLOPE, TIE TO NATURAL
GRADE I ,
8
20'
Ail
\ CARRY RIP RAP UP ® CLASS I
24"RCP SEDIMENT CHAMBER 6' SIDES OF SPILLWAY RIP RAP
r -® 2 °°' SAND CHAMBER TOP of BERM
/i \�� =1 I I-III=11I '4 -1 I I=1 I l-III-III-
II=III-III- =III=III—III=1
2(
\op \\ TOP OF BERM 1 =III=III- 1=111E1E111-
�� 6" ORIFICE 6" MIN. I�III_1 11=III—III=
t11-11 _ 4 I11-111=11
/ /�/ +/' 6"(1)ORIFICE PERMANENT TURF \\,,,;
SPILLWAY j� , . u li III—III-/ REINFORCEMENT MATTING. 4 *r I1=1I1-t,, SC250 OR EQUIVALENT. ,j \ �
a INSTALL FROM 6"BELOW BERM ' VP I►
�* . = TURF GRASS fir' ON FOREBAY,ACROSS ENTIRE VARIES 111�
FOREBAY BERM TO TOE OF ARIE II 11 II I I
24 'r. SLOPE ON SAND CHAMBER
f_ SIDE. � I�IIIII I`� �• � � � � �' _I—I 11- � � I;
-EWE' -III-I
r� \ ' 11-11 O 1111111I1_ I ��# '1 II L/ AI ,b
6" PERFORATE DRAIN PIPE PLAN 2 R2 I.D. RISER NATURAL GRADE _=1=11=MI711=IN 11=1I1 1 III II i III 1=111=11 NATURAL GROUND
SCALE: NTS -III—III—III—II—III—I HE —III=III=I I I=I I I III-1I I—III—I1I— .til SOW a e1
' ' O.D. PRECAST RISER POND BOTTOMIII, (III=III=III=III=III=11
" _III_III=III-I II_1 N e. &,..One Call Center Call before oudi .
RIP RAP&FILTER FABRIC -111 111 111=III "i I t
SCALE: NTS
SAND FILTER #100 FOREBAY BERM 1 Engineer:
SAND FILTER 100 - OUTLET STRUCTURE
SAND FILTER 100 EMERGENCY SPILLWAY
i 0 // / e
_4, io, .._
AIL 1 1'
, „,,, „,,,,,R. Joe Harris & Associates Inc.,
TURF GRASS voc, VARIES Engineering • Land surveying • Planning
r 2 GEOTEXTILE FABRICN. 7 Management
• t")) 6 Stoneerest Blvd.,Tega Cay,S.C.29708 P:[phone]Ell ValA>46., ,. . . . - -,,,,,-,, ..,,,,,-- , ?
5'r4f___MIN.
\Sit\ -
NCDOT CLASS 1 f ,
SEDIMENT CHAMBER 6' RIP RAP(TIE To r r wv�°rjoeharras°corn
® �- NATURAL GRADE). �' J
��� SAND CHAMBER
) 1 RCP 2' + TOP OF BERM INSTALL 5'PAST
�,�u=,,,,„.., ,-„�,�„ ,, ,,,,:r,,„ ,,�, TOE OF SLOPE. TIE TO NATURAL
GRADE
\� 6" MIN. 8" ' This drawing shall not be used for construction purposes until the
. �� rr PERMANENT TURF seal and signature of the responsible registrant appears on the
�.,�� 6 ORIFICE 4 REINFORCEMENT MATTING -A 4 �_ i
/,'- 6' (1)ORIFICE SC250 OR EQUIVALENT.
20' drawing,and proper permit forms and related fees are transmitted
.'�' �-- by the Owner,Owner's Agent or Contractor to the Authority
/ ' INSTALL FROM 6"BELOW BERM CARRY RIP RAP UP CLASS I
a TURF GRASS ry ON FOREBAY,ACROSS ENTIRE ` SIDES OF SPILLWAY RIP RAP having jurisdiction.
p FOREBAY BERM TO TOE OF
/ _ SLOPE ON SAND CHAMBER TOP OF BERM Corporate Seal Engineer's Seal
Zo SIDE. �'� i III-III-I I , -II I-III-III-III-
,; 18" 11=III=III= ,►+ -111=III—III=1 ° °°°�uiisv,,,,1 ° °°°osuuni
1 —111- . 1=1 I TI I-1 I I o°° N CA f� /''s o°° N CA R �4,o
I=III 1 =III—III= o ( o ° /
,00 �`o °o°oo° . 'II ,`O �� o000o Ol/ '✓I
o 0,iI= ' III=III—II �� o Ftissia°°°�q v ��o° Ess/ °°°'Lq
PLAN -2' 2' I.D. RIMER SPILLWAY } v �9 rry- • a �T= =III >��9 --57 % = . e `� O,y9lo°
6 PERFORATE DRAIN PIPE :111.011tWeig,,..._ II_ I _ , :r•, SEAL z e V.
— 444 w SEAL Z
SCALE: NTS POND BOTTOM .� '� o
,a r VARIES �� # - fn��C-416��o e osi 36836���-N`
8.•�;3 O.D. PRECAST RISER 1 � . •�� _ :� '2 J�>° ,� s. ° � �o
SCALE: NTS SAND FILTER # 200 FOREBAY BERM II- , 1 •� `0 Ill ✓ \ R/N5 `'� ' '9 � ,
=II I11. IMP Or f p IIII °°o°o°°GHQ e o` )2,-;7.1,,�% ° °° v�
III—I� 41114��I I II I I� s��'��/$cPC ASSQ°°° "'"��'CK n�eeM°°°°°oo
I: III=1T1=
NATURAL GRADEJ - -111 It 4i! III—III
SAND FILTER 200 - OUTLET STRUCTURE I` _ 1—III—III, NATURAL GROUND
=1 11=1 11=1Ti-I 11-1 11=1 I I-I I I I�,I I�Ti 1=1 I I,;,I I I=1 11=1 11=1 11=AIL- i ._. ....._ .. .._ ...� _. _. __.
111=11111= TI=1 I 1 11 1- III-1 1 111=111=1 1 Project Manager Drawn
RIP RAP&FILTER FABRIC —111=III-III=1 111_I1 ;
D. Gates C. Brown
Department Manager Checked
2'-33/4 SAND FILTER #200 EMERGENCY SPILLWAYlot DatePPr.ntMurphy P. Murphy
9/a6„O '
IIIIIr119111
®® "',7 AsbuuiltuDrawn12, 2020U1111111.111111111111111111 ______/______\ Asbuilt Date
IuIhuuh1
! _.. D REINFORCED CONCRETEPIPE_______
WA LNS 11111 � L The J®hns®n C�rc�up,n n n NOT TO SCALEulI I I I I I I I M _ ____
323 WALNUT STREET
II STATESVILLE, NORTH CAROLINA 28677
`�I El 0 El I�� I I I I: P: [phone]
1 SOME FORM OF TRASH RACK TO BE PROVIDED OVER THE 6"
CLASS B CONCRETE
DIAMETER ORIFICE AT SIDE OF STRUCTURE.TRASH RACK DETAIL - E
SHOWN IS MERELY FOR REFERENCE PURPOSES AND ANY 111• I
APPROVED EQUAL MATERIAL WOULD BE SATISFACTORY. RCP DISCHARGE PIPE
� , e ,I ..:a; ... -, I • • •:,:_I• FOR PIPE DIAMETERS) _
lrjIIIIIIIIIIIIIIIIIIIMIE MADE IN THE U.S.A. Fuca°9 e< ° Th
_ I ,
/,6"0 — Pine Forest II
AVAILABLE MATERIALS: ' :.. •�/ ,.4 • • III• •
MILD STEEL(NO FINISH) WGT: 129 LBS. , .,"" O% .. * WALL
MILD STEEL(GALVANIZED)-WGT: 129 LBS, �. .d • . -I I
STAINLESS STEEL-WGT: 129 LBS. • �,.:. ,. , .. a :.a.. a.. C c.- - B- —�
sv ALUMINUM-WGT: 43.6 LBS. ' ,'III• 1'MIN. ;i.'.'. ' •: .. '„ ., •"
' CLASS B CONCRETE I} °L
CUSTOM SIZES AVAILABLE I I I— WALL _-,_"�61 .
AVAILABLE UPON REQUEST WITH: I 'P•'• ; �"; ' " •� ;;
DIA. + 1 , ili *\
Drawing Title:
r 1'MIN. 4. • • • • °;.• t III — "1------/\
DIA. [IA.
1 1 TITLE: I I r r • •I" I`i r r I I I r r• ' I 1 1 9/1 P Details
FINAL. jpq LSQ-24 ,
III WALL allifinitilli
ID10 LEIRSBORODR4AD 24"SQUARE TOP-MOUNT TRASH RACK �_� I WALL-- '- E ,- ".—WALL
MID PHESBORO,R5'60965 - -4-TONGUE OR GROOVE
PH:[phone] SIZE DWG. NO. REV. o
• FAX:[phone] JRHOE.COM A 1775120 "
SHEET y 1
1'MIN. -am TRENCH WIDTH law- 1'MIN. TRENCH WIDTH TONGUE
1'MIN.-pa-•- -so ®- --�--1'MIN. DIA. WALL OR WEIGHT A B C D E DI A. +1
_ GROOVE
15" 2 1/4" 2" 970 6" 27" 46" 73" 30" 16"
EXAMPLE TRASH RACK - ANTI-SEEP COLLAR - 18" 2 1/2" 2 1/2" 1340 9" 27 46" 73" 36" 19"
(NTS) 24" 3" 2 '1/2" 1820 9 1/2" 43 1/2" 30" 73 1/2" 48" 25"
30" 3 1/2" 3" 2400 12 54" 19 3/4" 73 3/4"' 60" 31"_ Project No. Drawing No.
36" 4" 3 1/2" 5500 15" 63" 34 3/4" 97 3/4"_ 72" 37"
42" 4 1/2" 4" 6300 21 1/2 67,. 41 1/2" 103 1/2" 76" 43" 2712
J DWG File Name:
2712-BMP Plan °
•., r, „., -_,....„., ____ --•-__.. - .. ,._.___--...... ....,_ .._,...._.,, ._.. ...... ..:....r._ ___ _._._ _._. . . .,,,... - -. - ... _... .._ -. -----_ --- ._... ,.._- _:.._ .___. _ . - ,_.__ ..<. ._..._ ..., _.«..._:.,.,.. ----.. -, :._ ___.___.._. - ._..._ -.. ,__....... ,. - - _.. ...., . - _... .».,3N5..... ---1 . . - ,,

GATE ISSUED FOR REV
-� 10/05/18 initial Submittal to City of Statesville 0
§TOE ' 0�
1.(.......)! 11/16/18 Second Submittal to City of Statesville 1
Second to C 2
860
- _ 05/10/19 'DOT
2! 09/19/19 Third Submittal to City of Statesville 3
12/16/19 Fourth Submittal to City of Statesville 4
2/12/20 Fifth Submittal to City of Statesville/NCDEt2
E ;1
•
-- -. - — __ - --_— - l�l� .
/,-
, !..._____
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t t�j
n
U
•
ii
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d U fY U '
co
r •• 00
840- i .,....-..".-:5...,‘„,
- ' „.„.„-I-9131,,,,,_e,,A:17',.:011'4',.#11, - 0
It-dguittiiky
c 805 -18 @ .51% t ,
, j "RCP � .,
----0 2 ill, 1 ,0
T LF 0 Know
-- a , 8
EXIS ING GRADE
N Y1 e.�r.2 .r One Call Center
i
•
• N /01111PF . —
PROP: EW M
{ �/ . M O 8 PVC(SOR-35) r
• co S„,7 co+ IE 833.33# ti
h
U ° ao U Cy °0 W rn /�� a� //// J! ,,
PROPOSED G"ADE il
N. co oo03 g 18 1i
f
=aD ao OZZ g
3 F
com
011.1PIPPlw-e
G 'n Uo O '
r. $L �� rMiN >► 56.66L=-18"RCP @2.89%
g� mI. CO In Z
�� M MTarrAssocis5ricInc
r Oz a
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01MUm » zz
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DATE ISSUED FOR {HV
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EXISTING GRADE 10/05/18 Initial Submittal to City of Statesville 0,
-830 840 - 840- 840 ° O - : 0 - 860 11/16/18 Second submittal to City of Statesville 1
•' (° ; 05/10/19 Second Submittal to NC DOT 2
EXISTING GRAD;
LO 0':• 2 EXISTING GRADE
N + v ❑ E o , 09/19/19 Third Submittal to City of Statesville 3
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R. Joe Harris & Associates, Inc,
Engineering • Land Surveying • Planning
Management
1186 Stonecrest Blvd.,Tega Cay,S.C.29708 P:[phone]
STORM 10 STORM 10 u S , R 201 STORM 202 STORM 20 S OR 20
----880- 860 - 850 860 850 - 870
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arris.com
• This drawing shall not be used for construction purposes until the
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Print/Plot Date •
1.79°i° PROPOSED GRADE CO ' a • -- Februra 12, 2020
1- N + N
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INV IN: 846.43 (CB 215) THE JOHNSON GROUP, INC. •
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Project No. Drawing No.
2712
DWG File Name:
2712-Storm Profiles
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I 1 DATE ISSUED FOR REV
SlO V I I 200 10/05/18 Initial Submittal to City of Statesville 0
— -- -- , — - 11/16/18 Second Submittal to City of Statesville 1.
l 05/10/19 Second Submittal to NC DOT 2
09/19/19 Third Submittal to City of Statesville 3
12/16/19 Fourth:Submittal to City of Statesville 4
-� co 2/12/20 Fifth Submittal to City of Statesville/NCDEQ 5
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0+00 1+00 2 00• CULVERT EEC T I I /1 M9DIFICATION
2712-Storm Profiles

DATE ISSUED FOR REV
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville !
05/10/19 Second Submittal to NC DOT 2
09/19/19 Third Submittal to City of Statesville 3
•
•
)III P1,40 ON 12/16/19 Fourth Submittal to City of Statesville 4t
•
2/12/20 Fifth Submittal to City of Statesville/NCDEQ 5
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PROF.
