SW3190804_2712 - Pine Forest II Plans Signed_12/19/2019

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
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PREPARED FOR : R. Joe Harris & Associates, Inc.
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Engineering ® Land Surveying e Planning
Management
I 127 Ben Casey Drive,Suite 101,Fort Mill,S.C.29708 P:[phone]
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This drawing shall not be used for construction purposes until the
I seal and signature of the responsible registrant appears on the
drawing,and proper permit forms and related fees are transmitted
323 Walnut by the Owner,Owner's Agent or Contractor to the Authority
having jurisdiction.
tto s v i l l e 9 o rt hCarolinaCorporate Seal Engineer's Seal
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{ Project Manager Drawn
D. Gates I. Bailey
' Department Manager Checked
1
PLAN SHEET INDEX:
P. Murphy P. Murphy
Print/Plot Date
December 16, 2019
COVER COVER SHEET Asbuiit Drawn Asbuilt Date
SP-1 - SP-3 SITE PLAN & SITE PLAN DETAILS -
EC-1 - EC-8 EROSION CONTROL PLANS -
i Client
�_' °" EC-9 - EC-12 EROSION CONTROL DETAILS
is '� x
sue► 0 t► =° n. EC-13 - EC-14 EROSION CONTROL DRAINAGE AREAS THE JOHNSON GROUP INC.
{ GP-1 - GP-4 GRADING PLAN
�tiY GP-5 - GP-6 GRADING PLAN DETAILS
323 WALNUT STREET
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
1 UP-1 - UP-6 SEWER PLANS AND PROFILES
UP-7 WATER LAYOUT . project:
__._----' ---_ .__. ._,__...,._Y w_�, UP-8 - UP-10 WATER PROFILES
UP-11 WATER AND SEWER DETAILS Pine Forest II
I "�� J PRE PRE DEVELOPMENT DRAINAGE AREAS
�� �� � ��: POST POST DEVELOPMENT DRAINAGE AREAS -
ei SDA STORM DRAIN AREAS
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4 0, �Z. J arris c ssociates Inc.
Cover Sheet
SITE l�^/
' Engineering ® Land Surveying • Planning
-; Management
Murdock Rd'
127 Ben Casey Drive,Suite 101,Fort Mill,SC 29708 Phone:[phone]
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Amit
k Y Hill Rd.
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VICINITY MAP - N.T.S. Projecti1o: Drawing �,
2712
•
DWG File Name:
f 2712-Cover
COVER

� DATE ISSUED FOR REV
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*THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON `""` i
COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY,NORTH 7 7 .:.."' , 10/05/18 Initial Submittal to City of Statesville 0
pu CAROLINA DATED 3/18/2008. � / 1•I/16/18 Second Submittal to City of Statesville 1
oc� ? lT 05/10/19 Second Submittal to NC DOT 2
�o 09/19/19 Third Submittal to City of Statesville 3
, \ 12/16/19 Fourth Submittal to City of Statesville 4
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SITE!
0
Project Name: Pine Forest II
• Iredell County, North Carolina °.
Owner: The Johnson Group, INC.
dock Rd'
•
123 Walnut Street `, Mur Am;ty Hill Ra
Statesville, North Carolina 28677
Developer: The Johnson Group, INC.
123 Walnut Street
Statesville, North Carolina 28677 VICINITY MAP - N.T.S.
i
Tax ID: - 4742589712 (JGNC II LLCS)
Deed Book: 2470 Deed Page: 1971 ' 4
Site Acreage: 29.36 Ac (Total Acreage)
0.58 Ac (Area in NC DOT R/W)
Open Space: Required: 2.93 ± °
p P q Ac (10.0/o)
f / Provided: 11.68 ± Ac (39.7%)
% Zoning: R-5MF eaio�
WUODL(W DS NORTH LLC /� V [� NORTH 81
WAGNER
FRANKLIN+LUCRETIAOB 1664,PGRTH / Setbacks/ 1 ards• Front - 25 LF f11:11,/,!':;
1�{tY iAt1tBAUGUESS WILLIAM STEWART MELANIE+ DB 2839,PG 346 PIN#4742683784 / �"
DADB NIE13,PG JUSTENZONING.R-8MF Rear - 25 LF
ANIEL+ 2001OL SMET NACOLEM PIN#4742683876
PIN#4742693213 DB 2549,PG 776 UB 23362 PG 1597 ZONING:RBMF
ZONING:R-8MF PIN*47 R8M1 PINING R-8MF + / I.
I p `, /� CaObelow.ONING:R-8MF ZONING:R-8MF WGDDLAIJD3 NORTH LLC / \ Side - 5 LF No Ca #.a fine Call Center fore you dig
VAROLI KENNETH M - S, DB 1664 PG 1516 A�
- .-. VY.Yi9l
JR+STACEY A :+n PIN#4742686338
. - DB 2470,PG 1760 ZONING:R-8MF f / ��/' -
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ZONING
I / i ' / I - 10 LF (Corner)
ZONING:R-8MF , / Engineer:
WOoOLANDSNORTHLLC I / - E _ Land Use: . Existing - Field
f DB 1664,PG 1$16 / L 1 M
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_____________ ! 41
/ / I I I ZONI N7G.�R-BMF4
- I ROG RS ROBERT A+MICHELE
/
f / II' I c SR000 TA+M WOODLANDS NORTH LLC - ' 2 ; Proposed - 70 Single,Family Residential Lots,
/ 1 I I I 683850
I ZONING2R-BMF I I 516
PIN#474268DB 1664,PG d689 1 59 �! - .
FAB,EL GRANDER W+TRACL I 1 '` W ,`-::`'"''
IMPIN#474J269332AP / ZONING:R-8MF `',
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„, Min. Lot Width: 50 LF
I DB 1887,PG 552 GTE ART JAMESLJR+ ENR pN#4742683943 I °
f f PIN#4742693109 U8232,PG 23fi
r� / DB 2414,PG 2403 / ,
6 I ZONING:R-BMF ZONING:R-8MF I I ° ��:/ Min. Lot Size: 6,000 SF
•
CURTIS BONNIE+KENNET
r---------
_T ZONING:R-8MF
ZONING:R-8MF PIN#4742693023 il
Lots Proposed: 70 Lots (Phase II)
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1. School District: lredell-Statesville School District / ., //' ,r /
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308.014'
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j 52. •'E,.. 761.896' i I I _ _ \ 1 Fire District: Statesville Fire
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ROCHESTER EDWARDC •
oB93E,PG762 I / 34 1 ': \ Road Lengths: Road A - 1,229.58 LF
PIN#474269154F7 1 _I
ZONING:RA i
35 / Heart Pine Lane - 1,406.70 LF R. Joe Harris & Associates Inc.
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38 37 °° BMP#200 ' `I 7
41 40 39 f' ?," o. Road C - 477,30 LF
WIELAND JOCHEN KARL+SABINE A
°°QZe'Y O DB 2221 PG 1412
43 42 _ �!° 33 ' f�� PIN#4742 D32 Road D - 643.41 LF Engineering ® Land Surveying • Planning
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11.000'
44 --1 ' ZONING.RA �----- Management
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45 _.�_. ;,.. , 1' 06, nagem t
127 Ben Case Drive,Suite 101,F ill,S.C.2Y708 P: 803 802-1799
' �_� • • \ �. \ _76°° , i 32 •\'A \ ,\'629;A9.9, SOIL TYPES: Y ( )
`' �� _ Ceb2 -Cecil sandy clay loam, 2 to 6 % slope, moderately eroded b 4.5 15.2%
a
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p0 - 31 .- I • 414.510' Cec2 -Cecil sandy clay loam, 6 to 10 % slopes, moderately eroded b. 8.2 27.9%
OHE ;. -• ' / �06�1 - -_I -1 j 64 II 65 ! lMM oF:• -_ -°� �' -� ` • - Cgc -Cecil-urban land complex, 2 to 10 % slopes b 0.7 2.5% UWW.I" C) haI"V"IS.COi�'1
'd �- • "°�"® _ • A 0 to 2 % slopes, frequently flooded b/d 4.7 16,0%
rs i I I 53 I fi \ G Cha -Chewacla loam,
/ o '� I ION �RRIDOR r �'''�° 1
EDMISTON PHYLLISW ri /p / '/�'/ •. I I �..... I1 ac f-,-� C POWER
NS[\/115� / �\ -` .`h ` Hwc -Hiwassee fine sand loam, 6 to 10 % slopes b 2.1 7.1% t
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DB 96E PG 493 / Y // I I 6$'�UKE.P ° �` y 1�
PIN#4742599620 7 :. I -.. / 1
ZONING:RA ' .�,. / , _ �\ ,\ I sT. , , \ \ \1 EXISTING Hwd -Hlwassee fine sandy loam, 10 to 15 /o slopes b 4.6 15.6% ! This drawing shall not be used for construction purposes until the• • ___� I I I \ STREAM(±.397) %
�""°�" • p / •
I 30 j ` � AC WATER Pcd2 -Pacolet sandy clay loam, 10 to 15 slopes, moderately eroded b 2.3 7.8% seal and signature of the responsible registrant appears on the
• I 22 • o drawing,and proper permit forms and related fees are transmitted
„! Y 'I I I 66 1 I ,� \ 1 ON SITE Pce2 -Pacolet sandy clay loam, '15 to 25 /° slopes, moderately eroded b 2.3 .9% b 1 y the Owner,Owner's Agent or Contractor to the Authority
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- -it \ 54 1 I I I 23 1 '> �, 1 25'STREAM BUFFER having jurisdiction,
i I�'� , I' "`_ 29 /` \ 1�7 Corporate Seal Engineer's Seal
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1 411 I ;I \ 51 I 1 -• I ', I ' •Ti T 28 \ \,\::: •4�\1' 1 ®� �� °OF Ess/��°°o'vq'-wp v,e��°Q�pFEsja�°� '--,�
�� ,` II I - I- I 61 68 ' I �,, 8I �� 1 \, \. \ r� ` : \ ' NOTES: = "Q� 9 = o�0 9�^ S.
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�,,2 2 56 i o I i I I ` ry ) 1. ALL ROADS IN THIS SUBDIVISION ARE HEREBY DECLARED PUBLIC. o o° SEAL - = t� SEAL c�it -
U C THE MAINTENANCE ca;
-� EFEL.ABLE DEV INC I i ;I�� ..•�,o°� C�4168 '� °.� ��. 036836 zoDa 479PG1749 1V. II } ( II ,� 20 \ \ \ OF ALL STREETS/ROADS IN THIS SUBDIVISION SHALL BE THE RESPONSIBILITY OF THE y �i °�♦ ">oPI 4742597535 0 50 I1 • I \ r✓O °o o° ♦ I o� '7•,ING:R-8MF 1 \«e„I\%,_
� I I 69 I I 26 /,• / Et1` \ DEVELOPER AND IT SHALL BE THEIR RESPONSIBILITY TO BRING SUCH STREETS UP TO �• ° ./ry0&S.;^ $* '� - °°b �o
I I ( i 60 I , *' \ . THE STANDARDS OF THE CITY OF STATESVILLE BEFORE ANY STREETS ON FINAL PLATS /pN -e °°°°°° .�
l s�ASS K L. M °I I 1 57 tiI �.._:._. / $,,V;' h-,,,, 1 ,\. . 7 ` ARE ACCEPTED. ''��'�h ,QG ���� ev°°o``
I I I I 1 I I 11 26 ^"� // 19 ( � �\ rnasef s� rren�►
IIV I 70 P#100
46 � I 47 49 1 I I 59 irj
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! ' 58 _ - 9+s9 �` �° 18 i ) Project Manager Drawn
�-``= i-=� II -- ` -6+0 +-- + 'F--* _" 1 \ PROPERTY Number Area Number Area D. Gates
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- s+9s t-` _ �62 BOUNDARY
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`''Nlo J I ... -1 - - - _' I Department Manager Checked
I co 99 -INZ COTTON FIELD _. -o _- - _ 23165��
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Z,9fi ,e.aB£ ,- � (/'�' I. 8068 14 Sq. Ft 36 7200 00 Sq. Ft Murphy
00 �a , - -I ,,e 06%0 P gu �ICWW _ irk 1 I ( 16 P. IVI p
3 7200.00 00 00 Sq. Ft 37 7200 00 sq. Ft P Murphy ur by
__
--._ 2 72 Print/Plot ate
!:.;2r .3� O _ 1T j 14 \ Sq. Ft 38 7200.00 Sq. Ft,
- ' 13 4 7200.00 Sq. Ft. 39 7200.00 Sq. Ft, December 16, 2019
_ _....._ ___.. T 10 ' � PROP. LOCAL STUDY 10
11 I 0 YR FLOO HAZARD LINE WITH PROPOSED TOPO 5 7598.44 S Ft. 40 7200.00 S Ft.2
Asbullt Drawn Asbuilt Date
7 8 g \ �i li q q
.\ 6 7200.00 Sq. Ft. 41 7200.00 Sq. Ft.
TOLBERT MARY E i 1 3 4 6 I \ / I --
DezaB4,PG19o9 \ / EX. LOCAL STUDY 100-YR LF oOD HAZARD LINE WITH EXISTING TOPO 7 7200.00 Sq. Ft. 42 7200.00 Sq. Ft. Client
PIZONING9,68 I \ I ' 8 7200.00 Sq. Ft. 43 7200.00 Sq. Ft.
I -I I 14460 ` / /� 9 7200.00 Sq. Ft. 44 8042.39 Sq. Ft, 1The Johnson Group, Inc.
306767' /`, ,.. ... N-9,13 53.10-NL p
605.781'. -- V"N9a: - -- . �- 10 7200.00 Sq. Ft. 45 8312.84 Sq. Ft. STREET11 7800.00 Sq. Ft. 6 323 WALNUT
q 4 8558.13 Sq. Ft. STATESVILLE, NORTH CAROLINA 28677
N6°26'03.24"W
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12 10083.27 Sq. Ft. 47 8051.71 Sq. Ft. P: [phone]
BEAVER VERA TROUTMAN
g_ DB,625,PG,00 13 7151.21 Sq. Ft. 48 7613.48 Sq. Ft.
PIN#4742582253
ZONING:RA
TOLBERT CARL P+MARYE 14 6'92.00 Sq. Ft. 49 7200.00�� Sq. Ft. I 1
ISTOVER RANDALL 93105 TALIE DB 2287,PG 2246 15 7027,53,Jq,'Ft. 50 12090.44 Sq. Ft.
DB 1177,PG 83 PIN#4742580947
PIN#474259310J I ZONING:RA I ' Project:ZONING RA I 16 8278.43 Sq, Ft. 51 12316.54 Sq. Ft.
I
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17 7672.62 Sq. Ft. 52 9696.57 Sq. Ft. • Pine ForestMIN 50'@ SETBACK 18 7473.43 Sq. Ft. 53 6850.57 Sq. Ft. 1 II
19 7492.78 Sq. Ft. 54 6481.14 Sq. Ft. - I
20 7146.32 Sq. Ft. 55 7200.00 Sq. Ft.
r 25'REAR YARD 25'REAR YARD 21 12784.21 Sq. Ft. 56 7200.00 Sq• Ft.
SETBACK(TYP.) SETBACK(TYP.)
1- - - - - -,• • - - 22 12893.48 Sq. Ft. 57 7200.00 Sq. Ft.
o Drawing Title:
•
�I }la 23 13921.27 Sq, Ft. 58 7802.40 Sq. Ft,
oI z Y ei m I� 120'
24 11577.50 Sq. Ft. 59 7679.16 Sq. Ft.
�U $ .,. Overall Site [plan
GRAPHIC SCALE ° '� '° 25 12155.34 Sq. Ft. 60 7200.00 Sq. Ft.
-ice kI to
I_ 26 7735.82 Sq. Ft. 61 7200.00 Sq. Ft.
-100 0 50 100 200 400 - - -- - � -- - IN
27 7200.00 Sq. Ft. 62 7200.00 Sq. Ft. -
SETBACK(TYP.) h t- SETBACK OT- - J(TYP.)
_ 28 7200.00 Sq. Ft. 63 6601.14 Sq. Ft.
( IN FEET ) RIGHT OF WAY -
29 7200.00 Sq. Ft. 64 6852.73 Sq. Ft.
1 inch F 100 ft. •
30 6840.06 Sq. Ft. 65 6853.73 Sq. Ft.
PUBLIC ROAD 31 8904.15 Sq, Ft. 66 6598.86 Sq. Ft.
32 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: •
i Project No, Dr twiNo,.t0 N
34
1. PAVEMENT WITHIN NCDOT R/W TO BE A MIN OF 3"OF S9.5C SUPER PAVE SETBACKS 7994.82 Sq. Ft. 69 7200.00 Sq. Ft.
2. EIGHT(8") INCHES OF ABC STONE TO BE UTILIZED WITHIN NCDOT R/W 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

SSMH 10 DATE ISSUED FOR REV
RIM: 817.37
P.u0 �h /N I/ OUT: 810.32 f 10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville i
I \ i o� 05/10/19 Second Submittal to NC DOT
1 BMP MAINTENANCE AND 5� 4�•`
1-::,, .,,�' v� 09/19/19 Third Submittal to City of Statesville
ACCESS EASEMENT \ !�3a 5g
-1 I ^a
12/16/19 Fourth Submittal to City of Statesville
, ( . , ---
�' TIC C� I. FOREST I ° SITES I
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_S8°00'52.85'E LL!
`� ;� Amity Hill Rd
76 _ .`\ \
/ �l _
20'S.D.E,
i58°C}0'52.85"E
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..... ._ 58. oI --122.00�
60A0' N 6 � � � - �
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l , 0.000'
60.00' i �� JJ, ~
I o 60.60' _ -- , o// 1i ' �\ / VICINITY IVI//�P - N.T.S.
� COS PROPERTY LINE 60.00' -_____ ----� �;/ Ni
34 I \
D C I 1.44 AC. •
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1 ! 60.60' I I �� 7995 SF •
60,00' I I
I
I 35 L \ / \ \ I LOT# LOT AREA LOT WIDTH PAD DIM' PAD TYPE
5.0'SIDEWALK 49.63' I 36 I r r� �� a •I @ R�UIj
38 I 7200 SF ` �.' o ��' �0c,; 1 8068.14 Sq. Ft. 60.00' 52'X 70' TDS=3.07'
I 29°,, _ r
- SF \ i 12 \ Jli
I1 7200 SF / \ QI�P #2Q0 •i 40 7200 SF i�ti / '^ �� 3 7200.00 Sq. Ft. 60.00' 50'X 70' TDS=2.76'
il 0 41 o i 1 I 1 - pp4 4,�r1 • / / / 33 PROP. LO�AL STUD 100-YR FLOOD HAZARD LINE WITH PROPOSED TOPO \ \
I o \ I I 1 42 1 7200 SF 7200 SF I 10.0'G.U.E. I �- _ co
/ tix /�, a ` ` 4 7200.00 Sq. Ft. 60.00' S0'X 70' TDS=1.31'
43 I 1 I -._-._ _\ I 5.0'PLANTING r� o / '� / \ 7995 SF / 1 I I
44 S r 7200 SF I _ 0 1 \ 1 5 7598.44Sq. Ft. 57.67' 50 X69 TDS=0.77
\ I 7200 SF I 1 I I L r_ "J STRIP_ 51.6a' r -�251 yti/ ^ I 6 7200.00 S Ft. 60.00' 50'X 70' TDS=0.96'
' I 45 � 8042 SF 1 _ --- 5.0'SIDEWALK so.o�_..- / �\ I q' =
\ I I i I " ___.. 60.00' / EX. LOCAL STU'Y 100-YR FLOOD HAZARD LINE WITH EXISTING TOPO - ,� 1 I \ 7 7200.00 Sq. Ft. 60.00' 50'X 70' TDS-0,96'
i ' 8313 SF \ 1 L - - _
6J o 11+0i� o 1. \ 8 7200.00 Sq. Ft. 60.00' 50'X 70' TDS=0.96' :;
I 32
6 10+00coS
N ► _ -I \ 8398 SF �( \ 9 7200.00 Sq.Ft 60.00' 50'X 70' TDS 0.96'
i /i \ v M -^ -- 60.00. e.' •o }--- ..ti,"' �9°9 / 8.48 AC. • ./O \ 10 7200.00 Sq. Ft. 60.00' 50'X 70' TDS=0.96' {� $}, q�®
y / to _._. ..........-- ,-..- . - j'Q �b i • •�wm. . - I 1 I I what's below.
! / 3q.02 �21.1� 766+0:000'
_ " ?s - �� \ A / 1 /800.Q0 Sq. Ft 65 00 55 X 70 TDS 1 14
3 // \ 11
/ a 411
7+00 �__ _ ~ 2 1 �j N °ry • 12 10083.27 Sq. Ft. 69.43' •
S6'X 7O' SLAB N�Y�C' °E°�one-call Center �3ii ®[8 ill .
- ! i / a iI- 5 1o5.ao' S I I 31 - `° ._..." \ ? 13 7151.21 Sq. Ft. 44.50' 44'X 71' TDS= 1.62'25 Et, �, S�rn 1 1 -� 1
� � --� '- ,S �• \ " 105.00' .._,�_ N C :48 6292. i Eis Ibd�,m3':"'- 1I� 8904 SF --" •- 00Sq. Ft. 52.00' 42'X71' TDSi
:5161''
•
' '`°- 5 /027 53 S Ft 48 06' 42'X 70' TDS 35'5kp / ._.,.-,..____---------`-'- �.--- 2 , s. �"" 5' � N BMP MAINTENANCE AND � � 6 8278.43 Sq. Ft. 45.50 42 X 76 TDS 19 :
` __._----------"- -- ----`�- 105.00 � � � i � m 6$54 SF � v � _-..--..- --`- 1552a` ,,.,"' ACCESSEASEMENT •�= � I11Ip / - _.- O `� 64 � I � � � � 7 7672.62 Sq. Ft. 45.50 42 X 70 TDS 45Y F I 25'NO DISTURBANCE BUFFERI / ^hp�p,11 ^- _ . NI I II I 6853 SF I 110©- I \ ' 7473.43 Sq. Ft: 45.50' 42 X 70' TDS '�
¢' 'lro I I I 53 ' 10 I °E \ ' 19 7492.78 Sq. Ft. 45.50' 42'X 70' TDS= 0.15'
•
,, PROPOSED MAILBOX I N •I:5 �� �r i/' KIOSK LOCATION r 6851 SF 1 TLooO' , I : ",
OWER TSMIS ON CORRIDOR 20 7146.32 Sq. Ft. 66.12' 43'X 70' SLAB
/ ,
i m _ 0 °I COS
POWER TRANSMISSION TOWER -
21 12784.'21 Sq. Ft. 41.81' 52'X 72' SLAB j
j i / 2.0 VALLEY I _ 120.00 L I • .
//LLFl , C&G COS 1 1 �--- 1 0,37 AC. .�- a,E 1 • 07.61' • / - - • 22 12893.48 Sq.Ft. 44.36' S5'X 68' SLAB '
0.72 AC. 1 , II
'i �'y 1 \ 3 139 .27Sq. t. .!�HEI °� - °,E I 20'VALLEY ., 2•
24 11577.50 Sq. Ft. 70.79 42 X 69 TD79
i _- o ... .- 12o.0a - - / �yo \ 25 12155.34 Sq. Ft. 180.03' 45'X 70' TDS=2.96/ POWERTRANSMISSION TOWER \ --- ` �N, - R. Joe I Iarris & Associates, Inc26 7735.82S Ft. 4987 49 X70 TDS-248v 20'VALLEY ------- f � q•,-�, I r / �' 1 C&G - \ _ "- 1za00 i I I 30 22 27 7200.00 Sq. Ft. 60.00' 50'X 70' TDS=2.66' Y
/ "" l �...® •- \ I I g I I 6g40 rvF I I 23 \ \ 12893 SF l '9, 28 7200.00 Sq. Ft. 60.00' S0'X 70' TDS=0.64' Engineering ® Laid Surveying Planning
'' �- "` 25'NO DISTURBANCE BUFFER 1gelaairnsamomemit. 1zo�ta
�- _ r . 50' ` " , 1 66 , I - 13921 SF a, \ 91. Management
•
I I I I 1 >� 29 7200.00 Sq. Ft 60.00' 50 X 70 SLAB
„E NSMISSION CORRIDOR •`2o.0a - I 26' 63 1 1 6599 S F .,.\ -` 8 �, 7 Be y Drive, e 1 Fort 30 6840 06 Sq. Ft. 57 00 45'X 70 SLAB
OW ° - ,1 f n Case D've Suit O1 E Mill,S C 29708 P [phone]
i 68'DUKE-P I I o I I I 6601 SF I I \ 1 1 -� 1 \ \ 31 8904.15 S Ft. 42.71 43 X 70' TDS=1.41 1�
• 210.91 ° o , I I _- T2UU0' -- 3. -120 0 N.f 0 �\ \ ^ry/ q 32 8397 54 Sq. Ft 52 50' 42'X 65' TDS=0 74'
I I, I• I _ II 11 6481 SF I I 54 o I1 1 I .,: L.L. 9 0 \` / 33 7994.82 Sq. Ft. 48.12' 45'X 70' TDS=0.79'
I -- /
--
\\
�_ I I I o I I I Is3y4 `\ --- --�. 21 34 7994.82 Sq. Ft. 48:13' 45'X 70' SLAB • fly°l_��y]i. i��
° -- O 52\ \ / - �' - • ��" 120.00- \
\
I o 0 7200 SF \ / . 44.36 f '` 12784 SF 1 1 OH wsjoe■ ■arIAIs co 9 0
\ r I `\ 35 9157.69 Sq. Ft. 94,41 5S X 69 SLAB
1 \ 9697 SF - i , I �O.00 - I .� , o I 67 m h I I 1 \ ���� �' , . \ 36 7200.00 Sq. Ft. 60.00' so'X 70' TDS=1.70'
I / / 1 , -- �; I I 1 62 1 I 7200 SF I I - is /. �� \ I 37 7200.00 Sq. Ft. 60.00' 50'X 70' TDS=1.70'
\ zoo i o I I I I _ / a
\ 1 1Q o I 1 $ I 1 7200 SF I I ® 1 _ 120.0°- 1 24 �� �. 38 7200.00 Sq. Ft. 60.00 50 X 70 TDS=1.66 This drawing shall not be used for construction purposes until the
N G.'2. Nw / / I 55 �I I \ �- 120 ,� I 11578 SF =31 ' 39 7200.00 Sq. Ft. 60.00' 50'X 70' TDS=1.27' seal and signature of the responsible registrant appears on the
_ P �- 1 I I I _ N I 1 1 -- -12Q00'
M I \ - 51 1 I 7200 SF \ I I Q. - I 1 I •1 I ' + 1 40 7200.00 Sq. Ft. 60.00' 50'X 70' TDS=0.96' drawing,and proper permit forms and related fees are transmitted
1 f. l-- I 1 28 R
I o I 12317 SF I I I I I o I I \ �I k3S 41 7200.00 S Ft. 60.00' S0'X 70' TDS=0.95' by the Owner,Owner's Agent or Contractor to the Authority
I \ J i n • 1zo-°°- \ I I I Io BMP MAINTENANCE AND q
\ X
I \ 1-- 7200 SF I •` � `\ having jurisdiction.
I \ �_ --" -rzo oo' 68 ` o ACCESS EASE ENT 42 7200.00 S Ft. 60.00' 50'X 70' TDS=0.95'
\ -- ✓ -_ - 1 O I o I 1 1 \ 1 O /^� `2p ` qCorporate Seal Engineer's Seal
o 7200 S F _ (p N ,. 43 7200.00 Sq. Ft. 60.00' 50 X 70' TDS=0.95 €t
I \ \ ��' , �,+-" '�•'J 1 I I I \ t O I 61 \ 1 f - -'-_.• '-__+' -�\ ,LV 6t�I, `�w R• \\ 1 \,.\ •
1 I 1 ;
I •� o, \ 195a0 o I I 1 50' ` 4 13z. y �.[ /y \� 44 8042.39Sq. Ft. 55.15' 50 X68 TDS=0.67 °1°tt4tsutt��s� :III"
aiit����I I I I I o 1 7200 SF I J 1 ood_ -I z r.2 °° o �i�2 t2 lr06 $ `' °�0' _ 45 83512.814 S Ft 52.54' S0'X 69TDS=0.75' e� �HCARP ��i �° �[CA R�/�/iq i1 _ , �,.`°��°°•°°°°°°°OO A'i'. .``®e pO1 ea°O°. Y O,'®P�. IoIIII I _ -- 120 ao 26' ��o•SO1 ' �'` 468558.13S Ft: 63.9552 X70TDS-3.00I2� I 7200 SF , __ - - I I II - 20 -. q' �' �F�ss/oN° -y o '�' os/o y ;ll
o � � i / . 2. "'o Q 1 50 1I , I r ' I o 27 / 7146 SF \ •_� I oI o I 1 / 48 7613.42 Sq. Ft. 68.88' 50'X 70' TDS=1.45' o SEAL o ° SEAL1 � `�" `�� 12090 SF I I111ao oo'- ---t I o-- I 7200 SF 25 r �o::_\s‘ ;
` " i I I L - I69I I I° ! 12155 SF C, / \ 49 7200.00Sq. Ft. 60.00' 50'X 70' SLAB o� C-4168 �,< -cj- o036836 .2.
o'_ �20,00---- -`I I I I b I I - 1 / o --1--
co.' h " F J r.p°° �"�e
I L£'85,+6 d _ 1 I , 7200 SF 1 1 o� / 1 50 12090.44 S Ft. 47.73 43 X 80 SLAB F` F `�e d
0 67 50' _- "_ - IV?. i �- ryo �. 22.0 1 s °, ♦ °;° °Q
i $ III
L 1 III I 1 60 N - I 1 II / / �Q• d �h/ \_1 q 'may °o�/NG&Sv ° i` �,09� °°°°°°° °° �os o 57.6T 60.00' I $ 7200 SF 1 ! �12ooa /` „ pry a' / °� -� 51 12316.54Sq. Ft. 49.19 43 X80 SLAB rs�����s SOG\P� t o��i �C,K �v�`��e
64.49' QI 57 I I I i Im i- 1zo 00- j (` 1 �/ /o° / o �' 52 9696.57 Sq. Ft. 75.05 42 X 60 SLAB i��� cQCA5 e1°°� " ��istt °°°°°/ Unn�as° _ tiS itnatt►I 10'X 70'NCDOT SIGHT I I 7200 SF I I - -` ' / �,6°/ �Xo / / 19 53 6850.57 Sq. Ft. 42.50' 42'X 70' SLAB _,., .
- (
DISTANCE TRIANG4E - 1 I I I s \
I- \
I I I I ^ J 7493 SF / 54 6481.14 Sq. Ft. 54.00' 44 X 70 SLAB
1 I1 1 � I 2 6 � .� l� I I
-- 1 m J o T r- 120-00.- - - I I 1` I 7736 SF °!
2.5'STANDARD \ 'S•� o / 55 7200,00 Sq. Ft. 60.00 50 X 7Q SLAB pro ect Mana er Drawn
120 00" o�, ;L� h
p C&G WITHIN NCDOTli/W \ I \ 70 \ \ \ 1 I - �,- 9,3 ° 56 7200.00 S Ft. 60.00' 50'X 70' SLABrY I TO BE TAPERED .T LNDE o -� I? _ rn / / / \r • q• ®. gatesC. BrOWn
i a o T 11 49 ' r- I 7679 SF o I 11.95 .. ?� i /
1 1 i - I I 59 1 >$ I 4, I 5' _,_L o \ 57 7200.00 Sq. Ft. 60.00 50 X 70 SLAB
I 46 c I o 47 0 48 Q ' N �° I c/ �, ��60� _ 105.00' o ♦ / / 58 7802.40 S Ft. 50.42' 50'X 70' TDS=0.56' Department Manager Checked
I 43 N 7200 SF I I` 7679 SF + `C
7 8558 SF 8052 SF 7613 SF I I 58 1 I I I 5.00 _--- r4o 23 0 10+ �6� •. 0. 18 ~ 59 7679.16 Sq. Ft. 49.40' 49'X 70' TDS=2.65' P. Murphy P. Murphy
10
il I 7
' I I 7802 SF �O' - - -- ,ti`' �,,2 9+0, .----.--1-. �° �1::.".• �\ 7473 SF 60 7200.00 Sq. Ft. 60.00' so'x 70' SLAB Print/Plot Date
rr 1 I I '� /
f ' I i _._ -_`i I I , I .0 6Q<C �- 105.00 r �r S /
C. __._ ' h - '---
_ ��___ ti z - +oo __� -1 .. / �0 61 7200.00 sq. Ft. 60.00' so'x 70' SLAB December 16, 2019
�, I
- 1 - � 7+00 / 62 7200.00 Sq. Ft. 60.00 50 X 70 SLAB Asba�ilt!?raven Abailt Date
4O\ - 105.00' � - -� \
I �_...._ _ O .�._ _-.... _____ .__..___ �„ .`' .. ryh ___ ---- ,--________ �"' 27.61 .�.-- \ `� 63 6601.14 S Ft. 55.02' 45'X 70' SLAB _ _
I; �� - _c�p� `\ N�d?� -_�, - so.00' �., 6+00 it I---- ----
63 R,2 Q 5z.00' / \ /
.95' 'p 25/ I \ Sg �` 52.50' 41.96' N 26.92 1 7 =t== / d • 64 6852 86 Sq.Ft 42.50' 42'X 70 TDS3 10
- i_ 5+00 o I mac, -
c� o o - -�,_, � N ,_- o�. 65 6852.86 Sq. Ft. 42.52 42 X 70 TDS=0.23 Client
d �� �'` ' �� ��t.-P ��°' r o 2 1 1 7673 SF / q
` + 0 -.-----__ 3• 66 6598.86 S Ft. 54.98' 45'X 70' SLAB
1 ��
2S .. 69.43' e �. -- 1 2.0'VALLEY
o ' 0 � 1+00 0- 2+00 �i9900 =0--
- -I-- 5� PUBLIC RAN �j ... 65 _- I I C&G 16 BMP #100 The JC7I1115®n �.-r4"®U Inc.
I ` 67 7200.00 Sq. Ft. 60.00' 50'X 70' SLAB
60,00'
I I I - HT {- Ir6'LZ= 5 - •
I
®60.00' 68 7200.00 Sq.Ft. 60.00' S0'X 70' TDS=0.3T
_ - -- - 8278 SF '
_ 60.00 _. .- t- " I ++ 14 a 1 15 \ �� • 69 7200.00 Sq. Ft. 60.00' 50'X 70' TDS=2.63' 323WALNUT STREET W
�� ��- so.00' 60Uo' -_- , 5.0'PLANTING o T 13 1 7028 �F ` \ �� lam/ 70 7679.16Sq.Ft. 49.40' 49'X70' SLAB STATESVILLE, NORTH CAROLINA 28677
Q /�. STRIP \ \I 6292 SF
�e _ _ 22.66' r I I I -
60.00' 60.00' 60.00' 60.00' '.05' 30.54 _ - I o 7151 SF
!Q -- - -_ __ _ _�___ _ -- _ _ ---- 1 r 1 r 5.0'SIDEWALK I o 12 o Io ` ` / - P' [phone]
__ _ I 11 1 I
I 10083 SF of \ /
_ 2.5'STANDARC 2.0'VALLEY 1 O __... - \ ��
r -- 10.0'G.U.E.GUE _ I I I I 9 7200 SF I 7s00 SF I --- --- 9� �
C&G WITHIN NC OT R/W C&G 1 1 b 8 / Project:
(TO BE TAPER AT ENDS) 1 I 7 g 7200 SF I 7200 SF I I 1 I 57.25' BMP MAINTENANCE AND
f 6 7200 SF I \ _ - 5200 67.54' ACCESS EASEMENT /,/
I 1 Q 2 0 3 g 4 0 5 t 1 7200 SF ` 1 I I _ \ - I 59.50' Pine Forest �1
\ I -` •
8068 SF r 7200 SF r 7200 SF 7200 SF 7598 SF I 1 I _ - --- 64.43' DEAD END
II 1 I - -`- 65.00' PAD WIDTH SUMMARY.
I - BARRICADE PROPERTY LINE /
1 - _ 60.OU' I o 9� r \`� GULLY TOP
I 60.00' oo / - 42' LOTS - 12 UNITS
-`" so.00' y \ / - 43' LOTS - 5 UNITS
10'x 70'NCDOT SI HT / .....- - 44' LOTS - 2 UNITS
DISTANCE TRIANG E 60.00' 60.00' t / _� \ ._-- , _ Drawing Title:•
r I
' , 74.4T 60.00' 60.00' 60.00' 25.93' 42.96 _,
COS N9°13'53.10 W 45 LOTS 6 UNITS
-` \- .---- - 50' LOTS - 34 UNITS
0.67 AC. N9�22'S565' �``- - - - 49' LOTS - 3 UNITS
EX. ROAD 605.781' .. _ - I I�
52' LOTS 4 UNITS
N6°28'03.24"w \---
- ' - .,55 LOTS 3 UNITSIEX. EDGE OF PAVEMENTIGULLY TOP 56' LOTS 1 UNITS
1 1 GULLY CENTER
GRAPHIC SCALE
-50 0 25 50 100 200
I low ' , `. Project No. Drawing No
..s 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 R/W DWG File Name:
3. 2'-6"CURB AND GUTTER WITHIN THE NCDOT R/W. CURB TO BE TAPERED AT ENDS.
...--_._
2712 Site Plan