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2712-Road Profiles

DATE ISSUED FOR REV
5'PLANTING STRIP PROP.VALLEY 2'C&G 10/05/18 Initial Submittal to City of Statesville 0
rn� 11/16/18 Second Submittal to C f Statesville 1
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I
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Q I— This drawing shall not be used for construction purposes until the
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l Department Manager Checked
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P. Murphy P. Murphy
3 76% Print/Plot Date -
Februray 12, 2020
--ter
1
PROP. 2 „ `- Asbuiit Drawn Asbuilt Date
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THE JOHNSON GROUP, INC
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STATESVILLE, NORTH CAROLINA 28677
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OD CO N coo CO 0 4 0 2 4
mg ai 2712
1 inch = 4ft. DWG File Name:
2712-Road Profiles

�\ , /' � I \ 'Oq `S 28F> !� — — i DATE ISSUED FOR REV
\\ / /• ° • / f /' /
\� • , : 7200 SF �� / 10/05/18 Initial Submittal to City of Statesville 0
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P.
PROP. CB 120 Print/Plot Da
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w o LVC: 100.00
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SAT ISSUED FORREV
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•
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l / \ r-•, 11/16I1II Second Submittal to City of Statesville 1
�, 05/10/19 Second Submittal to NC DOT
7\
Third Submittal to C f Statesville 3
0 /19 City o " e
t
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Fifth•
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2/16/1 i
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it
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/ z Department Manager Checked\ .. c mw~n �,. .
P. Murphy P. Murphy
\ Print/Plot Date
Februray 12, 2020
PROPOSED GRADE Asbuilt Drawn dtsbzlllt Date
Clisnt -
1 , c� 2 i The Johnson Group, Inc.
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/ C? 323 WALNUT STREET
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2712 Road Profiles

h
• DATE ISSUED FOR REV
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
05/10/19 Second Submittal to NC DOT 2
09/19/19 Third Submittal to City of Statesville 3
12/16/19 Fourth Submittal to City of Statesville 4
W
O
d 2/12/20 Fifth Submittal to City of Statesville I NCDEQ 5
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o TDS=2.65 '•., SLAB SLAB SLAB SLAB TDS=3.10' • : u 0 7•
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r
T •i ,..5,„
•' 0 ▪ � ' j 9 60 • � 61 • 62 63 64
� `
\ Engineer:
' .II � '•, \ t ( • _ -
' PROP.2'C&G -
4 4
GRAPHIC SCALE
40 0 20 40 8a R. Joe Harris & Associates, Inc.
IN t Engineering • Land Surveying ® Planning
( IN FEET ) Management I
1 inch = 40 ft. Tega 90: :. 8 2 9
118G Stonecrest Blvd,Ce i Cay,S G 2)708 P (803)S0�-L79
w.rjoeharris.com i
- 860 -
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing,and proper permit forms and related fees are transmitted 1
• by the Owner,Owner's Agent or Contractor to the Authority 3
EXISTING RADE
• having jurisdiction.
�_ / Corporate Seal Engineer's Seal
0911(i 1 t11�/ tNtll l l lAli(pi
HIGH PT.S A:2+76.06 ,�'4(•°°•oFESSIp �4/9''G :"�` °Q�ypFESSJ��9!L�',�
HIGH PT EL EV:844.95 •�.. Q% 9� o cv� •
PVI STA:2+99.21 !'
PVI ELEY:846.26 Q -70 o= SEAL o •v o - 0- SEAL rill
— -850-- — -- /- K:3� �_ — — O ��C-4168 a ,p aw,b036836��, 8�
m
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spa �/ ui U pwaa,
0Oo � /'' > > o Li UZ + �
U 06 06 o L r °° co k,.. ,. ... w ai i.,,, 0 Project Manager Drawn
o o "CO - - -- - w< t-� — D. Gates I. Bailey
z w- i — _ w Department Manager Checked
P. Murphy P. Murphy
12% 3 ago Print/Plot Date
o$°/, Februray 12, 2020
2.08 j
- — 84q � r ► ---- Eli�1-2—�
-- Asbuilt Drawn Asbuilt Date
�8" Client
Q
RcA PROPOSED GRADE �GJ G
PLP.
THE JOHNSON GROUP, INC.
15'RCP
CB 115 IN =835.85± i323 WALNUT STREET
1111111111 a ,-, — STATESVILLE, NORTH CAROLINA 28677
PR P •
PR18"IW' RCP N "ex) P: [phone]
INV- :- . :±
m
U Pra! =y :
- - --- 8-30 — - - - - Pine Forest 11
Drawing Title:
1 Farrier Ln
0+00.00 - 4+77.41
HOR. SCALE:
40 0 20 40 '
820 --
0+00 1+00 2+00 3+100 4 00 4+77.41 1� Imo.' :, ,
1 inch = 40ft.
r� �, °o .. rn a'a f o co r cooCO '-n x' u7 oco CV VE R. SCALE:
00 vo • • op ro co n`�o vm a�i °° 4 0 2 4 Project No. Drawing No.
°° °° o 00 �co
�� ® 2712
•
--- — — — — 1 inch = 4ft. DWG File Name:
m
2712-Road Profiles-
-

DATE ISSUED FORREV
10/05/18 Initial Submittal to City of Statesville 0
0
0 �II 11/16/18 Second Submittal to City of Statesville 1
cG i 05/10/19 Second Submittal to NC DOT 2
O l
09/19/19 Third Submittal to City of Statesville 3
0 12/16/19 Fourth Submittal to City of Statesville 4
2/12/20 Fifth Submittal to City of Statesville/NCDEQ 5
rib
5'PLANTING STRIP z
r \w i �, 1 \ � -.-.7 a ct �; /7200 SF
'I •
.. LLI gy / • • • •
o o + . 70 69 68 .. 67 66 65
m 72 0 SF 7200 SF�'.. 7679 SF 7200 SF 0 6599 SF•
6854 SF4.°
1•0083 SF.. `�2 o 1 ® : • ��
1 j ��: n I SLAB TDS=2,63' TDS=0.3T SLAB SLAB - 5'SIDEWALK TDS=0.23'
)::•::; ••
P.G 835 58 PG 839 51.• PG 841 1$i PG$4'I"1'8 PG 840 46 r,i PG 834 23 ;� X o 0
/;..: ;::'_:';' : B 126 N'= 11 PA©=49'X 70' PAD=50'X 7a'. PAD=50'X 70' 'AD=50'X 70' PQD=4'5''X'.70'' PA[}•=42'X 70' % B 20: o ai
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1:.
20 36'.. I
( 8 �I 1 i .
�:.: 9 i I 720.Q SF
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. • �j• 7151 SF :" `r PG$35.45 PG 839.41 P•G•841.17 :: / PCa•841.17 . ., t PG$40.52 " PG 831.88 , ;
I �g p� g �p
1 :: i ; �_`_ . . . ;� •!••'` ; :! ip 0 ° -�I TDS=2.48' TDS=2.66' .••'TDS=0.:46.'. 7. SLAB_.:' 1 SLAB............. TDS`=1.41' -... \ - • NORTH I A Rj1 f� '".'-- "=
•
•
I
:: i .• -I . 26 27 G8 r 29 •30 /.` Now Crnol:�a One-Call Center iGmli before'�C�t�d! °
:. : �. I. t�''�+ lI 7��� er= 7nnn cc ::::::•-' .::::: -7nnn.ec �nnn cc GQ�n ee 31 \ \\ _ .: _
��ryry PROP.2'C&G Engineer:
V
4:-p / , H'r ....
GRAPHIC SCALE
40 0 20 40 so R. Joe Harris & Associates, Inc.
'' Engineering • Land Surveying • Planning
( IN FEET ) Management
1 inch = 40 f t. 1186 Stouecrest Blvd.,•1 eg i C ty,S.C.29708 P:[phone]
.
www.rjoeharris.corn
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
HIGH PT.STA:6 89.76 drawing,and proper permit forms and related fees are transmitted
HIGH PT ELEV: 39.07 by the Owner,Owner's Agent or Contractor to the Authority
PVI STA:6+8 .87
- - P-VI-EL€ 84 ..45 - - having jurisdiction.
K: 15.00 Corporate Seal Engineer's Seal
- LTIC:22�53 -.___ °°°°r°ioN'cA ,,l��o�, °°°°Roth,CAiii,44�o��
v �, ' T ' EXISTING GRADE ° ��° °°°°°,a� �i �` �� °° ��/A.�i
0 / 'Y �r
+Lo ./. �� o ®`$�°* FES$/Q °°°%)7';; va+°��°@Q FES$Q/1%'o�'v
PVI STA:5+29.00 U > - �` c. > ` Sw ��
PVI ELEV;831.14 > m� w :m SEAL . U F. ,. SEAL �e
CO _ o C-4168 0 036836 �zo
840 - - �15:oa_ - /� cy o •
LVC:84.88 _ o On o'GF' ��'�, °° •,...) 1... .p'°mod, ..").°'-
I
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9 4.>t.
LO cs.! n'. *, Z •, \ / N ,-- -- -\ e.,
1118
O ¢ o CO+a O / r ."'. V PVI STA:8+80 J1--
ia��,I�C A"�����° (2e2e���,,1111 et
PVI STA:8+97.69 z Q o w u i •
PVI ELEV 828.89
PVI ELEV:827.90 O O coo M U > / U
H W + el > co > w K: 13.30
00
K: 15�,00 w xs Z w m W --wit r► Project Manager Drawn.
_ LVC:(0.62 �cr o u / °la r_ w
CO CO o w a a W ��° o o N tL D. Gates I. Bailey
ch v o 6 O r-- u /� + 00 + °° O CL v Department Manager Checked
LOW PT.STA:2+46.28 N N N ? U w °iii° °' w z < • f g
LOW PT ELEV:820 57 M w d ui / PROPOSED GRADE ,590 > 1.6-1 > > O I +
. PVI STA:2+45.4• � > O w / o m w w ai o p pinfMlotDate urphy P. Murphy .
_.� PVI ELEV:815.6: m m w / C o _
K: 15.90 // I- O H Februray 12, 2020
'\ LVC:242.81 z
-� .0e0 2.0 5% d' to
880- o--cO - - r - 0°t0 - -- Asbuilt Drawn Asbuilt Date
N N CEO N - ..
+ CO + Co
M Client
Oj U O U 7
HH��'So m m U > w y8,: 3 82i O$°l
w_ CC RCP THE JOHNSO'� GROUP, I .
\-,._
z o CB 110 CB 217 Z o LI °�� / 323 WALNUT STREET
PROP• STATESVILLE, NORTH CAROLINA 28677
O 0 a0 II
PROP$" RCr- INV=824.07± 18"R P: [phone]
:,.. .
HNC / 18"RCP
\ INV- 25.34± a)(nO) w ,-
/
0
/
Pine Forest II
_ F
NT TIE OUT @ 2:` TO
EXISTING GRADE EXISTING GRADE
FROM COUNTY TOPO \ ..._.
DtrItiin j 1 HI,-;.
Old Field Rd
PROPERTY BOUNDARY 0+00.00 - 9+43,41
\ '
Project No. Drawing o.
I
- -- -- - - - -- - - - -- - - - _ 2712
DWG File Name:
2712-Road Profiles

.. •_ 0 7..:.•__.,�._....._._._- -....__ _ _ _ �_� __.__ _ -...__.va..� .._�. _ _�_--,.-.m� ■� ._.. .�- _ ......_.__ _ ..,_. _
DATE ISSUED FO REV
77
10/05/18 Initial Submittal to City of Statesville 0
PN,0 ay SUMMARY OF SEWERMAINS AND MANHOLES �,• 11/16/18 Second Submittal to City of Statesville 1
SIZE LENGTH SIZE LENGTH oF,/ `�\ 05/10/19 Second Submittal to NC DOT 2
/
'&5"/ 09/19/19 Third Submittal to City of Statesville 3
EXISTING LOTS 8" PVC ±2,652 LF 8" DIP ±II43 LF
12/16/19 Fourth Submittal to City of Statesville 4
16" DIP ±1,002 LF HIGH STRENGTH ±60 LF I *ii.STAINLESS STEEL / zi
2/12/20 Fifth Submittal to City of Statesville/NCDEQ 5
TOTAL NO. MANHOLES: 27 (4'0) Total =27 SITE c'
TOTAL NO. LOTS SERVED: 70
i / ,
PROPERTY BOUNDARY P.MH:#100 EX.MH:#10
Murdock Rd'
Amity Hill Rd.
.0+74.95 STA:0+00.00
(LINE SS-100) (LINE SS-100)
•
ill 1
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1
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r 1 PROPERTY BOUNDARY
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I II / / INE
/ / I I I I I I II I I I I I ,I / _ - } y CENTER LINE OF
:71
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PROP,MH:#102 (LINE SS-100) i / 1 1• ` -•'
STA:249.95 /j / 34 \/ j I\ - • - -, _' _ Wh' :;O lt,
! (LINE SS 100 ` N Cv.k wa One-Call center Call before you dig.
8110
I ) /� PROP. \ ! ! '• I •! : : :�-- I
1° 36 35 �/ / tee, 20's.s.E. ! /.. '
37 PROP.MH:#103 / ;, t � •. •.' •`-. ••• � .•': •:• I':• -STA:':0+06-;00 ^
✓., I (�INE'SS-200) co 't.
I w I. 39 38 STA:2+49.95 poi , t ' /:. /•.•. rn^ '
Engineer::
fi1 Bt3� '
40 (LINE SS-100) ti°' : • • ` ! -
1 I STA:0+00.00 I \ ! v v r ^n•
I I 43 42 PROP.MH:#104 LINE SS-101) 7-- , /// °� 33 �` .' I •.L ::�/�l ':. !• `: • ^�^^ !'. � �
II
44STA:6+29.56 �� -'' ./ f ' Ii+y :i' \ ` ! i rn., ! _� ��=m•
. i 45
(LINE 7:1_00_1 EAY PI LA ._ - ' I `��'! PROP.MH:#112 STA: .00 �a G.u.E_ ._ rUBL�( RI V`r rr�+'.�� PROP.BMP ii: , `� \: ' ::k� '.ii..,::::1".1:11
` / `yi '. I •
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(LINE SS 102) �� � + +OQ •• I •
// '/ '
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•
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ROP.MH:#113 r ........___________1.................-----
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, 1I ' I / % O �o - - _ _ 31 \° �.. - - , o„E r- : . • • , `. 1. R. Joe I-Iarrls ASsoclate5, Inc,
O' 10'G.U.E. I I
I I a.� - oF� a°� °� Ti Ic POWER TRANSMISSION TOWER l� 1 ! ! \ / ��Sj •' �x / . ..