CONTRACTION
JOINTV� 5'
_5'TYPICAL ' TYPICAL PICAL
SEE PLANS
W
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EXPANSION y w w
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2" I
118.11�1/4" TOOLED EDGE TOOLED EDGE
118" RADIUS 1/4" 1/8' RADIUS r 11
'k
a
:a
118^ -
PLACE SEALANT 112'' EXPANSION
IN SAW CUT MATERIAL
CONTRACTION JOINTS EXPANSION JOINT EDGE
SECTION VIEW
NOTE;
i
1. INSTALL 1/2" EXPANSION JOINTS AT 50' O,C, AND WHERE WALKS ABUT OTHER WALKS, OR
OTHER CONSTRUCTION. SCORE WALK TO A DEPTH OF Dl4 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.
DETAIL # REVISED
, * CITY OF T i► I L L STREET ST-9 MAY 2010
INpU(RY•AGRtCUaIU�AE
PUBLIC WORKS DEPARTMENT SCALE: SHEET #
L _ Concrete Sidewalk
v.,...., N.T.S. 1 OF 1
CAS
x.
RIA
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OPTIONAL CUL-DE-SAC
g
DETAIL #
REVISED
q,'►`k
CITY OF STATESVILLE
STREET
ST-2
MAY2010
INI(USIRY•AGRIGU4IURE
e�ll
SCALE:
SHEET #
r
o
PUBLIC WORKS DEPARTMENT
�5id�nti
CP. O
,R
�, ul- a -Sac
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
NOTTHERE ISOMETRIC VIEW
2. ALL HANDICAP ACCESS RAMPS SHALL BE
INSTALLED AS PER A.D.A. SPECIFICATIONS.
3. NO SLOPE ON THE WHEELCHAIR RAMP
SHALL EXCEED 1712" (12:1) IN
RELATIONSHIP TO THE GRADE OF THE
STREET. CURB AND GUTTER SEE PLANS
BEYOND
PAVEMENT -\ I SIDEWALK
12:1 MAX SLOPE
CURB
i
SECTION A -A I
SATs DETAIL # REVISED
ITS T T SVILL STREET ST-10
,
' 4ND ( +�GRiC t1UAE. : US RYA U
PUBLIC WORKS DEPARTMENT Accessible Curb -Cut SCALE. SHEET #
N.T.S. 1 OF 1
25" RADIUS
1/21.11
4"Y4
6"
24"
24" CURB & CUTTER SECTION
JOINT SEALER JOINT SEALER
R 118 R 118
Q a
q d e.. a A d';
q. d• C d.' q d A d
d d Q•' V 4 4 T
e 1
a e
d :. d' a 112 A.. d'
a. JOINT FILLER Q. a
TRANSVERSE EXPANSION JOINT CONTRACTION JOINT
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS UNLESS A CURBING MACHINE IS USED, THEN 16 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.
6. 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 NCDOT STANDARD #846.01.
DETAIL # REVISED
-{ CITY OF STATESVILLE STREET C]
t WUSIRY•AGRICUtIURE
Curb & Cutter Section SCALE: SHEET#
CA Q" N.T.S. 1 OF 1
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NOTES;
1, CURB SHALL BE DEPRESSED AT DESIGNATED
AREAS 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"l12" (12:1) IN RELATIONSHIP TO THE
GRADE OF THE STREET.
CURB AND GUTTER
BEYOND SEE PLANS
PAVEMENT I SIDEWALK S E K
d d
=1 I l=1 I I I I I -Lit 12:1 MAXSLOPE
L
CURB
SECTION A -A
;do's DETAIL # REVISED
ROADWAYS
j ITS T T ILL ST-11
FtULfS(RY•AGRiBUtIURE '
Accessible Curb -Cut at '� ` • '�`' PUBLIC WORKS DEPARTMENT
s
SCALE: SHEET #
' Chi Intersection !N.T.S. 1 OF 1
® -° R1 I-10' 0" VARIES I
.� UTILITY --5'-0"--6'-0"--- C
m�ti ESMT. (MIN. 6") PLANTING B
- STRIP
l�J VARIES WITH
{ STREET TYPE SEE NOTE 5
12 12 12 SEE NOTE 4
w I 1/2� � 1/4 112' 1/41--
0 ' I =1 I_ I -1 1-11 I -1
Cft,I, E NOTE 3 '�- TFE 111 IIItjI
M
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a 1 ALL CONCRETE SHALL BE 3000 PSI
2 CURB SHALL BE TAPERED TO FINISH FLUSH WITH SIDEWALK.
3. CONCRETE DRIVEWAY APRONS SIDEWALKS WHEN
° CROSSING DRIVEWAYS), AND CONCRETE DRIVEWAY TIE-INS
A., SHALL .BE6 THICK, MINIMUM.
a
4. RESIDENTIAL DRIVEWAY TO BE 13' MIN TO 24' MAX IN WIDTH.
' 5. BEGINNING RADIUS SHALL NOT ENCROACH ON ADJACENT
e ' PROPERTIES BASED ON A PROJECTION OF PROPERTY LINE
g FROM THE RIGHT-OF-WAY TO THE CURB LINE.
CONCRETE SIDEWALK
5' TYPICAL 2,5' 25` 6"
m
PLACE 1/2" EXR JOINT HERE WHEN
CROSSING EXISTING CONCRETE DRIVES Q
THICKNESS = 6" 12 DIW LL
RAMP
PAVEMENT
d AA
COMPACTED BACKFILL �V : -.� ' • a . .; " •: .. d• , 4
DRIVEWAY BY OTHERSf----`-TI1�� -_ -I 1=_I_I I-
WIMAX. RECOMMENDED GRADE -' 7- r;- ( , I I1�=1 =1 � L
11�- I J I-T I Ivl I
PLACE 1)2" EXP, JOINT HERE WHEN 6" MIN. THICKNESS
CROSSING EXISTING CONCRETE DRIVES
SECTION A -A
gTAif DETAIL REVISED
STREET
F TTE ILLE ST-8 DEC2010
tNDUSIRY•AGRICUEIURE -
^ ` PUBLIC WORKS DEPARTMENTResidential Driveway Celt SCALE: SHEET #
7=,�• °��•�C) N.T.S. 1 OF 1
VARIES 10'-01,
a UTILITY
PLANTING (MIN. 6") ESMT.
STRIP
1/2 12
1412
1/2� 1
11I-1I -
III. 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
55
26'
30
611
ONE (1) SIDE OF
2
99) DWELLINGS
STREET
3
LOCAL (10-24)
50,
22
26
6
ONE (1) SIDE OF
DWELLINGS
STREET
4
rMll (1-9)
50NOR
20'
24'
6"
ONE (1) SIDE OF
ELLINGS
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 S9.513 BITUMINOUS CONCRETE BINDER COURSE
r
5, ONE INCH (1") SUPER PAVE SF9.5A BITUMINOUS CONCRETE SURFACE 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.
0
(�
10: Or:; ,IAAX,:
3 fi MIN,
DATE
ISSUED FOR
REV
'10/05/18
Initial Submittal to City of Statesville
0
'1 1/16/18
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
7
_
1/16/1 J
Fourth Submittal to ..It of Statesville
r1
1
Engineering - Land Surveying - Planning
Management
127 Ben Casey Drive, Suite101, Fort Mill, S.C. 29708 P: [phone]
ww.rjoeharris.co
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
`Oo��,It111UP�,'1 01111111
,
H CA/?0 ®e,��N CAROB
® odoeoea... V e s
�FESS/(J ° o%y `i q; ®OFESS%y9/�/9,,
rt
SEAL z%cJe 2 oW SEAL e ..
T S C-4168 e° > . t`� 036836 ze
` ee
Project Manager Drawn
D. Gates C. Brown
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Date
December 16, 2019
Asbuilt Drawn Asbuilt Date
Client
THE JOHNSON GFZOUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: 704 996-5978
Project:
Pine Forest II
Drawing Title:
Site iar Details
Project No, Drawing No.
2712
DWG File Name:
2712-Site Plan

G NERAL NOTES: EROSION CONTROL
CONSTRUCTION SEQUENCE .
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. / �_W ..
2. SET AN ON -SITE PRECONSTRUCTION CONFERENCE WITH IREDELL COUNTY EROSION CONTROL INSPECTOR. PRECONSTRUCTION CONFERENCE SHALL BE USED TO CONTROL MEASURES. \ /
CLARIFY THE SEQUENCE OF ACTIVITIES AND ITEMS OF CONSTRUCTION THAT MUST BE ADDRESSED PRIOR TO BEGINNING GRADING ACTIVITIES, 2. INSTALLATION OF INTERIM EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT MEASURES MUST TAKE PLACE INITIALLY BEFORE THE COMMENCEMENT OF ANY LAND -DISTURBING ACTIVITIES. .91
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 ��
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 APPROVEDPLAN OR ANY PROVISION OF THIS CHAPTER. OPERATIONS AND MAINTENANCE CONDITIONS SHALL BE INCLUDED IN THE PLAN OUTLINING HOW THE DEVELOPER INTENDS TO PROVIDE FOR
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. ��•
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. �!�
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 o
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 PERSON IN POSSESSION OR /
SEDIMENT STORAGE IS AVAILABLE AT ALL TIMES AND THE GRAVEL AND RIP -RAP OUTLET IS UNOBSTRUCTED (FREE OF DEBRIS). ALL EROSION, CONTROL FEATURES SIT " _
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. co,
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. d,
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
O
8. ONCE THE SITE IS STABILIZED AND THE LOTS ARE READY FOR DEVELOPMENT, INDIVIDUAL LOT EROSION CONTROL MEASURES MUST BE USED ACCORDING TO THE Amlt
INDIVIDUAL LOT EROSION CONTROL CHART IN THE DETAILS SECTION.' PRACT{CAL OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. f - y Hill Rd.
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 FOR
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 J ~
INSPECTION BY THE ENGINEER AND/OR IREDELL COUNTY INSPECTOR AT ALL TIMES. DAILY LOG SHALL NOTE THE DATE, CONSTRUCTION ACTIVITIES AND RAINFALL DATA 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 BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE
(AT A MINIMUM).. BEING PUMPERBACK 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 -
. VICINITY MAP N,T.S.
A LIST OF POSSIBLE PHASES MAY INCLUDE: INSPECTOR. .
-INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. 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 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. LEG G N ®:
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 THE 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 LIM ITS 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. O----- 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). I 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 THE 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. r- r� PROPOSED DOUBLE 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 O.N THE DOWNSLOPE SIDES. TD PROPOSED TEMPORARY DITCH
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TOTAL= 2 +
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"THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON TD TD -Op- - ��' �-^• : 1 � " -� "" !.:::••
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COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY, NORTH "
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CAROLINA DATED 3/18/2008. ; .., LL ,�l
•....-• _. ••
. .................
- . -60 ; ` 0 30 60 120 240
. . (/ /
WETLANDS AND STREAMS DELINIATED AND FLAGGED BY SOIL & FORESTRY SERVICES OF THE
CAROLINAS, PA. CONTACT WENDELL OVERBY RF, LSS, SC FOR ADDITIONAL INFORMATION.
WETLANDS AND STREAMS FIELD LOCATED BY R. JOE HARRIS & ASSOCIAT,ES.
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1 inch = 60 ft.
DATE I I SU D R
10105/18
initial Submittal to City of Statesville
11/16/18
Second Submittal to City of Statesville
05/10/19
Second Submittal to NC DOT
O9/19/19
Third Submittal to City of Statesville
12/16/19
Fourth Submittal to City of Statesville
1� f � 1 1
-- _ ,,�
N.4 �a1;m-a One -Call center
"
fl 1 rk ,
,,
Y `
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v
i lno sed f r constru ion ur oses until the
Th s drawin shal t be u o ct
9 P p
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.
0
1
2
3
4
Corporate Seal
Engineer's Seal
�,q%gL'H CAR®"'°�a,
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Project Manager Drwvni
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De attrnent M,, a e�
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r P. Mur h
P. lVlu h
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Print r-lot Data.
December 16 2019
S ui
It • r- n Asb_aslt Dat�
Asbu, D avv
Client
The J hnson Grog Inc.
0
323 WALNUT STREET
H R I NA 2$ 7
TAPE VILLE NORT CA OL 6 7
S S ,
P: [phone]
Project:
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1)navvIng TI#I9:
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PS�j'�ct 11ci. 3 Ir::�Jt3t) �1.
2712
DWI; File Name:
2712-EC Plans
!_.
;1

�' • i 1l 11 11 it
1 .-; DATE ISSUED FOR REV
/ *THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON
����/ I COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY,NORTH
' / I / i 1 CAROLINA DATED 3/18/2008. CIF
1 U/05/18 Initial Submittal to City of Statesville U
i I i II rr II
i f 11/16/18 Second Submittal to City of Statesville I I
' / / . WETLANDS AND STREAMS DELINIATED AND FLAGGED BY SOIL&FORESTRY SERVICES OF THE ��'.
CAROLINAS, PA.CONTACT WENDELL OVERBY RF,LSS,SC FOR ADDITIONAL INFORMATION. 05/10/19 Second Submittal to NC DOT 2
INSTALL 231 LF SINGLE ROW SILT FENCE / ' / / o
(END ROW TO END) / b / 1 / / WETLANDS AND STREAMS FIELD LOCATED BY R.JOE HARRIS&ASSOCIATES.
' I "� / :::
Third Submittal to Cityof Statesville'
� I1----::11 .
Fourth Submittal to City of Statesville41
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•/I SITE/ °
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`�� INSTALL CONCRETE : ' \\\\\\
WASHOUT •. a% II / VICINITY MAP - I.T.S.
_`" - 7......
7.7 �* INSTALL 202 LF SINGLE ROW SILT FENCE
- = ""'- (END TO END) •
'�`` � . -- _ •
- ���( PROPOSED PHASE4 LIMITS OF DISTURBANCE
Y
. F.. , ,:7,,,k,.*:-
_ _ °� �j / —CI PROPOSED SILT FENCE
�. ."....... . ® .\ --/ 1 '.,�` ��� " PROPOSED CONSTRUCTION ENTRANCE
/�‘
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_ C PROPOSED CONCENTRATION OUTLET
'ill.
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n '=' -� � '" +D PROPOSED DOUBLE ROW SILT FENCE WITH WIRE BACKING p
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.........•. Ksr��w>�uha#'S I��V
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• INSTALL CONSTRUCTION N ••..
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4 RAN E T P.
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\.
INSTALL 563 LF SINGLE ROW SILT FENCE \ •• ?Q I
(DOUBLE ROW TO END) \ / • �4 ..� Engineering ® Land Surveying . Planning
\ POWER TRANSMISSION TOWER `.• �::
.; •
,, / ,, : _ �� Management
l ,_ 127 Ben Casey Drive,Suite 101,Fort Mill,S.C.29703• E:(803)b02-17J9
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.44 •
b \ 25'NO DISTURBANCE BUFFER \ / •
/ d INSTALL 26 LF SINGLE ROW SILT FENCE
• ° 1,285 LF TEMPORARY DIVERSION DITCH W/ CONC.OUTLET(GYP} \ (END TO CONC.OUTLET) p °r' �y ry I .� y;,-,,,..-p..a..
• \ CHECK DAMS FOR EVERY 2 FT DROP IN \ _ s #l9l ! 9 i ! i 1
ELEVATION a '
3 1,249 LF TEMPORARY DIVERSION DITCH \ • ; d
W/CHECK DAMS FOR EVERY 2 FT DROP, I
•'r I \
IN ELEVATION \ / �� •
eli '_' / •
This drawing shall not be used for construction purposes until the
y �• C seal and signature of the responsible registrant appears on the
INSTALL 134 LF SINGLE ROW SILT F
•
\ / • b I (GONG.OUTLET TO CONC.OUTLET)EN E
p 4j T drawing,and proper permit forms and related fees are transmitted
'%+' : •• n, •
by the Owner,Owner's Agent or Contractor to the Authority
:'' / having jurisdiction.
\ : CONC.OUTLET(TYP.)
•
�, l • / I _ •• •
_ •
Corporate Seal Engineer's Seal
/ •
z .' I ,. INSTALL 382 LF SINGLE ROW SILT FENCE I
• � •
�• / NC OUTLET O CONC. • °`°°°� p o����, a°°°°e i���,,
•
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.• I (CO TTOUTLET) e° �N°CA!/r° ,i e® ��°CAR° °i
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• y o e C-4168 ^ v - 0'!3 036836 ze
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p �. °��4rrri1nae'��° \Y f'"�grrrrrrnlo��ro,a
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• \ •
• • LIMITS OF DISTURBANCE
b \ •
\ • \ TOTAL°25.00 AC± Project
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Manager
D awry•
b
D. Gates C. Brown
,..-:
Department Manager Checked
P. Murphy P. Mur
phy Mu
b�•
PY
•
•
•
•
?Tint/Plot Date
\ • • •. •. --..... • • •- .••• . • . . • ,---3 :tk •-• I December 16, 2019
b:' \ Asbuilt Drawn Asbuilt Date
: :
•
I• •
• •• Client
•
•
it b \. / THE JOHNSON GROUP, INC.
,
:a. :' :p 323 WALNUT STREET
•
�`` / STATESVILLE, NORTH CAROLINA 28677
y \ • • /•
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`•-.-..' E. •:: ..::`: • 1`'. \ GRAPHIC SCALE
_ 40 0 20 40 80 160
/� • /• _ — Project No. DrawingNo.
I
I — 2712
w • b
■
I
/ ( IN FEET )
\,' •`:. •
�•. DWG File Name:
\ \ I / 1 1 I 1 inch = 40 ft.
2712E ' lans

•
•
•
/ \ I , Di
TE ISSUED FOR REV
/ . . ., �• " INSTALL 26 LF SINGLE ROW SILT F DICE: - -
: ` i• :`(CO ET TO CONC,OUTLET : • - - - �,
\ •
NC OUTL
/ / •. 'ao*•' / I, - 10/05/18 Initial Submittal to City of Statesville 0
': \ • • /: b j•, �, 11/16/18 Second Submittal to City of Statesville 1
:' tC' ��
/ • •
I
c / 05/10/19 Second Submittal to NC DOT 2
• / 1
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r;;;' ,':..:..;: ••/ " • 1 09/19/19 Third Submittal to City of Statesville 3I
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: •I :, , Fourth Submittal
. ; x / 2/1 / F u thto of 4�
•
•
6 9
�a• 1 ICity
1• • / _
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.`.".\`•. . LIMITS OF DISTURB °° / - - ���
DISTURBANCE it
TOTAL-25
.00 AC_
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GULLY TOP • :';;):' :', ' : 9 •
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O TL C C OU ET TYP N
L PROPOSED•
•
•
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PHA E 4 LIMITS
• 1 ( • S OF DISTURBANCE:�': \ •
A CE
•
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•
l': . ':. CHECK DAM(TYP.) • L -
: : t •
•
\ ' : - --El PROPOSED SILT FENCE
• I ••
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:': \•• • • • : . a •
_ / CHECK DAM TYP. I - ilo-
,,,, ( ) iss s.�s�; - PROPOSED CONSTRUCTION ENTRANCE
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. • • Cam® PROPOSED CONCENTRATION OUTLET
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•
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a: • 1;: "POWER TRANSMISSION TOWER •:: ��':. •
I • •
• '% •' !�� PROPOSED DOUBLE ROW SILT FENCE WITH WIRE BACKING
J • • � j j
. . : :'... HEADiNALL,(5E DE{AIL.` ............................................................. -
FILL IN HOLE - - y1 . .
•
a+ • PROPOSED TEMPORARY DITCH r�
"' 25'NO DISTURBANCE BUFFER NCDOT 838.80 ON HEEfi BMP-3 TD ��� DOr
/,,. •• ....: SO.WATER FLOWS OFF SITE
`) ..,..,wr...
:-.••.\•' - •..••. : .• ! •. * • • ,• . ••. . THROUGH THROUGH •' Ili
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" - - - -- - '� �
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�, RATION.QUT ET5 ,..�••'" � :' .•••. �' - �.
Kn:
::• :::� J :. EX. 3t)"RCP• / NCnnoPNsaOne-Call Center
TO THE NORTH••. • ,
•
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: AND DOES NOT GET TRAPPED INV IN:806.g0 t •• . FILTER RING
::i • 8i010/ r `.1.. (TOYP) F
:IN
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. ik ‘i .. A t.......
/ PR�POSD.CB TO'BE SLOF!E p
• INSTALLED AND
:,;:/ ;':: '�'' • •
�I'•. '� REMAINING RIPRAP
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/ : '' .•• • • •• •,:: ''••. � II INSTALL 1 - /.;.,
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W S L FENCE
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(CONC.OUTLET TO EN )
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147. 4 / •/26 LF 2, RCP CULVERT'•• 8.15/o \�' ♦ \-,-
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INV OUT:794.00 •
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r / ,::•-); \ : INSTALLrO 897 LF DOUBLE ROW SILT FENCE - �r •
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/ 1 . (END SINGLE ROW) ....._____/.
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,• '` .... • INSTALL 68 LF DOUBLE ROW SILT FENCE
••.
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(END OUTLET)
Joe
Harris
,�T dry {�
• 7.74./0• .• 'i�® 7":71
R. v➢�ii Ui l`� Oil d/Sy Inc.
64 56 L °15 Associates)•
•
I : Ty,p•.....,...... INV•IN:'799.,Q0......@I'. ..,..,
• PIPE SLOPE DRAT ,,.,......
1� N(TYP.) , '
I •
CONC
-o .�.�� OUTLET(TYP.) • •
60.00 LF 12 HDPE 16.6T/o �►�i :Engineering LandIn Planning
�� @ �94, g Surveying
... �� : ' ;1-111111"1.1.1w-H.11.17.-/I''''...
? STAGGEREDY•
•
I
x f, INV IN:798.00 INV OUT:788.00 ": 1 : •t::: ........ ..............::.......:.....:INV OUT` _
\ INLET PROTECTION: ROCK PIPE INLET • g �Za
• 7 \ _ Management
PROTECTION TYP. � : :. . \
(TYP..).
--_ -- •� l INSTALL 212 LF DOUBLE ROW SILT FENCE
". '• : 27 Ben Case Drive,Suite 101,Dort Mill:i.C.29703 P: 803 802-1799
:, '; `., •: : : OUTLET PROTECTION: RIP RAP(TYP,) • ` CONC• .OUTLET TO CONC.OUTLET t
r�. t•• "' PIPE SLOPE DRAIN(TYP.) i
•
1
. •\ : „ 55.00 LF 12 HDPE @ 16.36/o
INV IN.799.00 INV OUT.790.00 :' " -. • _}\•
• / f '.0;, '�•,• i
: : : : : ' INLET PROTECTION: ROCK PIPE INLET : • ' •
• : •
ti -: '''' PIPE SLOPE DRAIN(TYP.) Vt/wVV .ij°a� l ia9Is. 4J
170 -
I PROTECTION(TYP.) ` /
� 0°lo s
: : , ,,• OUTLET RIP \RAP(TYP.) LF TEMPORARY DIVERSION DITCH `� ( »,1`:I / �•�. 72 00 LF 12 HDPE @ 25 0
r; r �� _ W/CHECK DAMS FOR EVERY 2 FT • s :. INV IN:806,00 INV OUT:788,00
1 •
DROP IN ELEVATION • RIP RAP APRON j I• le ' INLET PROTECTION: ROCK PIPE INLET `
\ 11 •
- :
`: 4 LF TEMPORARY DIVERSION DITCH •• ,,, LENG.T.H-,20'MIN PROTECTION(TYP.)
r .
WlCHE K • =
C DAMS FOR EVERY 2 FT - _ "'WIDTFI 23°MIN ' OUTLET PROTECTION: RIPRAP(TYP.) This drawingshall not be used for construction purposes until the
DROP IN ELEVATION ' - ' O♦ DEPTH=2.70'MIN
"" •... seal and si ature of the res onsible re istrant a ears on the
t 9 p 9 pp
�. �"
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•• �, '••, •,,...•-''• ,.•••' - „•. •,.• _ _ -`••J wing and proper perm t forms and related fees are transmit d
.............
dra i
\ ...... .......
,. ... ems norContractor o e u o
., .. .,, :•. .................... ... .......... .. ... . RETAINING WALL#1 Agent t the Authority
y
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n.n
-
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:.. ;'....... TM,..: DESIGN BY OTHERS
..........
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th
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••. SEGMENTED A erit
SEE SHEET GP-6 FOR PROFILE• Seal Engineer's Sealt
• - �.� `. Corporate _ngin
PIPE SLOPE DRAIN(TYP.) �•'',.•'' • ..,
'. : :..'•. '•. '•. ;r .28% • • • r.„: C i11111111// �NIIIIIU/
• ,
8100LF12"HDPE 17
\ INV IN,804.00 INV OUT,790,00 „-, / INITIAL SEDIMENT BASINr /i
': ': '. ' • #200 CA CA M T ar r
' • • NLET PROTECTI •
ot",.,..,.;..1
HR t� R •
I ON: ROCK PIPE INLET 1D Tdu� _ DISTURBED AREA= .89 AC. °°•°°°° r r
♦ • •
"� F S PROTECTION T' ' O C I N TYP.O S • ° 0
DRAINAGE
(TYP.) A AGE AREA-9.28 AC. /
7
1 n oo° .. �A. 00 7 ap : e°Q` p/l/00 7
Y
• -• OUTLET •PROTECTION. RIP RAP TYP. ,.•• .•• ..••• .• / '- ?jj \ ° �'• . �. . 9•°
a�
IIIIA
. ....y. (TYP.) ( )-1973CFS
�, ..• TD 6 "!y • � i
� Hol TOP LENGTH=180 FT o °> � >�' �"8 �.
m S = • _
: T 4 r� SEAL °� SEAL
• = ^c G-4168
: 3683
, . . ..
TOP WIDTH 12 •z• C�
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• �� r==: DEPTH 8 FT 0 6
X '. • /� • SIDE SLOPE RATIO-3:1 tr t� o �P r °cy �b° . ._....
• • • V.
i III: TOP BERM=796.00 ��'S' G& �, i9J °°°°° °°°° �e�
: EMERGENCY SPILLWAY 795.00 r nJ/ ., t2 r v •
DETENTION BASIN BARREL PRINCIPLE WEIR=794.00 r///S ASS() s /J7 /r/ K L M ``,+
11111 1 i 011
65 F 18 6
....... / 1 / 1
: .
\ RC /o Af�'FL CLEANOUT-791.00
� ► 1 1 1
9
\ ` "INV I @ a 6,50 BOTTOM BASIN=788,00
.• •'ES TYP:)•
I.
••, .• \ IN OUT: - Pro'eCt Mana er Drawn
• ••
6 00 SPILLWAY WIDTH 20 FT
.VOLUME
%'. .. . .. ACT.VOLUME=75,045 CF
I.
9
• ' C. Brown
•
• 0 I - x 2 I.D.PRECAST
\\ \ / RISER STRUCTURE-2' D. Cafe
INITIAL SEDIMENT �'••:'•:'•:' �- g „
L IMENT BASIN#100 .•• •,.- RROP. LOC>aL STUDY 100 YR FLOOD HAZARD LIN ITH PROPOSED T. ‘0
= Department Manager Checked
- C @ 76/
■ WEIR LENGTH 6 FT
DISTURBED AREA=0.44 AC. \ �: ::................:.............. - - R o iilda6fig' ;,. BARREL 65 70 LF 18" P 0 °
DRAINAGE AREA= 12.06 AC. % ,:•-'.••••.•,-•'• •-..••.,. . . .,,. •-- • /� E . • ••
SKIMMER SIZE-3.00° P. Murphy P. Murphy
NI ' �� X"LOCAL STUDY 100 YR FLOOD HAZARD LINE WITH •XISTING TOPO
c __-, �' ORIFICE SIZE=2.00"
0 10 -24.55 CFI rent/Plot Date
TOP LENGTH=155FT •: 1 • :: •
P ' D
t
; •: • •••'' �•' •
•
��J ��� i EMERGENCY SPILLWAY ARMOR December 16, 2019 TOP WIDTH=85 FT : :.I :, `• . .- • a .ems°...•.' , ... ,�
= BAFFLESATYP,) ',:'. , : ::-.. ?
DEPTH 8 FT - 9 a,.,r!' g' loi WITH RIP1111ft -RAP AND FILTER FABRIC
SIDE SLOPE RATIO=3:1 `., `: '' .: ' i \ ' ••„ •
.m--' .. �1 :.7.9..,. :,:11:44
Asbuilt Drawn Asbuilt Date
TOP BERM=798.00 •:. 1 = �1 „� �� /� • ..11I1 `' - _
EMERGENCY SPILLWAY=797,00 •-•• \: • €:' ./.' •": ''
�.,. - • ;. • _ 1.... 111 a Client
PRINCIPLE WEIR=796,00 ' : •, -. /rA!` CONC.
OUTLET
CLEANOUT=793.00LI
•
,, 3. STAGGERED
SIN=790.00 ` �' �r ��'` \ `' \'"
BOTTOM BA Ip.s, • �.✓: (-9, \ -"► THE JOHNSON GROUP INC.SPILLWAY WIDTH=20FT \ 0' �,� �® r ` 3,
• REQ.VOLUME=21,706 CF \•. \ / - INSTALL 167 LF DOUBLE ROW SILT FENCE
ACT.VOLUME=84,038 CF • '•� ��• Z9 \ 3 �� '. "•. 323 WALNUT STREET
• .�'' - (SPILLWAY TO CONC.OUTLET)
RISER STRUCTURE=2'x 2'I.D.PRECAST • �. ,��,,, �. .:. STATESVILLE, NORTH CAROLINA 28677
WEIR LENGTH=6 FT • �• •' P: [phone]
BARREL =76.30 LF 24"RCP @ 1,97% / �t//!.* ....... l` ',
./.,,,•;
,
SKIMMER SIZE=4.00" '.•. 19' .V _ _
ORIFICE SIZE=2.00" • - ,,.°<, •
� ' • �.•�'� r I! 30'STREAM BUFFER• _ _ - .. - \ : 0
DETENTION BASIN BARREL \ ,°!►,. _ _ _ - _ - _ 7: ::: w •
76.30 LF 24"RCP @ 1.97% • �• _ �,� ® G "'=` :°°�. \::::•.... \`
� " i Project:
INV. IN:788.50 `F\. ♦ • i"'' / mow_` __ _ •® �' ::::: ..�
INV.OUT:787.00 ' ��p • _ ::: - •
•• J m' � ,� , • ('•t. ,A,,/►.°;,} / i- ,,. ! -^.`_�- :.,,,, .iEti::,, �• e..�� a `�•
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,vim / �,,� :,,
I,t :.:: \.: \ :.:: Pine Forest II
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. . VRIP RAP APRON SEE :`: k:ffj:;_,,s,„,_,,,I.,,,ii. 101,,, mil....itippp--%
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WITH RIP-RAP AND FILTER FABRIC • TOP OF BANK / ° ''
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RIP RAP APRON SEt� Drawing Title:
INSTALL 64 LF DOUBLE ROW SILT FENCE / -"' • EC-9 F.OR�TAILS
(GONG.OUTLET TO END) / .. :....\ - _ - - . -M _ a'" \
_ _ _ _ _ \ - _ _ _ �. • I�iti�Ir� i�r� Plan
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*THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON
GRAPHIC SCALE
COMMUNITY 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 Protect No Dr�t11}llit ND
CAROLINA DATED 3/18/2008. CONC.OUTLET(TYP.) INSTALL 173 LF DOUBLE ROW SILT FENCE ` •
INSTALL 69 LF DOUBLE ROW SILT FENCE INSTALL 149 LF DOUBLE ROW SILT FENCE STAGGERED (CONC.OUTLET TO CONC.OUTLET) '`
STAGGERED (GONG.OUTLET TO SPILLWAY)
(END TO CONC.OUTLET) (CONC.OUTLET TO END
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.
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2712-EC Plans ,
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D rE ISSUED FOR REV
77 10/05/18 _ Initial Submittal to City of Statesville - 0
11/16/18 Second Submittal to City of Statesville 'I
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4 05/10/19 Second Submittal to NC DOT 21
�� 09/19/19 Third Submittal to City of Statesville 31
., 12/16/19 Fourth Submittal to City of Statesville 41
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Murdock Rd'
Amity Hill Rd.
VICINITY MAP N.T.S.
LEGEND:
: PROPOSED PHASE 4 LIMITS OF DISTURBANCE
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LIMITS OF DISTURBANCE
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TOTAL=25.00 AC± COaragne PROPOSED CONCENTRATION OUTLET
WETLANDS
PROPOSED DOUBLE ROWSILT FENCEWITH WIREBACKING
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CONC.OUTLET(TYP.) .. by the Owner,Owner's Agent or Contractor to the Authority
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Asbuilt Drawn Asbuilt Date
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STATESVILLE, NORTH CAROLINA 28677
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j 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:
Initial Erosion Plan 3
•
I *THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON
GRAPHIC SCALE
COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY,NORTH —40 0 20 40 80 160
CAROLINA DATED 3/18/2008. Pro ect No
S;' i. 3 Drawing N
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.
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2712-EC Plans ,
inch
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........- ..- DATE ISSUED FOR REV
CONSTRUCTION SEQUENCE GENERAL NOTES: EROSION CONTROL 77
^�,, 10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM IREDELL COUNTY AND/OR LOCAL REVIEW AUTHORITY. �o' ' •
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 `r 05/10/19 Second Submittal to NC DOT 2I
cr
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. •:
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. - , U9/19/19 Third Submittal to City of Statesville 31
THE EROSION CONTROL PLANS.THEN INSTALL SILT FENCE, SEDIMENT BASIN,SKIMMER BASIN,TEMPORARY DIVERSION DITCHES AND CONCENTRATION 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
OUTLETS AS SHOWN ON THE EROSION CONTROL PLAN.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 :•�
CONTROL DEVICES,NOTIFY THE IREDELL COUNTY EROSION CONTROL INSPECTOR ONCE ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND zi
UPON SATISFACTORY REVIEW OF THE EROSION CONTROL DEVICES BY THE IREDELL COUNTY EROSION CONTROL INSPECTOR CONSTRUCTION MAY THE PLAN OUTLINING HOW THE DEVELOPER INTENDS TO PROVIDE FOR OPERATIONS AND MAINTENANCE DURING CONSTRUCTION. j o
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 \ t
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
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. '
I
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 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. ;
MANUAL, U.S, DEPARTMENT OF AGRICULTURE AND THE LOCAL GOVERNING AUTHORITY STANDARDS, SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. Army Hi t
7. •
SITE SHALL BE STABILIZED PER THE STABILIZATION REQUIREMENTS NOTED ON DETAILS SHEET.TIME FRAMES REFER TO ANY PERIOD OF INACTIVITY. ` -- Rd.
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 INHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED.PLEASE SEE CHART FOR 4 -
• E I E T ��
ACCORDING TO THE INDIVIDUAL LOT EROSION CONTROL CHART IN THE DETAILS SECTION. STABILIZATION R QU REM N S
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 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
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. ,--
\
AND RAINFALL DATA(AT A MINIMUM). 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 - ��p
10. PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AND WITH 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 MAP - N.T.S.
SUBMIT A SELF-INSPECTION REPORT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE.
CONTROL IS BEING FOLLOWED, LEGEND:
A LIST OF POSSIBLE PHASES MAY INCLUDE: 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
-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. cam: PROPOSED PHASE 4 LIMITS OF DISTURBANCE
-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. --CI 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
-COMPLETION OF CONSTRUCTION OR DEVELOPMENT. ����1:1�
CONSTRUCTION OR OBTAIN APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH N.C.GENERAL PERMIT NGG010000. ��� S•$ .$ PROPOSED CONSTRUCTION ENTRANCE
-INSTALLATION OF STORMWATER RETENTION MEASURES. 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 S.. iv '
-QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY ESTABLISHED. APPROPRIATE TRAPS OR STABLE OUTLETS. '
11. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL SUCH TIME THAT SITE HAS BEEN PERMANENTLY STABILIZED WITH VEGETATIVE COVER PROPOSED CONCENTRATION OUTLET
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
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, C1 PROPOSED DOUBLE ROW SILT FENCE WITH WIRE BACKING
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 -CI
-RE-CONNECT OR INSTALL PERMANENT DRAINAGE PIPES TO FULL LENGTHS THE INLET ARE FULLY STABILIZED. `
TD u• • PROPOSED TEMPORARY DITCH
-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 � �p • • A
-STABILIZE SEDIMENT BMP AREAS(GRASSING W/MULCH OR HYDROSEED) COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES. x-x �i7 C��l®�/� Fil ,Y '�;x
-SUBMIT NOTICE OF TERMINATION ONCE SITE HAS ACHIEVED 70%PERMANENT VEGETATION 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 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
• SIDES, THE PROPOSED WORK. Know what's befog.
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 r GRADING FLOW ARROW N Or of One-Call Center II before m dig.
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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:` December 16 2019
21 f
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COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY,NORTH •"- ..:.._ ••..... .. ..••• .:.............• --..•;:..:.;-•:.•.•.:•"•.•. -.. •, . :...... J , . ., 4 ,�, 1� r-J •.:>-'%...'•'-•• •
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CAROLINA DATED 3/18/2008. 1,249 LF TEMPORARY DIVERSION DITCH :: ::. •
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ti •W/CHECK DAMS
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WETLANDS AND STREAMS DELINIATED AND FLAGGED BY SOIL&FORESTRY SERVICES OF THE ,,; •..::::: ,,. -.,,\.,.,,..•, ,.,� • „ .Y :•:„.L,,,,, ,• ,.:• • •
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CAROLINAS, PA.CONTACT WENDELL OVERBY RF, LSS,SC FOR ADDITIONAL INFORMATION. �' ti, 1 inch = 60 ft.
WETLANDS AND STREAMS FIELD LOCATED BY R.JOE HARRIS&ASSOCIATES. 2712-EC Plans

•
, / i / " �. — � - I Il ll II DATE ISSUEDFOR
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' III`�J=J_`/ 1----7., I1 COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY,NORTH10/05/18 Initial Submittal to.City of Statesville 0
1 � j/ _ CAROLINA DATED 3/18/2008.I ' 1 �--� _Jv� I y !t !! n �, 11/16/18 Second Submittal to City of Statesville 1
' I I • ) f WETLANDS AND STREAMS DELINIATED AND FLAGGED BY SOIL&FORESTRY SERVICES OF THE
�� 05/10/19 Second Submittal to NC DOT 2
INSTALL 231 LF SINGLE ROW SILT FENCE / I / I"` I ° CAROLINAS, PA.CONTACT WENDELL OVERBY RF, LSS,SC FOR ADDITIONAL INFORMATION. o� I
��� WETLANDS AND STREAMS FIELD LOCATED BY R.JOE HARRIS&ASSOCIATES. 0
• .1 —(END ROW TO END) 1 �! 1 1'� /_�r. _ j----- j' ' _� \Jr�-0 09/19/19 Third Submittal to City of Statesville 3,
,R' ib � '�� ��/ 11 12/16/19 Fourth Submittal to City of Statesville 41
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•
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4 ii.1 Print/Plot Date
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•
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1 inch = 40 ft.
1 27127,EC Plans
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POWER TRANSMISSION TOWER EASEMENT INSTALL OUTLET
262 LF SINGLE ROW SILT FENCE' DATE ISSUED FOR REV
TLE CONC,OUTLET)68'UTILITY
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LIMITS OF DISTURBANCE ' +� `I ,.',It,, 111111,,or''''51
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'' / RE :VOLUME=16 704 CF
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,� g�� / ACT VOLUME 75,045 F
:' : 111
Ity -2'x
•
\ ` - - 2 I.D.PRECAST
RISER STRUCTURE CA• '. • WEIRLENGTH-6FTProje�•t M tnager DrawnSTORM RIPRAP BARREL 65.70 LF 18 RCP 0.76/0n 1278Q SF: '1 SKIMMER SIZE=3.00 C. BfOW
D Gate ,WIDTH-2LF `• i p -r�� '.,.;. , a� •r \ • 0'41
+:� ORIFICE SIZE=2.00" De artment ivianager Checked'`: P r h Mur Isla p y P. phy�I _ �7�"�� ` EMERGENCY SPILLWAY ARMOR:' ::` .: " "' `1 tj WIT RtP RAP AND FILTER FABRI f rint/Plot Dot%%\
• • • `tFINAL SEDIMENT BASIN#100� = " 144° .:::.. • �/ ` t!1 "• ecember 1 2019
DISTURBED AREA=11.85 AC. '•.,'; �. �. ��.� •:'..::' ......... ;. • s l,�� _,� �,,,:, � � � 6
i H C
DRAINAGE AREA=12.t3 AC. • �• �� ....vk a� 1► ?' ,
2, ''•..\ .: `1i r 1,: tteroIt j�6 -, Asbuilt Drawn Asbuiit Date
\. : -:. -.• _ -_ ....�++.'r:1 : ,� CONC.OUTLET TYP.
TOP LENGTH=155 FT., `. . :.''a„ 4� � :,::
TOP WIDTH=85 FT ': :': i +: '`: ,::•-':' r�� �' r� STAGGERED •
\. :{: `t,'\ `v-^• •° �71�'�. ,__ J _: �t 2.-F 1� •�...... �.` ,^"^T:'-':Rc'-'.*;�.' •`,eti%4*`` Client
DEPTH-8 FTt •............ `::::; A r /'o / :.
SIDE SLOPE RATIO=3:1 I ��:l111." 1 1 ."► � �-„' $Y' 1
TOP BERM=797.00 ' r ,_�_ [° � .
•-����' • � � i;�: i'� '' • • _._..__ _..--,_. - ,- ' /'�',��.... ��a�, � --" � 'THE �9 C�I-i�U C)N GROUP INC.
EMERGENCY SPILLWAY=797.00 : "` bl ,�
PRINCIPLE WEIR=796.00. \•. ' 1 �c •
CLEANOUT=793.00 '� w tv :` 323 VVALNUT STREET
x
BOTTOM BASIN=790.00 , ..:4 �,.... �„- r�`' ,t' r 'STATESVILLE, NORTH CAROLINA 286.77 '
REQ.SPILLWAY
CF \ J .•� � .-L - ....................... .. _ _• _ '\ P: [phone]
•
ACT.VOLUME-84,038 CF ,,
RISER STRUCTURE=2'x 2'I.D.PRECAST ! w ° ��„° ° ^'E - - - - - •_ , - -- w*T�- •r.; •` ti . ,�,. •
WEIR LENGTH=6 FT ) �1 ` ° ..�•'• V':.r, ' - - .......•.:.. .. ...... ``'- ::•••,. •
BARREL =76.30 LF 24"RCP @ 1,97% ` , 4 0 • '",s ✓ ::: .,_:... :::::•••• _
SKIMMER SIZE=4.00" M,�1r � , "�• �. ®'" r'! j / :;.:i �_ _-Ii :i .;:.. »,::,:::::: sh. ..
_ `' ,,�� , Project:
-�-�` .n;;zr \ =•,, INSTALL 167 LF DOUBLE ROW SILT FENCE
ORIFICE SIZE-2,00" , _ -,/ -- /. :; z_ ,.,...: }.. ++i+ae""t' \ ' "".` .�,.�„ „ \ (SPILLWAY TO CONC.OUTLET)
r1 ....... ....
_ ,,P iner�� II
DETENTION BASIN BARREL \ :': �� � 4" rroo!W- / /..
o
76,30 LF 24"RCP @ 1,97% :1+t �� iteiffit Ve✓ / ... _ �_ ---
.... ......
INV. IN:788.50 \ / �% ......... 1. �__ .,.,_,�..
INV.OUT:787.00Vw �!r :ter" • • ::::...,.
'Itr"
RIP- / / ._.:. �;::''_ • P N BASIN BARREL♦ _
DETENTION
•
RAP APRON SEE / ✓°� T`"= "'=='� •...,;;. ` RIP-RA AP ON SEE 65,70 LF 18"RCP @ 0,76/o ( 1 BWIB Title:
EC-9 FOR DETAILS INSTALL 64 LF DOUBLE ROW SILT FENCE / .-�"' •EFOR DETAILS INV, IN:786.50
....1 ::
(GONG. OUTLET TO END) / " ! _ _ '-.- 1 ? INV.OUT:7$6.00 `e
000ww.
- - _ _ ...� ' --- ::..: :: :.. // - - _ _ 1 . FinalErosion � -
•
CONC,OUTLET(TYP,) ` _!"..:;;:... - / -
. ,
STAGGERED "� / T ,-
j :.`:.::..... - / ram,,.
EX. LOCAL STUDY 100-YR FLOOD
' HAZARD LINE WITH EXISTING TOPO
EMERGENCY SPILLWAY ARMOR :::, ; i' � • // •
WITH RIP-RAP AND FILTER FABRIC / / 1 y° I
3008/ / /
/ _
v
INSTALL 149 LF DOUBLE ROW SILT FENCE INSTALL 173 LF DOUBLE ROW SILT FENCE
CONC.OUTLET(TYP.) GRAPHIC SCALE
OUTLET TO CONC.OUTLET) STAGGERED I'
*THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON (CONC.OUTLET TO END) (CONC. INSTALL 196 LF DOUBLE ROW SILT FENCE -60 0 30 60 120 240
COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY,NORTH INSTALL 69 LF DOUBLE ROW SILT FENCE (CONC.OUTLET TO SPILLWAY) 'Drawing
ra 1p� y�
. mollF•'�•Sh" 3 '2ai-.��:m X,J '`S •9"'i`}''4.Y "f , „fr.. S'7�Y3y C7 f"i i.Y�i Y�1WY11g `S/, •
CAROLINA DATED 3/18/2008. (END TO CONC.OUTLET) v
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 File dams:
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.
2712-EC Plans

ISSUED FOR REV
77 10/05/18 Initial Submittal to City of Statesville 0
•
fi 11/16/18 Second Submittal to City of Statesville 1 I
wo
05/10/19 Second Submittal to NC DOT 21
- \ ,
ai \\ '
09/19/•19 Third Submittal to City of Statesville 31
s , 12/16/19 Fourth Submittal to City of Statesville 41
SITE c 00
cr
111,
:::'..::::::-
�' Murdock Rd.
t
Amity Hilt Rd.
VICINITY 1 MAP 'a N.T.W. ,
LENS:
INSTALL 390 LF DOUBLE ROW SILT FENCES PROPOSED PHASE 4 LIMITS OF DISTURBANCE
(CONC. OUTLET TO CONE,OUTLET)
--O PROPOSED SILT FENCE
T Yir• Er i.� PROPOSED CONSTRUCTION ENTRANCE
LIMITS OF DISTURBANCE
TOTAL=25.00 AC± C PROPOSED CONCENTRATION OUTLET
PROPOSED DOUBLE ROW SILT FENCE WITH WIRE BACKING
TD �► PROPOSED TEMPORARY DITCH
NO�Tf� i ; i + w: '
-' •.. .,.. •, - .. •. .:.. .,.�. .. ....................................... ....... ............ ../ U (., `!•:''•. -„�... iwY$�aorot:•svc One-Call CenterC before
........ ..
.... ....... ... . . .
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. ....................1........' - 444,,,,,,l'. I�
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,;„:4—,Vist,'',..41.i„„,,iid „,—- '"';',.Lt.t.r.:.,,,'',.'+2 /pit_ i '., 44 ak ,iii, , let .14, .44 44 -ak „1,::;:::.. \..--.„\:\ ......, ••••„\ V I \:.----..4 .---- i)
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4:4:4:4,
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414
\ ..} HarrisAssociates, Inc.
.. '� �, X Joe ss c ale , c
— — _ _ �:•: •• •. ,� , Engineering • band Surveying Planning
,� �•.� ., a, fi : -- / _ Management
'• ,- ♦ ••� r l?'k3enC•t3ep Urn e,Smte101,kbrt Mill,5C Z9J(]Y f.(S0:) iJ?1 J1
••::............s .. . _ .�. .-: .,•.,, -..,�,, .. v,.�, „�... ...,, ,....,. Hwy,,, ...o...,..
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2
a,�,,� s
H °
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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
' CONC. OUTLET TYP. :, 9 P 9 pp
STAGGERED �. \ drawing,and proper
permittransmitted
,• formsandrelatedfees� •. .:.:`r . by the Owner,Owner's Agent or Contractor to the Autho
CONC.OUTLET(TYP.) , I I.....:...
STAGGERED \ \ `,-•.. I I ____ having jurisdiction.
......... .. Corporate Seal Engineer's Seat,r
4' cA
I �_I•......••••••• •..(DOUBLE ROW TO END) „ 1.
INSTALL135LFDOUBLEROWSILTFENCE , . OF E / • �o �• �o°eFOf ES S/pti,° ea
(END TO CONE.OUTLET) �\ ...�.......... ...... a q� �9r.o• 1. z. oc,,© 9<-.
• o
:c '' — ° • _
, . m 416 v 036 F
/`�
INSTALL 360 LF DOUBLE ROW SILT FENCE ti i .` I :�ti° ��® r'0`'a'cy ��°
l
(CONC.OUTLET TO CONC.OUTLET) $" ? c I I s'f/ e .r T°°°°,°°°°°°°v ®q`
•-� Rai M.,/#may '°>�'�/s&AS���'��°° ",�cK L. ¢`°
1 1' r! / . 9 36 .. 'r0}rrrnatttt®'� \ Pe" irrerrertttt5'
: 7
/N
• % - • 784.23 _ .
•
r ! c,t Manaler Drawn
•
•
D. Gates Cr. Brown
Department Manager
Check
ed ga
I P. Murphy P. Murp
hy
,,.�:
:; � Print/Plot Date .
_ December 16, 2019
- Asbuilt Drawn A vuilt Date
...
_ _
R/� / client
8
CONE.OSTAGGERED UTLET(TYP.) ''`• E� "87, 1 J O H S O GROUP, I\C.
\-, r ,323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: (704) 996-'5978
I
INSTALL 119 LF DOUBLE ROW SILT FENCE
(CONC.OUTLET TO CONC..OUTLET)
INSTALL 43 LF DOUBLE ROW SILT FENCE mPi'*ot:
i.
(CONC.OUTLET TO END)
{ II '
CONC.OUTLET(TYP.)
STAGGERED
i
Drawing"Title:
Final Erosion Plan
,
4.
GRAPHIC SCALE .
i
*THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON �o 0 20 40 so so
COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY,NORTH �4µ� N 1
CAROLINA DATED 3/18/2008.
'.c nRtq 411 i� ''. 64- ,..1, ---,,, ',i�,;�a ",,r1: Project No. Drawing No.
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
a