I __ 1111/1� 'I 64 •�_ f En Engineering • Land Surveying Planning
m 65
p p
_- ..-.__ _____ - al
' «£PROP.MH:#200 ` d ; c/� .'I>;: `•:: ::�%::'::'::.:. ': bJt7 �7STA: 11+6.4° wE ,. :! - \\ 1V1ana�em�nt
1 i� 53 , p (uNE ss zoo) ` 1 I :\ :/ :: / /! /•
rn - • '! ' 1186 Stonecrest Blvd,Tega Cay,S.C.29108 P:[phone]
!i I I �:„,e'.1,,: --'''''------::::•"'''
• POWER TRANSMISSION TOWER I \ -" _ ' 1 I '! I i 1! i/
I �E 25'NO DISTURBANCE BUFFER " �." A
! \ \:. :.. / • j
i
/ I
I I ! 25'NO DISTURBANCE BUFFER 1I 1 I 1 7 // • • 1 \ 1 / • ...I :I'• ,.••'' .•..... ' :\ ,t.•:;•::•`/••;✓,•. /(1" TRUNK MH:#1
I ii.- • ! of , IONCORRI 1.. TRUNK MI 5 / LINEOSS2 0+77.53 d9/ aril .� O�� C! N .�®
I n: ' J.. J g'POWERTRANSMISS PROP.MH:#111! J STA: 10+62.68 / • -�••''''•......:';..•: /`.:' ( )
(LINE SS 200) •
�::::'' .;.•::::::''_-�
,,- I _ I ,,.1. re. 30 1 10
•
! 1 I I I 1 66(LINE SS 101) �, 22 \
-1.-- if 1- , I .. � / DO Thisdrawingshallnotbeused for constructionpurposesuntil the/":":.:*.ifi ... ' .."
' I IPROP. MH:#105 rl 63 0 x \ \ • `i ` seal and signature of the responsible registrant appears on the
Iw I I I STA:8+68.27 1\1111111.01e1 ` I I 23 :. : .• o drawing,and proper permit forms and related fees are transmitted
I ii-Ps"-TRAIO'
�� / \ . : , : ::.I I 54 LINESS 100 I 1 6�, : /I { ) �- ' PROP.BMP / o� ± bytheOwner,Owner's Agent or Contractor to the Authority
1 , I 29 j °q�,,.:: / :.:::I _ j'o g jC�,U #100 EASEMENT wN/ "j• _ avr Ictlon.
I t h n urisd' '
• Ilill ! }} \ 52 11 • W'-1_ ,m PROP.MH:#201 " -'^�. /' \ : t a :; ; 4 7 4
/ (r� d TRUNK MH:#2 Corporate sea! Engineer's Seal
1 �a , I II 67 Li. STA: 13+04.72 /`'` : ; . I i 1 4 , ..! STA:2+74.80
•
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I 1 t (: 4 (LINE SS 200 oee J+J vaee
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p\ ►e \ LINE SS-100 i 61 m �`� �� \ •..: °� ��°' r'�°'o`'cy ��' �' �`: .
( ) I i _ 1I STA: 1+55.71 �Ir,, i :: eF/i'/ S� oN Ihlu: 1 I LINE S -201 I ' / ^ -.; 1 ' NK M oroo ,oNG&o°,° 4 ® ° `�` eI \ alr ( s ) 1ir*
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\ STA:3 53.81 o'S/j�° C\Q ecf` )//
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PROP.MH:#109 "` c ' i ; PROP.MH:#202 .s-a�\
• STA: SS-4.28 1 " 1 I
I
I ' 4 50 1 I 1 � 27 STA: 14+9.26 / Vlei
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" I 1 I I 11 69 ��1��11 25 (LINE SS 200) I `_1 • /, � I I i ¶1l
/ P'\1 ; ' I ; `I.;.?`: rn Project Mana Manager
Dra.
I I 60 11 0/ 7� 1 •.` I \ I1.: ': ; 9 wn
I I 1 IrdY`. \ \ I l PROP.MH:#203 / / 1-- 4 / l
I ! I , 57 �I �• I 1 I STA: 14+80.70 / / D. Gates C. Brown
I A• PROP.MH:#205 (LINE SS-200) I
I : ' Department Manager Checked
I I �• II I STA: 17+19,03 \ 26 , ,f 19 \. /
I \ \ , PROP.MH:#20 (LINESS 200) 1 PROP.MH:#204 s��/ ®� ��p .100 •
\
:\': •. f P. Murphy P. Murphy
f 1 I STA: 19+59.46 I STA:0+00.00 STA: 15+65.12� ..-� Zd, ® 1 / Print/Plot Date
PROP.MH:#106 70 -- ,I
I I (LINE SS-200) 'lail� \"
\ \
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1 U) � 49 STA: 11+06.97 II � 59 , �� � --,.,\ s© ___. '_-_-.-. . - � :'� ��l�i,GQ•.• •�
cn 48 1 _ �° 411 ? r Februray 12 2020
(LINE SS-100)
46 I 47 I :rl I�I ;, _._ ti° \ _- -'- k0� C,C,��� r srarft Drawn Asbuilt Date
-- '� Q A raw
In PROP.MH:#107 1 58 �-,I /
•
u STA: 13+27.47 I 0 .� ‘‘ s--•
p • a ./,•/ /d`Q 18 ° !Il " , , 1 (LINE SS-100) 1 10 G,U;E ydi /' '�•� ..::% / ' V ---
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' It \i: "''* ''' . .-- •
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teik,
ry 1s_ ._--- � • ': --- - - . . . ..I a •
cc, • • I T R SC) GROUP, INC.
:: :
323 WALNUT STREET ,
___- NORTHCAROLINA 286
i 1 Pfflii !1'�1 _�� 11 �- _ _ I 1 : . •• % . I // +I STATESVILLE, 77
.41 Imo■ v_� _ - _ I 15 I ( 96-5978
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PROP.MH:#108 12 t • / :' I
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STA: 1 S-1001 11 1 :` /TRUN 4. H;:#4 / I
I PROP.MH:#114 10 i 4 Project:
(LINE SS 100)
STA:0+78.59 STA:0+00.00 9 STA: f 8.5 .
8 • ,
(LINE SS-103) // LINE7-1200).•:.. o ,Aj
(LINE SS 103 7 / / ( p
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q 5 6 1 1 PROP.LOCAL- r iY 100-YR FL D
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HAZARD ,..' ITH P OPeSE OPO • o / �,
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i I Drawing Title:
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Overall Sanitary Sewer Plan� •• :, .
NOTE:
• ALL SEWER MAINS AND SERVICES SHALL BE INSTALLED WITH SOLID COPPER 12-GAUGE
TRACER WIRE,30 MILS GREEN HDPE INSULATION.CONDUCTIVITY TEST READ AT FINAL
INSPECTION. CONTRACTOR SHALL PROVIDE ALL TEST EQUIPMENT.
• TRACER WIRE CONDUCTIVITY TESTS SHALL BE REQUIRED AT FINAL INSPECTION.CONTRACTOR SHALL r
FURNISH TEST EQUIPMENT. GRAPHIC SCALE
• ALL UNDERGROUND UTILITIES SHALL PROVIDE A TRACER WIRE TO BE ACCESSIBLE THROUGH A HAND
PULL BOX(TRAFFIC BEARING) AT A MAXIMUM SPACING OF 500'BETWEEN PULL BOXES. THE TRACER -60 0 30 60 120 240
WIRE CAN BE ACCESSIBLE THROUGH AFFIXING TO MANHOLES AND OTHER EXISTING STRUCTURES.
,., Project No. Drawing No
( IN FEET ) 2712
1 inch = 60 ft. DWG File Name:
2712-Water and Sewer Plan UP®1
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25'NO DISTURBANCE BUFFER POWER TRANSMISSION TOWER i�ATE IS�iDER '
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800 VER. SCALE:
' 33.57 LF - 8" PVC (SDR 3 ) @ 0.60%
4 0 2 4 Project No. DrawingNo.
M 2712
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1 inch = 4ft. DWG File Name:
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1 \ �� DATE ISSUED FOR REV
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1870 870
LINE 100 CONT. LINE103
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and signature of the responsible registrant appears on the
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DATE ISSUED FOR REV
NC;, r,, 10/05/18 Initial Submittal to City of Statesville 0
Grzd ,,,�
11/16/18 Second Submittal to City of Statesville I
n 05/10/19 Second Submittal to NC DOT '2
c.) r
25'NO DISTURBANCE BUFFER
A: POWER TRANSMISSION TOWER
09/19/19 Third Submittal to City of Statesville 3
49 ` j g POWER TRANSMISSION TOWER 12/16/19 Fourth Submittal to City of Statesville
. o.
��Toa�9F f� / ' ry ( • / 1.. 2/12/20 .. Fifth Submittal to City of Statesville/NCDEQ
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' , DATE ISSUED FOR REV
51%
, „0-\ 10/05/18 Initial Submittal to City of Statesville 0
, `// °II j 11/16/18 Second Submittal to City of Statesville 1
e
/ \ 05/10/19 Second Submittal to NC DOT 2
EX. LOCAL STUDY 100-YR FLOOD / e
HAZARD LINE WITH EXISTING TOPO / !
•
09/19/19 Third Submittal to City of Statesville 3
. • \ 12/16/19 Fourth Submittal to City of Statesville 4
••
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�... ` . ,� R. Joe Harris & Associates Inca
—40 0 20 40 80
• � � ' Engineering • Land Surveying • Planning
I ( IN FEET )
Management
1 inch = 40 ft. .... g...Y.:<. . ar , 802-1799
1186 Stonecrest Blvd re a C i S.C.2970E I:(803)
in co
www.rjoeh rris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing,and proper permit forms and related fees are transmitted
_ _ -- _ _ - _ _ by the Owner,Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
co co °°•
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sso
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SEAL
v) en E co o C68 < eN 0
• •th
_ -- - -- Protect Manages Drawn
E: D. Gates C. Brown
N Oc0
i ti H PILE b- . _ Department Manager Checked
H PILE P. Murphy P. Murphy
L° Y + co it PROPOSED ( -
2 Iti N r co GRADE co Print/Plot Date
+ CC D ° pFebruray 12, 2020
Q I inbuilt Drawn Asbuilt Date
E 1 MIN. 1' COVER EXISTING GRADE _ _
0 0 / \ TO BE APPLIED - o Z
T Client
o 4 - ./' OVER ALL PIPES cO °; �. ;i
+ o
a. Q / \ (TYP.) Q 3 0� / THE JOHlUO1 GROUP INC.
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--_ __ _ _I '�.. = �� — _0 323 WALNUT STREET
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1--- 0co 6 I h- CONCRET PIPE O _ Sewer Plan And Profile
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770
z HOR. SCALE:
1 .41 LF 16" DIP (PC350) @ 0.20% 40 0 20 40 j
y
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1 inch = 40ft. r
CC a
32.62 LF - 16" D P(PC350) @ 0.20% VER. SCALE: a
0 4 0 2 4co Project No. Drawing N .
0 765 0 I J No III III�� 2712
0+kl 1+00 2+00 3+00 4+00 5+00 8+00 7+00 8+00 9+00 10+00 1 inch = 4ft. 271DW File Name:
Water and Sewer Plan

DATE ISSUED FOR REV
e., ' / / \ / 1 \ \ 1 \�� / / I 10/05/18 Initial Submittal to City of Statesville 0
�, \ SSMH-203 / / fSubmittal Cityatesviiie i 0 \ .._/,
\ I 11/16/'18 Second to of St
2
\ — /
19 14 / 1 \ 05/10/19 Second Submittal to NC DOT
/ .
/ I J \ SSMH 202 "r �a.- SSMH-204 ;/ / / 09/19/19 Third Submittal to City of Statesville 3
1 \ 14+09.26 ''r + �■ 15+65.12 13 � 12/16/19 fourth Submittal to City of Statesville
\ ° =� ��
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/ / -\ 2/12/20 Fifth Submittal to City of Statesville/NCDSG! 5
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1 inch = 40 ft. :... Cay, (803)4..• i799
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PRO USED GRADEiC3 <t cfl
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cn cA IYdrawing shallconstruction purppose This not be used for s until the
N� co N 0) seal and signature of the responsible registrant appears on the
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j2 00 ° by the Owner,Owner's Agent or Contractor to the Authority
} `_ / 8Ek0 a ui having jurisdiction.
,- -, PROPO ED
PVC
IE 813. , Corporate Seal Engineer's Seal
PROPOSED GRADE °°°°owi LArtr,,", m+`°�otit CAi 01"i,
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r Drawn
— '. Oar 88M f
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J N PROPOS E RCP ° ////////////3g9°�° Cil o Department Manager Checked
2!cati Murphy P. Murphy
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Cfl / OQ` I- ,5"RCP 2.16' THE J N GROUP, I .
CO 'C G`� (/) (/) LL' r IE 821.25± O% P$R USED
o ,QJ LL1 , R35}@2.0 323 WALNUT STREET
r-..-. IE 825.34±
r r' Qi — 820 =` "� — - . o' : ;" PUG �50 o Q STATESVILLE, NORTH CAROLINA 28677
.. A53.92 L cv N
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15"R P `''GJ�� C7 c- O
IE 81 .93± P~ N 00 f1) (A N
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1 inch = 401t.
VER. SCALE:
Z 4 0 2
4
Project No. Drawing No.
-- --800 . .
= Dr'° File Name:
x- 2712
----- — -- -- 1 inch 4ft. ''"`'�' fd r .
11 00 ±± J
0 13,00 '14+00 15+00 161.00 17+00 18-00 19T00 20+00 21+OO 2712-water and Sewer Plan

DATE ISSUED FOR REV
NOTE: SUMMARY OF WATERMAINS AND FIRE HYDRANTS -%�
• ALL WATER MAINS AND SERVICES SHALL BE INSTALLED WITH SOLID COPPER 12-GAUGE
TRACER WIRE, 30 MILS BLUE HDPE INSULATION.CONDUCTIVITY TEST READ AT FINAL 77
INSPECTION,CONTRACTOR SHALL PROVIDE ALL TEST EQUIPMENT: SIZE LENGTH SIZE LENGTH
�"• !`a �x • TRACER WIRE CONDUCTIVITY TESTS SHALL BE REQUIRED AT FINAL INSPECTION.CONTRACTOR SHALL �;' 1
I nz�� FURNISH TEST EQUIPMENT. $" PVC ±221 LF $" DIP ±250 LF o� j
• TRACER WIRE SHALL BE INSTALLED ON ALL WATER MAINS AND SERVICE CONNECTIONS.
THE WIRE SHALL EXTEND INTO AND TO THE TOP OF THE METER OR VALVE BOX AT ALL co
LOCATIONS WITHOUT EXCEPTION 6" PVC ±2,443LF 6" DIP ±888 LF
• ALL UNDERGROUND UTILITIES SHALL PROVIDE A TRACER WIRE TO BE ACCESSIBLE THROUGH A HAND
PULL BOX(TRAFFIC BEARING) AT A MAXIMUM SPACING OF 500'BETWEEN PULL BOXES. THE TRACER 2" PVC ±539 LF SITE- /1/41' ''', 1) '
WIRE CAN BE ACCESSIBLE THROUGH AFFIXING TO MANHOLES AND OTHER EXISTING STRUCTURES.
• COMMON AREA LOCATIONS SERVED WITH IRRIGATION WILL BE FITTED WITH BACKFLOW PREVENTER(S). TOTAL NO. FIRE HYDRANTS: 5
EXACT LOCATIONS TO BE SUBMITTED WITH THE BACKFLOW APPLICATION.
: ci(
TOTAL NO. LOTS SERVED: 70 '= j
k , . _____________________ _ __________J „ _.
_______ ,,,,,
z I
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/ j?� a„, ci z I _----- ___ = i 'I ' Murdock Rd.
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EXISTING FIRE -Lvill ,
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�` HYDRANT TEE I
cp
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,
- VICINITY I MAPN.T.S.��r
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TO EXISTING 6"WATER MAIN • I \ ' .
(AFTER SUCCESSFUL TESTING U
AND CHLORINATION.) ,.... .**"". \
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J f faX! CtrnoC s a One Call Center C1 before you dig.
1 36 LF 6"PVC 308 LF 6"PVC_' WATERMAIN(C900) WATERMA (C900) ,*�Rj� r -
ITEETOF.H. TIETOTEE , I` •� EnlrBta
f -' !/ � 34PROPOSED FIRE �it /� `
HYDRANTTEE 1/ ��III36sX6"TEE r ��� t
38 37 5 LF 6"PVC � // Ij�/:',/ /WATERMAIN(C900) /%„A ,
40 39 F.H.TO G.V.41 6„X 6"TEE 250 LF 6"PVC /42 WATERMAIN(C9 0) /1:. 5 LF 6"PVC " �I G.V.TO TEE 44WATERMAIN(C900) -
PROPOSED FIRE Oil%TEE TO G.V. �11 '�11W411100144*-HYDRANT TEE
45 R. Joe Harris & AsSoeiat�s, Inc.
PIN ___ 6 G.V. rur o
5 LF 6"PVC R L, -_ �\
4+00 '
WATERMAIN(C900) ' � �
;� 5 p gLICRl r �-......._- _ � 5+00 o Engineering Land Surveying Planning
F.H.TO G.V. ;� - . _...r��� +iIQ
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--- 6„G.V.
1186 Stoueciest Blvd.,Te i Cay,S C 29708 ..(803.802-1799
.
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9
ATERMAIN(C900) 1iin_, �� \ i :.v5
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348 LF 6"PVC i
'11.1111111111111
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WATERMAIN(C900) III WATERMAIN(C900) a► This drawing shall not be used for construction purposes until the
G.V.TO A.R.V. G.V.TO F.H. ,.. ..
_ transmitted
seal and signature of the responsible registrant appears on the
xO / \ \ r drawing and proper permit forms and related fees are transmi
® er s Contractor to Authority
4 .. .y.,. ,... byvi g jurisdiction.
a
the Owner, wn Agent or a rl ,
n to Seal h
:... - 218 LF 6"PVC 1.... _ Corpora Engineer's Seal
WATERMAIN(C900) �� \ oouaaaaUo
.° TEE TO A,R.V. LL °e,``0N ��4•,� ease A ��1•,�
attaaaaee
_ _ I . . .,. . iti i
- ---( --- / -_- :I �,�r�� per► 30 ��°of S/O,y°°�'-s> > aoQ�o SS/off°'�'9
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t
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Ititi
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WATERMAIN(C900) ( ) ry > ( xe aaaaa���
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_ _° TIE TO EXISTING 8"WATERMAIN USING 8"X 8"S.S.T.V.W/8"T.V. I A.R.V.TO F,H. " ""
•~ (AFTER SUCCESSFUL TESTING AND CHLORINATION) I 52 (t ` A.R.V. �7 II 1 !� \,,/
- ' + A.R.V. 62 "BA L VALVE WITH 2„
tom
r. I 2 L Prefect Manager Dravan�: .`��� ''� ,i \,,\\ PROPOSED FIRE I BLOWOFF ASSEMBLY100
-- IIf _t
/ ` D. Gates G. Brown
, _____Q
(� HYDNTTEE 24 IV
O
\,...-- 11A-*‘`
(�!_. ` O Department Manager Checked
LEJPVcWAL9OJ� 1 �mv I ��. P. Murphy J ) �� 28
I (TIE TO FH TEE) J �' � II \1t 68r — �� PrinVPlotDate I I I1 SSE BLY r�t: +98. $ , O ` O ..;.......-: 169 LF 6 PVC ( - _ xQ6'•
EX,FIRE HYDRANT A M61
� � yF:O.nO I O V►
1 WATERMAIN C900 - I Februra 12, 20 0
(5'N OR TEE) erixd ( )
II - EX.5 L,F8"PVC WATERMAIN C-900 �� i ` �''�. y..i���{�` A.R.V.TO G.V. r -�`' /fi Asbuilt IJravn Asbullt Date
56
_ ; (FH TEE TO G.V.) , 39 LF 2"PVC -
164 LF 6'PVC 1 I WATERMAIN SDR21 � Client
EX.8' G.V.W/MJ PLUG W/2 TAP it\ \ WATERMAIN(C900) I
7-6--- 1---L jIii REDUCER TO BLOWOFF �ilyt / �'•
r ' I i EX. 10 LF 2"PVC WATERMAIN PROPOSED 8"90° 1I�ee�l�,
50
t i (G.V.TOBEND) i
BEND '�'; 69 25 10/if
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L i I f 1 In 'I�
EX.2 90 DEGREE BEND 10'x 35'BORE PIT 11111111111
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___�__ _ (LAUNCH) 1 ; ,�minu '+, i 323 WALNUT STREET
- ° 207 LF 6"PVC i STATESVILLE, N�O�TH GA@�OLINA 28677
I PROPOSED 8 45 BEND ° WATERMAIN(C900) ///
` SP: [phone]
� �� I PROPOSED 8 90 BEND i 1 9
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' PROPOSED 8"45°BEND , I70
6"G.V. _`_-_.._-M-
`_ i ) X.BMP '� r 5 LF 6"PVC - ♦ \
�� `-� E 62 LF 6' WATERMAIN(DIP) I /.......—......4., WATERMAIN(C900) / p,"� (j49 I 59 G.V.TO TEE , '� y :\ \ ,r 6"G.V. _' -- -- - -_,_ "� • 1 48 i F.H.TO G.V. �� ��
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• WATERMAIN CI00 -___ TEE TO . .
(BEND TO BEND) ---•::-------__---.--:_-- -` i tea I�w- r� i►9
_ 10'x 10'BORE PIT lirt,‘ 5 LF 6"WATERMAIN(DIP) I_ ... Ilitil"'"Wi_
t (RECEIVING) �� , toy F.H.TO G.V. ,. ""m 102 LF 8"PVC �, — -- - - _._._-.._._.____, — �6 �.
WATERMAIN(C900) 52 LF 8"DIP WATERMAIN \ ; . • I is 10+10 .�1-m Z 63 3 ,;.41* ..__ - 6'G.V.WITH - _--
, \
BEND TO DIP END DIP END TO BENDr 1111111111
imiiiiii
o ‘114 �1� o 1+: - 2"REDUCER Drawing Title:
„ itu�;�l� i - PROPOSED FIRE
PROPOSED 82 LF b PVC ' �I�1 ,+O..a/aw����! —` _ ___._,. ___- ----- j 16 8 Water Plan
HYDRANT TEE Ove ra I I
WATERMAIN(C900) -�""
'j+o'� _�-�� � 39 LF 6"PVC
(BEND TO BEND) 4+0ME I 0 5+►0 I� 6 00 �,,�_�;�—..a.••�-- -- WATERMAIN(C900) 15
L !? 7L
a aismsosormsNrommi
+; _ — —BL ) � , 3 26M (DIP)\\_____\i:c;G:.'-iligillillillV' 1X6"TEE
285 LF 6"WATERMAIN(DIP) TEE TO TEE
6 G V I G.V.TO TEE 12 ,► \ s ,
PROPOSED FIRE 5 LF WTERMAIN(DIP) a► I ! I•
89 LF 8"DIP WATERMAIN HYDRANT TEE I T . 1 0 128 LF 6"PVC ►(BEND TO BEND) 26 LF 6"WATERMAW(DIP) 373 LF 6"WATERMAIN(DIP) 9 WATERMAIN(C900)PROPOSED 8"90 DEGREE BEND TEE TO F.H. G.V.TO TEE 7 TEE TO BLOWOFF
6IX6"TEE&8"X6"REDUCER 5 6
I I GRAPHIC SCALE
PROPOSED 9LF 8"PVC 2 I 3 4 c i
1 4 —50 0 25 50 100 200 Project No. Drawing �.
WATERMAIN (C900) I
109 LF 8"WATERMAIN(DIP) I
(TAP TO BEND)• PROPOSED 8"90°BEND j BEND TO TEE \ \ 6"G,V.WITH 6" -
MJ PLUG,2"TAP, -
111111 2712
AND 2"BLOWOFF ( IN FEET ) DWG File Name:
1 inch = 50 ft. `�
2712-Water and Sewer Plan
--- -, .. .. -. _ ------ -- -_- - _ i - - -- I, , _ ----- - .� ,n ,. .,z .,.. k�s.,..:... - .jr --

I__ !yam j 11111111 ■■■ ■ ■ ■• ■• �'• DATE IS 1 FOR REV
II �+ . � �- ..��►* 1 � r.-:., � .� 10/05/18Initial Subrndtal to C f 5tatesvllle Ci■ ■� ■ in=all ■ ■ 1.91 . ■ City o
1111. irl
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■ ■■ ■ ■ ■ 1111111111M rme■ ■■ 05/10/19 Second Submittal to NC DOT 2
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•
■■ ■■ ■ Ill ■ ■ 1 ■ 0 . c.-_- _ 09/19/19 Third Submittal to City of Statesville 3
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w 12/16/19 Fourth Submittal to y of Statesville 4
..., ip
pil. . I .
i
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14"DIAMETER 23"DIAMETER X I, et'Y 3"8u, ISL11 1= R d`jEV
N0.3 REBAR NO.3 REBAR I SAW CUT JOINTS
e: X
'•� '•. EXISTING PAVEMENT 10/05/18 Initial Submittal to City of Statesville 0
A '3%<, °•__�<...... ''v A UNDISTURBED w w
HYDRANT BNALL / :p,'. �.< SOIL(TYP.) NEW ASPHALT"SUPERPAVE S9.56" q. r w w w w r w w w w w BRACETNG SOILC NDITIONS 11/16/18 Second Submittal to Cit of Statesville 1
OPEN TO THE LEFT 7,.. ..1. \ m �. BY EXISTING SOIL CONDITIONS
/.. ,7 - - ``vx ,.\ •.•L'� TO MATCH EXISTING PAVEMENT , „ n w w w w w y .
4"STORZ USE PROTECTOR RINGS -' ' I'' THICKNESS OR 2,5'MIN. - 1 �Ir
RIW �. I I. . , .I X A I A A 0%1 V• ■ .:5: .. LOOSE BACKFILL-� .• w w w w w
r ''
CONNECTION IN AREAS SUBJECT TO ',',1 1° - j4: le; A � ��' ? .�rF ,r1 HEAPED UP TO '"+ w w w w O5/1O/19 Second Submittal to NC DOT 2
VEHICULARTRAFFIC p..l ,11: ,�®% i .1:': X'� - e//.i2;.•.0�,t*A rt• 1,••e / 'EXISTING PROMOTE _ +
.rs.r. *I, �' . `I �l r iV �' Yy1\1�_ w\\/
-2'-0"Ti 3'-6"MIN.---- (SEE DETAIL) EXISTING GRADE \.; , / I Fe I `r S• /,a .+f STONE VEGETATION +l,y y l_-11�_ \ '
I PLAN-BENDS PLAN-TEES . . �� ;,:._. .d .:.�.- I T w 1.; �,\ // - 09/19/19
\: /, ell .,.,i- �.I•, ' a caow H =\� //\X Third Submittal to City of Statesville 3
t�¢ \Ij\�j .. \\ \\ \\ \\ \ \\ \\ \�/ ,( �\; - 0. 14,5_14#01,011 ' _,_„ �,�. Y' ��V� _ _ 11�111 11^�//�/\/i
I `i111'-(- USE VALVE BOX STABILIZER PAD WHEN /�'�����' ��s���������s��� �����x��x����s/ ' �� ..°}, 4° Rr'!"c•^ ., ''',•t•�tfrN•?��•��!¢1�l'��! _ -\� 1'V\//\��/ 12/16/19 Fourth Submlital to Clty of Statesville 4
PLACED IN AREAS SUBJECT TO TRAFFC ._.r! 5 S•A�," Imo.101.I:,.t.i140Ni."� ./" .';11 y Y y - . 11" 1-\/\//
_its Z_ 7S� � . i'�ln'abw�•�Iery.I��LrJ,.:.,`t i 1 \/�,\ OVERLAP NEW 1 ,.'':-.>' 1 �11 V /\/\:
_- I m 1 / `--r s"x.' I• IF Y,.'• I'r r1C•{rI'i :.. \111� \\ ASPHALT AND COMPACTED • :E 11�� \/\ \
STANOAR CI
m COMPACTED y /
'":•Ti1w END OF PIPE VALVE BOX TOP , r't rr!•'K 4 r-c'� \\/
1 U TY .xl: .l •�Is..r•,.,....`,.:'-.:.. i111 ///\� STONER"MIN. BACKFILL' T.,'.i.:.;ij�':' ."'�--...-� ..: '..�..:,'...;;.i,' �-�111�"/\//\/� Z/12/2O Fifth Submittal to City of Statesville/NCDEQ 5
a l THREADED WI MARKED WATER ABC STONE f 1 ii
• °: .. .. .,,:..,•,.r; P.PPROVED VALVE BOX CONCRETE BRICKS 44!8,10 plvido 1:.•;:.' :•• -- 1i1//��// ._:./ .,.;,.., ..'....: 11_1 1�//�/\/\
I ,e,, 9 y COUPLING UNDER VALVE BOX Iy��I'yp 1�11 / \X ��/\//\�
�ll PLAN 18"MIN-10 DIA OR LESS �� r :.i111'1���/\ i11'i\ //\/ .