DATE ISSUED FOR REV
10/05/18 Initial Submittal to City of Statesville 0
GENTLE SLOPES STEEP SLOPES
11/16/18 Second Submittal to City of Statesville 1
100 lbs/acre tall fescue 1 00' MIN.
\ 05/10/19 Second Subrnittal to NC DOT 2
SEEDING 30 lbs/acre Sericea lespedeza 9
80 lbs/acre of tall fesue
MIXTURE (unscarified after August 15) 8' MAX.
10 lbs/acre Kobe lespedeza STEEL POST-_....„,...1.-.*------- STEEL POST PUBLIC STREET
FALL:August 25 - October FALL: August 25 - October 15
Late winter: February15 - 15 Late - CLASS I RIP RAP WIRE FENCING 09/19/19 Third Submittal to City of Statesville 3
a•r,�� •r •►� a,.•p•. a•a a.•.a a.°.�L• •.` •:�`i1►��•..a��a1"'�ii`a��j�#•
Aprilat winter: February 15 April 15 19 GAUGE HARDWARE CLOTH :, a;.•+,a_•, `,,�,. • ;.+,�+��a a+;•4,± y �..�,.,,,t ;, • * ;;, ?. _ �' � �"�� '
�« `tea}-•�!`111 ` t 12/16/19 Fourth Submittal to Statesville 41
` " �``4a•° City of
seeding springseeding -(- J - - s mm i F� f t
SEEDING To extend spring into June, add To extend s rin into June, add rr - a ( ra � 1J '�'- i�^11- t'�`I .I- [
15 lbs/acre hulled Bermudagrass 15 lbs/acre hulled Bermuda sass i ,�_ t • - -�- - EXISTING GROUND Z . ". .�
DATES / / g WOVEN FILTER FABRIC--` ff - - _ jit= 1 �. 11 (Tf. .... -
Overseeding of Kobe lespedeza over fall-seeded Overseeding of Kobe lespedeza over fall-seeded ffi.,\ _.+ � I •
•
•
tall fescue is very effective. tall fescue is very effective. r' -JI ;fi' :Ia < y i /L. I N ! SOIL STABILIZATION FABRIC
,, I v`-• �< < K 1\ ; 00 OQVco }; �, UNDER 2-6" CLASS A STONE
SEEDING Apply lime and fertilizer per soil rests, or 4000 Apply lime and fertilizer per soil rests, or 4000 �'�"'`L(`T --t����®� :,I_ 1 € t .- r `- " 5JA'
.-=J,-,...V. .�..,. �..�.nc�uc •:._2- .----_,�L--- .. 1124u. 1� �_r_-.1N1. I 6 �,_ �
AMENDMENTS lbs/acre limestone and 1000 lbs/acre 10-10-10 lbs/acre limestone and 1000 lbs/acre 10-10-10 :-.i„ its'-,,-r_=_
i�I_:;� � _y r_��1=���=���=��1=1���1�1=���=1��=���=������1=��1=��1=1��=1�I i�i-�1 -, i_ ; �4 *i � a '
fertilizer. fertilizer. I I � I I I rl 1=111E111=111_111_111_111_111�l 11=1 l 1=111=111=1 11=111=111=1 I ' i _7 I,, ( 1 '4 r'l 1
i 1t--i: l �J 100' MIN.
NOTE 1 _. I-I 11-I I I=� I I=1 I I-III-III-I l I-II I-I I EI 1 1-11 1_I I l-Il l-I I I_I I I-1 I I-1 1 1-II I I -III-III- i i
:111=��1=��1=111 1I1-1��=���=��1=1�1=1��=1��=���=1��=���=��1�1�1=1������E1�1-1 -��1-1��-��
Ground Cover-- Wherever land disturbing activity is undertaken on a tract comprising more than one (1) acre, a ground N -I 1 I:111=111 - I I HI I 1=I 11-11 I-I 11=I 1 I-)I I-1 l l-11 I=111-11 I-I 11-I 1 1=1 l l-Ill I I H I I-I I i '
cover sufficient to restrain erosion must beplanted or provided provided per the included stabilization chart H-III-I 1 F I I 1 II
I -I 1=1 1=� 1=I I=� -� 1=1 I-� �_� 1=1 11-I =1 1=1 1==1 I i-1 -1 =1 -1 l- I
-III-III=I11- `,.°d+{t t. '1 - g;.,.,.., "V ,+*1 .V� "��'� eau : :r,:,'0 -�,j�xr•+e, LLJ
NOTE 2 _��1 ���,TI€���-�11-�1�=Ill -111,��1��=���=��1=1�1=��1-�1�-���- ;1�������1 x ��,a� ,„ ""t' t F "e� �.
-i I l=1 l I III-1 I L__ i I f f 1 1 I-1 I I� r. 4. t .,„' ,,t a"y f C,t>e"� � `:c , . ' r Mgt, LLJ
Graded slopes and fills-- Per the requirements list or the stabilization chart provided, slopes �K� + c ta� ,, `, . '4,4_�� ya • •
slopes shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain STEEL POST , i; 7,4 � ,.�,. • ^'. " �, o , I •
-
erosion, y t k�1r 4 ` A
WIRE FENCING z 1 V ���4t01,V' � '- •
• NOTE 3 (� { .) «> >t 0+�T 4. ��4.
•
Mulching-- Apply 4,000 lb/acre grain straw. Anchor straw by tacking with emulsified asphalt or other methods approved by DENR. CONCENTRATION OUTLETS - SILT FENCE7 CLASS I RIP RAP N) �* * �w '
Anchoring of straw mulch by means other than applying asphalt tack must be verbally approved by DENR.
_ #57 WASHED STONE `v 4 t ' m
NOTE 4 �t �G �q 4`, a °
•
Tacking with emulsified ashpalt-- Emulsified asphalt shall be thin enough to be blown from spray equipment and formulated • N - 0' ) OR `*�,,;* a � r .� y,. . .
• for rapid setting (RS) or medium setting (MS). Apply asphalt of 0.10 gallons per square yard (10 gal/100 sq.ft.). INSPECTION AND MAINTENANCE 6„ 5��a <' " * ` �a Q 3
w t6 �., F..a " �,yry x w< .. . ;Ft?i _ _ - f µ. _ - P rfif '
Inspect every seven calendar days. Check for sediment buildup and wiree/stone integrity. Check where runoff has '�� F��'
SEEDING SCHEDULE eroded around the outlet, or where the wire has sagged or collapsed by overtopping. Remove sediment accumulated � t If ?
PERMANENT GROUNDCOVER APPLICATION against the stone when it reaches 1/3 the height of the stone, especially if heavy rains are expected. Remove trapped t
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
practices (BMPs) are no longer needed. Permanently stabilize disturbed areas resulting from outlet removal. I
TEMPORARY SEEDING FOR WARM AND COOL SEASON NOTES:
•
EARLY SUMMER SEASON STEEP SLOPES 1. A STABILIZED ENTRANCE PAD OF 2-6" CLASS A STONE AT A MINIMUM DEPTH OF 8" SHALL BE LOCATED WHEREp .
•
SEEDING 40 lbs/acre of German millet 120 lbs/acre Rye (grain) • TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. Ai� ` �iARpNAt .. g,<
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. �� Idnowvuiha#'sbe oW.
May 1 - August 15 October 25 - December 30 if rtltl € tit fabric. wire fence 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ° Nm?aa[,.�gn e-Call Center Call before you dig.
SEEDING Refertilize if growth is not fully adequate. Between
50 lbs/acre of annual Kobe5les lespedeza. rf1t .extN strength fabricwithout wire f e ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
DATES / p 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
h droseedin . hydroseeding.
-4 � 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY,
SEEDING Apply lime and fertilizer per soil rests, or 2000 Apply lime and fertilizer per soil rests, or 2000 p00 : * a "� ,, I
lbs/acre limestone and 750 lbs/acre 10-10-10 lbs/acre limestone and 750 lbs/acre 10-10-10 },. r '
AMENDMENTS 4 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET, WHEN I
fertilizer. fertilizer. ;•r = 0 Ia1tt.L?k
u =. „A WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN j
1 . wire ties
SEEDING SCHEDULE ;- t "
f, APPROVED SEDIMENT BASIN.
TEMPORARY GROUNDCOVER APPLICATION
�3 as .'. , '� a_ �� :...4'/� ����� ,
c ,,,. .
•
`i : t tin i STABILIZED CONSTRUCTION ENTRANCE
a r 4i ° ". gf ounaE •
tr
c.41
• N 1, , R. hoc Darr s Associates, Inc.
.E �. ,
Ground Stabilization* �� ' ' g�t ',En ineerin . Land Surveying • Plannin
� , q .,� r ',Engineering Y g g
Fit Management
Site Area Description Stabilization Time Framefabric
P Stabilization Time Frame EXeptionS • • • • • •
i ' 127 Ben Casey Drive,Suite 101,Fort Mill,S.C.29708 P:[phone]
,,I 19-g€€age hardware cloth i�
ditcheseand slopesswales, 7 days • • • • - ------_-- ......... ----��ax V ??g�)
None
( ?rlh bpi:
•
=.ie:i'w`<'i°41i9is11is ="5`1;[, ;; gr.ix; .G;
-High Quality Water • % f t It t 1, rT a i } ir �'
(HQW) Zones 7 days None Wire ; . ', } , { s1 if-1,� 1 1. if,i',' f ti V1►'' r�v.r �eh�rr� .C®
f1Gail,{ {Il, ii`t i 1 I
4" lion Jr ,' al i i# o ,li l``l 1
-Slopes steeper than If slopes are 10' or less in length
t wash#rl5 s+r r7 €i 1 a a i l t)I �
3:1 7 days and re not steeper than 2:1, 14 washed {one ;,kf'II, , i,j 11it itlr1` € °,- a II I `
days are allowed. € `,4 i 1 i t-, +r j!. : r _ I
Y Niter + r.. " a �i�rq.. i
-Slopes 3:1 or flatter41 -:" '.':7,'_ ,: t ,, ' �`' ' 16 This drawing shall not be used for construction purposes until the
14 days gradates thas forn 50 sfeetin •• ;Pp t �Itt i 1otert l .`:° 10 ,,. k,r „ I seal and signature of the responsible registrant appears on the
greater
vht fit roan ! drawing,and proper permit forms and related fees are transmitted
-All other areas with None (except for by the Owner,Owner's Agent or Contractor to the Authority
slopes flatter than 4:1 14 days perimeters and HQW
Zones) having jurisdiction.
4.
,ix. a € - Corporate Seal Engineer's Seal
*''Extensions of time may be approved by the permitting authority based on weather or other• u e. ? p g
site-specific conditions that make compliance impracticable." (Section ILB(2)(b)) v a p tc? t JCl 1 r#�Or faltered �r,t11��1i►� titlliiIS
a 'ITT ,� washed stares wvi#er oar ��i 11 ov'14,,,
-All time frames refer to anyperiod of inactivity. e w ea�`N CA RO`�i ee�`� Cq ROi
Y At 4 I e pQ0000° c '� ee aoo°o° 'I
ee i e i
24" s , e r11t1t 0e O °°° °°°° A ., se O °°° F ES ° �4/ 1.
fie° c .,S S/0 9 : : �o°. o °9
: a as € 4� N°°° Q ti9° o
NORTH CAROLINA 9*0 4 04 4, ,2 ,.. ; o Q q�< °°4° f<
GROUND STABILIZATION REQUIREMENTS . " 4 �, .) :,. z o = °� SEAL c)o _SEAL -
o c� C-4168 °` ,. o�' 036836 ,��
era % 9 :-o°°"<y •
�'i°A..Fig ems a i49:1vdaret rdgth wad$}ravel inlet Protactkin ��A i/
P °
fiT! $ t ,'«i��irSI itt"\W �t9'��fftlfirrt►t' e
HARDWARE CLOTH AND STONE DROP INLET PROTECTION l
, \ ..1.�. ** min * TEMPORARY SILT FENCE Project Manager Drawn
k= il ====,..,,,;*1.4�=If4�b*.'A*=f=*A"!ia'iY M fa'=isµ =f+.M ".fx
er 18.' mitt HOOD D. Gates C. Brown i
Department Manager Checked !
. III _III t II �Ila =' I r
CONSTRUCTION NOTES: INSTALLATION SPECIFICATIONS: GRATE _ P. Murphy P. Murphy I
.. =n �: ' ti Print/Plot bate
typical s 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR 1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN �,w
EXTRA STRENGTH SYNTHETIC FILTER FABRICS THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY. - G GRATE--�� I December 16, 2019
Fitir , 1stfntnr� 11#1 diversiondim. 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. 11,EXPANSION i" REBAR FOR BAG
VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.) RESTRAINT REMOVAL FROM INLET `"'z`""r' ti -
3. 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, `' 's' \?'r' ,+a i, _ Client ,
LENGTH OF THE BARRIER TO AV J 41.
•
OID OINTS. WHEN JOINTS ARE NECESSARY AND AS CLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE P p A a r +�'�s-
• SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FABRIC FROM UPSTREAM WATER PRESSURE. D Irri D ' "- DEFLECTOR
FEET MINIMUM OVERLAP TO THE NEXT POST. 4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC. /\ .I I\ FILTER BAG -�`�� r;.`,.,.�•`",;,ri: The Johnson Cii"OUp, Inc.
a 1
;; .F a.;,, ,, .:. .,.� , , , . ,z . .. . .. . .. 4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE ES 5. ATTACH THE FABRIC . s._...
::. t ; ., . ,:,, MESH FASTENED TO THE EACH POST WITH THREE TIES, ALL SPACED WITHIN THE
a ,� . - i, . s . .t :;: �,,,: ., ..t:�. -✓,,_! , -,p a.,, ,-. -, . - DUMP LOOPS
. ,� ... ., ;:,, ,,.. >., ,� ,..v, ,,,o-� ...,,,r .. ..:,, .•_, .., �.> ,,,._ �,:>.�:.. � ,„.:; „ . ,. ,.3 .:;; .' :_:;': TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH • "`" 323 WALNUT STREET
SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH
THE FABRIC, WITH EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH •SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, P: [phone]
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
SAGGING.
ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. 6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE a
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM D I
WITH 3 TIES.
OF 8 FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE n €
6 7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
GROUND A MINIMUM OF 24 INCHES. 8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE CATCH BASIN •
' 6, EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT
COMPACTION. r
REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC 9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL [� D Project:
• downhill side witht spoil than t build diversions other methods. Where DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE D �� �� OUTLET i
POUND TENSILE STRENGTH.
space is limited, it may be necessaty to build tie ridge1 hauling in i in . 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. /� Pine Forest I I
`° _ aTHE PROPOSED LINE OF POSTS AND UPSLOPE FROM, THE BARRIER. COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS. !
material. using11 tart theI form8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.
diversion dike when vehicles must cross frequently(Figure .2Ob . 9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.
THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. l
10,DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. SECTION INSTALLATION NOTES I
•• Coarse aggregate GENERAL NOTES: MAINTENANCE NOTES:
� " ',.."!, '-�4 ,, .j 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 TItIe:
1 , w+ * *� « „r OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH a
*�a AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 (INLET PROTECTION SHALL TRANSITION FROM FABRIC &WIRE MESH TO SILT SACKS ONCE FIRST LAYERS OF ASPHALT ARE INSTALLED)
��'���i+�a,€t►�.•�it�iw # 4N� � �,r,��M*+,,ywsaRav •fir#.�.
�_� *; 0 � ° W* e * i � ** / RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. 'Erosion Details
min 2. ENSURE THE POSTS FOR SEDIMENT FENCES ARE 1.25 LB LINEAR FT ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY,
MINIMUM LENGTH OFA 5 FEET. MAKE SURE THAT STEEL POSTS HAVE 2, SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
,# a,dr'0 ;, €,«-**,,, ,, ; �; , ; , ,,,0*,4" , *-***01,....,,,,*.*,,, ,; .. i PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
''• }-4-- �„ 3• FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
�i ° 0WIL � g1 FABRIC SHALL BE REPLACED PROMPTLY.
� � � .. 11 ..'; t 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
� ° tyia1 �. .,� HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN INSTALLATION.
" 3.FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE
RI � PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM DIRECTION OF THE ENGINEER.
TO THE EXISTING GRADE, PREPARED AND SEEDED. 4.FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR I
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME). •
Figure 0.20b Temporary gravel diversion act tar vehicle dressing(modified from Va S ).
Project No. Drawing No.
• TEMPORARY DIVERSION DETAIL 2712
DWG File Name:
•
,
2712-EC Plans

4(
Dien I[Is��"II1✓t
Di+ min
Alt,
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ip
b l l €a -rap of
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Vniin
,1 ��PITL -
' min emla 1 - II
level ctlo � t l � _
Top"Of
fill (iE1, 1d)
T
WATTLE WITH PLYL I (PAM) DETAIL
NOTES: _
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE. -
SHLd• USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 ul. NOMINAL CROSS SECTION.'
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH $O FLOW WILL NOT WASH AROUND
WATTLE ANO SCOUR DITCH SLOPES AND AS DIRECTED...
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DUWNSLOPE STAKES AT AN ANGLE
TO WEDGE WATTLE TO BOTTOM OF DITCH.
Se. Inlet A PMOVIDE STAPLES MADE OF GAZE IN. DIAMETER STEEL WIRE FORMED INTO A
U SHAPE NOT LESS THAN 12" IN LENGTH..
EDGE OF PAVEMENT INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE
EXCELSIOR WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL MATTIND IN ACCORDANCE WITH. SECTION 1031 OF THE STANDARD SPECIFICATIONS.
O C�Q PRIOR TO POLYACRYLAMIDE (PAY) APPLICATION, OBTAIN A BOIL SAMPLE FROM PROJECT
LOCATION, .AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
MATTING TO BE APPLIED TO EACH WATTLE,
BACK INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY. CHARGED PAM OVER WATTLE WHERE
SLOPE WATER WILL FLOW AND 1 OUNCE OF PAN ON MATTING ON EACH SIDE OF WATTLE. REAPPLY
PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.60 IN.
PAM
(2 OZ.)
ISOMETRIC VIEW
FLOW
2'(MAX.j 2' UPSLOPE
STAKE NATURAL GROUND `�'sxntces •. PAM .STAPLES PANS
IN A (1 oz.) INSET B (1 oz.S INSET C
� du
MATTING- -� ~
✓� �2' DOWNSLOPE UPSLOPE
STAKE STAKE DOWNSLOPE
CROSS SECTION STAKE
VEE DITCH PAM
2 IN. Bo. It c 2' UPSLOPE VAR'
STAKE NATURAL GROUND FLOW --'-.
IQIIC
PAM B.e meet B MATTING
MATTING- - 2' DOWNSLOPE
CROSS SECTION STAKE
TRAPEZOIDAL DITCH TOP VIEW
figure _ Rock . [p iIl1 p1Otl: plan f1mand -6t[tirq view
STAPLE
49 (1.2
PATTERN GUIDE
M) WIDE ROLLS
'"
STAPLE PATTERN GUIDE
6.67' (2.03 M) WIDE ROLLS
)
STAPLE PATTERN GUIDE
85 (2.4 M) WIDE ROLLS
SLOPE INSTALLATION
10-
c3OCm>
�
P
5cm-12p5cm
� ( )
NORTH
NORTH
NORTH
NORTH / /\ \ \ (156cm)
\ \ /\/
AMERICAN
AIvIERICAN
AMERICAN
AivIERICAN \\/\
� (�,y VJ O
GREEN
GREEN
GREEN
�!
GREEN ;a� .:.;:.......:............:.:>::;..::::....... c,5 cm) O
EROSION CONTROL Products
O 4.00' [1.22M]
EROSION CONTROL Products
O
EROSION CONTROL Products
O
EROSION CONTROL Products 1''` +
W .
C
Guaranteed SOLUTIONS
14EVA HIGHWAY 41 NORTH
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
�
Guaranteed SOLUTIONS
14EVA HIGHWAY 41 NORTH
4.00'
Guaranteed SOLUTIONS ' • W .
3B i • «
14649 HIGHWAY 41 NORTH r
EVANSVILLE, IN 47725
EVANSVILLE, IN 47725
3' 0.9m
( )
EVANSVILLE, IN 47725
[1.22M]
EVANSVILLE, IN 47725
800-772-2040
www.nagreen.com
9
8.0 ' 2.44M
0 [ ]
®
-� 2 0 M
800-772-2040
www.nagreen.com
6' 1.8m
800-772-20401.
www.nogreen.com
9
8.00' 2.44M
[ ]
-�-
0
2.00' 0.61 M
[ ]
-
800 772-204D
www.na reen.com
9
..'
.00 .61
1.Om 33' (1.0m)
C
O
i
/
5.
4.00' [ 1.22M ]
1 .6' 0.5m
( )
1.
4 00 22M
[ ]
3' 0.9m
( )
2' 0.6m
0.7 STAPLES PER SQ. YD.
Q
0.8 STAPLES PER SQ. M
Q
s' 1.Sm0.7
)
4'(1.2m)
PER S . YD
Q
0. STAPLES PER S . M
( $ Q
-- 3.3' 1,pm
®
©
1.6' (0.5m)
0.7 STAPLES PER SQ. YD.
(0,8 STAPLES PER SQ. M)
t
3.3' (1.0m)
®
©
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER, AND SEED.
-
- 3.3' (1.Om)
DO
2.00' [0.61 MI
1.50' [0.46M ]
2.00' [0.61M]
1.50 [0.46M]
NOTE: WHEN USING CELL-O-SEED NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
4.00' [1.22M]
3.00 [0.91M] ®
4.00' [1.22M] 0
3.00' [0.91M]
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
-SLOPE
WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP PORTION OF THE TRENCH. ANCHOR THE
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
2.00' [0.61Ml
®
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
-►�-
2.00' [0.61M]
®
�-) 2.00' [0.61M]
g
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
®
1.15 STAPLES PER SQ. YD.
I
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,
�-�
2.00' [0 61M]
3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
(2,0 STAPLES PER SQ. M)
W
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
4.00' [1.22M]
4.00' [1.22M]
®
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM`M , STAPLES/STAKES
®
®
I
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
®
®0
ON RECP's TYPE.
1.3 STAPLES PER SQ. YD.
STAPLES PER SQ, M)
1.7 STAPLES PER SQ. YD.
STAPLES PER SQ. M)
OD
1.3 STAPLES
STAPLES
PER SQ. YD.
PER SQ.
1.7 STAPLES PER SQ. YD.
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
(2.0
(1.5
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.
Y
-
4' (1.2m) O
4' (1.2m).-
3 00'
[0.91 M]
a
1.50' [0.46M]
3.00' [0.91 M] ®
1.50' [0.46M]
20" (O.5m)
Y r 10" (0.25m)
3.00' [0.91 M] 0
1.50' [0.46M]
®
3.00' [0.91 M]
1.50' [0.46M]
0 T -2
20" 0.5m)
O
® ®
W
®
®
2.00' [0.61 M]
� i ®
1.00' [0.30M]
O Q Q
-I I 2:00' [0.61 M]
-1.00' [0.30M]
4.00' [1.22M]
-s-
2.00' [0.61 MI
3.3' (1.0m)
4.00' [1,22M]
2.00' [0.61 M]
®
W
® ®
1.00' [0.30M]'
®
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.
3.6 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M)
(4.3 STAPLES PER SQ. M)
(41 STAPLES PER SQ. M)
(4,3 STAPLES PER SQ, M)
REV. 01/05
REV. 01/05
REV. 01/05
REV. 01/05 I
DATE
ISSUED FOR
I i= _`_V
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
Engineer:
R. Joe Harris & Associates, Inc-,
Engineering • Laud Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, 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 Seal
�o�ESS/pN®%q''.P%
AS%
w ° m SEAL z P SEAL �® E
®� > S C-4168 ^ 036836
o�8
®� , . ff,
�r/P71 &Svc" ✓'® 9° °°� �°�°�
�Jrro'aua�®1 �.��_ ��fi �rrnea'`te>t'te
Project Manager Drawn
D. Gates C. Brown
Department Manager Chocked
P. Murphy P. Murphy
Print/Plot Date
December 16' 2019
A ,built Drawn Asbuilt Date
Client
The Johnson Group, Inc.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project.
Pine Forest 11
D rawing Title:
Erosion tails 2
Project No. Drawing No.
2712
DWG File Name:
2712-EC Plans

, DATE ISSUED FOR ,•,L,V.
NOTES' 10/05/18 Initial Submittal to City of Statesville 0
WATER ENTRY UNIT WATER ENTRY UNIT 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
/ WITH TRASH SCREEN GENERAL NOTES: WITH TRASH SCREEN GENERAL NOTES: TO BE DESIGNED BY THE ENGINEER. 11/16/18 Second Submittal to City of Statesville 1
/ 1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE 1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE 1
PIPE. I PIPE. 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 2
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
-BlEI dd oddk CONDITIONS WARRANT A CHANGE. o CONDITIONS WARRANT A CHANGE. OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 09/19/19 Third Submittal to City of Statesville 3
tnnn nnnr .i . 3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS. 1 i ° trinnLnnnnr 3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS. 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
4 4 . EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION 4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION CULVERT HEIGHT. PLAN 12/16l19 Fourth Submittal to City of Statesville
• INSTALLED. INSTALLED.
41
ORIFICE OPENING INSIDE THE ORIFICE OPENING INSIDE THE 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
Li 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
HORIZONTAL TUBE WITH AL HORIZONTAL TUBE WITH A
• - DISCHARGE END OF THE PIPE. -s DISCHARGE END OF THE PIPE, SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
ri - CONSTANT HYDRAULIC HEAD 6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT CONSTANT HYDRAULIC HEAD 6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A 'CORRECT SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE '
�J MANNER. v 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
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 ��+-' �,
Nip if3::::...
��uv' z -
SCHEDULE 40 PVC PIPE SCHEDULE 40 PVC PIPE 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% oR GREATER. i+���� ��
EARTHEN EMBANKMENTZVI r �,
BARREL OR ARM) (BARREL OR ARM) MAXIMUM HEIGHT OF FLOAT WHEN NO 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING Z ��*! 411A1„'10��' B
CHANNEL SHALL NOT BE ALLOWED. B + �� �� y '
i ' CMERGENCY SPILLWAY OTHER STORM WATER DISCHARGE !%t• +.►+o jam* tar, �,
I, �, OPENINGS EXIST 8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON '�r!�j`�! �'+�7��!A
1111 (MAJOR STORM EVENT) SHOULD BE CONSTRUCTED IF POSSIBLE. V � ���,'MfAi►��`+'ila'�'s��
V
LEXIBLE HOSE EARTHEN EMBANKMENT I� LEXIBLE HOSE yj► �yzikom�espoi,�
FLOAT EMERGENCY SPILLWAY FLOAT-i Y 9. DEPENDING ON SOIL CONDITIQNS, WASHED STONE OR FILTER FABRIC W
PVC VENT WILL BE NECESSARY UNDER RIP RAP.
PIPE INVERT OF LOWEST STORM
PVC VENT 10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
• -I f I-I I WATER DISCHARGE OPENING NATURAL GRADE
I I-i t-I I i GRATE PIPE MUST BE STABILIZED.
• (MINOR STORM EVENT) W
_ III-III-II 1 .,
SCHEDULE 40 PVC PIPE FLOAT FLOAT NOTE FOR ALL UNSPECIFIED PIPE OUTLETS, A MIN 6'x6'
TOP VIEW III=II \/ nlnnnNl!ttlN.I!I!I!nl!lun!I!Ihnnln FLEXIBLE HOSE MUST BE M RIP RAP M , 11
=I 1 El (BARREL OR ARM) TOP VIEW E W III "SPLASH" PAD SHALL BE INSTALLED AT ALL STORM
PVC VENT PIPE III-III-I -I SECURELY FASTENED TO 1 �I • I)
DISCHARGES. 12" MIN. DEPTH OF CLASS I RIP RAP
F1=III=1 FLEXIBLE HOSE VC VENT PIPE I STORM WATER H A T w
THE WATER QUALITY WITH FABRIC. q ti:"� ' �#���'`
III-III=VITA ,1 DISOPENWG-� DISCHARGE OPENING .i..0...7.111.. jr,'� ' r�w4 ! �'rrb��'
_ OUTLET L W DEPTH STONE SIZE
_ I l - O Bored End Section#100 14,00' 16,00' 24.30"min, 0,45'
- `' ) POTENTIAL FOR PIPING CAN - ��� 7 ( 1---- / OUTLET PIPE _ C1111 Flared End section OO 20.00' 23.00' 16,20"min, 0.60' NOTE: LAYER OF FILTER FABRIC
\___ OCCUR, PROPER DESIGN `� \ J / Basin Discharge g100 Z0.00' 22.00' 37.80"min. 0.70' MINIMUM H=2/3 PIPE DIAMETER
TO MINIMIZE DISCHARGE _ 7 Basin Discharge/200 19,50' 21,00' 43,20"min. 0,80' SECTION B-B
AROUND PIPE MUST OCCUR. _ . = FLEXIBLE HOSE
_ _ H L = 1,4 X DEPTH
I- L = 1,4 x DEPTH ° (- TO THE OVERFLOW
I- I- MINIMUM LENGTH APPLIES * MAINTAIN AND MOVE AS NECESSARY EXISTING STORM AND EROSION RIPRAP MEASURES UNTIL REMOVAL OR
TO THE OVERFLOW I CONVERSION TO FINAL STAGES IN NECESSARY,
WATER ENTRY UNIT . MINIMUM LENGTH APPLIES
I I WATER ENTRY UNIT I
I ��IIfII�'t���\��k - I SCHEDULE 40 PVC PIPE ,
( AR ARM)
(BARREL OR M
i
J I I'-1 I I-1 I III -1 I I-I 1 I
END VIEW SIDE VIEW MAINTAIN DEPRESSION TO - _ [ I' END VIEW SIDE VIEW MAINTAIN DEPRESSION TO =�II=II=-_:- RIP-RAP APRON AT PIPE OUTLETS
DISCHARGE PIPE MINIMIZE CHANCE OF MINIMIZE CHANCE OF-- Knowwha#'s below.
SCHEDULE 40 (NO SCALE) SKIMMER BECOMING STUCK (NO SCALE) SKIMMER BECOMING STUCK �o �o�1
DRAWN BY T. R. EVANS 10/10 DRAWN BY T. R. EVANS 10/10 ' �jeR�c�',M� NwX C°r�ttirtic One Call Center before I dig. I:
J. W. FAIRCLOTFI & SON INC. J. W. FAIRCLOTH
__ „& SON INC. , AOSTS F t/
® - / - FARCLOTH S'IIVME�- DISCHA�GI- SYSTEVI WITH OUTLET
WWW.FAIRCLOTHSKIMMER.COM
WWW.FAIRCLOTHSKIMMER.COM
' F A I CLOTH S K I Vl M D I S C H A G S YS T E V WITH E M 3 A N K V \ T ' TELEPHONE: [phone] t TELEPHONE: [phone]
TOPPREVEN OPAGG NG IRE Engineer:
FAX: [phone] S TR U C TU E FAX: [phone] %4%%%1 0::4
EMAIL: [e-mail] EMAIL: WARRENWFAIRCLOTHSKIMMER.COM
)441k111111‘ +.
�``,\` I1►444 �++++++ ' HIGHER BAFFLE
SHOULD BE Os" r /
\livizik441:11:::104.41.�/ % 4 I, I�++++++++++++++++' THE SPILLWAY S / >::
NOTE: 10,
� �• • •\ �`�+:+++++++++++++++`�1. IF ALTERNATE SKIMMER IS TO BE USED ON SITE, CONTRACTOR IS TO PROVIDE ENGINEER WITH SPECIFICATIONS SO �+++++++ •♦ ;
CALCULATIONS CAN BE VERIFIED TO ENSURE DESIGN WILL NOT BE AFFECTED. `,'I �/,t t�++�++++++++++++++`N. '': ,•
�" j
All.k •, , /1' 700 G/M"'2 COIR MESH +i���+.►��+�L i
OR EQUIVALENT STAPLED
OR TRENCHED INTO
1 ! i1 it it > f BOTTOM OR SIDES
TURF GRASS VARIES BAFFLE INSTALLATION STEP 1
BAFFLE INSTALLATION -STEP 2 R. Jac Harris & Associates, Inc.
GENERAL L NOTES-SEDIMENT BASIN �+ T
, r i r , �. GEOTEXTILE FABRIC ,� Engineering . Land Surveying • Planning
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT. #
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 III 5' MIN. BAFFLE (TYP.) „ .!1
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. IN THE EVENT SPILLWAYS ARE CUT IN FILL, SPILLWAY SHALL BE CLASS B CONCRETE +t vCasey Suite 101,Fort Mill,S.C.29708 P:[phone]
,,
LINED WITH FABRIC Sc 12" MIN. DEPTH OF RIP RAP OR LINED WITH AN APPROVED EROSION CONTROL BLANKET AS DIRECTED BY THE ENGINEER. I I I. I CLASS I RIP RAP • EARTHEN BERM O t 7 Ben Drive,
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN I (TIE TO NATURAL No. 4k1r4r,
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) �' ,... !!r ,.,;:. (SEE POND DATA BLOCKS �, s
III .�•:''.1 I• FOR PIPE DIAMETERS) - - IE�y,I; 4/10P 4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY. 18"MIN. ° I I ( _ �` �A� ��jg �1, y g� �p ��y
-I ( TIE TO NATURAL - \11'I 111 11 $) V 9i . �0.J 1 0 1'I e7 0�.5�1 i
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED. '"'�'.': -"• .' ,.':;,' :'y'• GRADE %ilkikh,, \�1114`'1`i`o
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER,UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER, I I: .. .7;.::% :":'.:. .':•,'':`" '': I I II• III (- $ ♦� Oj���\� �1`�\�\,\���7• SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION. • Y1I -„� �,,- 20' `S'�`1 %% 401�� .11;\1t14t,
M v''=:' ; .;.•.y. '•,' ♦�F' �411 4441 1 11C14 �01,1
t IN. .1 G 1\ 1 1 1 \ 1 1 1
' 8, STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM1:....': .'....'......'.`
•' < :�••; 1 1 1 11�'11 Zit
jpilibbs
CLASS B CONCRETE CARRY RIP RAP UP CLASS I g *i 111 111111$4. `.t1 1CI11o,r_
BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND III, : ', `.' ,`' ;'.;`:.:' <'.;� ;III• } RIP RAP '♦ 1 1 1 1 1 �1 1 `I
STORAGE VOLUME REQUIREMENT IS MET. THE :4.;,.. III I- SIDES OF SPILLWAY R 144111 1 1 A 1 1 I W This drawing shall not be used for construction purposes until the
SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS. .1:'' ' r _ • No411111`\1 1�10 1444 �,101.6.li, 9 P p
9, REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA, IF CLEAR WATER FROM UNDISTURBED AREAS IN I '•}` :.:',; •.�-!^. .•'•': +.''•' 'I II TOP OF BERM - I I- ,11,4 1r 014 11�1��;11����� seal and signature of the responsible registrant appears on the
DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS MAY BE SIZED BY DENUDED ACRES. + • Lei1 1 1 1 \ 1 1 drawing,and proper permit forms and related fees are transmitted
r- - - =I ���111�!�i1 11\IM`Ij'�„4::.:;. u..... :t! ..: �.'.:•.'';i:;��1 II' `.../�.,� �- 1' .,...
RECOMMENDED STORAGE IS 1800 CUBIC FEET OF STORAGE PER ACRE OF DRAINAGE AREA. -I I T - ipp_--.4,,,,,
4110 1111 11�.1r.tl.��a bythe Owner,Owner's Agent or Contractor to the Authority
.. ... Ir'ti rrr _ - - 0 11q pl � 9
10. THE LENGTH OF THE EMERGENCY SPILLWAY IS TO BE BASED ON A 10 YEAR STORM (LESS FLOW THROUGH BARREL). I I j1 I-II-Il I�1111��4
I�� I-I I-I III L_ ,- - v 1,4 •.,ski ,_ I having jurisdiction.
11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES _!i SPILLWAY Al � -- `qk
�,,,`�l1111 1� ..
SHOULD BE PROVIDED IN THE BASIN REGARDLESS OF THE DIMENSIONS TO IMPEDE FLOW. o 0 o 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 , p p __ ♦ /j �111l111111 CLASS I RIP-RAP • � %11111111 /
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN. TRENCH WIDTH VARIES ,• I � � '0`�9 CA I��, ���e \, CA ','/�
13. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS. 1'MIN.-a- 1'MIN. TRENCH WIDTH r� V *w '*•II- *411r
e% ``` Rots'', ee `C` /T(' �i
t'MIN--it..- �- -°r-1'MIN. SEDIMENT TRAP ' o
c, r, > o r U I: OR BASIN eeO� °000000000° G7A'i✓� oreQ� o oo.00 ��j'��'14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT. l 00 \ 0 { C o4 Qof ESS'°°o,� o
!Hi,
�i 'r. • � -�IIR"` �.,, ,'` \0 0`LJSIO° a 7 �i •� o Q\` /O�o r v
HEALTH, AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. I_I ,., T T1 o 4, o . a Q 9 o s
ANTI-SEEP. COLLAR .II:1 "AI"0"�►":. .�*► I= PERSPECTIVE VIEW ° � �< go ft,
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-I = NATURAL GROUND o SEAL 8`'' SEAL Zo ••
L I I- -_- -LI(=1 -I I_I 1=1 = =I _=1 I
16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED, THE SILT FENCE MAY BE REMOVED IF PERMISSIONjT 1-_ �911= =%n : G-�m ~ �°
HAS BEEN GRANTED BY THE CITY/COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN RIP RAP&FILTER FABRIC 'n- T1141 III I1. I HI c.-- . C-4168 e o o 036836 r,z:
ESTABLISHED. (INSTALL TO TOE OF SLOPE) 0'o�FF °" a**` .0'odd .4,o
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 .1:./5'°°°°;?/Nc&S °� �" o S' °° �w
oo°ao°° d oa o°° °. 9
CHANNEL OR WATER COURSE WHER 50' OF BUFFER IS NOT PROVIDED. EMERGENCY AY » oq��� o ,G\�ee\ �, ,',i�7.,
°oo v`eeeeoBA LES 1. DRIVE STEEL FENCE POST AT LEAST 24 INTO ,t' $&ASS `� y��� /( � M 0oaei SOLID GROUND ���1/111111111,`' /1 /i1i11110
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� P.Manager Checked 1,
TOP OF BERM WIDTH r. Murphy Murphy
TOP OF DAM 1 I (10')
Print/Plot Date
DESIGN HIGH-WATER 1' FREEBOARD 4liallalliaL December 16, 2019
SPILLWAY CREST L) FOR LENGTH SPILLWAY I1 11=11 11ITIL1111=11_ L
1n-u=n=il=n Asbuilt Drawn Asbuilt Date
• ,1i=.i1=n ITVIu n n
,i=ii=ii=11=11.=11-II 11 2. FLOW
REMOVABLE TRASH RACK IS OPTIONAL i-11-11-11-11 0=11 IT 1; �5 MIN,
11=11=1ta1�=11= -r TI 'ILk
1' MIN. FOR EASE IN MAINTENANCE. 11=11=11= 1=_ T u I[-1 I
11=11=11=11- (=,. TOP OF BERM
DEWATERING 'i1-11=1- 1-.III
11=11=1 I=1 11 11 r II !I ., - !
it-:11=R nunuu i(MIS) Client
SKIMMER Maki• 4-1 11 1 Ir It r
TRASH RACK 3 II 2 1.0: EMERGENCY SPILLWAY CREST -I ,II 0 II T 0 TI
RISER CREST (SEE DETAIL) �_--- yI[ R
1 r- 1 L�l l,.l BAFFLES M +i_.. •.w
f •
Ir�-'J11Vt-� • SEE DETAIL) WATER SURFACE '��I111 III 11111 I Il I110 1� 1�
' r L r Q III=If-II SEDIMENT STORAGE :•y/F: . 0,jj 'p"'!1:_Ih,�,,, X 7 1 1 ! �� ROUP .
PRECAST CONCRETE RISER 11-11-11= 2 I il_u I u u Ir=n a 1� u:!i> 2 1
Y �.� 1=11=.11�11 MAXIMUM LEVEL OF SEDIMENT CLEAN OUT STAKE tl-11 IOW I II Ir II II�II I 1
r-11-11-11. (CLEAN BASIN OUT WHEN \ II 11 II 11 1 111 S II 11
• SEDIMENT CLEAN I'_�..I_I_ THIS LEVEL REACHED) 1ii=ii i1=iI=I II=II ii=ii 11R111r1111ti i1=0l 323 WALNUT STREET
OUT ELEVATION `=11=11II�II RIP-RAP APRON c II Ll=i IL Iru 11 II II II II II Lauri ,
4=II'=11=11= 11=1 Zm /2 Ir=11 f 11 I I II 11 11 11 11 II Ir II 11 II
I i :�1:=.1r.= 1 Lf r II _ It,il 0 1,0'u a u ir-u II R,Ir-u II u- STATESVILLE NORTH CAROLINA 28677
Z 111',1LI11 ._ II.11=r /CIl�I - u , or'r.._ , t rap n f
d=
CLEAN OUT DISCHARGE PIPE (BARREL)
Z/2 STAKE - IrrR z=,-lr - t�;�_it n rr _ - _rr__ - - F'. [phone]
11..11=11 If-�=-
SECTION THROUGH BASIN AND SPILLWAY
BOTTOM OF BASIN /dI1111
3' 4'MIN. RIP RAPProject:
D bra. r .:: i CLASS i OR 2
f 1 CARRY RIP RAP UP /-
I CONC. ANCHOR ANTI-SEEP COLLARS J/ 3 .,�/ I a r
SIZE, QTY. AND SPACING VARIES lior / SIDES OF SPILLWAY-,
' 3•,, I n-n- W
/ �j x\ EMERGENCY SPILLWAY =.1.-- S',yr 1 tr* . I j1111T 1 y 1 Forest
S1'' ,o.Aiiiiiit: e r°'•�•, SILT FENCE 1.5' min. ® a e
II Ir'1,1-111-1'11 It II II 11 T T II II II I11,
••• ?' I 1 II. If II 11 II 11. It II II 1 II II t-
- .p x JI. II11 11 II II Il If II II. II II t I'
♦` RIP RAP APRON THROUGH 2' to 3.5' ILII11=11 II II111111,,11111 11=11.11 11=11 f
SEDIMENT BASIN / / / �j" TO END OF DISTURBED AREA 1 1:=2.IIIIIIL LIT:,Ir11u1I114111r=:IL1111.ILir NATURAL GROUND
DATA BLOCK 1 / \ i II„ „ll��I„�I„Ir,_��;,�LI-,.;I:
I I \\ > 3'MIN.
...'"x'"--x_./x SILT FENCE t'awtlltigTitle:
Outlet Riser Barrel Barrel D S Y L Sediment Storage ediment Storage Surface Area ' Surface Area Drainage Denuded Riser Crest 'op of Dam ':ottom of Dam 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. ' Erosion
Diameter out SEDIMENT SKIMMER BASINDetails
Basin 100 Initial 2.0 x2.0' 24" RCP 2.22% 1' 4.0'I 8' 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 2.0 x2.0' 18" RCP 2.21% 1' 4.0'! 8' IFA 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 2.0 x2.0' 24" RCP 2.22% Iffill 4.0'. 8' mum 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% 4.0' 8' liall 6' 20 IIIIMEEZEI 74,271 CF 10,364 SF 16,765 SF 18.21 AC ! 7.90 AC ' 794.00 796.00 788.00 84.00' '786.5-786 4.0' 23.83 2.00"-788 3.00"
-: - : _ . . ._ ._ IIIIIIIIII,MIIIIII,11111111111111111111111.11111111111111111101111111111111111111- INITIAL PHASE
11111.1111111111111111111111111111 IIIMIIIIIIIIII .. : _
MI � II . .. ._. - - ..
s CONTROL DRAINAGESTORAGE STORAGE CLEANOUT
ANOUT PROVIDED SPILLWAY
SKIMMER
MEASURE AREA REQUIRED PROVIDED DEP
TH Z AREA ELEV, H L T W X SIZE ORIFICE
MI IIIII.IIIII 1.1 IIIII IIIIIIIIIIIMIIIIIIIIIIIIIIIIIIII 11.11111111111111=mumilliMummill....==111111111111111111111111111.11111.111111111....111.1111111
SKIMMER BASIN 500 7.44 13,385 CF 26,558 CF 1,75' 13,116 SF 798.50 3.5' 15' 1.50' 8' 5' 2.50'2.000,2
*NOIE: MINIMUM BARREL SIZE IS 4°PVC -�
P roj':...nu. Drawing Mo.
2712
Ditto File Name:
2712-EC Plans I
_ a leer