VALVE BOX '`'"-' "
�__ 1 111///�/� 1\ 1111;//\/\
(SEE DETAIL) z I `"• , COMPACTED �_ /\
24 MIN:12 DIA.OR GREATER : ,`):. 11 �\\, - - 1,111 / \/
I CONCRETE BRICKS ' NPICAL MEGALUG JOINT T r BACKFILL \ 11 /\//\\
LINE SILE VARIES , 11 �.
n RESTRAINT OR EQUIVALENT ... ... :...:;.,.::,::'-:. :............ .:;..:... _.,,. ITt� ///` 5.:.., 11,E \/
UNDER VALVE BOX `1 _
/ e.'., SEE PLANS FOR �� 8
1 I 1 /
1
i .. ,.. .-T SECTION X-X ";.:.:,,',:: `,:: i�.. ..�..,:,.:.:r.': 1 �111 /\\ RACE TRENCH AS ,;::.-UPR•'; ' 1 i 11� /�`
I _ ACTUALSIZE
l i(♦ i-+ 6"M.J.GATE 1 CONCRETE BRICKS -.., �y.--.. BENDS&TEES .�pp
Yx__,'$':� - VALVE _ ��ri +' `, `Jw, '' i TS �� i
y-_ 6"DIA.DUCTILE / CT SELECT
I
1 /
.�;� I� • ...•. 111111 1//\//� XEQTING SOIL BACKFILL IN 6"UF 1111,1 1�/�\/�\/
+t+'.-_..J +IIr IRONPIPE .+ II �If; i
?,--' r J[� wNDirioNs
.. � - 3P''. ,� /`:7.\\"\ //\\//\ (MATERIAL NO /11 111/\///�
A .p .A-_:u, \/\\ LARGER THAN 1') /;::J;"",/ /` .
7..•• • �It II �8' -111; FINISH 2' 9.25' PRECAST PIPE 90°BEND 45°BEND 22-1/2°BEND 11-114°BEND TEE "T \ \/\\
i-.�A I I I _ I'-2'� GRADE CONCRETE SIZE In.T,'''., 1 / /// _ `. ';z:. �`\ �//
;:;:-..:,'''14.�t.'- 2:,SCREW TYPE ELBOW A B A B A B A B A B .. ::F':."..: `.: °:"., I,,. //\. •'� �/ /
-1 `RESTRAIN EACH JOINT _ WITH THRUST BLOCKING - ,
.. 18" 12" 10" 13" T 10" 7" 10" 12" 14" COMPACT SELECT ;c.. .i- 1�r
FROA7 MAIN TO HYDRANT. CONCRETE 2, \��\��� <. -- ., /\�\ BACKFILL IN6 LIFTS O� ��.i"' /�\\/ gD .;.�`; , e :.(/�/�
T 10 72' 14" _ L ▪ _
DIAMETER THREADED \ \ \ \ ',e e.AE, •,' i• \ �\�\\%j 6" 18" 12" 10" 13" 7" 10" (MATERIAL NO
LARGER THAN I") ".:::'..:.:_: `_,. ;':'..'-.. .. //\// ,, ,..` \/�//
i C.Y,#57 THRUST BLOCKING GALV,PIPING r,.;
WASHED STONE iv 8" 24" ,8" 13" 18" 10" 12" 10" 12" 16" 18" `
MECHANICAL JOINT PLUG THRUST COLLAR
CONCRETE . .. � .. .... ... � .� �.
WITH2 THREADED OPENING SEE STANDARD DETAIL ", ": �' „ „ " „ „ .,:....,..,...;: /:.:'., \ /: '...,'7._' r .'`:, .:,\/.
THRUST BLOCKING 2" 4.5" 12 15 12 15 20 22 ,
10 28 22 15 22 :,
NOTES: MEGALUG RESTRAINED VALVE BOX 12" 32" 28' 19" 28" 14" I8" 14" 18" 22" 28" \ \ \ / \ /K/
2. SE NOT BSTAN ARD MAT DRAIN LII T FORIAP JOIYT OR EQUIVALENT 27"DIAMETER 16" 54" 38" 32000 PSF SOIL(SAND&GRAVEL WITH CLAY) 36' 36" 42" NOTES: SEE NOTE#2 \ / /``H % POD LESS THAN 14R 2" SEE NOTE#2 \ ` `;t ,/ POD LESS THAN 14" 12" I
1. SEE CITY STANDARD MATERIALS LIST FOR APPROVED HYDRANTS DIAMETER 1F
9
3. ALL HYDRANTS SHALL BE YELLOW IN COLOR. • 14 TO 36 18' 14 TO 36 18"
4. HYDRANTS SHALL BE BEHIND SIDEWALK OR AS PER PLANS.(NO NOTES: 1. WHEN IN ROCK OR NON-CUSHIONING MATERIAL PLACE ABED OF#57 STONE AT LEAST 6"THICK BELOW MORE THAN 24" 24" MORE THAN 24" 24"
HYDRANTS IN SIDEWALKS) NOTES:
5. ALL JOINTS FROM MAIN TO FIRE HYDRANT MUST BE RESTRAINED. NOTES: SECTI ON A-A 7.BASED ON 2G0 PSI STATIC PRESSURE PLUS AWWA WATER HAMMER ALLOWANCE. MIDPOINT OF PIPE FOR TRENCH DEPTH'S UP TO 16'.WHEN TRENCH IS GREATER THAN 16'DEEP PLACE AN
,. TWO INCH BLOW OFF VALVES ARE FOR TEMPORARY USE ONLY.USE ADDITIONAL 1"OF CUSHIONING STONE FGR EACH 2'OF DEPTH UPTO A MAXIMUM CUSHIONING DEPTH OF 12".
USE MEGALUG OR EQUIVALENT JOINT RESTRAINT.CONTRACTOR 2. WHERE UNSUITABLESOIL IS ENCOUNTERED,EXCAVATE THE SOILAS DIRECTED BY THE ENGINEERAND 1. WHEN IN ROCKOR NON-CUSHIONING H'S UPTO PLACEA BED OF#575TONEAT LEAST6"THICI(BELOW I
MAY USE THREADED RODS AS AN OPTIONAL JOINT RESTRAINT. A FIRE HYDRANT FOR PERMANENT BLOW OFF VALVE APPLICATIONS. 2.ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND. MIDPOINT OF PIPE FOR TRENCH DEPTH'S UP TO 16'.WHEN TRENCH IS GREATER THAN 16'DEEP PLACE AN '
BACKFILL WITH#57 STONE.
RODS MUST RUN CONTINUOUS FROM MAIN TO HYDRANT. 3.THRUST BLOCKS TO BE USED AT ALL LINES OPERATING UNDER PRESSURE. WHERE ENS 1I ABLE SOIL 15 ENCOUNT FOR,EXC 2'AT DOPES UL AS A RECTEDM Y THE ENGIN DEPAN OF 12".
3. BACKFILL SHALL BE COMPACTED TO 95%STANDARD PROCTOR DENSITY.
6. GATE VALVE SHALL OPEN TO THE RIGHT. 4. WHEN WORKING WITHIN NCDOT RIGHT-OF-WAYS IT MAY BE REQUIRED TO ADD A ONE 1 INCH ASPHALT 2. WHERE UNSUITABLE SOIL IS ENCOUNTERED,F_XCAVATE THE SCIL AS UIRECTEO BY THE ENGINEER AND
4.KEEP AL!PIPING JOINTS CLEAR OF CONCRETE THRUST BLOCKS. O BACKFILL WITH#57 STONE,
OVERLAY OVER AND AROUND THE CUT AREA. 3. BACKFILL SHALL 8E COMPACTED TO95%STANDARD PROCTOR DENSITY. ,
°i�KATH -, WATERLINE DETAIL# REVISED �pto,ATA1ES DETAIL# REVISED 'ec.H5K TRp DETAIL# REVISED eg6 IRE5 DETAIL# REVISED e0.30.TR D' I DETAIL# REVISED ofs'vATESG DETAIL# REVISED
CITY OF STATESVILLE W-6 MAY2010 F.-` tc CITY OF STATESVILLE WATERLINE W-9 AAY2010 tom_: rC CITY OF STATESVILLE WATERLINE W_B �� _ _ �r. CITY OF STATESVILLE WATERLINE WATERLINE } r• tt4
�' 4Y-4 MAY 2010 M x`-.,,. C CITY OF STATESVILLE ,�' ._�` ' CITY OF STATESVILLE WATERLINE .W:15 MAY 2010 4
.E, •-=ILL` Z 1
ci -" Vf', W-14 MAY 2010 ,,,,
�'X'"vu51R �,Ir PUBLIC WORKSDEP RTME Typical Hydrant SCALE: SHEET# .ITT, I1r' v Temporary SCALE; SHEET# h1Np15111 6RK.,111 4 1``111SE , .
7 ,r. .c- ti, A NT o ,,-/•:,� PUBLIC WORKS DEPARTMENT , '�„ -+• .,5's' PUBLIC WORKS DEPARTMENT Valve Box Protector SCALE: SHEET# y rvrA1. ,RE¢•' pUgLIC WORKS DEPARTMENT Thrust Blockin SCALE: SHEET# .t.9U5i� �'' pUBLIC WORKS DEPARTMENT Trench,Bedding,�r SCALE. SHEET# ''�:N1°°1` 1LU1� Trench,Bedding,I;c SCALE: SHEET#
7t Connection N.Y.s. OF i 4r mow ' R ti� y g o -..-...^-„y42 0�,"AE ;. PUBLIC WORKS DEPARTMENT
-� _h�A� - 2 Blow Off Valve N.T.S. OF 1 7 CAC+O _ _ N.T.S. OF 1 ~CARq N.T,S. OF 1 ? CA11O Backfill in Paved Roads N.T.S, OF , T11 CO ' Backfill Off Road N.T.S. 1 OF 1
moo .,et�,�e
Off, `Ir --- - - - - !
a "" 1, °
y 'I y c,/: A l,. h-1-1/S n N') \ W ROADWAY
�Q ��r FOR, Eli. f y W
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1 /' - �` i- - _ -- = I SIDEWALK �, '•.
-Q MIN.4"CLEANOUT .-t MIN.4"CLFANUUT Q♦ ♦ CLEANOUT PROTECTOR REQUIRED IF '='---' _ _ -
C O GLEANOUT IS LOCATED WITHIN TRAFFIC AREAS "'' " T�������� I�//////j/ JC f Ir-IIF 12-:If - --- 74C1� a� �.Llc
6ro ALL HYDRANTS TO BE WITH BRASS PLUG WITH BRASS PLUG ,i� ,♦' c __ - TO CUSTOMER '
w "'� ALL HYDRANTS TO BE c '' 1 L
a 0 e,w PAINTED YELLOW BY N FON cr-i ® wry PAINTED YELLOW BY c Ip ,i, I I _T 12" _-
T ,I-I� _ '��1 �tr u dig
THE MANUFACTURER uw .'' ,p„ -r••••�•
o `Y1 I 0 TI I THE MANUFACTURER �O P c BRASS PLUG <i \
(/) RESIDENTIAL A (n RESIDEMIAL - k••'•WASHED 57 STONE a
w I _ _ TYPICAL VALVE WATER METER y TYPICAL VALVE _ _ Natil�CAvtoE:.raone-Call Center
yy BOX WI COLLAR O D BOX W/COLLAR WATER METER 0°-60°TAP
o - OPTIONAL 3/4"ELL \
D 1 F I D ko. - 1 I ' �•y 3'4"TYPE KCOPPER I tip .' r.
� ��. � SIDEWALK N -- L SIDEWALK ,,, w •"� !
- '' "' ,�I `� ,+vx...ac . C. - :MAIN -CORPORATION STOP ` KEEp LINE AS LEVEL
m C ' .,iioii/i lia�r.,���.���uuuo��v,: 'C 1 'T . ,�t���, ,,.� 1/4
• 1 D SCH.40 PVC a
.:.< ar.:h'- P%'T !. ,.•• • „.N.AF:t -a'mi r=- I �� , ',_,,ar; " `.. r .:!' _ �' ;;<:,F"..:
'�"' 1"' III LL77 -3/4» 1 PIPE ORD.LP. WIIHMAINASPOSSIBLE :
r- r-' ( Section View of Connection ,
CORP.STOP BEND PIPE AS TIGHT AS rn CORP.STOP BEND PIPE AS TIGHT AS I 1Z" : '
=I �, 6"DIA.D.LP. POSSIBLE WITHOUT KINKING PIPE \ 6"DIA.D.LP. 4 +' rd `
III'-�f'� _ \� 11� - //' POSSIBLE WITHOUT KINKING PIPE \J SLOPEp NUTEETER Is TO BE SET INSIDE OFTHE R/W. 18 i"(2 REQ D) 119"t'-_32'_'"1 _
314"TYPEKCOPPERPIPE / 3/4"TYPEKCOPPER PIPE \ PLAN VIEW SIDE ELVATt�� / ,;�.�
�` ,I" I I lit, .Ii - 11 1'h11N' "--PLUG 2. METER SHALL NOT BE LOCATED IN DRIVEWAY, :
ti5' N� i Jr l'� y„�'7A`y'A'�s'12r lz°1°� COh1BINATIUN 3. ALL PLAS(IC MET)R BOXES SHALL HAVE HEAW DUTY STRENGTH POLYMER - 12" - ✓' '
,>, V "�- y CEMENT PLASTIC LIDS WITH CAST IRON VIEWING LIDS AS APPROVED BY
c (-I 1_ - --1 45° .40 PVC SERVICE LINE L. = -1 - - .-i 45° z'✓,.^.,„"`+- "�- WYE&118 BEND THE CITY OF STATESVILLE. �/-/'31�"]'--I I--24- ---38"---� 'j "' // ® )�
rE, MINA SCH ,,,,,, MIN,4 SCH.40 PVC SERVICE LINEL , r 3,..°7,:., /' /;.;^ j /
�; I �i G �, 1= v �.C�; ♦' 4. ALL SERVICE LINES SHALL COMPLY WITH AWWA REGULATIONS C800, L 4 X 6 CAST IRON READER / / j j
;,' SLOPED @ 2% ,-r z I SLOPED @ 2%MIN. //- I ""7r. Ss`_//N/'� ▪ 1�- 45°BEND _ �,;: / ti
.c $ MEGALUG JOINT q MEGALUGJUINT J v v 4C ���
Ul RESTRAINT OR EQUIVALENT WYE FITTING lD RESTRAINT OR EQUIVALENT V ▪ N ///
V7 WYE FITTING
�• SEWER MAIN { SEWER MAIN / a ,-r`"T ROMAC SADDLE TEE WI GASKET SKIRT OR ANGLE METER STOP DUAL CHECK VALVE
5' z �` � ,,HA,k r r ." EQUIVALENT.INCLUDE STAINLESS STEEL STRAP MUELLER H-14255 MUELLER H14242 / '
m
A ` 1Z 1- /,ff{ a fwH,+ q (MUST MEET APPROPRIATE ASTM STANDARDS) OR ANY DUAL CHECK '
F, aY'T 7x 1 `✓ALVETHATISA.S,S.E. - :.z .:.---. ...: r. _:,,,. .:.-:., _ x ..,.-- - .:. _. ., .__ ^'a
1/2" DIA. GRADE 60 *%/ APPRoveo
FRONT ELE!/ATION . z#
STEEL REINFORCEMENTf fi ,,-: _� `��
k 7 . - �. Joe Earns �& Associates Ir�c•
_ D -, > a ° /1. . 5-3/4" SECTICIV A--A �1 hi ;, ,T�
z m 1 m m a » '� ILIIII �I;'II��^,'�'ii' <�
N N ; # •.• Engineering Land surveying • Planning
' x ➢ ,,, rn a NOTE: -:,3 vr',a`T""
m N N H- m 1 r ,Ai: Ma:nagement
ti - I 1. CLEANOUT SHOULD BE LOCATED AT THE RIGHT-OF-WAY OR EASEMENT LINE.
1' as o v I" -I 'o p ,I�IIiIiIIII 2. ALL TAPS WILL BE MADE WITH A TAPPING MACHINE
-'-- -- I - 3, IF LATERAL HAS LESS THAN 3'OF COVER IT SHALL BE DUCTILE IRON PIPE f g , yi r.0S " y„ _ ( .•� 799
-- J136 Stone rest Blvd.,Pe t Ca,S C 0J708 P: 803 80�J
a. Q 314"IRON YOKE BAR ;,
PS1-PF MANHOLE STEP BY
CONSTRUCTION NOTES: M,A. INDUSTRIES, INC,
1. FlLL WORK SHALL BE COORDINATED WITH THE CITY OF STATESVILLE,THE DESIGN ENGINEER,THE N.C.DEPARTMENT OF TRANSPORTATION, 4grATe y. 'DETAIL# REVISED 4gre.TESL, DETAIL# REVISED
° - _ rl" SANITARY SEWER °y_ _, lr, WATERLINE �/{/WVQ/ .rj®�hrri .��r�
ALL GAS,TELEPHONE,&POWER UTILITIES,AND ANY OTHERS AS REQUIRED. '` C CITY OF STATESVILLE s-B MAY201D CITY OF STATESVILLE w-z Mnvzolo
NOTE: STEPS ARE TO BE PLACED 14" 0.C, AND ALIGNED VERTICALLY, is �. o �rf
W,,.r.A6.NIw.E .4,, r.n"auuRc 3�4"•1�� SCALE: SHEET#
2. ALL WATER LINES INSTALLED ON SECONDARY ROADS SHALL BE ACCORDING TO THE NCDOT"POLICIES AND PROCEDURES FOR C q /� 1 �• o ? PUBLIC WORKS DEPARTMENT SCALE: SHEET#
ACCOMMODATING UTILITIES ON HIGHWAY RIGHT-OF-WAYS"MANUAL. COPOLYMER POLYPROPYLENE. PLASTID MANrf IOLG, STEP Qr Sewer Stub-Out Detail N.T.s. of �P?FF PUBLIC WORKS DEPARTMENT CATER SERVICE N.T.s. of 1
CAf!
3, TAKE PROPER PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNERS.ANY NECESSARY REMOVAL AND RESETTING OF PROPERTY - _____-_-
IRONS SHALL BE DONE BY A REGISTER LAND SURVEYOR.
4, FENCES DAMAGED DURING CONSTRUCTION MUST BE REPLACED,USE TEMPORARY FENCING TO PREVENT ESCAPE OF LIVESTOCK. This drawing shall not be used forconstruction purposes until the
seal and signature of the responsible registrant appears on the
5. ALL RIGHT-OF-WAYS SHALL 8E GRADED,SHAPED,SEEDED AND STABILIZED AFTER CONSTRUCTION IS COMPLETE. iNDt15TRIE8 draWing,and proper permit forms and related fees are transmitted
6, ALL RIGHT-OF-WAYS SHALL BE GRADED IN A MANNER AS TO NOT ALLONJ ANY STANDING WATER, PARTS LIST
Air Release Valve Selection Guide
7. ANY EXCAVATED WOOD,ROCKS,AND/OR DEBRIS SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR.NO UNSITE BURYING WILL BE by the Owner,Owner's Agent or Contractor to the Authority
ALLOWED. ITEM DESCRIPTION MATERIAL CONSTRUCTION NOTES: •
A(Diameter) D If the specific venting rate is known,refer to Table 1 and select the Air Release Valve whose venting rate is at least equal h aV In UI ISdICtIOn.
1, BODY CAST IRON,ASTM A12643 _ to the maximum working pressure at which the valve will be operating.On a long pipeline,it IS more efficient to install 1. ALL WORK SHALL BE COORDINATED WITH THE CITY OF STATESVILLE,THE DESIGN ENGINEER,THE N.C.DEPARTMENT OF TRANSPORTATION, : g I
8. ANY TREES SCARRED DURING CONSTRUCTION SHALL HAVE THE SCARS TRIMMED AND PAIN TED WITH ASPHALT-BASE TREE PAINT. Q valves with smaller orifices at frequent intervals than widely spaced laryer orifice valves. ALL GAS,TELEPHONE,&POWER u LITIEs,AND ANY OTHERSAS REQUIRED. .
2. COVER CAST IRON,ASTM A126-B
11.PLUG ALL PIPE OPENINGS AND FILL ANY EXPOSED TRENCHES AT THE END OF THE DAY, ® Ia If the specific venting rate is unknown,refer to Table 2 to select the correct type and size Air Release Vatve.Determine AccpnlMoonnNG uTlunEs ON HIc wnY RIGHT-of-ways^MANUAL. oR f.'OYpOrate Seal Itinglneer s Seal
2. ALL WATER LINES INSTALLED ON SECONDARY ROADS SHALL BE ACCORDING TO THE NCDOT"POLICIE6AN0 PROCEDUREG F
3. LEVERAGE BRACKET 316 STAINLESS STEEL y q ( ) g pressure(PSIG).Using this information,select the . . YARIE$,
12.DO NOT TIE NEW WATER LINES INTO EXISTING WATER LINES UNTIL AUTHORIZED BY LOCAL AND STATE AUTHORITIES. 1 the s stem maximum li uid flow rate GPM and nlaxirnum workin
O 4. ORIFICE 3165TAINLESSSTEEL orifice size and corresponding Air Release Valve,noting whether it is for clean wafer or se Wage service. 3 RONSSIALLBEDONEBOAREGSTORANDSURVSYOR.PROPERTYCORNERS.ANYNECESSARYREMOVALANDRESETTINGOFPROPERTY • FULL JOINT (4Q MAX, B°PIPE}, \,��111i1111////' `,��\rllllr/d///✓
♦ E �. - - 50`MAX.'12" P)P.E} •. FULL:JQINT' �\ Jj ♦ /
1HIOH STRENGTH":STEEL'PIPR;' p
13,THE USE AND STORAGE OF EXPLOSIVES SHALL CONFORM TO LOCAL,STATE,AND FEDERAL LAWS. Table 1 Q.f.P. p,la, �`. f �/1 /j \\� �� �O /��
,� 5. FLOAT BALL 316 STAINLESS STEEL „,, ri ,_, �. 6 V T ; e , t 4. FENCES DAMAGED DURING CONSTRUCTION MUST BE REPLACED.USETEMPORARY FENCING TO PREVENT ESCAPE OF LIVESTOCK. - O \ p♦°e°° V/ O �} / O
/ Tr a 1 : x „S *,. s 5 r �- tY ,P +]w �11 C r SEE NOTE k. 1 C I ♦ `` G O
r e i
14.COSTS OF CONCRETE COLLARS AND PLUGS H L B N D / - I PF _: t„ : } ` °•, •e000000
SAL EI CLUDE IN THE UNIT PRICE OF PIPE UNLESS OTHERWISE NOTED IN THE PROPOSAL. s. GnsKET ARMSTRONGCS-301 : 1;., 5. ALL RIGHT-OF-WAYS SHALL BE GRADED,SHAPED,SEEDED AND STABILIZED AFTER CONSTRUCTION IS COMPLETE. O O e° °o '{� ✓ O o° FES eeOO♦
�� ;} �sut@s F, r `:" ArltlasV�l�tarifleet$�e1a,C( eFe}:.aa t ..
_., / -. •�,: .14tc<.,vi,•=-W.,+.+'d.., - .. st 7 ..F. k. .. ..;" .r'..:4. ._,a3r., 6. ALL RIGHT-OF-WAYS SHALL BE GRADED IN A MANNER AS TO NOT ALLOW ANY STANDING WATER. -w -+-- - : -,:. - ,., o O
C, S $/0
. ( -A / I 16 ,ram o°Q o
15,.COSTS OF ADAPTERS,ETC REQUIRED FOR CONNECTIONS OF PVC,C.I„AND D.I.PIPE SHALL BE INCLUDED IN THE UNIT PRICE OF PIPE. Q r-► t� � / 7. COVER BOLT STEEL,ASTM A307 :°•->•- - `+\ ` 7 ->:sb :°x•t x. { ".,w-.;aa ... , 18 -► +-18, t8 -9 o° Y9 °o .� o Q e o
� -I / 7/16 7. ANY EXCAVATED WOOD,ROCKS,AND/OR DEBRIS SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR.NO ONSITE BURYING WILL BE a Q o °4/ e
i6.ALL FENCES CROSSED DURING CONSTRUCTION SHALL BE REPLACED WITH FENCE OF LIKE MATERIAL. INCLUDE A NEW(0'OR WIDER GATE \'/ "-1•��^/ / �, ��= 8. BRACKET SCREW 18-8 STAINLESS STEEL ALLOWED. l\. /'� o o� Zo
_ , _ SEAL
OF LIKE MATERIAL AT EACH FENCE CROSSING FOR ACCESS.COST OF REPLACING FENCES AND PROVIDING GATES SHALL BE INCLUDED IN r - ' //\ \ // a
3'' 9, FLOAT ARM 316STAINLESSSTEEL 33.6 1 8. ANY TREES SCARRED DURING CONSTRUCTION SHALL HAVE THE SCARS TRIMMED AND PAINTED WITH ASPHALT-BASE TREE PAINT. / .'\\.1/ \ \\" \A`\ / e (`SEAGL�j ° °�
UNIT PRICE BID PER LINEAR FOOT OF PIPE. _ YIiR ' q7,5 PLUG ALL PIPE OPENINGS AND FILL ANYEXPOSEOTRENCHESATTHEENDOFTHEDAY. ( /. / \ �/\ /\ d GD -��V o r,� o� 036836 c�q
�;;- ,� `�r 10. ORIFICE BUTTON BONA-N RUBBER „ \/; \ / �. /\/ �, !„ .1i `^G/o � 'f, C�
17.ANY PIPES WHICH MUST BE INSTALLED INSIDE A DITCH pR AT A CREEK GRUBBING TO ALLOW ACCESS DURING CONSTRUCTION SHALL BE 4. ,,... '' Szs '' z.Do Nor TIE NEw warER LINES INTO Exlsrwc warER LINES uN1ILAumoRZEo By LocALa D STATE AUTHORITIES. \/. /\� F \ r �O'off �^
REMOVED ONCE CONSTRUCTION IS COMPLETE UNLESS OTHERWISE SPECIFIED.SAID PIPE SHALL BE NO LESS THAT 12"DIAMETER UNLESS i 1 / 11. SPRING PIN 3U2 STAINLESS STEEL 77 0 rE , 1 \��r!/ �\' FLEXI9LE;COUPLINGS /f' ��'��•000�jp/A/! p CO\7o° ,`� �'�' �/ °o� �o° ,moo
• '• 13.THE USE AND STORAGE OF EXPLOSIVES SHALL CUNFURM TO LOCAL,STATE,MDFEDERAL LAWS. �\ /\\ �O'Y G$G o♦eo 1� o ♦o° �`O
OTHERWISE DETERMINED BY THE DESIGN ENGINEER..COST FOR INSTALLLNG THIS PIPE SHALL BE INCLUDED IN THE UNIT PRICE BID PER �i 12. FLOAT SCREW 8-6 STAINLESS STEEL , , o♦ o Q
LINEAR FOOT OF PIPE. � 25.5 R 4.COSTSOFCONCRETECOLARSANDPLUGBSHALLBEINCLUDEDINTHEUNITPRICEOFPIPEUNLESSOTHERWISENUTEOINTHEPROPOGAL. - ' \��/ /\ OI000' �jy/,(lo1OJ1 G\�.♦� j7,J/O /CoOy,T/ °fit\��``��
6 13. LOCK WASHER 18-8 STAINLESS STEEL 75 3.6 8.0 14.2 32,0 43,5 88.8 127.8 174.0 227.3 429.7 909.1 15 COSTS OF ADAPTERS ETC REQUIRED FOR CONNECTIONS OF PVC C.I.ANDDI PIPE SHALL BE INCLUDED IN THE UNIT PRICE OF PIPE. �\ y \\/ T 00//-/1,"(k A��O\0�� ��/ ' ZOI//' '` °Loo\'1``V,\\`
16 ALL FENCES CROSSED DURING CONSTRUCTION SHALL BE REPLACES WITH FENCE OP LIKEh1ATERIAL INCLUDEANEWISORNICERSATE I I ///Illlli�� 2R ///11�IIr��
EROSION CONTROL NOTES 14, PIPE PLUGL STEEL 100 4.5 0.2 8.2 40.9 55.6 113.5 63.5 22z.5 290.6 549.5 62.5 OF LIKE MATERIAL A7 EACH FENCE CROSSING FORACCES COST OF REPLACING FENCES AND PROVIDING GATES SHALL BE INCLUDED IN " ' 1
B 15. REDUCING BUSHING(Note 1) STEEL 125 5.5 12.4 22.1 49.8 67.8 138.3 199.1 271.0 354.0 669.3 1415.9 UNIT PRICE BID PER LINEAR FOOT OF PIPE. I - i ` l '"- ` `- '-._..... ..,,,,.... .. ....... . .. ... _,
1. ALL SITES ARE SUBJECT TO INSPECTION FOR EROSION CONTROL �1 ` 150 6.5 4.7 26.1 58.7 79.9 63.0 234.8 319.5 417.3 789.0 669.4 ANY PIPES WHICH MUSTER INSTALLED INSIDEADITCH OR ATACREEKCROSSING TO ALLOW ACCESS DURINGCONSTRUCTION SHALLER \ ,
`J ` REMOVED ONCE CONSTRUCTION IS COMPLETE UNLESS OTHERWISE SPECIFIED.SAID PIPE SHALL BE NO LESS THAT 12"DIAMETER UNLESS •. \
2. ANY LAND DISTURBING ACTIVITIES OF 1 ACRE OR MORE 1/2 ACRE WITHIN A PROTECTED WATERSHED AREA)SHALL REQUIRE A LAND Pro eCt Mana er Dra
( , ` 200 8.5 19.1 34.0 - 104.1 - 306,0 - - 1026.E - OTHERWISE DETERMINED BY THE DESIGN ENGINEER..COST FUR INSTALLING THIS PIPE SHALL BE INCLUDED IN THE UNIT PRICE BID PER -
DISTURBING PERMIT FROM THE IREDELL COUNTY PLANNING DEPARTMENT. 0 DNEARFOOTOFPIPE.- CREEK,,CHANNEL- g �Jn
250 10.5 23.E 41.9 - 128.4 - 377.3 - - 1268.1 - \ 3' MILS., /^+ �+
3. IT IS THE CONTRACTORS RESPONSIBILITY TO MONITORAND MAINTAIN ALL EROSION CONTROL PRACTICES IN ANU AROUND THE SITE, a09 z.5 z8.o 4s.B 526 44Bs 5m.7 EROSION CONTROL NOTES \�/ D. V G�teJ C. B r0W t1
NOTE 1-PART 15 USED IN'''A"AND 3/4"SIZE ONLY \
4. AS PER N.C.G.S.113A.•57 2...IN ANY EVENT SLOPES LEFT EXPOSED WILL WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHAS OF 1' " " '` " a;ex- " ` aT' ;
() E ,:n,. 41 t h 3M�"'' . `` 2Qt,�;V.9?2C r,9�L„e" : 923 ,,,;;T'.,,, w6 3 4 4 2 ' v.923Til 1, ALL SITES ARE SUBJECT TO INSPECTION FOR EROSION CONTROL. \ / //. � _
GRADING,BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,DEVICES OR STRUCTURESfaaH `.,+�r� ;. �. / \�\�\! Department Manager Checked
SUFFICIENT TO RESTRAIN EROSION. II u$j4 :i,a0791 �91�AM1BI � 32g 3T 4 i a7�4 - -f 2. ANY ANODIBTURBINGACTIVITIESOFIACREORMORE(7/2ACREWITHiNAPROTECTEDWATERBHEDAREA)SHALLREQUIREALANU .' .