DATE ISSUED FOR REV
'10/05/18 Initial Submittal to City of Statesville 0
PROPOSED 11/16/18 Second Submittal to City of Statesville 11
PROPOSED CONCENTRATION PROPOSED
CONCENTRATION OUTLET(TYP.) I CONCENTRATION PROPOSED 05/10/19 Second Submittal to NC DOT L
OUTLET(TYP.) SILT FENCE(TYP.) i OUTLET(TYP,) SILT FENCE(TYP.) CONCENTRATION
SILT FENCE(TYP.)
i
n ❑ ❑. /
OUTLET(TYP.)
U9/19/19 Third Submittal to City of Statesville 31
..0114
SILT FENCE(TYP.) :i— ❑ 0 ❑ ❑ tl ❑ 0 ❑ 0 ❑ ❑ 12/16/19 Fourth Submittal to City of Statesville 1
4:40: — 4r 50-
Ei /4" SLOPE NEW
HOME PROPOSED SLOPE NEW NEW NEW
Ott HOME PROPOSED I
PROPOSED' ❑STOCKPILE\ o
STOCKPILE\ QuLOPE CCTLOCATION / �— ❑ LOCATION / STOCKPILE-� OU 'mLOCATION �m'y U❑ CSLOPE Ima WASH AREA u�o
/ +TEMPERARY !r`�!=����!=+�! TEMPERARY
❑ T ENTRANCE I ENNTRANCETION CONSTRUCTION ENTRANCE
CONSTRUCTION
ENTRANCE
PROPERTY PROPERTY
LINE LINE PROPERTY PROPERTY
LINE LINE
w Z W w W W W w ,
J J J - Z Z. W Li - Z
J J -74
tY
NOTE: NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER NOTE. SILTNOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE 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
MAINTANED UNTIL LOT IS GRADED AND TURF PRIOR TO CONSTRUCTION AND TO BE
IS ESTABLISHED. 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,
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.
I PROPOSED 8110' Know what's below.
CONCENTRATION
OUTLET(TYP.) Ntwg(I,.,W.u[b,a One-Call Center M before you dig '
PROPOSED SILT FENCE(TYP.) SILT FENCE(TYP.)
CONCENTRATION Engineer;
OUTLET(TYP,)
❑
SLOPE
❑ NEW
HOME PROPOSED NEW NEW // NEW
QU UNDER STOCKPILE\ ❑� HOME SLOPE PROPOSED SHOME
O— QU UNDER STOCKPILE ❑� HOME PROPOSED ¢ UNDER STOCKPILE
' r,
0-, X CONCRETE CONSTRUCT. LOCATION O— 43 < , <0 UNDER SLOPE /STOCKPILE U SLOPE ❑ '
m �-1 CONSTRUCT. LOCATION O— \\ ) O-t CONSTRUCT. / � '
Up WASH AREA \ ODm CONCRETE �-� CONSTRUCT. LOCATION n �m LOCATION
=A- to CONCRETE
�o ❑ CONCRETE OD
CO Er) ma X WASH AREA OD x WASH AREA \
DLO pu`�i ❑ _ CO �� WASH AREA � `.
n Q / n ❑u`�i Dv?
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`ta SILT FENCE(TYP,) tin �"-•.. �_ / do �,u.) �� � ;, /
0
` ma / o TEMPERARY SILT FENCE(TYP.) -'**—�` TEMPERARY so
I ❑ ❑ ❑ •41 ❑ ❑ ENTRANCE CONSTRUCTION TEMPERARY
CONSTRUCTIONAll CONSTRUCTION
TEMPERARY PROPERTY
❑ ❑ ❑ ❑ ❑ ❑ a nENTRANCE n n n ❑ ENTRANCE ,� ❑
CONSTRUCTION LINE PROPERTY PROPERTY
PROPERTY
CONSTRUCTIONR. Joe Harris & Associates, Inc.
W ENTRANCE LINE
z J z Engineering ' Land Surveying • Planning
W
Z w PROPOSED z w
J -1 CONCENTRATION z PROPOSED _
a c OUTLET(TYP.)
11 CONCENTRATION
tr OUTLET(TYP.) ii-
Management
EL-
NOTE: 127 Ben Casey Drn e,Suite 101,Fort bill,S.C.29708 P:[phone]
NOTE: NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER NOTE:
PRIOR TO CONSTRUCTION AND TO BE 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
MAINTANED UNTIL LOT IS GRADED AND TURF MAINTANED UNTIL LOT IS GRADED AND TURF PRIOR TO CONSTRUCTION AND TO BE
IS ESTABLISHED. IS ESTABLISHED. MAINTANED UNTIL LOT IS GRADED AND TURF MAINTANED UNTIL LOT IS GRADED AND TURF
•
IS ESTABLISHED.
IS ESTABLISHED. VV VYYV .rjoeharris.corn
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
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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Project Manager Drawn
D. Gates C. Brown
Department Manager Checked.
P. Murphy P. Murphy
Print/Piot Date
December 16, 2019
Asbuilt Drawn Asbuilt Date
Client
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
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Project:
Pine Forest II
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GENERAL NOTES 51T�'/
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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 I I
SCHEDULE(SEE EROSION CONTROL PLAN SHEETS).ALL COMPLETED WORK AREAS THAT HAVE BEEN BROUGHT TO GRADE SHALL BE SEEDED AND MULCHED.
3) CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING WORK.CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL APPLICABLE Murdoo— i
UTILITIES AFFECTING THE PROJECT(ON AND OFF SITE). g Amlfy Hip Rd. �,
4) THE CONTRACTOR SHALL CONTACT THE(NC811), NORTH CAROLINA 811, [phone],AT LEAST 72 HOURS IN ADVANCE OF THE CONSTRUCTION. INDIVIDUAL - A. 1
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
COMMENCE WORK IN THE AREA UNTIL THE CONFLICT IS RESOLVED. MAP N.T.S.
6) ALL EXCAVATION FOR THIS PROJECT SHALL BE CONSIDERED UNCLASSIFIED, UNLESS SPECIAL PROVISIONS ARE STATED IN THE CONTRACT DOCUMENTS. VICINITY - •
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. f
13) IF NECESSARY,SLOPES WHICH EXCEED EIGHT(8)VERTICAL FEET MAY REQUIRE THE USE OF SYNTHETIC OR VEGETATIVE MATS,IN ADDITION TO NORMAL 1
ll
SEEDING. ifiO/Y'.i`11®C CANNA 'b r ;t.
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"). 11 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. Nmx� l zaOne-Call Center d before die.
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
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
ENGINEER.
15) THE CONSTRUCTION OF ALL STREETS AND DRAINAGE IMPROVEMENTS LOCATED WITHIN THE ROADWAY RIGHT-OF-WAY SHALL BE GOVERNED BY THE The CITY /;: y
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 ,,,, :
RISK FOR THE REMOVAL AND/OR DAMAGE OF HARDSCAPES, LANDSCAPING,STRUCTURES OR OTHER IMPROVEMENTS PLACED WITHIN THE EASEMENTS SHOULD ":?;: jc j ?'
MAINTENANCE NEED TO BE PERFORMED. .�_ �� , /./.• i ,::// :.
17) THE BUILDER SHALL BE RESPONSIBLE FOR MEETING THE BUILDING FOUNDATION DRAINAGE REQUIREMENTS AS SPECIFIED IN THE INTERNATIONAL RESIDENTIAL i I ' I.•'• 1 I ��•' I -
• •I
I �y •CODE(CURRENT VERSION AS ADOPTED BY GOVERNING AGENCY). I. ,o ■ J •
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:T .,� N I / I r ~-A L• fil/ ;' •'':
I. : I IAll 'THE INTERNATIONAL RESIDENTIAL CODE. :Y ...... _�/'� ' .
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19 BUILDER SHALL BE RESPONSIBLE FOR MAINTAINING THE ESTABLISHED DRAINAGE PATTERNS OR ENSURING THAT ANY ALTERATIQNS TO THE ESTABLISHED _ Ji► - �P. �m'�" `; ::
., 4 '
DRAINAGE PATTERNS WILL NOT ADVERSELY IMPACT THE RECEIVING STORM DRAINAGE SYSTEM AND/OR DOWNSTREAM PROPERTY OWNER. ! , �', _ ,-,_. --< l;` v I L r _ I /
_ �� , y :: :�:: .. Ro� arrl Associates Inc.
20) FINAL ELEVATIONS ARE SUBJECT TO CHANGE BASED UPON SITE CONDITIONS,CONSTRUCTION TOLERANCES BY AND BETWEEN OWNER/CONTRACTOR,AND ....,„,:-.--.. ...,7*-• �=_� -:--= V - ^••...;,�•-•r14 I�
• OTHER CONDITIONS.
• 21 SEDIMENT BASINS#100 AND#200 TO BE CONVERTED INTO SAND FILTER BMP PONDS AFTER FULL DRAINAGE COMING TO THE POND FROM EXISTING AND :..• •
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DATE ISSUED FOR REV
, 77 .,, : 10/05/18 Initial Submittal to City of Statesville 0
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11/16/18 Second Submittal to City of Statesville I
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DATE ISSUED FOR REV'
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2712-Grading Plan

DATE ISSUED FOR RED/
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
IV IV "A-2,I
ATTACH ENTA-2 ATTACHMENT 09/19/19 Third Submittal to City of Statesville 3
T P I L L _ GRADINGP L PI L L P L 12,16/19 Fourth Submittal to City Of Statesville
PLAN FILE: MONO L PLAN PROFILE mMONO SLR
WITH SLAB WITH TURN W SLAB
LOT SIZE: 1 LOT I . +
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! / / / / 21'
NAGE R/W FRONT (AS STATED IN DEVELOPMENT STANDARDS) Ft
11 LOTDRAINAGE TYPE U U BACK TO DRAIN PATTERNSETBACK
TYPELEI •
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MAY OCCUR BEFORE
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.: �" NOTES; ......� _/ �4 " __
/ i . PROFILE OF DITCH ON r'T/F r 2
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1. PURCHASER SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE O y '"
AROUND THE HOUSE FOUNDATION PER LOCAL 8, STATE BUILDING''CODES AT HIGH SIDE OF LOT*** �V"41t -1�, ���
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PAD WIDTH 42 ' MIN PAD WIDTH 42. MIN
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FALL AWAY FROM PAD BY SELLER, ''.q0 ,,_
(TYP.) / / / ,, 2. WHEN TOPOGRAPHIC CONDITIONS ARE SEVERE AND REAR YARDS CANNOT 2% - 5% SLOPE AT HIGH SIDE OF PAD, BE TIED � / �, , 6%
036 WITHOUT PURCHASER APPROVAL MAY BE REQUIRED TYPICAL DETAILS, NOT TO TO BE PROVIDED ** PAD ELEVATION WILL VARY BASED ON //
EXCEED FOR ***COASTAL AND CHARLESTON DIVISION FRONT SETBACK AND PAD DEPTH /'
�, GRADING TRANSITION. MIN SLOPE SHALL BE 1%
C, a R. Joe Harris & Associates, Inc.
CC) CO
HIGH HIGH TYPE ++ . ++ IDRAINAGE ! 25' PAD DEPTH VARIES VARIES VARIES Engineering . Land Surveying . Tanning
= POINT = -
I- F- -POINT R/W FRONT / (AS STATED IN DEVELOPMENT STANDARDS) / R Management
w (TYP.) ILI SPLIT DRAIN PATTERN SETBACK
C 127 Ben Casey Drive,Suite 101,Fort Mill,S C 2970E P 003)8024799
CD 0 PROFILE VIEW TIE TO NATURAL GRADE
a. MAY OCCUR BEFORE
x: REACHING PROPERTY WWW.rj oe h a rris.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
\ , ------mmi — ____________ ------______, ,
—7 having jurisdiction.
•
i- ‘
N PROFILE OF DITCH ON Corporate Seal Engineer's Seal
TlyMIDDLE OF PAD TO BE T 2• °tlittiitt %t ilit/tt
NOTES; HIGH SIDE OF LOT*** ON •y „O\% trtr', s`°%. �rrl''
MIN. 6" HIGHER THAN '�TUM•gk �� CARS r, m -\N CA ,,,
1. PURCHASER SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE HIGH SIDE LOT SWALE ' `' �/ �', ........... �/ A?..
AROUND THE HOUSE FOUNDATION PER LOCAL &STATE BUILDING CODES AT �4 G ``*.0°“,.Ssio,,:\-7 ;;�'��°vr, Ssj�i°;L9 •..
I i TIME OF HOME CONSTRUCTION. *FALL AWAY FROM PAD BY SELLER. �c) o r,,� SEAL 9�a oW� SEAL ��.
R/W 2. WHEN TOPOGRAPHIC CONDITIONS ARE SEVERE AND REAR YARDS CANNOT 2% - 5% SLOPE AT HIGH SIDE OF PAD " oo C-4168 © ` 4:2 036836 �a
BE TIED OUT PER TYPICAL DETAILS, A REAR STEM WALL FOUNDATION, NOT TO TO BE PROVIDED ** oc,°°°°� v�..r ,, =-�°°...7 ���°°'�
EXCEED 36" WITHOUT PURCHASER APPROVAL; MAY BE REQUIRED FOR PAD ELEVATION WILL VARY BASED ON ',,ti °.;?iNG Sts°o ,c, -,,y °
*** FRONT SETBACK AND PAD DEPTH ss, \� i a
GRADING TRANSITION. COASTAL AND CHARLESTON DIVISION 11-, isd'ASS° .0s- �'X%,c/C L. 4- 0,'`
MIN SLOPE SHALL BE 1% 'rrttrtniiiuv�1`` 97�'�ttrnn'iat}°`°
--- - -- - -- - - - - - - -- - - - - - - - - - - - -- - - - - d-
Ptij
SIDE STANDARDS
D. Gates C. Brown
Department Manager Checked
H NOTES: d P. Murphy P. Murphy
I I p p MI CO aF' 'rin$/Plot Date
r----
'L 'L r'0 11—I IFl1 (FT.) D 6" * THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING ADC C3
j rr19 =CI) STANDARDS: 838.01, 838.11, 838.21, 838.27, 836.33, ' December.16, 2019
* 838,38, 838.51, 838.57, 836.63 AND 838.68.
J� rr1 INSTALL
ACCORDPRECAST
CENQINALLS WITH WINGS AND PAY W LL Asbuilt Drawn Asbuilt Date
m WITH SPECIFICATION SECTION 838. ‹t 1-0 0K3
}� 1-0' 1 -0" * USE 4000 PSI CONCRETE. MCE W - -
CA)
+ * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 !L H,. , Client
.�� '3 ►,' tFOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING C3
� i. ___ 0 I TO ASTM A185 WITH 2" MIN. CLEARANCE.
-'C � IIIIII II�II H2 H2 * PLACE LIFT HOLES UR PINS IN ACCORDANCE WITH H PP I .
1 l �.✓CS(RCP ��l�I H1HiII OSHA STANDARD 182Fi.704. Y LIJ P_� ����I * PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY 0 323 WALNUT STREET
NN III. ' - CONTRACTOR
MIN. / / MIN. RUB �•,,I1 " I ^ — — — ALL ELEMENTS PRECAST TO MEET ASTM C913. STATESVILLE, NORTH CAROLINA 28677
5' 5' +
IN
�, •--• * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REAAR
r 1 -vP: (704) 996-597E3
FFE AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
PAD ELEVATION * CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
48" MAX N8" 0.C.(TYP.) 6REF" B" O.C.{TYP.)
-Ti REFER TO CHART FOR EBAR R OSIZERT
FOR BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS Y
- I ., I — - s AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION 1 ro ,—, 1;
-� I 0, EL ELEVATION TO INCREASE THIS BAR SIZE AS NEEDED. o
•
SIDE YARD SWALE 6 2 s c
r- , Pine Forest II
m x s ra
111
SIDE YARD SWALE .., ENDWALL DIMENSIONS Ili °-
4.51
W2 {FT.) FT. MINIMUM MIN./MAX. MIN./MAX. MIN./MAX. MIN./MAX. MIN./MAX.
xa PIPE DIA. BAR SIZE H1(FT.) H2(FT.) D (FT.) W1 W2
0 : 1.0 #5 0 8" 1.25/2.00 2.00/3.75 1 .25/1.75 3.00/3.75 5.60/6.00 ¢ {
NI m I I I.h 1.25 #5 0 8" 1 .25/2.00 3.00/3.75 1.25/2.00 3.50/3.75 6.50/6.75 2E = nfanfin j Title:
-_- 1.50 #5 @ 8 1 .25/2.00 3.00/4,25 1 .50/2.50 3.50/3.75 6.50/6.75 F--
i�
2.0 #5 @ 8" 1 .50/2.50 4.00/4.75 1 .75/2.50 4.00/4.25 7.50/8.26CO Details= I- - Grading
D I 2.5 #5 0 8" 2.50/3.50 4.00/6.00 2.00/3.00 4.50/5.50 10.00/11.50 co w
VIM
CO 3,0 #5 0 8" 3.00/3.50 5.00/6.00 2.75/3.50 5.25/5.75 11.50/11.75 _1
c`y �;• �Q g 3.5 #5 @ 8" 3.25/4.50 6.00l6.75 3.25/3.50 6,0016.75 12,00/13.25
�� 4.0 #5 @ 8" 3.50/4.50 6.50/7.00 3.25/3.50 6.50/6.75 13.00/13.25 0"`
ni L 4.5 #5 0 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.
2.
- , w 712
:
DWG 'Fie Name:
2712 Grading Plan