(!I• ,1Moe ) g 3r .. I„a: a Ey' T : -1v'T 4*° 5 n y, DISTURBING PERMIT FROM THE IREDELL COUNTY PLANNING DEPARTMENT. - _
\J\ �:.; Z. . „ Q?,A Q!;,rr;� V I&;9z7 *2•1 • . , . . s' MIN: 4,
5. PURSUANT TON.C.G.S.113A:57(3),..PROVISIONSFORAGROUNDCOVERSUFFICIENTTORESTRAINEROSION MUST BE ACCOMPLISHED ''\ \ 3. InsTABCONTRACTORSREsao SIBIUYTOMONHORANDMAINTAINALLEROSIONCO r OLPRACTICESINA UARou DTHESIrE. H PILE IF RE ON PL.AS P. Mttrpl l�/ P. Murphy
\ \ SHOWN .CN PI ANS. �- Print/Plot Da-e
WITHIN15WORKINGDAYSOR90CALENDARDAYSFOLLOWIN000MPLETIONOFCONSTRUCTIONORDEVELOPMENT,WHICHEVERIS , \ i Tablet 4. AS PERK.c.G.S.113A:57(2)...INANYEVENT,SLOPESLEFTEXPOSEDWILL,WITHIN21CALENDARDAYSOFCOMPLETIONOFANYPHASEOF 1
SHORTER,EXCEPT ASPRUVIDEDINI5ANCAC46.0124(e). y_ -.' ;, a GRADING,REFANTEDOSOTHERWISEPROVIDEDWITHTEMPORARYORPERMANENTGROUNDGOVER,DEVICES,UNGTRUCTURES (TYPLCAL}
---, 15 ,h'-:T ra.t s ,y., ;?, Xw. ay74 t'Cte�1 E('pts(>g //> /a "'k,. 3 5iY4,' S�,vwal8HBeiv(cr5 ,«. r SUFFICIENT TO RESTRAIN EROSION. .' NOTES: .
A DI I N L E ,,, , , "a;n" :,.: t .;,6? z<" , r. 1. FLEXIBLE COU UNG S - L E'
6. D T 0 A ROS ON CONTROL MEASURES NOT SHOWN ON PLANS MAYBE REQUIRED IF STABILIZATION IS NOT ACHIEVED WITHIN T T 2„£ m d e g _c.r4,+ P,,,., HAL.9,- [ G�(� 'I w�
'"M.,F MQ,I y, t, g,_.w,,,.:yt,,,�,;r^IgII ! e,; .p{ya;,g„vH,?>N} II a 5. PURSUANT TO N.C.G.S.113A:57(3)...PRWISIONS FORA GROUND COVER SUFFICIENT TO RESTRAINT EROSION MUST BE ACCOMPLISHED D C r�GF,/r6ArG\� 1 2, 2020
SPECIFIED TIME LIMITS OR IF UNDUE SEDIMENTATION OCCURS. ��� "` "' WITHIN IS WORKING DAYS OR90CALENDARDAYSFOLLOWINGCOA7PLETIONOFCDNSTRUCTIUNORDEVELOPMENT,WHICHEVERIS �- L N NIMU TYPE. J
FIGURE910AIRRELEASEVALVESARE 929 SHORTER,EXCEPT AS PROVIDED INI5ANChC46.0124(6). STEEL H,ETES 2. MINIMUM DEPTHS,SHAkI BE:IN, AsbU
Figure#� 405 910 912 920 922 923-4" 923-6" g25 927 Ili Drawn A'atJ Llllt'Date'
J/�/ OR CONCRETE PIERS - .UNDISTURBED SOIL.,
/ MANUFACTURED AND TESTED IN InletSize /:',/' '/:,'/A'1" /,'/.,1" '/:',''/n",i' 2,3' 4" 6' 2',3",4 2",3",4" 2",3",4° B. ADDITIONALERO610N CONTRCLMEASURES NOTSHOWN ON PLANS MAY BE REQUIRED IFSTABILIZATION(SNOT ACHIEVEDWITHIN . MAXIMUM HEIGHT FROM PIPE TO' :
INLET ACCORDANCE WITH AWWA C512 oa5 0-75 0-75 SPECIFIED TIME LIMITS ORIF UNDUE SEDIMENTATION OCCURS. REV LIONS ELEVATION VIEW UNQISTUR,BED.$OIL IS 2Q FEET. - -
PSIG 0-ISO o-tso 0-ISO o-tso 0-150 o-iso 0-150 0-75 0-TO o-75 NO,,RATE pESGRIPTION 4: STEEL PIPE MUST;BE SEAMLESS
N;T,$,,
0-200 0-300 0-300 0-300 0-300 0-300 o_300 0-150 0-150 0-150 OR STRAIGHT-SEAM. SPIRAL WELD
FIGURE ORIFICE WORKING !$NOT PERMITTED. ClyE+rlt
NUMBER DIAMETER PRESSURE CAlNDUST$IES,LLC,AzNmcompany a/32" 313z•' lIE" 3n6•• 3/e" nr• r srls° ,/z" 5ns° �` STD. N
�,�``",. l 8-23-08 WJN Orifice Q S S: .: 0.. . .
1/e" 5/1s• 1/z"
4/?�J -�'+/j DETAIL# REVISED DATE: DRAWN eY. 1/16' 1116" 3132' 7/8" 7/32" 3/8" 11/16" 7/i6" 7I76" 3116" - (�R
•1. t' WATERLINE INLET OUTLET A B WGT 10-150PSI 0 AT��. DETAIL# REVISED "' ��
��yhfC C17 �7F STATESVILLE W18 MAY2010 910 3/32"(2.4mm) e,3oo 33.300 as,z0o a
`✓ 69.1034KPa 5,500 5,500 9,800 22,000 88,000 156,500 626,OOtl 13,300 34,100 13,300 S'o r SANITARY SEWER DATE r�
( ) SIMPLE LEVER AIR RELEASE VALVE GPM ;, CITY OF STATESVILLE 8.,4 MAY2G,G QN STEEL .H,-PILES .� IZ�U Iv�r.
INOUSTRY•AGRiCULTURE %"NPT 3,100 4,700 10,500 1a,7U0 57,200 166,000 565,000 8,800 47,900 8,800
a SCALE: SHEET# 5.13" s.68° IIlbs
/4"NPT 3/II"NPT 10-300 PSI DRawwcNo. REv .t `&( 1
PUBLIC WORKS DEPARTMENT (130mm) (251mm) (3,6 kg) 910-H 1/16"(1.6mn1) 4.z e9 z27ss PUBLIC WORKS DEPARTMENT SCALE: SHEET#
o� .v General Notes ,°NPT (69-2068KPa) FIGURE 910 Eava000-w SCFM ib-7 26.1 59 234.8 417.3 669.4 227.3 6ao = General Notes 323 WALNUT STREET
8.5 12.5 28 50 152.6 448.6 1507.7 58.7 319.5 Sa.7
�$CAUL N.T:S, 1 OF 1 ' 4 6,0) N.T.s. of i , ..
-"'"''- --- - ------ - -- - - Boldface indicates standard construction.SCFM=maximum venting capacity at maximum working pressure. . STATESVILLE, NORTH CAROLINA 28677
h 10--'u', P,' MANH L E I G•AND COVER
WQ,"DIa,HGLEB6PAQE0 P: [phone]
_ �� i _ .I SAW CUT JOINTS OPPOSITE OF EACH OTHER
R=1/2 o.D. 712 PIPE DIA. I 2!3 PIPE DIA - .