•
_ _- -a GENERAL NOTES: - DATE ISSUED FORREV
C7 m 0t` ',."�" §I s't4 I FRAME,GRATE,AND HOOD AS PER Statesville
•G,'I 43'r I+ r+ u n I :} 2, CONSTRUCT TWO SINGLE BASINS WITH DOUBLE INTERIOR WALL. i FRAME,GRATE,ANDHOOD 10/05/18 Initial Submittal to City of Statesville 0
r"1 NOTE: USE TYPE "E", "F" AND G GRATE II �¢ 3. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. , �,` AS PERNCDOTSTANDARND8ao.03 � NCDOTSTANDARU84o.o3
7Q UNLESS OTHERWISE NOTED, a Q}- ,. -
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® ' � _11/16/18 Second::::: :
l C ofSttesville 'IMONITHIC I ; YNFCING O- TING CATCH BASINS SHALL HAVE A MINIMUM DIAMETER COTOSecond NC DOT 2
H• °-'i�79 n Wrt ALL ° � �� . I
D n1-I „v:; � .d- SAME AS OF OUTLET PIPE D3. v �
O _ i 1 a�1! t.-C)aC r t� 7: • -• "" 09/19/19 Third Submittal to City of Statesville
- i I 6. ALL REINFORCING STEEL SHOWN IS TO BE PROVIDED • x .
-p -n t 1--DC W AS CONTINUOUS MEMBERS. (NO LAPS, USED AS A SINGLE CONTINUOUS BAR IN THE SLAB) - 3 -' T '''
▪ t7 CO I--L6.0.� a t `� 12/16/19 Fourth Subrittal to Cit of Statesville 4
- ,._.�:..-.» SECTION - LL SECTION - ®'�' 1=
ALIGN FRAME WITH INSIpE �_ 1vi8 +z! t-I U. i- �
Co 0z es •
C-, - .. EDGE OF WALL TO ALLOW -"' ' III Y INLET , II •, oUTL �J Y '{, /� `+Q' / 4,11:1111111t ,
• FOR VERTICAL ADJUSTMENT 11" = ,- RP )
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-n PLAN 1 .� _po PLAN 3- #4 BARS411 33 m FRAME,GRATE, & HOOD ASS'Y cv ` SA" .a cc 1.4
3- #4 BARS I�' ,..:4.<15:, . .
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!�f o SECTION - AA "* `= 4 SECTION Y-Y 15" to 24" } 11104•
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" 1•- °° ( SECTION J-J 30" TO 36" PIPE �V0��'e RTwITN r�RMINV> 7 ., I
Z * L u�� ..� a "4.) Z o 0 NOTES: "NeRFT Qlieu RRT .
ilk J '"`" FRAME PLAN SECTION .1..1 = ••0 1. MORTAR JOINTS TO BE 112"AND 1l8"THICK. ITN GR
"' CO v 2. FLOOR SLAB SHALL BE FORMED AND POURED. NOTES: 00T Opp P
= '� r' _ +' 3r_07j8n rl ...i ! w BRICK DOUBLE 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 REDESIGNED TO WITHSTAND H-20 LOADINGS
-ri �-17 ii' i,�, SPECIFICATIONS. 2. USE TYPE"E"GRATE.
CO._,W ® I 1 '--- 1 " it . ,_ rj" • 0 M I f) 4. CONCRETE BRICK MAY BE 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
z ( "�- ff , 3" R - 15 T H R U 3 6 PIPE 5. FOR BOXES 8'DEEP AND LESS USE 8"THICK WALLS.FOR BOXES GREATER THAN 8'DEEP USE 12"THICK WALLS UP TO 6'FROM 8"THICK WALLS AND BOTTOM SLABS.
1-1 ® `" -`4*-
`4 I �'''']'' l� 0 TOP.USE 8"THICK WALLS FOR THE REMAINING 6'. 4. STEPS SHALL BE REQUIRED FOR BOXES OVER 3'-6"DEEP.STEPS SHALL BE 12"ON CENTER AND IN ACCORDANCE
I'� � �.-. / '' , ' T 6. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK,EVEN WITH THE INSIDE WALL,GROUTED AND BRUSHED SMOOTH. WITH NCDOT SPECIFICATIONS.
T 411.
r - " 1 1 u PM [ r"� __I 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.
3 ' " 3'-0f1 3kr' e oar+ r " - .1--
1 1-3/9" NOTES: kgCATEgp, DETAIL# REVISED tyTATSu DETAIL# REVISED
-�7-- /2" 1.STEPS DIFFERING IN DIMENSIONS, .,:" �:, STREET 4°sT f.. ROADWAYS
SECTION - IBC '*- 1 't F`;a n COOM CONFIGURATION,S OR MATERIALS
AY ALSO .�,'. �t, CITY OF STATESVILLE G CITY OF STATESVILLE1 1.41 ,/,.
ST-4 MAY 2010 ST-5 1 t
I " ." BE USED PROVIDED THE CONTRACTOR S INDUSINI AGRICRUNIE wouslRx.eoElcuLruxE OR
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2 -11 LI. - ;Iv'. Standard Precast I,' i
HAS FURNISHED DETAILS 01°THE > `�" PUBLIC WORKS DEPARTMENT SCALE: SHEET# >�, PUBLIC WORKS DEPARTMENT SCALE: SHEET#
SHEET 1 OF 2 R SHEET 1 OF 2 1" -- PROPOSED STEPS AND HAS RECEIVED 1" o '".' ,._,'` .yS 1 GAS yti
i" WRITTEN APPROVAL FROM THE ,{X Brick Catch Basin ':v
SECTION - RR p N.T.S. i OF t ? Catch Basin N.T.S. i OF i Know what's b�l�i
840
ad� NCIIODLIEVATION40 03
APPROPRIATE CITY/COUNTY - - 1� 4a
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5/a ENGINEERING DEPARTMENT. 1/2
1/4- t" .:: 2.ALL STEPS SHALL PROTRUDE I .., 1 fq.�4 N4n&,..c One-Call Center _ Call before you dig.
- �•'81 I 4" FROM INSIDE FACE OF STRUCTURE I -- (r4N. 1"DIA,HOLES TAPERED TO '
12" I WALL. �J STANDARD RING&COVER 1-1/8"DIA.ON OPPOSITE SIDE
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PLAN .,. ....... ....... . ... ..._ - .-,
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-i SIDE VIEW �7- (:,,,,e)------4**.t,,,ele
I.y_ji II F-i I 1 1 3/4 CAST IRON `��/
1-4" DETAIL SHOWING TYPES OF GRATES 2r-.1144." 1...4,?2/4.4_.
Q� ' gaPEF II ,a ,/z" I /dl!laNln,., �� A a-vz•��° O COVER VIEW
USE ACCORDING TO WATER FLOW. - rr z„. ELEVATION I ELEVATION I /• ���
r-O M-I Cn ``� v� O 1 141
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"�A WATER FLOW SAG WATER FLOW rr O o, a 3/4" ° N \1^ -N' COVER VIEW
1.111, : ,�'. 1 P CM 1°-•`!' n 5/a, ae°< A o00 REINFORCING t • 11�„ QNGRy6" /C�/S f-i _ .-. _ '/' 7o n-n I >o0 00o STEEL , 7 P$I G \ II • S B__
• 3!4"RAG.TOP0 -,1, q rJ , LIJ L --I- �a o 0 0 40 E�+g �' �/� � \ 718"RAD,BOTTOMcazailawasmaraiwir
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REINFORCING STEEL NOT
• SIDE VIEW - 1/z" PLAN I I RE BE USED IN SANITARY"%FjII ++ COMPOSITE -{ SEWER MANHOLES. _ \Nig
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"TI • a�„ 1. „ . _i�-t/4" REINFORCING STEEL NOT TO HE USED w `� % � `'1 11�/ 11"- Management
17t} �� ® I 1/4 IN SANITARY SEWER MANHOLES. Q pI�I iii_,.,,.,,". .; � - 3,: -,
XI -.'-WATER FLOW ----� SAG -- WATER FLOW -"�- o rn ELEVATION ,a `��
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V �` SLIGHTLY BEVELED 1" , 127 Ben Casey Drive,Suite 101 Fort Mill,S.C.29708
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SECTION A-A = �� �
�gq • DRAINAGE STRUCTURE STEPS SURFACE TO yP�� � I } Y -I '
I �M° S rr rr rr n M G� ,.--,, ...,._.:,;'.......:..... ....:.......� � �6, BE MACHINED --'-fl-^1I2" 20-1
1.3/8 7I8"
TYPE F TYPE "lE" TYPE G TYPE - E �QEB ,x. r-a f- `I( • 'a
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F� -..' ^^�. �� MINIMUM WEIGHT www.rjoeharns.com
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RAISED FLOW ARROW NOTES: 9RG�Q Nr$'' 383LB8 Ra 8-1/4"
-t q,•, �, 1 y 2, ,r f in • 1, A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE "^1'/ F i
y ,� 33,:„ ig HIGH --�� �- i (� OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL '�' Rm IN� 3p�Q SPECIFICATION
RAISED FLAW ARROW ^ �4 "' -' - ' --" '- 1 '�( BEGIN TRANsmoN AT MATERIAL BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED " F T p$I CLASS301RONMEETING •
-
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g, 18 HIGH ��� y Y ® aad c. „„ 0 AT END OF RADIUS IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE u R wITNCR6Ni C�N�RFT� ASTMA48 _ 23.112' 1/2"
`..' ... 111 % I - PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6'. NOTES:
111411
UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED 1. MORTAR JOINTS TO BE 1/2"AND 1/8"THICK. This drawing shall not be used for construction purposes until the
�' ,� `: \\ ?VI _ 1 „ ,�'. r I„_, (J� VARIES, TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN 2. FLOOR SLAB SHALL BE FORMED AND POURED. 34-112 • : Seal and signature of the responsible registrant appears on the
1 q- CO 19 zPLACED, 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 g p g pp
�4. ,- '. I• 2'-s"STANDARD G o SPECIFICATIONS GENERAL NOTES:
-i 1.4 c j CD o E THE USE OF MECHANICAL TAMPS ONLY, EACH AND EVERY LAYER drawing,and proper permit forms and related fees are transmitted
�y ® j/8n /. y9 �Ep 4. CONCRETE BRICK MAY USED IN LIEU OF CLAY BRICK.JUMBO BRICK PERMITTED. 1- ALL CASTINGS SHALL BE MADE OF CLEAN,EVEN GRAIN,TOUGH GREY CAST IRON.THE CASTING SHALL BE SMOOTH, bythe Owner Owner's Agent or Contractor to the Authority
i� -- �. // II"�if ,�J $ EXPANSION JOINT o OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED
' • 6✓" 1. /r .. 5. FOR BOXES 8'DEEP AND LESS USE 8"THICK HALLS.FOR BOXES GREATER THAN 8'DEEP USE 12"THICK WALLS UP TO 6'FROM 9
Y i--1ill INTO PLACE. TRUE TO PATTERN,AND FREE FROM PROJECTIONS SAND HOLES,WARP,AND OTHER DEFECTS.
,-� • ' '' r 1 '� rr �. (1) TOP.USE R'THICK WALLS FOR THCT REMAININGSHALL 6'. 2. ALL CASTINGS SHALL BE COATED WITH COAL TAR PITCH VARNISH WHILE HOT. having jurisdiction.
W 0 "rl 4, `` ``, i�1 / 1' 1 n 1 ry4 C+J STEEL HOOD CATCH BASIN a'-o" 2. ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95%. 6. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE INSIDE WALL.GROUTED AND BRUSHED SMOOTH. 3. ALL COVERS USED FOR STORM SEWER STRUCTURES SHALL HAVE"STORM SEWER"CAST ON THEM.
1 n "4.-1
" '"�V 11�2"fl r „ Li1 1 c '� I o �� 8. CATCH DESIGNED FOR H-0 LOADINGS NOT BE PLACED IN THE RADII OF INTERSECTIONS UNLESS APPROVED BY THE ENGINEER.
` / q, �` 3. STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100X. ADINGS Corporate Seal Engineer's Seal
F-i ® 1` �$ NW v8 112, E 4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
Z 2'_11r' 2'_113,4'r q I tg9AT2pP, DETAIL# REVISED ot>�2XT/sk DETAIL# REVISED a1111111// ►11I111/
EXPANSION JOINT ° - 1t• STREET 4. ,_ ' STREET ��00 t I//I/ ����11 ///// 1
5, BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL. Jj
I, 1 �S,r 1y�rr � _ _ ;, CITY OF STATESVILLE ST-6 MAY2010 U : CITY OF STATESVILLE ST-7 ��.,q��N R ",�, o`����N CARD" �.
-� AA- , DsiRx AGRxutmEE� PUBLIC WORKS DEPARTMENT f' SCALE: SHEET# a3strr.AGRMuuNRe PUBLIC WORKS DEPARTMENT SCALE: SHEET# r��`� °oE�j 5°° {� '�� �1��. o �QF ESS/Q /L�/'~1 1 ° . ■;■'•;•,j ,t±111 � 2' STANDARD COTTER a Brick Open Throat Storm Sewer Frame and ° ° •°
1 �rr -r.{� ---- �.Q yfi' Avg �� d°OF O4,°°9z. •Q �/°
SECTION A-A 1 !I 1� �grr �4 o.P.3o. Catch Basin N.T.S. 1 OF 1 ?' CO3C? Cover N.T.S. 1 OF i ° QQ� 1<oo o�Q 9�p p
SHEET 2 OF 2 TYPE - F cl SECTION A-A SHEET 2 OF 2 NOTE: (�i 11111 SEAL c� _ •r �>
TYPE +� *IP =1 - C-4168 ° z o °� 036836 •*-o
840•03 r 840e 03 1. RADIUS AT INTERSECTION MAY VARY. --� OUTSIDE DIAMETER - s 0%' Z o �.'" o ,
1-1 11. .y , c9 �,°
• CATCH BASIN PLACEMENT AT INTERSECTION i l -- %� ,,ve4)/NG&S.# 4i . %�>;)G, �,. ��`nF u. 9] °°
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S 12.
.z,S'T, I OPTOONE ALL CROP INLETS OUNTN01HIO NEEfl.2 KEYWAY OH W4 BAR DOWELS A HY O_
a,0-0-{ 12"CCNTEH0 AS ONRETED CV TIONON CENTER. USE STEPS MICH NENGINEPLY ER. TON SLABH STD. .
B40.SG. LLJDH
YEN 3 B' 1N DEPTH WITH STEP
SHALL BE RACED '
m 1 ISERFORMS FOR TIC CO'ISIAUAE IS SET IN BOTTOM SLAB OF BO%,.ADD TO CEAB F^C1 0= ONE SUITABLE MATERIAL Project Manager Drawn 2�T1 D y m X I AS SHOWN ON STD.N0-SHO.P9. W 11._.1
xhAO ___ �_-- _-- USE FORMS FOR T THE CON-N T' 4 66 g
Z='00-I1 I - ' CM- Z �J�O p Brownn
C1 zi 1. - SEE FTUGT WITH PIPE CROWNS00.0 MATCHING. QOHG TRENCH DETAIL D. Gates C.
' ➢]., SEE STANDARD DRAWING B40,2E FOR ATTACHMENT OF FRAMES AND GRATER NOT SNOWY. Z
,.,H . .INSTALL 2"WEEPHOLES As DIRECTED we 111E ENGINEER. FI H H -
Cn0 ' INSTALL STONE DRAINS,OF A MINIMUM OF 1 CUBIC FOOT OF NO,TM STONE IN A - W O Checked
'
POROUS FABRIC BAG OH 0W,AT EACH WEEP HOLE OR AB UIflFCTE4 BY THE FNUINEER. Department Manager Checked
_ N , •CHAMFER ALI.EXPOSED CORNERS,. W •n FOR STORM DRAIN PIPES .
YPLAN DRAWING NOT IPSCALE. - P. Murphy P. Murphy
WITH GRATE A FRAME REMOVED NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON Print/Plot DecemberDate •
• '
BRICK COPING(INCIDENTAL) TO BE DESIGNED BY THE ENGINEER. _ _ _ '. 6 2019
CY z PTO ELEVATION - h 2. REFER TO THE DENR STORM WATER DESIGN MANUAL FOR 81 O 1
O '� •-srD,saD,l§FRAME <l J RIPRAP APRON DESIGN STANDARDS, riROPOmS D SEGM NTED
q GRATE Asbuilt Drawn Asbuilt Date
N h '1---( "�I wa DAN : 2 W W 3, RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END ETA NIN WALL
I
m N .',i s" A S•' B;, D N„ : S Pi- .' OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF - -
a' 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR �APPROX 214 SF
m Z -- ❑c A CULVERT HEIGHT, PLAN I X-FIEIG T-6:6 ' - -
pl I' cl cc M 4, THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE , Client '
c SHO' N FROM O WALL
•'0 9 0 I e^'� o SURFACE OF THE RECEIVING CHANNEL, THE AREA TO BE PAVED OR RIPRAPPED ,
a o - - Q ILI s SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE AT RAGE TQ TOP OI WALL: PROPOSED GRADE
,� 'D> •
_ - mr DOWEL I-I-1- SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL, THE '
N CC_ APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. 80/y UNDERGROUN COMPO ENTS _ THE J y�R� GROUP
INC.
'
,0 H M1 m SEE NOTE DOWEL(SEE NOTE) MA.,PIPE THIS BIOS- 1B'�'9 i S�' N IVi li J! - f �J 9 i�1
m Z z m ti 1• 5, THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM NOT S OWN. 1 /� i
m-n . SECTION X•X SECTION Y Y . -'.� WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 �:'� z'• DES GN BYO HERS
A s DIMENSIONS w t� 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. ��-r�1'`ri���'
ENSIONS AND QUANTITIES FOR DROP INLETWASED ON.MIN. taIGHT,'HI - •10 y�` yy
DIMENSIONS OF BOX 3 PIPE .. CUBIC YARDS DEDUCTIONS FOR •► , • <+ �w� - -.. -.-.- - •.
'PIPE SPAN WIDTH MIN.HEIGHT GONG,IN SOX ONE 7, THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING •�-_- -� STATESVILLE, NORTH CAROLINA 28677
- .. ',. � z i `�.:.�. 1--1-J-I=l-t- 1 I-1.--1- 1._I--- +---►---1-
'yy - 323 WALNUT
0 A B BOTTOMLAD ,FT.PER ,.,"„ETE CHANNEL SHALL NOT 8E ALLOWED. c�q�•s":•2��7„�� 7 B R
N ,FT.'HT. lo,,rt"'rv°' C.N. R.C. i.1�I•{� - �� _ g V
H �"�"'+ 'I* . ikonomirimatu•Iirtor r »�1• mo)f1•I s� -
12": S'-0" 2'.G' 2'•D" 0.222 0.222 0.602 G.015 0.025 8, NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON o ef.,..1.5141 it al#11 �ti•�- ''- 0 ) 996 5 7
P
o.S4S 0.023 -0.036 SHOULD BE CONSTRUCTED IF POSSIBLE. v ,�Y� �1�w-wr;Y+7Y.',7 T II T- T1-1 1 i I 1 1 I 1 1 I I t +
a" / / 2 s' 0,703 0.033 0.000 N*•! Iti'i1�ii�`6P J L 1 1 1 e -Cr111 I- I 1- 1 1 I . I 1---""--'
�Y
!/ `! O.STa D.O68 P-oos 9, DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC �y t 1 I I t L i 1 I 1 I I I 1
•
SHEET 1 OF 1 . 0.222 .0.222 R.02§ 0.002 0.12] SHEET 1 OF I W f! I I i r"` ,r I_-11�Tr1,L 1 X7,L�r I�1 1 L--"-.- .
840.14 3D" 3'-0' 2'o' 3 0" 840.14"
WILL BE NECESSARY UNDER RIP RAP. I ''--'I'"- r r I EXISTING GRADE
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED. NATURAL GRADE W Project:
D I d REINFORCED CONCRETE PIPE
a
NOTE: FOR ALL UNSPECIFIED PIPE OUTLETS, A MIN 6'x6' '. M RIP RAP M �'!tr:
' WALL FLARED END SECTIONS "SPLASH" PAD SHALL BE INSTALLED AT ALL STORM
NOT TO SCALE DISCHARGES. 12" MIN, DEPTH OF CLASS I RIP RAP H �* II �.� II • µ, f
Pine Forest I , .
WITH FABRIC, 4��v _ I•. Y
A 780 J....v'.1_.._o 4"w, 4+NSsZ`?a(Ya.nv.
;
NOTE: LAYER OF FILTER FABRIC
E
MINIMUM H=2/3 PIPE DIAMETER
SECTION B-B -- -
OUTLET L W DEPTH STONE SIZE
_______
flared End Section,y1100 20.00' 23,00' 32,40"min, 0.60' 770 Drawing Title:
______ 7 flared End Section#200 13,00' 15,00' 24.30"min: 0,45'
__}WALL Basin Discharge#100 20.00' 23,00' 3240"min. 0.60'
# FB Basin Discharge#200 14.00' 16.00' 24.30"min. 0.45' 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+69.31 Details
WALL '
D'A "-''� � GRAPHIC SCALE
' DIA. DIA.
CC) 0 I-0 CD 0 0 : 0 0 14■16-=AMIUMI
5 0 0
0 1 2•
WALL v• :.:a:.. :.::..'.,°..•-':.:-. • C�) GilS7 CJ L(75 ( �
L.-TONGUE OR cRoovEWALL E WALL RIPW -RAP APRON AT PIPE OUTLETS r o) N. o) o) ti4. 0) ? i -,,.io ft. ,
TONGUE ' 5 i
DIA. WALL oR WEIGHT A C D E DIA. +1 L.J CO 1._ CO F- CO H,. CO F-- CO F-- tn F., COI-- CD F- CO F- tn F- J ,
/
GROOVE -
15" 2 1 4" 2" 970 6" 277" 46" 73" 30" 16"
Project No. Drawing .
8" 2 if2" 2 i/2" 1340 9" 27" 46" 73" 36" r 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" 31"
2712
_36" 4" 3 ,/2 55°° 5" - 63" 34 3/4" 97 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

ISSUED FOR REV
,�
\• 77 V` 10/05/18 Initial Submittal to City of Statesville 0
,� ' 11/16/18 Second Submittal to City of Statesville 1
o� �\ 05/10/19 Second Submittal to NC DOT 2
. co,, ' 09/19/19 Third Submittal to City of Statesville 3 •
, \ .
y_ 12/16/19 Fourth Submittal to City of Statesville �i
.2
. _ if �, 4
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-- ;.1 EASEMENT
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1�o �{ Surveying la 11� in in Land Su v� n eer
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KE"PO r�'
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immirsoll
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u. 127 n Casey-D ire.Suite lll Fort Mill S.C.2)703 Y: 803 802 17J9
------‘------:
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1 .:�...,� p n `. EX. 100-YR FLOODPLAIN
at 4,04,gel; 1111.......17...... 1..... \ „: .••\.„ . \ :: 'i".
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purposes until the
Thi win h II no sed for construction ur u t sdra s a tbeu
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'Q ‘../ seal signature of the res onsible registrant appears on the
r I'•. ' � � ,.-,,._. '' i and g P a 9 pP
// :' 30 \ PROP. 100-YR FLOODPLAIN
-:O.Op
;,.1 \. drawing,and proper permit forms and related fees are transmitted
/ r
/ 1 � � itil
-*--/---.--... "' �` , �; � �••'° b the Owner Owner's Agent or Contractor to the Authority ,
51 , ,, y 9
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MII
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;/ 46 \ • TOP OF BANK
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47 {
I 69 \ ' t Manager Dratr,rl
/, / 49 27 ��: ,
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•
, . A. ..,,,,„,,
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/;` � 'I t . • .:.. 1 D. Cues _ I. Bailey
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/41 1,1,,_,. : ..•,..
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,;,�v� -- • 58 2 `\ \ P. Murphy I�. Murph. ;ter --�'�, I N` 5 ''' o / ( \ I Print/Plot Date
•
.
. -•:.d — -- ......
�' . • 7.• December 16 2019
2 ./' ti
itiev
/ � �040: �._,_ � ��®� �' •_-.. -'�" �—ter.....,,.''' �, � i ,.c+�''�� �•: I � �. �� �isbuilt Drawn Asbultt Date
stii .. \ I I
i.........................__
, JAINii.
•l
Aus,
... :
•• ..•••::.•.::.TL
1.
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■rile i -
.:.....
'►•� •
r 1 . Client
.•.• � 1.5• •/ j� I
1
: :SO
:' G ::. • THE JOHI�SON' GROUP, INC.
/ s •
f1:..' limit,
....r.
/ , : / 1sempa seer ..... \ 323 WALNUT STREET
2 •
•
i T—
1,
A 677
-�•H AR(�LIN 28• \ VILLE NOR C
t
STATES
3 / FT 0� \
.;.7:!„-- ,. . ..
. I P: 704 996-5973
1
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/ 7
8 17
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1 • Project:�a
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:i-------_.../------\-----IY- • - . .. ..
0
.... .. ./ / /171 . . .
•• • Pine Forest II
• 840 = 1111
$20
I
_ , . ....-..... ..i. :....1 .....1":
ti-
./-.:7:-.... .....• •• ..,. ..,,, -.•• .. • ... .. '........ .. ........... ."....... . .:........................... ..,. .."---..., :::::..................
ibil 17" . . ... .. ..
Drawing Title:
_ " ........:...... : Overall BMP Plan
: ;.• • :::'.:..,..... • BMP#100
" / --,,---,1,...
_� _ MAINTENANCE
• EASEMENT
• GRAPHIC SCALE
—60 0 30 60 120 240
Project No. Drawing No.
( IN FEET ) ' 2712
1 inch = 60 IL DWG File Name:
2712-BMP Plan

MAINTENANCE ACCESS - DATE ISSUED FOR I, �/
ADEQUATE ACCESS MUST BE PROVIDED INTO ALL BMP AREAS FOR INSPECTION, MAINTENANCE, AND LANDSCAPING �` - •
--__ - / / •
10t s/1s Initial Submittal to City of Statesville 0
UPKEEP. A 20 FOOT WIDE PERMANENT MAINTENANCE ACCESS EASEMENT FROM A PUBLIC RIGHT-OF-WAY MUST BE •. • 6S
. ,
PROVIDED FOR ALL BMPS. THE CLEARED ACCESS AREA WITHIN THIS EASEMENT MUST HAVE A MINIMUM STABILIZED7 •• \ """' •
J 11/16/18 Second Submittal to City of Statesville 1
WIDTH 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 ' 20 .
/ : :, :
OF ALL BMPS TO ALLOW FOR ADEQUATE MAINTENANCE AND REPAIR, FOR FURTHER INFORMATION REFERENCE CHAPTER ...
•
. . • "`'- � 8 \ :2 ....-/
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, \ \ \ �� > •
• 8�6 ` • 12/16/19 Fourth Submittal to City of Statesville
MAINTENANCE REQUIREMENTS FOR ALL BMPs- N`4
BMPS SHALL BE MAINTAINED BY THE OWNER OF THE SUBJECT PROPERTY. THE FOLLOWING REQUIREMENTS SHALL BE 8�2
j • .. .... ...........i. .. ... . / • .• ••• k
"• MH#102
. ,
MET FOR ALL BMPS THAT HAVE BEEN CONSTRUCTED ON PRIVATELY-OVVNED PROPERTY AND NOT WITHIN A PUBLIC `•.• '• '•. 8/U\-.. - . ..
EASEMENT. `•� I
I
• .. .....
MAINTENANCE COVENANTS, PRIOR TO PLAN APPROVAL AND ISSUANCE OF A STORM WATER MANAGEMENT PERMIT, THE -\ '. ...
____ ... .
�`•-•,, ,,„,,. • .... .:••
.. ...
..
�'�'� .... `' -- • ..•• ` .."""" -�I ...• ..
APPLICANT OR OWNER OF THE BMP SHALL ESTABLISH A FORMAL MAINTENANCE COVENANT APPROVED BY THE CITY OF • `••., ~' ''" .: " • '� L.• '
STATESVILLE AND RECORDED IN THE OFFICE OF THE REGISTER OF DEEPS IN WHICH THE OWNER ACKNOWLEDGES THE
-SUBSEQUENT OWNERS
% "*.................:. ......, .......* ..-- , .
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 `•., ��8 • ,:' •
SPECIFY THE HOMEOWNERS ASSOCIATION OR OTHER PARTY RESPONSIBLE FOR MAINTENANCE OF THE BMP. A `., . �'�� :' $pp ""
HOMEOWNERS ASSOCIATION OR SIMILAR LEGAL ENTITY HAS THE POWER TO COMPEL CONTRIBUTIONS FROM RESIDENTS OF ADEVELOPMENT TO COVER THEIR PROPORTIONATE SHARES OF THE COSTS ASSOCIATED WITH BMP MAINTENANCE. •
• • ` • • - MN 01
�, 1g8 / \ / ,
EXAMPLES OF A TYPICAL MAINTENANCE COVENANT, MAINTENANCE PLAN AND INSPECTION CHECKLIST ARE PROVIDED IN .--. .• , •
0 g6 / ,
THE ADMINISTRATIVE MANUAL FOR IMPLEMENTATION OF THE POST-CONSTRUCTION STORM WATER ORDINANCE. ;. '` •
.••''' ,.•' ,•'. •.. � ' _ ��,.
-:
1, REQUIREMENTS FOR THE MAINTENANCE COVENANTS. BMPS SHALL BE INSPECTED AT A MINIMUM OF ANNUALLY BY • •
Q TS O \ • • - .
A QUALIFIED PROFESSIONAL AS DESCRIBED IN THE MAINTENANCE COVENANT, THE PURPOSE OF THIS INSPECTION
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 "�..� � :_.�.: _.� -�:� � •46 / .--
AND MAINTENANCE REQUIREMENT MAY BE INCREASED AS DEEMED NECESSARY BY THE CITY OF STATESVILLE TO •
ENSURE PROPER FUNCTIONING OF THE BMP. \ \., ""�
• ,.: oa N.
10
RECORDS I M NC ACTIVITIES, P RTIES RESPONSIBLE FOR THE INSPECTION 2. OF INSTALLATION ANDMAINTENANCEA '' \ . • `•• •
.. , :::,.. 36" FES#100 a
OPERATION, AND MAINTENANCE OF A BMP SHALL MAINTAIN RECORDS OF THE INSTALLATION OF ALL THE " ►" 9811
MAINTENANCE AND REPAIRS AND SHALL RETAIN THE RECORDS FOR THE LIFE OF THE BMP. AFTER INSPECTIONS ' _ •
;7,
°
AND MAINTENANCE HAVE BEEN PERFORMED A COPY OF THE INSPECTION CHECKLIST SHALL BE FORWARDED BY • \ • ' o� ., ;: :
THE OWNER TO THE CITY OF STATESVILLE WITHIN TWO WEEKS OF THE INSPECTION. '. in � 1 "•
:' Kno usi aes�el
F®�E�AY 11"-
�iii. II
die._Or 6 ,
l.na One-Call CenserCan you dig.
3. WATERING AND MAINTENANCE RESPONSIBILITIES DURING DIFFERENT PHASES OF A PROJECT SHALL GENERALLY ••''••-... \• a� �r ,BE DEFINED AS FOLLOWS, UNLESS CONTRACTUAL OBLIGATIONS REQUIRE OTHERWISE: ., ;:` 19� '..Y .. . _ .m -
-
..
_ .., ' .rye'' � �.y"1il3j.
•
•
- CONSTRUCTION PHASE: DEVELOPER/BUILDER \\ N . \ "''" • ''`�
- PROJECT ACCEPTANCE BUILDER • °�A TAN ° .1"''
- PROPERTY OWNERSHIP TRANSFER: BUILDER/PROPERTY OWNER ••., • ... , .....• '' ...,.• . . /- /• r'%//-WARRANTEE PHASE: PROPERTY OWNER 1.*
e% %, '/ -/ ,
-OPERATION PHASE: PROPERTY OWNER/HOMEOWNERS ASSOCIATION ' . • / j41r, ''' ,
:a. ,' 11�u�.��p'`.-" 44se�ac`? '.r'.�9�t�a'. '°�,'., "'„4 .°;�'i r ,i.....• / i "': -/, /v+.. d- S 4 r -rypn--,yaV.V y,, .. : ,n.:- ,,,:. . ,� p - -: -..-•S / !;� y:,;..* .,:�,s. �,cv+ ..S S � � rf" �,,. _.,r., y � 'Se'4t,' {'m�.` T`"�,((, • / ���/� ��.:.;-?-
't '"F 2bt '. -A, !':-,1 •�t„, y'Y+. _ 3Y'04'yb.. < i+,. , 5.:" .4.1 R N N ••, \ Y #���//p-t- �-�. --�c.:,�,sy.q,� { , '°:m;�.• y,�•.w,{;;fi:���' l4, ;� �,nFz + - - �. ,�r,�.fk���Q"/ ��% ��-;Jk �, ,, 9,'.•' x .....•.m.r'.stnar.�iilw,',�..i.:euiere+•eas+:e`•uiaar' .�"., ae .�`.• � s>>'�..„ M1, '✓.N` � �:$: il�teCe : Chelule ��,�'3', 3F�".,+. z .r ,a .,.w.w>,. .a:zr,,:.,.e,c>s-Luc.:--a ix.. ..:cuvey rw x., r..a„za.,ra.e:' � �.�,5 .a� � s!..� \ . /f�.. _ � �caC.ea;�'y '� �srtF� . .+ �r "� sin�, „w "§ r�� +ii � . ��� wa�. x -' y � :' ' ? N,s�� 9. i� ,i `x�' q},, y: 'Y� rHED�.Ji..sue`—. w'Yc �4�^, 'c.. \ �,, ' , if • i'`�''�C.,���tC�,�s.':��`''�3�a��� �� sa`a'?�v'`L[# ,�§cam z.s���a'��.$aw:. �� '� d�:��.�.v � •� -.• �•, os� :�.� - �A t\ � • 1��Inspect banks and surrounding drainage areas ' '1lonthly • • , N . / R• Joe I-�arris & Assoc es, Inc.for erosion and stabilize if necessary, .`:,. N\ • ,* ,� / " n 1neerin • �,B11C Surve In o PlB11ni11g
Street sweep parking lot Quarterly \ \ ° Q / , gTrash removed Monthly �t• , �i/ .�► ''�' / .: Management
Inspect outlets for.obstructions Monthly ,�� y
\ , • / /Oa& / / ,, 1'_7 Ben Case Drive,Suite 101,Fott bull,S.C.2970H 1':(SOS 02-t79J
Inspect for clogging Monthly \o �Q /
Inspect inlet grates Monthly ' \ - -
•
Skim sand media Yearly �, �j _ .
Yearlyor at50%full : '` s ° '' rQ / � � • • �/W.rJ��h�r���.�0 •
Pump oil and grit from sedimentation chamber • `' �,. • • / •' ,
Street sweep parking lot As needed (expect 3 years) `. ,-
0 Grass Sand Filter Only , .�n� �- a �sii ���•
I 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, . !'" s" �` / p p
/ / seal and signature of the responsible registrant appears on the
patterns to prevent compaction and prevent weed as needed other seasons 7' ► ' y / drawing,and proper permit forms and related fees are transmitted
growth. Bagclippings toprevent thatch build-up. \ '• S`� /
g pp g p. ;� l+.� / by the Owner,Owner's Agent or Contractor to the Authority
"/. •
ijurisdiction./rot 'hav n
Light fertilizing to establish healthy roots Only during the first 2 years
9
Aerate and dethatch basin floor Every 2 years Corporate Seal Engineer's Seal
,oituliiitill70 ♦ttttllliilladi9�
i' is�� r� �.: `'°�,F; .•. ��S. ,��5 �W� ;'� �. 3�,���r�'��1; V�t � k�, u;,r'al�- ��•�•
;� t 1 t• .. 1 0 P � &y) a.., ..r' c i'L ` x k�. �'r9i F"' �O °°ooe0000° Av ♦♦ O 000°°° ° / y
�z"� •,,:v�� ��1`x4'k�,n= K � f :��-, " ,�� �``, � �� ����� �� A ������:�� � ���; C� GRAPHIC SCALE , o`��� CA���>o ♦♦�•~;� ARo��.
°°o °
., ,, to a ;1 y15 zi ,1 4t r ,. .•.. �. k O 4,., u .:.4es�r1v ° r •r �e °� a+
�� ��� � �� ��.,� .K; ����f, � �� r �` � �.. �o FEss/a -q � : ' o�Ess�ae°�'�'
to a, E
d o
—20 0 10 20 40 80 ti
ti°e
S, �Cs'" '�i' 4 .+. a d`,;qr r' ?yam,",�, �. ` 'q . ,•u o
414?( �� %,�°,� `d y +� ,n, rx �,� ' -:�r k,;�a i. t afiS .1'"-'�.+ "Na ," ) = ° Q� �o o i lec. °
e
�.� r1 'fv iviai iterl r7Ce aria Schedule : I� ��� 9 - ,. a _q •�,
yygg�ss ,r•`u:2v '•,.•>,." 4' ;; w a „'S., ,r �'"`v �.,, A d n r" f}:+ I rl o r .
3,,' ra. •�..'�F..` lr , F�, �i,w,.�.,. .- ,.s,.., :.,.*:.,�,,. .`.ti^„ tr��,. .z. sx> .5,: .-`� „�C`.,-. .�Kt' w�Rm�, `.r ,.,. w,N. .,,tr2,;rf .t-. .- - .'
r.jA x .� �,� ��P, �`•_ � 'r,� . c°r tag x... -��,��,�•:"; . - a,. .�, ^ � C/� rC
° s ,T .Fc�s� x, �`' ,�; ,.,irr,. .r, �°b �' �S.�:'?�'?s�x;� s, ;-xh',o,, �.!� �,,. � Pi
SEAL G7 a • e o W SEAL �o ..
.� }, ,1 .,, Cg��Ns' �+ ���.. ' '`^ r-. F'"; - �.- ",� �" .� a: r-yI I .��,�r . f ,,9 '''� �;l�ra�::�r�"d,�s?5'�:� ��'�¢pt� 5tn:" ���., .. � a Z ..•• --•-� 'kV) c)$
` .:42 _7r °��' A+.JI o3 yap. - b> � " ' ."SCHEI! : fi : 4 " ' p
r �s5 �e;a'+ a � _wse."v.. ` �:..., an,� �"."?- d�,.r3 v::i' ��,. $a,c ?, 4`�, i^:ur=*� ��;,, � .n C-4168 • r 036836
ii
Forebay inspection and cleanout Monthly inspection, Remove sediment every 7 ' :• a �' '1 • �`' "' "
( IN FEET ) 't`-`° �4 v e° °. (k �°° ti
years or when sediment volume exceeds 50% of 1 inch = 20 ft. '',• ,,4(7 .%. G&C °°C\fie eW‘ '',,mil,;°°°°°°e°°°°v�Q ,
storage volume ,.'„ &iA'),o• / __ -'7,,�laiiit1`t.•
0°.%
Bank mowing and inspection/stabilization of Monthly (maintain 3-6 inch grass height) -- •- xn•m-•i--m,-� �--- ' -m-- -"
eroded areas
Outlet/inlet inspection and cleanout Monthly project Manager Drawn
Unwanted vegitation and trash removal MonthlyD. Gates _ I. Bailey
Inspect for structural damage, leaks, etc. Yearly BMP SAND FILTER Department Manager Checked --
Inspect/exercise all mechanical devices, valves, Yearly VARIES ' P. Murphy P. Murphy '
etc. -•.r >...- DETAIL N .T.S. Print/Plot Date -
Evaluate sediment level (remove as needed) Yearly December 16, 2019
Security As needed
shunt Dra:r=, Asbuili Dote
SAND FILTER SUMMARY TABLE TOP OF EMBANKMENT"A"798.00' - -
EMERGENCY SPILLWAY'B"797.00' -- _ �— 100-YR-24HR ELEV.=797.11' / I
Client
__—PEAK CONTROL POST-DEVELOPMENT POST-ROUTING ELEVATION i —
T STORM EVENT RUNOFF RUNOFF TOP OF SLAB-"c"
50-YR-24HR ELEV.=796.67' M-6'
i
��� � � :�� The JOhr�sOn group, 9nc.TOP OF DAM °', r,,m: ' I a:Vi',rt 798,00� o4w �' — w�R.24HR Ei Fv =795s1' - 323 WALNUT STREET
100YR-24HR82.83 GFS 3ca.28 CFS 797.11 ,� ��_ 44i STATESVILLE, NORTH CAROLINA 28677
,� C7,o FOREBAY TOP OF EMBANKMENT 794.00 FOREBAY O
nj• 0 2-YR-24HR ELEV,=793.71' FORE-BAY-SPILLWAY�93,0 ' Q P: {704) 996-6978
50YR -24i iR 71.:1C GF 16.75 CFS796.67. . .- - —
10YR -24HR ;; ::
:::
1.42 CFS 795.81 oP __
_ WQvELEV.=79243' ORN�`( I t eject:0,85 CFS 793,71 c1.• <
Iii.ou
BMP PROVIDED ELEVATION ' T. .:.: �/\--?� r, ", \ Pine Forest II
tJ�1Qv 17,619 CF. 792.43 •� G HDPE UNDERDRAIN `��
l f�C
SAND FILTER 1,625 SF 790,00 RIP-RAP APRON : :.':: :; 1.00'
1.50' `r'• .
•
•
- - SAND TO BE CLEAN, WASHED, COURSE MASONRY, Drawing `t1 :
BASIN BOTTOMS, SHALL BE STABILIZED WITH A �-��� ��; � � ,� ..:�`
WASHED SAND BASE BERMUDA SOD. SODDING "` -- �'= ASTM C33 OR EQUIVALENT, WITH AVERAGE
` SHALL INCLUDE BASIN BOTTOMS AND INTERIOR ORIFICE-"D`' $0.50
Sand Filter t1 00
FY,...
% PARTICLE DIAMETER < 2mm.SIDE SLOPES. AREAS OUTSIDE THESE LIMITS
CAN BE GRASSED OR STABILIZED WITH OTHER ll_=III=11111111 Ir
11► t,4 Owe"'�
'11-1 I I=1 11=11 I `� a
VEGETATIVE MATERIALS (FESCUE, PER. RYE, 1h - ~) �-�`� - _
ZOYSIA, ETC,) -' l i f I rr---ri— .' ' ' A" B
h _`__ I I" n u n nr+n u,rya
POND
SAND FILTER SHOULD BE OPEN SAND AND ELEV. ELEV. j 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 'I 2" 0,00%
Project No. Drawing No,
2712
DWG File Name:
2712-BMP Plan ,,,_ BMP-2
.. ,. , . - . , . ,
.. . :.<..---.-_. ...:._ ;,.....::.... - -=s�x�• .-.: �..—�� . ,. ..--.. - -... ,.. .. - ,- --. , ,.::. ........ ..... ..,.... _:.. .,•.. ,.,,rwr.� Tx._.x.>e rr1.•i+*+,_�isb�:''�a:�9iF.--,.� - ,,,"'A.zr, ..n....,- .Y- - •Is. ... _.

MAINTENANCE ACCESS- MH #201
DATE ISSUED FOR REV
a.a
ADEQUATE ACCESS MUST BE PROVIDED INTO ALL BMP AREAS FOR INSPECTION, MAINTENANCE, AND LANDSCAPING i-
UPKEEP. A 20-FOOT WIDE PERMANENT MAINTENANCE ACCESS EASEMENT FROM A PUBLIC RIGHT-OF-WAY MUST BE f,�',7 I . 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 + I
WIDTH OF 12 FEET MAXIMUM LONGITUDINAL �i'" - _::a: 1 v16/1a Second Submittal to City of Statesville I
GRADE OF 15 PERCENT, AND MAXIMUM CROSS SLOPE OF 5 PERCENT. IN
ADDITION, A 10-FOOT WIDE PERMANENT MAINTENANCE ACCESS EASEMENT MUST BE PROVIDED AROUND THE PERIMETER `•. � •�• :� `' ,-_. •• 05/10/19Second Submittal to NC our• 2�
.......................
..
.....-....
OF ALL BMPS TO ALLOW FOR ADEQUATE MAINTENANCE AND REPAIR. FOR FURTHER INFORMATION REFERENCE CHAPTER •••' ••••"'•"- •-. "'••' --
7 (BMP MAINTENANCE)AND CHAPTER 11, SECTION 4 (SAND FILTER) OF THE NCDEQ STORMWATER BMP MANUAL. "........: • '� + (1,11,.1t09/19/19 Third Submittal to Cityof Statesville•
it it v" 3
" •
:a: / 12/1^0/19 Fourth Submittal to City of Statesville ``1
MAINTENANCE REQUIREMENTS FOR ALL BMPS- • j ........ ••••..
.......... ......
. .... . . ....
----:. .....:...-. ......... .. ... ....
BMPS SHALL BE MAINTAINED BY THE OWNER OF THE SUBJECT PROPERTY. THE FOLLOWING REQUIREMENTS SHALL BE • •. --
MET FOR ALL BMPS THAT HAVE BEEN CONSTRUCTED ON PRIVATELY-OWNED PROPERTY AND NOT WITHIN A PUBLIC -
EASEMENT.
MAINTENA
NCE T
.................. ..
.... ‘.."... .::.................."'.... \..........IT:-:... ......... •N' \...
•
COVENANTS. PRIOR TO PLAN APPROVAL AND ISSUANCE OF A STORM WATER MANAGEMENT PERMIT THE - . ••••"'•"""••' -••••••••'•••'••'"•••� • ••"'•""-'•••••••••...........
4
APPLICANT OR OWNER OF THE BMP SHALL ESTABLISH A FORMAL MAINTENANCE COVENANT APPROVED BY THE CITY OF • .•-.\.., .•.••' ••.•.•
•-
..... .....
STATESVILLE AND RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS IN WHICH THE OWNER ACKNOWLEDGES THE •• -
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 1-\4-
SPECIFY THE HOMEOWNERS ASSOCIATION OR OTHER PARTY RESPONSIBLE FOR MAINTENANCE OF THE BMP, A ..
HOMEOWNERS ASSOCIATION OR SIMILAR LEGAL ENTITY HAS THE POWER TO COMPEL CONTRIBUTIONS FROM RESIDENTS • 24"
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 .'.•
THE ADMINISTRATIVE MANUAL FOR IMPLEMENTATION OF THE POST-CONSTRUCTION STORM WATER ORDINANCE. •
/ \ ..:;. •
1. REQUIREMENTS FOR THE MAINTENANCE COVENANTS, BMPS SHALL BE INSPECTED AT A MINIMUM OF ANNUALLY BY •
• �� ,r, s
A QUALIFIED PROFESSIONAL AS DESCRIBED IN THE MAINTENANCE COVENANT. THE PURPOSE OF THIS INSPECTION ��� 30 " ' :
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 I :'
r
AND MAINTENANCE REQUIREMENT MAY BE INCREASED AS DEEMED NECESSARY BY THE CITY OF STATESVILLE TO �• ' •� e� 5.00 •
•
ENSURE PROPER FUNCTIONING OF THE BMP. : 1
�� •
/:
2. RECORDS OF INSTALLATION AND MAINTENANCE ACTIVITIES, PARTIES RESPONSIBLE FOR THE INSPECTION, n
0 OPERATION, AND MAINTENANCE OF A BMP SHALL MAINTAIN RECORDS OF THE INSTALLATION OF ALL THE '
MAINTENANCE AND REPAIRS AND SHALL RETAIN THE RECORDS FOR THE LIFE OF THE BMP. AFTER INSPECTIONS •
/e M
AND MAINTENANCE HAVE BEEN PERFORMED, A COPY OF THE INSPECTION CHECKLIST SHALL BE FORWARDED BY • / �'� V �ITII MOM
°::
THE OWNER TO THE CITY OF STATESVILLE WITHIN TWO WEEKS OF THE INSPECTION. ' : �_,....�y•-� • % 1��'
• .. ,, Know what's below,
3. WATERING AND MAINTENANCE RESPONSIBILITIES DURING DIFFERENT PHASES OF A PROJECT SHALL GENERALLY /•
�'. , N j i N �aaol„�coneCaucenter blsfisyl>lu dig
°
Call
BE DEFINED AS FOLLOWS, UNLESS CONTRACTUAL OBLIGATIONS REQUIRE OTHERWISE: / \`.
/ ,- Engineer:
- CONSTRUCTION PHASE: DEVELOPER/BUILDER 70.
/
- PROJECT ACCEPTANCE: BUILDER •• `: .
••"..
- PROPERTY OWNERSHIP TRANSFER: BUILDER/PROPERTY OWNER •
-WARRANTEE PHASE: PROPERTY OWNER •
- OPERATION PHASE: PROPERTY OWNER/HOMEOWNERS ASSOCIATION " ' --' - %// -:,,,•:,/ rita ,,A,.
•
..41�^ .s*�` -,L• :a y l4£.., 6"?c' %-`. o ;` •rs ,. r `"�`Wp+ a"r ew e r:-r x., y
,, r,. a ,. a is .y?�, s6 g
Sul id
i
it`s. .t",:a �t-.,' #,a "" �+;t? }9 ker & n {" r ,� �;. ay:. y,�t a^.'t,' }- ` ! • , • ,
---4--------,------,-"-- .; -- .,.n E ^„,,,r h„,a x c, ? :,F<� L / ) 00 / - /
z�`'j {".'�''°-; ts,,ra;`,t, ..F +,k` ,-*«vs�` '` ' yr d -� •-_ }
§ intell�ce and Schedule � � �� ;; -s �n�
{ .S,jy' .,L ,�^ '� 7�,uc" ".:t,e .:na .rre ae._ ffi..;sr„uac. y,.w e¢,sczun. .a.u_.asa ''&� v',wa -s����''.�s3.A : ".
m'
. ,ia * .g .;i g.; #pry C` �+ ; . ;, " � s; �_., :_
•',,' .•. a^",,�� vv- 7 Ae.' b7 •G. „,,,�E :- a - :,u�uk ',ry. s r b,"a';t'}r.:t.c. _ .� ' �/
�=c�.�.�it£�°�"�L'c�m.Se�,� �:��'i___ - __- � _ S�=��.�; 'm' .:,fLrr� -�^ �,:?^�.���.r.S.'x,_'x�'., .n.<�9t_s .���:5 �k�'".�z�a£,� .-
______
•
Inspect banks and surrounding drainage areas Monthly � `,` -:\ ---"' '-"'"- � ate`•• "� -- � Joe �t�r�l� Ste, ���(��l�t�� Inc.
. _ .
for erosion and stabilize if necessary. / �• -c.;_, :........... \ /
41111
Street sweep parking lot Quarterly ....
�- " `�� Engineering Land Surveying . Planning
Trash removed Monthly .•' _� ,r. ..... "� Management
Inspect outlets for obstructions Monthly :::. �' • /
1799
A
Inspect for clogging Monthly / ,.
f
Suite Fort i �9708 Y:(03)S0�
Inspect inlet grates Monthly •
�/ � '' > / �.
Skim sand media Yearly --'_..._ .•. ..,
/ `
Pump oil and grit from sedimentation chamber Yearly or at 50%full -�•
s'� .�,® r�"��.��
Street sweep parking lot As needed (expect 3 years) • • �,
;-v,i"'''a # , r" * '' .a?r-.:+�,," w( ,»j. r:t''`i.•" , \ . ° /
: . ( ,i _ � �� • Grass Sand Filter Only � A� r, •v •,, e- °r /
rah �� y= F `��~ ° r I �,
5..r 'S.' ,s.,t d '.', sue,"','`,LLI., as,'';. .,: .:J / .. •-- �� / ''� . ;1,•°
Mow basin to recommended height in alternating Weekly to bi-weekly, during the growing season, m_. . /� �� ��'r� / This drawing shall not be used for construction purposes until the
patterns to prevent compaction and prevent weed as needed other seasons ''� • �`f °I• n °�•
- - - seal and signature of the responsible registrant appears on the
growth. Bag clippings to prevent thatch build-up. e / , I. drawing,and proper permit forms and related fees are transmitted
- - by the Owner,Owner's Agent or Contractor to the Authority
Light fertilizing to establish healthy roots Only during the first 2 yearsf.--/
- - having jurisdiction.
Aerate and dethatch basin floor Every 2 years • - - -
... I - - _ Corporate Seal Engineer's Seal
c; .' �2„'^;li 4. a.'ati25 ,,"+*.. '':� �`,,' fr"�ervy .s.: =a } ,� . .yr,o '. u - ° !'
,�#',,,. ,.-;,,�- "�f.� pr � ':� , " ,. .� '�?.?" .`,`�`'� ''i A a , ,, c: A l 7 e N.NNN1�``,1 1 CA )/��"1, 1�a`', 71"t a'���I��,I
'(;° ^�, r". ':. •, '. k e#+hM+c � ,;« ,� o,* s '�^uf.t '�ffi / ,r, t�
DDD �/ � � �• � 'lam - � v
d ! g , � J�` n3 O Q I' O
pwt , maintenance and Schedule _ i , e o9 a q ° Q °
���� ter pk� a�s��;�r� "� >� 4�. , F�%�=-v �' 4„ u y a�b"s:
r� S ti- '��, S TE - may`, �"nk^^y SS����-�,K�i� .'s�. "�+ "+ ° �C/
i E TASKS �� f x SCHEDULE � � SEAL • o t SEAL '1 F. � U= W z o
Forebay inspection and cleanout Monthly inspection. Remove sediment every 7 qc C 4168 °1. 036836 o f
Irv° "
years or when sediment volume exceeds 50% of :F°°FFRP S\) ° (13. 1.>'O\°14/ a�'•4>` 1
GRAPHIC SCALE °-,'y °^'c �` ° 1� % °°°°Q ,
storage volume �'�/ ....00�Q. ... I'�)1,4/,
, Q/tK° e°ee v�-20 0 10 20 40 80 �1;11�Se AJ ``�oN 1I 'I;+I111 1�\,,,NBank mowing and inspection/stabilization of Monthly (maintain 3-6 inch grass height)
eroded areas
Outlet/inlet inspection and cleanout Monthly ( IN FEET ) Project Manager Drawn
Unwanted vegitation and trash removal Monthly 1 inch = 20 ft. D. Gates I. Bailey
inspect for structural damage, leaks, etc. Yearly
' Inspect/exercise all mechanical devices, valves, Yearly Department Manager Checked
etc. P. Murphy P. Murphy
Print/Plot Date
Evaluate sediment level (remove as needed) YearlyBMP SAND FILTER #200 December 16, 2019
Security As needed VARIES
-"' "- Asbuilt Drawn , sbuilt Date I
SAND FILTER SUMMARY TABLE DETAIL - N .T.S. Client
PEAK CONTROL POST-DEVELOPMENT POST-ROUTING ELEVATION i
STORM EVENT RUNOFF RUNOFF TOP OF EMBANKMENT"A"796.00'
EMERGENCY SPILLWAY"B"795.00' I The Johnson Group,
Inc.
TOP OF DAM 796,00 - - - - - - i
__ _ 323 WALNUT STREET
100YR -24HR 64.83 CFS 4.282 CFS 794.15 TOP OF SLAB-C" too-YR-24HR ELEv._794.15' _ STATESVILLE, NORTH CAROLINA 28677
50-YR-24HR ELEV.=793.83' - P: [phone] 150YR -24HR 54.40 CFS 1.48 CFS 793.83
Q� tv i
10YR 24HR 34.79 CFS 1,10 CFS 792.01 �� N` 10-YR-24HR Fl EV =792.01' FOREBAY TOP OF EMBANKMENT 792.00' FORFRAY _ 0¢
0 FOREBAY SPILLWAY 791.00' Project:
2YR 24HR 17.97 CFS 0.55 CFS 790.29 - - 2-YR-24HR ELEV.=790.29' -- -_
BMP PROVIDED ELEVATION OQ 76,
-- -
WOv ELEV.=789.39' v `4� SIc'N el I P i e Forest II
WQv 11,736 CF 789.39 lir
SAND FILTER 1,050 SF 788.00 - - - jcv 1.00'
�����
J♦ ,-/ �► "G" HDPE UNDERDRAIN �► rua `'
`-v.
RIP-RAP APRON
1.00' I Drawing Title.
BASIN BOTTOMS, SHALL BE STABILIZED WITH A 1.50' .
WASHED SAND BASE BERMUDA SOD. SODDING
SHALL INCLUDE BASIN BOTTOMS AND INTERIOR • Sand Filter #200
SIDE SLOPES. AREAS OUTSIDE THESE LIMITS `' ti`_'_'.:_``_.::y_:. ':- SAND TO BE CLEAN°`-�- _•'�-_- •`-_•` " ` WASHED, COURSE MASONRY,
CAN BE GRASSED OR STABILIZED WITH OTHER F �; .50' I
ORIFICE-"D" s-' ASTM C33 OR EQUIVALENT, WITH AVERAGE
VEGETATIVE MATERIALS (FESCUE, PER. RYE, PARTICLE DIAMETER < 2mm. I
ZOYSIA, ETC.) r_, ..„,
,,,,___„,,_,,,,,,,it, '� �i i
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:F=1�1E111=111 "� `, ,lam rl c:'
SAND FILTER SHOULD BE OPEN SAND AND
.IIII�IIIL�iII17--
CLEAN GRAVEL/STONE SURFACE. G
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.
i Drawing No.
P 2712
DWG File Name:
2712-BMP.-,..,Plan ..: .. . ....
,
i
r

1)ATE ISSUED FOR ell-`'V
10
;3.1 I I.;.i
10/06/18 Initial Submittal to City of Statesville 0
6
•
1 1/16/18 Second Submittal to City of Statesville 1
,
1' 05/10/19 Second Submittal to NC DOT 2
f 1'
'J'i1 -ii'�fi11L'Sl-'�`�.ir'�Yf1 �CYI��5i "�7'i�
■, , w ■ 09/19/19 Third Submittal to City of Statesville 3
,.�„j ,;.�,, ,„ „� , 2/16/19r } Fourth Submittal to City of Statesville 4
I � ' TURF GRASS VARIES
TURF GRASS 4 N. GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
�.
`l' , , 5' MIN.
MIN.
CLASS A/B RIP RAP 1,rk
CLASS A/B RIP RAP (TIE TO NATURAL ,� 11 =1, €
.,:. (TIE TO NATURAL � .,.. ,.
GRADE)
GRADE)
, 2'
TIE TO NATURAL TIE TO NATURAL
GRADE GRADE
8" 8"
.----- -�- 10 ---0.-- -'® 20'
\\ CARRY RIP RAP UP s.- CLASS AB -mi 1-
% �� SIDES OF SPILLWAY RIP RAP CARRY RIP RAP UP CLASS I
24"RCP I 2' SIDES OF SPILLWAY RIP RAP
1 I �' TOP OF BERM —III-III T ?` III-I I I�I I
,. ,r �` � TIAR—�- j c,:; t•ll1f T=�r TOP OF BERM - - . - _
-, 6 o ORIFICE SPILLWAY tboi �'r': _III _ I1 1' Ih� LAW' � d �'I��r IIIIk
' ► ► T�II �I► III-111=1I
-;.. I — _ I I hJ_r __
i , 1 6"(1)ORIFICE .: da �lr +►1Fis"'o 1r ..�r" �� SPILLWAY agreifelffill*
v
ti
\ _1T II if II E-1111-711-r=1 -II _ _ II-I - = _ - _'_ 11 4R *If 1
0 3' lT 1-III=11�1 I- --ITI=i1-I I-T=1I T11=1I I-�`-1TI C�•w���r �w �►
MANHOLE ACCESS -11�- 1=1T1= IIf=T�-l-I(--ITi= -11 IT_I -�11--II(=T11 1T= -
M1 TO BE PROVIDED r 1=111-I I- I= -IT IT-II-I -I I I =f�1=11_ VARIES 4I, Jjff4.j* i ]1
-1 1T�I I I I I I W I 1-I I- -11-I 24 � _ __ = III=11 � a w a a a 1=11 r
POND BOTTOM _ I- III-�( I I I I Tl F=111=1 I I= — — _ �,
-HI L 11 lTj T ITT fT� (IT I I= = IT EARTHEN BERM `III—I 1
- -
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I, I I I —1I l= -I I�I11_I11 —1 _ lit �r 1
6" PERFORATE DRAIN PIPE PLAN -2'X2' 1.D. RISER RIP RAP&FILTER FABRIC �=- . , III 'II- "�* NATURAL GRADE II� 0,e_� ^� _ I {I .
- -I- _ _ _ _ _ _ _ __ I E NATURAL GROUND MOW mates iltt ,
SCALE: NTS (INSTALL TO TOE OF SLOPE) =I i — -411 I _ — — —I
3'X3' O.D. PRECAST RISER
I I-I I III 1 I f-I 11=1 I I-�I I III-III I I LI f III-I I I�I 11- Nang.e 4 One-Call Center before you dig'I I'"=111-III-11 f=11 III :I I i I�TTf 11
SCALE: NTS RIP RAP&FILTER FABRIC -III,=I I;III-1
_ (INSTALL 5'PAST TOE OF SLOPE)
FILTERSAND 100 Y SPILLWAY
SAND FILTER100 EMERGENCY SPILLWAY
SAND FILTER 100 - OUTLET STRUCTURE ,/, ,
io, 0
H....____._6' r*----w-- i' .
V:j1,..,:r.,ff/7‘:
, 7v":- V:,,//.176:., //:'/" ','','
TOP OF BERM 1 Aillk 1
Allilik 1 t
SPILLWAY
Api� 1 °
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-7-
' a"'� . Joe Harris Ass oci�tes Inc,°
:' _ 4 TURF GRASS `•�'\ VARIES Engineering • Land Surveying • Planning!
2 TURF GRASS GEOTEXTILE FABRIC a 1viar-'lagement
1RIP &FILTER FABRIC r .►
RAP c? EXT E
6 12 Ben Casey Drive,Suite 101 I on Mill S C 29708 P (803)80) 1799
P
MINri______15' 44114
5' MIN.
. r------4°- i
Y /'-- -' CLASS A/B RIP RAP ��
�� ` (TIE TO NATURAL ! ■�.
(�� r GRADE) '�'" � i WWVm .rj� arris.�or
/ '= 18 RCP 1 I ` 2'
I
T<
TIE TO NATURAL
�i POND BOTTOM GRADE
- > -- _ ' g" 8„ This drawing shall not be used for construction purposes until the
� seal and signature of the responsible registrant appears on the
6" ORIFICE 6"(1)ORIFICE 10'
- 20 drawing,and proper permit forms and related fees are transmitted
s AgentorContractorto 0
/ ♦ CARRY RIP RAP UP CLASS
by the Owner,Owner' the Authority
• �Ahaving jurisdiction.
\ a SIDES OF SPILLWAY RAP
MANHOLE ACCESS Q TOP OF BERM
- - - � �_-1 - TOP OF BERM RIP Corporate Seal Engineer's Seal
TO BE PROVIDED (—lll I -III TII-III-i _ _
" 'Co111-IIIIIII�kl4 - - - - _
1' —1T— t 1=1ii=�=1 E - _ - — - �eeuiinii,i ee®laaler�d
18 ' I G� IEL:
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PLAN -2'3(2' 1.D. RISER _ II G At. ��III—III. I °4 ,° °'V9 °cyQ`R 'r9/
1 1 I,T� cp .,lit. w ` �F E /p °° q .. .e �• o E s/o °°9
r r t> SPILLWAY V'�I/ Vi/ U�•1/
6" PERFORATE DRAIN PIPE _I- =f ry r ! 1r1=1i1=1 L' 11=: RIP RAP&FILTER FABRIC �1 � A OPW. .141 l I : Q < I. r
SCALE: NTSf- -11=1 iT- M=11f:Z=Thi=irti I--1T-1 I f=ITI=1�- ii
-
$' T(�d— III—III I1=III— 1Tl T=I—III—II-fli--1L�-11I *'ar 'a''r �� :�a a SEAL o _ o w SEAL o
3'X3' (D-D. PRECAST RISER LIIlIijMjNIIfflj-j�i—III � —IlT� —III =III=II_l _ c> c7 t> v a a c v _ acr C-4168 0 036836 °
ITI IJ 1— -11 I —f iI1T1-1 l r l� t��1 1 a 2F,`f�, v -c�o�,� �,' �,
SCALE:' NTS _I t—�-I I I VARIES l�� 41 HI %�('°°°;?1N�,`&S o e: ter, �/ ° d ° e
I111_i-i-'-'ii-Ti-1T 1�=1T_-111-=m==o1-IE,-,1Ti-1 l'-Ill-� III Imo. (� • �l. w I I1= r. -- °°°°°°... ,'°°°°°°°°°°°.°p°° Q ..4
POND BOTTOM Til ilT I it_T11(-j11�=1I- m11 r 1i I1I-1TI=-,rrf R_=1I `> Kr v t> rim t I-III ',/,;�,�'�s&A�Jc,�C�Q f ! ✓'Q�Cft L. oV`v�''
=11� 1=111—�l1T��1— -- TW—=11-2 -!- EARTHEN BERM TI'(11—I ' * �* 41,1--I �I �� � �� ee
II�_� ED_ "gide8119teeee /// ��irrla11110e
-1 f hI --I 11=I�i I 1=1 I�T—I I I=1 11=1 I=1 I,�I I I—�j—I I--1 h � f' � �'' � _, 1�'14
I I l i yr �I=I T y i I r. �. ter_ w► C� i�► I I I=1 I
' - III=1 �'=I I I NATURAL GRADE _ -- _ -- 11 =~- - =1I NATURAL GROUND
SAND FILTER 0 - OUTLET STRUCTURE -1--TIT=D--I I(I I II► 11111I►I- l I I=1 I1-1TL,,I I IITI �Ih1�1 -- 1_-
RIP RAP&FILTER FABRIC '1--I 11- 1- ITI 11--111 =11 I Project ro r i Manages Drawn
A FILTER 200 � ,1�� SPILLWAY (INSTALL 5'.PAST TOE OF SLOPE) � D. Gates I. Bailey
Department Manager Checked
I P. Murphy P. Murphy
SAND FILTER # 00 EMERGENCY SPILLWAY Print/Plot Date
`-�r- '` [� December 16, 2019
Asbuilt Drawn -Asbuilt Date
Li ' "_l -- Trash rack manufactured I. i•uu .u.urm,1111i - -
by Plastic Solutions Inc. I illin• 11ollllI i Client
_ 4 ���,i ■
H
equal. � ��� *t 8min D- REINFORCED CONCRETE PIPE
I :1G _ 877-877-5727 orapproved U i�,O1Ki oult it_ . ' I. mu NNIA__ FLARED END SECTIONS Ihe Grow Inc.
, 1EfO ❑❑❑U❑❑❑❑ --{ y�■ !�■■■■■li.
11rliptni:_ u F Johnsonp,
❑ ❑❑ ❑❑❑Cl❑ *_ , . , 1 NOT TO SCALE
,�❑❑❑❑L❑❑❑C� '-0 4 mlrt. varies / .
323 WALNUT STREET
ILF�;❑❑❑❑❑ ❑❑❑� � ' '1 I STATESVILLE, NORTH CAROLING 28677
iF'❑❑❑❑❑LJ❑❑❑O =
P: [phone]
�CEDE ❑❑❑❑� III CLASS B CONCRETE ittl f
III
I i . _ (� ,a. ..•.: ; .... .... . RCP DISCHARGE PIPE -
N `" '.'• '• " (SEE POND DATA BLOCKS — j
' ' Project:
High density. 18"MIN. I a •••• I FOR PIPE DIAMETERS) II. /-- ,-'� _ IN
polyethylene : a `\
structural plastic TopView . , , •.: •• 'a ..a -_
i � Forest Ii
(All 4 sides) Precast concrete riser � � ' .•..• I ( I WALL I
i I I: 11:
- �[.'-. �.. SS�.�', 111 4 if�r�i .a..• +�, �••M '•pr,�111
u- ur
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1�.'+tr/i/r®®nsti/r®El�ii isle. I I. ( I; :� •., �..�
//zrhTr®siffin®®®®�®®®r;�e , .;..r,.. . `. -
®®®lr®���b ErtrO,�� Elev. B I �.1 ` • r::•�. — DIG. +1 7
agfEri®/:� ®/i/®® ® A
//r`�hr/r/s/misni/r/rat/m/i/r.,�e� I ...r�?i 4 Dralnin Title:
fll 'OR AS RECOMMENDED BY MANUFACTURER 1'MIN. " ~� - DIA. /07\INAlb_ i
lir�itrirfitr/r/r/rii/r/r/r/Ijitho
/e,e_ •-,.A.'':.•a'�• ,;�•�'•. - ' •' t " •'.a;' ('`�•.._.-��---� __i
li.rh�r/rirtrfiir/s/rir/II/II/II/rtt t' (CAN BE LESS THEN MIN.DEPTH SPECIFIED) " ' �I I BMP Details
11-eyi����liiw®i ffac iti t i! IIII I I { I 1 IlLmiwaimum iiiiiiimill
r!I SOME FORM OF TRACK RACK TO BE PROVIDED OVER THE 64.
A
��4114. ����_�• �_�7141- . DIAMETER ORIFICE AT SIDE OF STRUCTURE.TRASH RACK DETAIL
SHOWN IS MERELY FOR REFERENCE PURPOSES AND ANY t-°°-I I`",--TONGUE OR GROOVE WALL-� -a-- E 1-*--WALL gg
APPROVED EQUAL MATERIAL WOULD BE SATISFACTORY.
-
Trash Rack Assembly 1'MIN. --,s, TRENCH WIDTH 1'MIN. TRENCH WIDTH TONGUE
'I'MIN- — r- -- —1'MIN. DIA. WALL OR WEIGHT A B C D E DIA. +1
GROOVE
J� 15" 2 1/4" 9" 970 6" 27" 46" 73" 30" 16"
FLAT TRASH RACK ANTI-SEEP COLLAR 18" 2 1/2" 2 1/2" 1340 9" 27" 45" 73" 36"
(NTS) 24" 3" 2 "1/2" 1820 9 '1/2" 43 1/2" 30" 73 1/2" 48" 2 5"
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
L'iA.. File r1ame:
2712-BMP Plan