PIPE 6:1RREL- TOP OF COVER ▪ 17.4 Outer O MIN. #5 COATED
SECTION THRU TROUGH EXISTING PAVEMENT
OGRE rIGLE Foe L; • 4-1"DIA. `.�i 11
INFLUENT DIP MTH
5'-U" CCRING MacroNF aND -(7<-. GROUT MANHOLE FRAME '^ 6 �(' ` w w w w w w w w BRACE TRENCH AS REQUIRED ANCHOR HOLES V\� VIEWr� f• '�-'
J I`lSTALL FL XIBLE TO THE TOP OF MANHOLE J NEW ASPHALT'SUPERPAVE S9.SB" BY EXISTING SOIL CONDITIONS REBAR TIE -
r _ -- i RUBBER COUPLING, TO MATCH EXISTING PAVEMENT .. 4: ,•, w w w w w w A /{ ,
1 _T 1 (SEE NOTE!/5) '' H /�s��� THICKNESS OR 2.5"MIN. 'I a /,r, - w w w w w �� . '
A A / �l :\•.' //tI��IQr� ■_i LOOSE BACKFILL �..°.'.'.".°.". w w )///l/,�� 1 ���I��
T/4 x 2 GRADE RINGS AS REQUIRED /4 ♦ u / HEAPED UP TO w:I1 w w W� �� I, -!. / ����'''
- STA NLESS SrEc / / I,.Ii. r'r. A4%' 1 + _ �/ ��-yR r�'°`�' �y+y��^y
\'J �/ �I� �/J'S. + . ,1J/ EXISTING U 11 w w w\\/ v _ v ,,� MIN. 6 OV n fir' 9 rt./1d�
Si RAP`HITS 2 •n1' I•t 4. �r '4•I. r- PROMOTE �) T 1 w \\ �_ y,.,
S D ANCHOR DCLTS r*A,,♦��♦r �+•t�1 .'�L♦i�!��L•! r� r .4�^.IrII,' s. STONE GROWTH ION • T 11�-� 1,�= \ / ,A, :. tr
_--BASE SECTI*JrJ II 9 \ / -�\\ 11_'y/\\/\ C ER
secncrJ a"r4m \ AproaM,4,4ir.,�S.:.g0i�. f1": •1'. �R �� . ��� - 1`1 11 /\\/j �,', r� i� �;
CLEAR FRGM • _2 �4 ,r.. .. - ,11 1 //\ OVER REBAR
ELEVATION JaNF(,160VE r--,�I'*-T- 4 �. USE AN APPROVED BITUMINOUS ,� �f �c$;•iY°111 I .IY �+ \
/�. BASE SEALANTAPPLIED TO TOP � ,�.�• 53'►�.-I• r/. 11..,--' /` f 1 --1`1 11 ``/\//\ O :- ♦ BOWOM OF COVER
OR BELGA) -- ., ' ' OF CONE SECTION 04,4 ..�4.;4`ti t„�Ili �•`i„ :• .' _ 1111_1 \ OV RAP NEW •Y T _ // /\ , 112"R T` •a'
�- 'fir f/. • �gyI \/\ ASPHALT AND COMPACTED ':6' 11 11 \/\\ , /
oU TSiDE GiiCP STEPS SHALL BE PACED 'r �. ^I, \ /� E /� _7 ., ..,1� /\\/ / `, 1'. �A
CUT TG !" COMPACTED i01,1I.. 'y W�. 1�-11 /�� BACKFILL ' 'V: 1I1-/\//\/� - .. a• I� /
DIP FOR 20 FEET FI7 , AT 12'ON CENTER AND SHALL CONFORM n ABC STONE .;�'.•*�"r"I�� .,[ '•' �`i1 /��/ STONE I2 MIN. 'l11 '1�//\/\ \ 1 R ,,, -
a"PIP curslcE 6inNHCLE '�- TO NCDOT SPECIFICATIONS 11 1`1 \// .� �111�-�\/ /� / d, a tl - I / -
8 �`I,
D�r,1EtERE • Z 7.,, USE ECCENTRIC CONE ''...., ' 1\//\/\ 11� h//\//� \"60"TYP.� /iii• p - •'d ',��� �/�
DIP /. .:., -....:'.:'.•:'.'..: f..., <.,:.: :: ,1\_1 /\� ,11_I /\�\i J, a/ d a
r \ GRO TALL MPACTED.�: .. .:,..... :.. i / // :.:�.:,,'-.'S i-,\ // i a.:
4• --- 1/2 PPE I.D.-1 - - Vie.'.a ..:•. , U CO .: :,:::.,",:? 111 /\\ 111 / \/\ I, 1 • •L1
_ I�� .\/\\ // \ PLAN / , v •
/ 4
,..„ p a EXTERIOR JOINTS(TYP) BACKFILL -
C` / I
I
a• itle:
: DIP cr,G PIPE M' N wUl :'` 5 Dr Nln rt
STAINLESS STEEL STRAPS AND / ALL JOINTS TO BE TONGUE&GROOVE WI r�:•:4. ,': 1 i \ '. l 4
�. $. .:.......... ... ....peIIES.:..'::;:., .`._'i. 1i1 �\ BRACE TRENCH AB ,:: :. ,:•,,,.?rp&,; 1 �i111-/\//\ .I - a 4 '\��
A.ICHOR 5GLI3 AT ZM1 CENTERS L ± PREFORMED BUTYL RUBBER(MASTIC)GASKET :9 A .. 4 .. . .:�•;:.:yN•" III \/ REQUIRED BY COMPACT SELECT :'+ ... \I\�i // 23-1/2" I I, % .�� - 8 - _____,.___�•
/ MEETING MSHTO M.198,ASTM,C•990 ':'V- ti\\--/C//\ EXISTING SOIL /\ I d ��i I a d '
sroN�eacRrlLL .; .. , .• e ...., ` DETAIL ^
FNC .. .. I 1 /\\, BACKFILL IN 6"LIFTS�T:,r:.:,.:.. ?., _ \'11//\/\ 38" 3" 1" `-
1/4.•X 2" a ✓ :° ;.,...:.',....,..' �- \// CONDITIONS (MA - `\I\ \/ :'G, % e ' a. 'a.
SYGNLESS STEEL .. .• ...:.. `.::`L /,xryx /\\ ARGERITFIAN,') a.:1 i //\\ �iii/ a a '•d G
11 ` i _ � a
41.D.PRECAST MANHOLE 1.` ., mr�. -,+ 1 \\ �' / o - Ar .Q -0 - Q
STRAPl/ITH2 21 :. , \/ . a 4 Water And Sewer Plan
/ DETAIL / / - ,
J
ANCFIOR 6GLls TO MEET REQUIREMENTS OF .'e-. / '-:,.„" / /• -I i F•-4.314" SURFACE TO BE MACHINED 4 - •i d d
F- ASTM C47a,AASHTO M-193 , 4 P. P "F+ \ - °.:./\/\ I 21-5/8" -• a a
-T .. " ri! ALA 1. F ... .,,...... ..... t,T \/ // .r.;..:`: ,`: �' �\// 2z-5/8• .. .�'. 'a - .a 4
.. LLJ OILY. TR Cq$ COIdPACT SELECT /,\ - - -
//// \\\ 0 J R T �, :..::. :„ .. .. .:r,.:.,.,. ...•< : A a'7 /\ O.^,, `a .d e 'a p7w�!Rs��•�9•�r°q#
/ \ �F�KIOR ry$,RSISF BACKFILL LNG LIFTS .:.Op y/'•'." ��\ D `. kx; ,.�/\//� 25-114" �7" - a -� 4 a 4 :,9d e,s+L\..l I��
_ - - I(J1 E RS (MATERIAL NO //`/ 0 -�'`_- % ,\/ eJ a ..
5" RAS FCTI LARGER THAN 1" `'. "•"'` /�\\/ //\/ SURFACE TO BE MACHINED I •- r7412' d Q
.. ,.,,s ':: Miry RF Op ) .;:, \� •4 'd 4 -
\ 23-3/4
R a o a
F
0
1"
4
d
a
d
d
i NOTES: / .. .. �:J a tr. d.
,;f, //'/ j/';•' \\ �\•-:.:...': .. `� MINIMUM WEIGHTS-LBS. _--_- __ d 9
RESHAPE ,.x /i ,�! \ `.,,:.c.':.:."�`. \ �; FRAME-190 ' 1" .Q - a , �? ,
u4vERr ,. h1ANHOLE DESIGN SPECIFICATIONS a, - i% /�:�' \, :•h` ".. °.': /\,' , `1l2' 1 C 1
SECTIOPI A-q SHALLCONFCRMTOLATESTASTMAND ,:-?/ \ /' i \ ` �.1 / rpE COVER-120 22.7/8" 4 a• 4 ,
NCOOT SPECIFICATIONS FOR"PRECAST #* ////•• `7\ '` '\, `�' TOTAL-310 ''d
V / - SEE NOTE#1 O.O PIPE DIAMETER $ SEE NOTE#1 PIPE DIAMETER a CAST IN PLACE
I. PPE FCR VI<_IDE CHOP fiVV,LL eE 35 FJG CONFORMING i0/v`1M SPECIFICAiiUN 03034, ' D
,JI_L- cD.BELL T MA o TR H " r P- N SECT ONSED CONCRETE MANHOLE ,.., „£ I,, ,,,',�'/i 4 NOTES: SEE NOTE#2 /K LESS 24-12" i ,
2 sorTCM QUID ro 8E su`s1leeT BEuO eE_SRIGar,aR s0R ss P+e.BPlcoi of uENO To I THAN14" 12" BEE NOTE#2 /{' LE3BTHAN,4" ,2" 4-3/a° CONCRETE BLOCK REBAR SHOULD
REST D RECTLL ON EX.sT410 :, 1*ra„ 'n .....:yrN - 14 TO 36" 18 I� "
C 50 c�c F•D+ pR0 cFFLUE i To 33-114"
•,,N CHrcaNEL 2. DESIGN SHALL MEET H-20 LOADINGS. /N R`*` T USE PRECAST OPENINGS FOR ALL 14"T03G' 18" -
3. NOTCH BELL GF PVC eROP TO ACCEPT cP SR6Or nS SHORN. " .? fir';%,£^ 1. WHEN IN ROCK OR NONCUSHIONING MATERIAL PLACE A BED OF#57 STONE AT LEAST 6'THICK BELOW MORE THAN 24 24' MORE THAN 24 24'
4. LOCATE STRAPS AT FIFE BELL ANu AKRE SELL OF Do`BEND AS'SHO,N. ADO EXTRA 3. MANHOLE RINGS EXPOSEDABOVE •.yr PIPES.FLEXIBLE CONNECTORS SHALL NOTES:
STRAPS AS NECESSARY 10 HAJJr:^dN MAXIMUM SPACUN OF TEN FEET. GRADE SHALL BE ANCHORED TO THE °;,:..._ MEET THE REQUIREMENTS OF ASTM MIDPOINT OF PIPE FOR TRENCHDEPTH'sUPT016',WHEN TRENCH IS GREATER THANI6'DEEPPLACEAN GENERAL NOTES: SECTIONA-A MIN 30 CE /4500 LB "
5, HOLE IN MANHOL WAL 1 -NO%WIT
CONTINUE 8 MIN, ' '
E L 0 Bc �D_ H A CORING MaCH:m?=.I:aS TALL FLEc.eLE 2UEEER GRADE RINGS ANDIOR ECCENTRIC C923 SPECIFICATIONS.SEE PLANS FOR WHERE NAL ITABLE SOIL IS ENCTONE RED,EXCAVATE HESOIL TS DIREC ED BY THEENi INEE AN OF I2". 1. WHEN IN ROCK OR NON-CUSHIONING MATERIAL PLACEA BED OF#575TONEAT LEAST 6"THICK BELOW
CORE HOL G' 157 \''; 2. WHEREUNSUI7A8LESOIL SENCOUNTERED.EXCAVATETHE SOILASDIRECTED BY THEENGINEER AND ,. TRUE TPATT SHALLD REE ROM PROJEVENNS,SADHOLES,WARP,ND OTHER DEALT NG SHALLBESMOOTN,
s. coBE HeLE sH:au Nor ENTER ccNE secnerR. S'eCTION WITH(2J 1l2"ANCHOR BOLTS. $TC PIPE SIZES AND INVERT ELEVATIONS. MIDPOINT OF PIPE FOR TRENCH DEPTH'S UP TO 16'.WHEN TRENCH IS GREATER THAN 16'DEEP PACE AN TRUE TO PATTERN,AND FREE FROM PROJECTIONS,SAND HOLES,WARP,PND OTHER DEFECTS. G
2. STEP,SHALL EE RELOCATED IF 111E5 CONFLICT WITH NSIEE DROP. 4. CONTRACTOR SHALL SUPPLY h11N NF BACKFILL WITH#57 STONE, ADDITIONAL I"OF CUSHIONING STONE FOR EACH 2'OF DEPTH UP TO A MAXIMUM CUSHIONING DEPTH OF 12". L�1 j1IA/ Al TER TURN
a. n,HOP MANHOLE sH:uL BE REcuREO MHEu GIM,"A"ExcEEUs 24"ExcEPT,vHEN n1E 9" 2. ALL CASTINGS SHALL BE COATED WITH COAL TAR PITCH VARNISH WHILE HOT. PIP��I-JOLD DV If N.
6" A 3, BACKFLL SHALL BE GOMPACTEU T095%STANDARD PROCTOR DENSITY. 2. WHERE UNSUITABLE SOIL IS ENCOUNTERED,EXCAVATE THE SOIL AS DIRECTED BY THE ENGINEER AND 3. ALL COVERS USED FOR SANITARY SEWER STRUCTURES SHALL HAVE'SANITARY SEWER'CAST ON TH M.
INLET PIPE INVERT LIES',WITHIN THE LONER HALF of THE OUTLET PIPE.SEE ncuRE S2.0 FOR CONCRETE COLARS UR FLEXIBLE OF THE CHANNEL DROP THRU - '
srANUAHD rA,vIHOLE. RUBBER BOOTS ON ALL MANHOLE 4. WHEN WORKING WITHIN NCDOT RIGHT-OF-WAYS IT MAY BE REQUIRED TO ADD A ONE(1)INCH ASPHALT E
MANHOLE IS 0.2'MIN AND I.5'MAX BACKFILL WITH#57 STONE. 4, THE IRON USED FOR THESE CASTINGS SHALL CONFORM TO THE SPECIFICATIONS OF THE ASTM DESIGNATION A48 /� �'j�C� �/� ) j� t7rC)L'Ot 1'�S7• Y ;q1
OVERAY OVER ANDAROUND THE CUT AREA TO �� I�TI ICED IN /lRl,.f'1�! YI��RE MINIMAL, COV�I\ I t M✓rtng S*i(�.
INFLUENT AND EFFLUENT PIPES. 3. BACKFILL SHALL BE COMPACTED TO 95%STANDARD PROCTOR DENSITY, FOR CLASS 30 GREY IRON.
_ STANDARD DROP V Te,y DETAIL# REVISED grATe DETAIL# REVISED rtiTe DETAIL# REVISED TAT DETAIL# REVISED
VVSACC MAN TOLE DETAIL ye-":, �� SANITARY SEWER 46 s�'t BANITARYSEWER \pt _ gyfr BANITARYSEWER qa - - r SANITARY SEWERS PR S NT AND TINE PIPE ELEVATION dS DEL®Vl/ THE FLOODPL tI 27�2
VIaTER Af,D SEWER ADTIIGRITY �NN�,,,. UL11 CITY OF STATESVILLE B-4 MAY 2010 ��. --�'_,_ r� CITY OF STATESVILLE B-„ MAY 2010 _ - r� CITY OFSTATESVILLE - saz MAY'2010 ,,:=? ft CITY OF STATESVILLE S-a MAY 2010
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TIC. [DATE: > 4 PUBLIC WORKS DEPARTMENT 4'PRECAST MANHOLE SCALE: SHEET# qo ?�r �iuR1 PUBLIC WORKS DEPARTMENT Trench,Beddin & Trench,Beddin , SCALE: SNEET# Standard Manhole Frame .
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.G.h POST-1 DEVELOPMENT AREA 24" DIAMETER GRAPHIC SCALE
15" DIAMETER #100
SAND FILTER 18" DIAMETER CIRCULAR CHANNEL FLOW
CIRCULAR CHANNEL FLOW —eo 0 go Bo 120 no
385' CIRCULAR CHANNEL FLOW 241'
Projecto. •
Drawing
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9.76 AC ..:, .:
C N = 7 8.7 ( IN FEET ) 2712
�a 1 inch = 60 ft. DWG File Name:
• TC - 5MIN POST
2712-Pre vs Post
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DATE ISSUED FOR REV
•
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
®"° 05/10/19 Second Submittal to NC DOT 2
-•..•'I 09/19/19 Third Submittal to City of Statesville 3
•
11 1I ;' • :.\ : : 12/16/19 Fourth Submittal to City of Statesville 4
•
" • • 2 Fifth Submittal to f Statesville/NC Q 5
• ' /12/20 Subm' City o tes DE
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( IN FEET ) 2712
1 inch = 60 ft. `DWG File Name:
2712 SDA Plan SDA--1 ,