1 LLI. ',-)AT.,... ISSUED FOR REV
r
r 10/05/18 Initial Submittal to City of Statesville 0
0 11/16/18 Second Submittal to City of Statesville 1
--360 - -- € 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
— . — -- — —Lu
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CO
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+ °D
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EX NG GRADE
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58 i
cos- os- ! ' '
PROPOSED GRADE -' �; m m a 2ao°/° c� M �' �/
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oOg181F.18 °�°crnr^i cow i
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+ N / 1.51 `o6of 43.84LF-18 RC 0.50%
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U / �� cO v °N° — — o M seal and s! nature of the res onsible re istrant a ears on the •
N •v D •• —43.84 LF-18. RCP 2.12/0 + 4 N co 9 p $ Pp
co 0— @ N drawing,and proper permit forms and related fees are transmitted
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✓ 1.J PROP.SEWER m > > T �� Q ° S N°°°' vy» � C� Q F $ s� ��/9 v�
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o m C9 - - ✓ U o: 0 Fe 00000"��svr /�SS�G 0°° !��o���K°��°\V` ®®r°°° s
o N z I EXISTING GRADE m .� y�, ,Q, 4 .' /" *" .. °z
o U o --� / oorrrrrr�ettirty r5' '''rrrUssrt®o®`
o• 4 v 1 CO Z 0 Z . �" w Project Manager Drawn
c� o / �o�z - -� —ZZ-z — -- - -- M -- —� �� - — -- D. Gates I. Bailey
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p _ o Z Z —_ N Department Manager Checked
co ' .- - — PROP.WATER N N
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P. Murphy Murphy
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/ 0 °��p @ N co 0 o z_ STATESVILLE, NORTH CAROLINA23677
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Project No. Drawing j'-joo
- 12
27
DWG File Name:
0+00 1+00 2+00 3+00 4+00 5+00 10 00 11-00 00 12 00 13+00 14+00 14+70.90
2712 Storm Profiles

S. O R M 101 STORM 10 STORM 10 104 1
S . ORM 10 r S. OIL 100 DATE ISSUED FOR REV
EXISTING GRADE '10/05/18 Initial Submittal to City of Statesville 0
830- 840 --- 840 840- - 850- -- 8S0-- —
. 11/'16/18 Second Submittal to City of Statesville i
° o
/:;+ ccg 05/10/19 Second Submittal to NC DOT 2
com EXISTING GRAD•
a 0 EXISTING GRADE
+ 4 a 3
09/19/19 Third Submittal to City of Statesville
EXISTING GRAB E mLo
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R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive,Suite 101,Fort Mill a.C.29708 1 [phone]
TORn/I 10 ORM 10 OR 01 STORM 202 TOR 0 TOR 20
880 860-- ------- 850--- 860 850 8-70 --- wWV4/.rj0 harris.CO
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
EXISTING GRADE �, drawing,and proper permit forms and related fees are transmitted
_ by the Owner,Owner's Agent or Contractor to the Authority
EXISTING GRADE / having jurisdiction.
Corporate Seal Engineer's Seal
I' \\\\►Ilnlls�r/ \\\\\nlnllor/
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EXISTING GRADE EX'STIN GRADE `� e ° m
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m RT OF'OSED GRAD:— o °''0 PROPOSED—GRADE m +"M — — Project Manager Drawn
Nam
PROPOS:D GRADE v i) cr o Hn o + o
D. Gates I. Bailey
H DRAULIC GRADIE T or)
CO Department Manager Checked
HYDRAULIC GRADIENT o 0 P. Murphy P. Murphy
HYDRAULIC GRADIENT Print/Plat Date
�' PROPOSED GRADE ¢ HYDRAULIC GRADIENT PROPO ED GRADE
co
-- --860- 15"—RRCP 840- r - 830�— m m Q 840-- - 830 - 880
N N December 16, 2019
oLF a
2g'0 1 U U �n Ir \ ; Asbuiit Drawn Asbuilt Date
132.72 LF-18 RCP @ 0.50% HYDRAULIC GRADIENT _
CB 214— —� ,
® HYDRAULIC GRADIENT — STA: 0+00.00 Client
RIM: 850.78 Ofill
m INV IN: 846.�3 (CB 215) THE JOHNSON GROUP INC.
CB 213 63' INV IN: 846.1r3 (CB 220) 1.61' ,
4- — — _ — -- S_Th:— +00.00— -----� _ INV OUT: 846.23 I 323 WALNUT STREET
_ co ___..4 J RIM: 842.26 0 STATESVILLE, NORTH CAROLING 28677
NN030 I INV IN: 83 .90 (CB 214) NN L
PROP.SEWER
m c� D "a 1 1.79' m 0 P: [phone]
N U a > °• m° co CS)to IL: PROP.SEWE�t INV I N: 83 95 (CB 219) I o U N 8"PVC(SDR-35�
°0 °0 N Z 8"PVC(SDR-35) INV OUT: 837.95 + co cc; co m m IE 844.35±
2 0 v CO IE 821.61± m N v I-
m oi F-- m co O PROP,SEWER m co co CO
a > 8"PVC(SDP-35)— D
m co 0 Z z Z IE 832.88± > co
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Zz » > � O � z z m
850 Z z -830 - - 8-20 - - -830 z - 8-20 zZ
840-
NCo" —24.00 LF-15' RCP @ 1.88% p
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c. c. V v 50.26 _F-15"RCP @ 0.54% z
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O Z Z Z Z Z
— —Z z -�- ° Drawing Title:211.00LF-18"ROP@0.50%
—43,84 LF 18"RC' @ 1.19%
Storms #101 - #108 9
#201 — #204
840 820 — 810 820- 10 830
0+00 0+28 0+00 1+00 1+32.72 0+00 0+67.84 0+00 0+24 0+00 0+50.26 0+00 0+24
Project No. Drawing No,
2712
DWG File Name:
2712-Storm Profiles

DATE ISSUED FOR REV
20 10/05/18 Initial Submittal to City of Statesville 0
STORM------ - - - — 1'1/16/18 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
j
12/16/19 Fourth Submittal to City of Statesville 4
/
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--860 - - - -E 4iSTI1VG GRADE I �—
CO
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830- / 112o°�F"�8 °° Engineering • Land Surveying • Planning.
-
/ + N N =O z Z 43.84 L F-15"RCP @ 3.54% Management
COO / 127 Ben Casey Drive,Suite 101,Fort Mill,S.C.29708 I':[phone]
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/ U tY � I° N > > 24.00 LF-15"RCP @ 2.92%
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1.50' 8"PVC(SDR-35) co n. N This drawing shall not be used for construction purposes until the
' IE 820.36± i- CO o seal and signature of the responsible registrant appears on the
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Lij
1$ > > > $20 - - _- 8-2 e —:::
by the Owner,Owner's Agent or Contractor to the Authority
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CO / U Co` m CO } ;c;
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79.96 LF-18"RCP @ 0.50%
zz /
$10_-__ - 3�g°jo I - 8-1-e 840 -- - Project tulanager Drawn
D. Gates I. Bailey
or _ ,ve . L46.77 LF-18"RCP @ 5,41% y
_ +o / 19 6-00 7+00 $ 00 I
Department Manager Checked
n / o P. Murphy P. Murphy
o U Print/Plot Date
/� / m_ s_, .0
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— December 16, 2019
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THE JOHNSON GROUP INC.
Z.� - ' e-� o co-_ 890 WC!) a : 323 WALNUT STREET
4 800-
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z > > /4' ° STATESVILLE, NORTH CAROLINA 28677
Z / / ry6��� o ° �' ` P: [phone]
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Storm #300
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R z _ Project No. Drawing No.
81.85 LF 24"RCP @ 0.50%
780- - 780-1 780
0+'00 1+00 1+26.94 0+00 1+0C1+16.61 W
D 2 -
DG File Name:
0+00 1 00 z 00 i CULVERT X STORM M DIFI ATION
...:._, .. ... Profiles'1712 Storm

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
P:1 ca oni '12/16/19 Fourth Submittal to City of Statesville .,1
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GRAPHIC SCALE R. Joe Harris & Associates, •
f Inc.
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Engineering ® Land Surveying . Planning,
( IN FEET ) Management
1 inch = 40 ft. 127 Ben Casey Drive,Suite 101,Fort Mill,S.C.29708 P:[phone]
-- _ ¢ -- `� -•`\ - CV _ E P9 V @I N"2 !1 Y sj o e h a Y n n s.c o
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t PVI STA:0+62.00 '®� w z EXISTIPJI' GRADE
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co 0 �� + coCo °+° c°w �•.. e `L O 11 having jurisdiction.
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z LVC: 100.00 rem 4eee rrrr� �eeeee
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PROP. LVC: 100.00 �, �- > m ' >
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INV=860.2 + -•s--o N - N _ ` 2.28% ,., Project tlanager Draw_ ,_... .
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860 - o o N w cwi 1$ RCp D. Gates I. Bailey
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C 126 "` Department Manager ;hecijUdh
y
N 76,„ \` --` PRO 1 1 Rfp Print/Pint Date
CO MCA - � EXISTING GRAD' - 0r---- 15"FIC27.59± ,- December 16, 2019
U H `_ Asbuilt Drawn Aabuilt Date
E
7,5., PROPOSED GRADE I ;iient
A \ 18„RCP CB 125
\ THE JOHNSON GROUP, INC. 1
U PROF;-.-----------__is' CB 128 1 -"�'I ; 323 WALNUT STREET
- -$50 -- iN1� �p a� - 15"RCP--- 24")f STATESVILLE, NORTH CAROLINA 28677
INV=821.28± P: [phone]
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Project No.
830- - -- - - -- 2712
1 inch = 4ft. DWG File Name:
2712-Road Profiles -
.__..... ,z... _._ _ -- ---- _-__"-_. , . ,.... _. , ,_ ...-_ _ .. � - ......__ _. ,.. _ ., - ... .... _ -._ ..

DATE ISSUED FOR REV
5'PLANTING STRIP PROP.VALLEY 2'C&G 10/05/18 Initial Submittal to City of Statesville 0
i , _ ___ _.. $�- r{,,, -- • 11/16/18 Second Subrittal to City of Statesville 1
.._ „_. �'cco g� 3� ,AD 50'.X 70 p 840.52
�= i s aj• $ • PAD.=50 X 70' / pc.841 1 _ II , : SLAB Co05/10/190�• Second t. NC DOT 2
- ----- --\1 0/ 1 PAD=50'X 70' 0 84.1.17 ........ SLAB ../
b 1 p it i ::PAp=49'X 70' PG
839.41 S=0 46':` y
U9/19/19 : ::z : :::
DSfD30t6$40 SF12/16/19
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I This drawing shall not be used for construction purposes until the
F__,,!F__ 'seal and signature of the responsible registrant appears on the
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Owner'sor Contractor to the Authority
by
ILLI the Owner, Agent ,, t actor t
Y
i . jurisdiction.
having ' '
Corporate Seal Engineer's Seal
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820 eZ
m•G` °o C-4168 o o� 036836 �o°
EXISTING GRADE r� .eipiN s\)0°° :.--O e" �°�°�♦
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',IIrrliliii%%0® �.._._.,.. - '''grdiriiil910`®,9
\� PROPOSED GRADE
\ _ Project Manager Drawn
D. Gates I. Bailey
..., Deportment Manager Checked
4` CB 125 . P, Murphy P. Murphy
Print/Plot Date
_____ s,�s, December 16, 2019
PROP. 2��� \\\ i ;ga-built Drawn ;\sbnilt Date
8-1-0 -t5".R ' —
P ___
INV=821.28± e , - -
.rt' Client
1
24„ _ J NSON GROUP, INC.
o R`r'A R CB10 .
v ` CIS _ NORTH CAROLINA 28677
323 WALNUT STREET
STATESVILLE, NO
PROP. P: [phone]
24' RCP �r l
INV=812.86x
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2712 Road Profiles

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Second Submittal to City of Statesville i
I
h '" 850 ACS,0 1i/16/18
/ \�\ Od1/ , � ...... ... r 9C�3 `* � �, ,'� A�. Sp9S 05/10/19 Second Submittal to NC DOT 2
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F _ -AZ) 0 '• B128 "•"` "•••••••A 1 inch = 40 f't. 127 Ben Casey Drive,Suite 101,Fort Mill,S.C.29703 P:[phone]
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HIGH PT ELEV:862.03
PVI STA:2+ 1.24
PVI ELEV:8 3.29 i ! 1
K: 18.65 This drawing shall not be used for construction purposes until the
LVC: 150. 0
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s., PROPOSED GRADE N
Department Manager Checked
�cA P. Murphy P. Murphy
PROP. CB 120 L.) Print/Plot Date
INVRCP 7 n -: • December 16, 2019
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THE JOHNSON GROUP INC.
O z r2 PVI ELEV:838.28 -- .,, '
o K:79.74 .„NL__
323 WALNUT STREET
3.� �Z w LVC: 100.00 — STATESVILLE, NORTH CAROLINA 28677
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DATE ISSUE FOR REV
'•. '•., •. � \ •'• ---- — . _ / •
10/05/18 Initial Submittal to City f Statesville 0
1 6/18 Second Subrniftal to City of Statesville
-' / 1/1 ,
• / /.::- , 05/10/19 Second Submittal to NC DOT 2
• ile Third Statesville 3
0 / 9 Th d Submit o C f
919/
City
""""' 12/16/19 Fourth Submittal to City of Statesville 4
\^ Submittal
•
•
SF •
ti .. .
7200 SF\ •
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NO 36 1
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—40 0 20 40 80 R. Joe Harris & Associates, Inc.
r � 's
840 •� 11 . , .• . Engineering Land Surveying ®Planning
( IN FEET ) Management
127 Ben
1 inch = 40 ft. Casey Drive,Suite 101,Fort Mill,S.C.29703 1:[phone]
www°rjoeharris.core
0
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LV : 100.00 drawing,and proper permit forms and related fees are transmitted
o by the Owner,Owner's Agent or Contractor to:0:Authority
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D. Gates I. Bailey
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co m W , P. Murphy P. Murphy
\ Print/Plot Date
December 16, 2019
PROPOSEC GRADE _ - � .Asbuil#Drawn. � Asbuilt Date
Client
18" RCP • \ ;CB 2 3 The Johnson Group, Inc.
I GQ . 323 WALNUT STREET
810 - CD -`� jai,.., ------._\ ��— STATESVILLE, NORTH CAROLINA 28677
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x
°- HOR. SCALE:
..— O 40 0 20 40
10+00 1100 12100 13 00 0 141-00 15+06+15.99 _' in .wig
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;2712-Road Profiles
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. oit\-rr ISSUED FOR RE x'
' 10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville I •
05/10/19 Second Submittal to NC DOT 2
09/19/19 Third Submittal to City of Statesville 3
I
0, 1 12/16/19 Fourth Submittal to City of Statesville 4 '0
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40 0 20 40 80 R. Joe Harris Associates, Inc.
1111 ` ® Engineering ® Land Surveying ® Planning
( IN FEET ) Management
1 inch = 40 ft. 127 Ben Casey Drive,Suite 101,Fort Mill,S.C.29708 P:[phone]
I
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8.: —
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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
t‘tiViti
drawing,and proper permit forms and related fees are transmitted
er s Agent o Contractor to t Authority
by the Owner,Own A en r C he Au rit
EXISTING TRADE having jurisdiction.
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.
1-0 Fw- " / ( z m w Gates r I. Bailey
tlang Depa tmen Manager e � Checked
12°/u P. Murphy P. Murphy
-.3,39/
Print/Pict Date
2.oe, '� " ` December 16, 2019
`�.� B �12 ' Asbuilt Drawn Asbuilt Date
;40 _
764, . Pv'lir,t
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CA PROPOSED GRADE � `
P OP. THE JOHNSON GROUP, INC.
15'RCP
CB 115 IN =835.85± A323 WALNUT STREET
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, JRTH CAROLIMA 28677
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712
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1 inch = 4ft. - i-3h'1c File Name:
2112 Road Profiles

DATE ISSUED FOR REV
CY 10/05/18 Initial Submittal to City of Statesville 0
0
® '11/16/18 Second Submittal to City of Statesville 1
CL' 05/10/19 Second Submittal to NC DOT 2
0
U
Z 09/19/19 Third Submittal to City of Statesville 3
f2. 07 12/16/19 Fourth Submittal to City of Statesville 4
5'PLANTING STRIP ,
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•
a`. I • 70 ` 69 68"••. 67 66 65
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I- PROP.2'C&G E igirBef3r:
0 I
I
•
ice,lA,
GRAPHIC SCALE 40 0 20 40 80 R. Joe Harris & Associates, Inc.
Engineering . Land Surveying • Planning
• ( IN FEET ) 1 Management
1 inch - 40 ft, 127 Ben Casey Diive,4Suite 101,Fort Mill,S.C.29708 •s„ Y:[phone]
IF ..
1
- - - - - - - - _ 1 . ww.roehars.00m
Ij rl
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 having jurisdiction.
- -- --- .45--
K:K: 15.00 ! Corporate Seal Engineer's Seal
LVC-22S3: �- o
1
>0> 111111lr7rai, .0 011nrrpiol,
vN CO / _� \ Ti v EXISTIN GRADE ®0`>>a>�`�°CA�j��°°i°� ®,ve>0��� CA l>'o °is
N. �, ®®` �°°oss/p°��tiq �'��°Q�OFEssjo���lry'.�®
PVI STA:5+29.00 U 9 %to W / ,�.No. . CO > v d�� �°
PVI ELEV:831.14 m m/ '`�` /
u w I rnz SEAL z rj® ors- SEAL moo.
840 - - K 1-5,00 ' / - _ - si • - C-4168 8 Z ' = ;a 036836 z° F.
LVC:84.88 > Fkci ^ " .p° "�'
Aitc
A(6 aco M + �ti eeASSo` 1, „/,40 KK L' M N e
w ¢ + co / + V PVI STA.8 80 91 ! > 9� er
PVI STA: r+97.69 zo Q o .. w .. w PVI KLE o28.89 \\ t rrreinie�0 �. _ rrasA1+
PVI ELEVr 827.90 _ OcC°oM U > / U > }
I- �+ o > ea W w
K: 15 00 U LVC:50.00
W °� z ° ® Project Manager Drawn
LVC:60.62 (n a o II / rn 0D rnwr�Q i_> At, o S D. Gates I. Bailey
0000 of ZOFa J / l o + co
w0E- r Q
LOW PT.STA:2+46.28 (n w ,'
Nm / PROPOSED GRAD. y U U v U z0 Department Manager Checked
co
LOW PT ELEV:820 57
r
w s9� > m > W _ P. Murphy P. Murphy '
- -�, PVI STA:2k45.4£ U U > p °o w U
•� PVI ELEV:815.6E > > w j ❑ p Prirlt/Pint Date
m w--- ,, LVC124Fo81 e w o December 16, 2019
® sbullt Drawn uil,DateZA Asb '}w ZM Client
".'d' Uj U %°`som �° _ W 18RCP g20
OS%
\ . . o CB11 CB217
N o o i°\°, ` 323 WALNUT STREET
U + r w°•, PROP.
- -rr-c:?-w- --
18"RCP STATESVILLE, NORTH CAROLINA 28677
,, - - 1- a > Pa RCP P INV=824.07± 18"RCP P: [phone]
\ `.. h < w / INV- 25.34+ rn
(n (nw / o
W ,
CV
/ I Project:
820N''''‘.
-- - -- -- -- •
1 ;Pine Forest II
,- r - ' ' '
t j TIE OUT @ 2:' TO •
EXISTING GRADE ' I EXISTING GRADE
FR0141 COUNTY TOPO \ '
,
Did Field Rd
IPROPERTY BOUNDARY 10+00.00 - 9+43 Al
I HOR. SCALE:4
8-1 I - - - -- - •
0 0 20 40
1 inch = 40ft. t
VER. SCALE:
4 0 2 4 Project No. DrawingNo.
MIII
- -- - _ � �,� 2712
1 inch = 4ft. DWG File Name:
.-..
2712-Road Profiles

DATE ISSUED FOR �V
10/05/18 Initial Submittal to City of Statesville 0
t fit
�2•40 one SUMMARY OF SEWERMAINS AND MANHOLES ��. i 1/16/18 Second Submittal to City of Statesville i
SIZE LENGTH SIZE LENGTH via
05/10/19 Second Submittal to NC DOT
cod 09/19/19 Third Submittal to City of Statesville 3
8" PVC ±2,652 LF 8" DIP ±843 LF
E 3 12/16/19 Fourth Submittal to City of Statesville 4
EXISTING LOTS
„ HIGH STRENGTH l' P
16 DIP ±1,002 LF STAINLESS STEEL ±60 LF
,
TOTAL NO. MANHOLES: 27 (4'0)Total=27 i SITE/ l
TOTAL NO. LOTS SERVED: 70 \ '
Murdock Rd' ✓
PROPERTY BOUNDARY PROP.MH:#100 EX.MH:#10. - Amity Hill Rd.
STA:0+74,95 STA:0+00.00
I `
(LINE SS-100) (LINE SS-100) t
1
I I I ir :off �or N' + 1 /I �. . ._. 4, 1
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PROP:MH:#101 I ' / 1 I. v� . ¢
1 I �` STA: 1+57.77 1 / lesret► �_ /� 1 \ PEN '�� I Y 't
PROP.MH:#102 (LINE SS 100) 1 1 n R
STA:2+49.95 l 34 \/ I �\ I �''. ! r\ Know what'sbelow.
(LINE SS 100) r/ I • ` . {' •
• I I Nax�Cv o/. n Gne-Call center efom ai dig.
j � PROP. I I I. / :, l
35 /**,, 20'S.S.E. 1 \ 1 1 :EX.PS#1 \ERTY
I •
I 37 PROP.MH.#103 '� I I
// • W.1� 31'tt
' 39 38 STA:2+49.95 o5oi •�•,�.• • ' I • • ` / �/ \ it \ (�INE$S 200) rn^
40 (LINE SS 100) ti / �' •J. I `' A / • \ I. • **'"�N': a� or '-
I 4241 STA:0 00.00 �/ _ \ / =r' - '�- ;.
I •
43 PROP.MH:#104 LINE SS-1.01) /.� 33 i '/ ••L -2> \/ I•• ..Mrok :� mot'a I '
• �" �,Q t /
STA:6+29.56 _ _ �a� •
( ? ',/` J 1 •. 1 `1 ,=m �
44 LANE _- / x , �; \ ..
(LINE ss 100> RT PIN % / / ' ;L _ .:
STA:0+00,00 u.a _ t 1--RAN / I , ,► cv %� %� //
PROP. MH:#112 �o_G H UBLI ,�„ "' PROP.BMP __ i ;k o. , �,
I il I 45 50 P ,�,..r_ °".•='= ,� #2o EASEMENT �; "'-- -`�.._ / • _ ' f: !L� ,/ /;
I
STA.200.00 (LINE SS 102) .� �� 0 _ ,� _. i :� / k / j �/ '
(LINES 1 1� +Od \ Vi t / / •
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PROP.MH:#113 � .. L 6 ..a ._- -- _NIN"
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I (LINE SS 102) Alt -- _ _ 01111s+�'.'!. 31 ._- _ �' �' S Inc.' `'� _ •: - �. it..0.:,_r
,o'G.U.E .. \ ° �- : 2 R. Joe I�a rls Associates,
--- �.. ti c� 65 x `ti • x
j Q w�,,_. --- rFl \i��° a Ic 1 • POWER TRANSMISSION TOWER �_-- -- °E ` I I /
7/ e Surveying • Planning'
_ 1 64
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-__--� �. � •• • . �n in erin sand_ eyin P •ng�..�. ._.......- PROP.MH:#200 I I ' .. •'}:':�' �:::�-•-. r':::' •- r�- I . __-- sTA: 11+6.4 :I I1/Iana ementi1 1c 53 i a,E (LINE SS-200) . r"f " it i ;J :: ,J1 ; POWER TRANSMISSION TOWER m I ` _ i ` I I • / 3 :'�' I'7 Ben Casey Drive,Suite tot,Fort Mill,S.C,29708 P:(so3)802-1799.7
1 i . ° ° I I--�- \� . _ I 1 . \: /, : r
/ 1 25'NO................DISTURBANCE BUFFER _- \ ;.:--::/
a
1 I 7 / 4/7
wiim.050.0.0m• • • ' 1 \ 1
11+ \
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il / > ( / • :\ •/', x TRUNK MH:#1
25 NO DISTURBANCE BUFFER , \--"\
_ :' 1 :'f ,. ' . �,
I ,• t •
/ STA:0+77.53
TRUNK ME ` ` -� J • / ' ; T LINE SS-200)
j - ._ - 8'POWER TRANSMISSION GORRIQ„SOP.MH:#1111 I STA: 10.+62.68 ' • 1 f �•f X...
6 I
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` r I ,.. I STA:2+10.52 • f (LINE SS 200) \
.. I I �� 30
E (LINE SS 101) . ` --' ''
66 1 22 /J \ .• .:• • .j
r
�� I 9 ) ' This drawing shall not be used for construction purposes until the
\ I ; i0 } i x • • % :• ':: '' :-:: -- : seal and signature of the responsible registrant appears on the
I PROP.MH:#105 ���1�► 63 I 1 ,�� / \ :'fr '''� •..' ... ' 1' g
• °"'® I I STA:8+68.27 1� I I •' r 23 / 1 ' ;•.,; - :' 4 drawing,and proper permit forms and related fees are transmitted
54 SS-100) I � ��" "r \ rry `, %' / b the Owner Owner's Agent or Contractor to the Authority I.
It (LINE A I f / PROP. BMP E po ::.:•-:: :' :::. .:.• Y 9
1 i
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•
. 2; : ; risiirrr r�'ayarr� lr 62 ®'Q-I (LINE SS 200) 0 , :.....::::,.:',...i.4://:::.•
•( , s1 (LINE SS-200) •°°�� CqRQ''�o \N C!�Fj�O�'A,i(� is / • 4 °
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PROP-MH:#110 I ` asi i \ ` 2 m N -,� S A: 17+15.66 ',tf) ' c� 6$ ?0 S.Q I i \ p :....$ ). C-4168 ;;10 036836 ,. s
T I 1 61 1= PROP.MH:#207 II / \ \ o O ��, sv> >e
\ill.
�► . (LINE SS 100) I t m. + ��tr ( _ �l �. .. e tT r \°°A :4' i °°`f' �4 d I , I STA: 1 55:71 I p ; • b TRUNKMH:#3 . °.'PING dc5 °• ° o d:: ` a r..rM..tr1�[� , I (LINE SS 201) f/ i� ..,,� . \ ` �, ) STA:3+53.81 ';4'- °•i 1? °°.°°°••° \�.;'' ��9�°°•.°°°°°•°° 4?,%%56 �' . ;o\S\ (LINE SS 200) '��r���ASSOC°.� �a i �Cf( , My�s°�1
•
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PROP.MH:#109 I I `�.. / i, °° /1�� �n °e . .....
mI 1 PROP.MH:#202 F, i rrrrr(r�r►�,� / 1 rrrunnroSTA: 16 34:28 I 1`� /
0 I 27 STA:14+9.26 ••olie/1. 1
y 20 ` ;I
(LINE SS 100) 5 1 a , /
t MIIIIr�1l 2 (LINE SS 200) i i i ii ': iI'41 11 \ ' 1 1 , 69 5 /<, f \ --1
I I I , t Ilrt►•\' 60 \ \ I PROP.MH:#203 f r I Project Manager Drawn
1-- ' 1 D. Gates aecBkerOdWn
157 •"sSTA:14+80.70.. I I 'i I 1P :#2 , LINESS 200 s, I De artmerlt Mana er
i I .. \ , '"� I STA:17+19.03 5I 'I ( ) 19 / g Department{ i I I PROP.MH.#20 ` t 26 PROP.MH:#204 .,+%�, • 4- • \ 6 '. P. Murphy P. Murphy
(LINE SS 200) 50:/ ;. �A�, � P �0® •
I j h p y p
I , I STA: 19+59.46 A1I STA: 15+65.12 �,,,.„. 2d� + Q \ • 1 I Print/Plot Date
ig• I PROP.MH:#106 1 I 70 STA:0+00.00 y LI E SS 00 a -- + \" j
+ I (LINE SS 200) I ( ) ( N _._ )
I LINE SS-201
STA; 11 06.97 Is _.-
49 I , \g,,..11;1111,11,
�� _ ��G 1 [Jeaember 16, 2019
4$ (LINE SS-100) 59 _--o `Y �' .� 1 46 47 I 5$ __ ___ ___ ti ' 1" 5k0 �Q�t \ ® (`.. • Asbuilt[7rawn Asbullt Date
PROP.MH:#107 ���,, 20•, _- ;>►AII \till- . / •
STA: 13+27.47 I I $9 �iI off ---® ,.... - rillill �- ,� GO�JO `{ + •
•
)
(LINE -
SS 100
I t' ) 1p'G.U.E. yo/ / ��,A, r. �...--n I E. rt \ :/'•
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II:
\ O / pIII ill pIL ... ° ‹t .ate- / / Q •
rH �1OHN ON FAO INC.1
1
�� w� r,,.�� _ _ _ /, I 323 WALNUT STREET
�� 11 ,,,. ....-- _ _._ ._ 16 • / '• \ S T V LLE NORTH CARC)LIiVA 28677
�� - - --- - / \ 1 TA ES
r1 DRy_ --- - - I 14
. : 9 5973
0 9 6
i::��- - IEL 1
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PROP.MN:#108 ` 12 /
STA: 14+75,91 11 \ •
/ Ri�I MH:_#4 1
PROP-MH:#114 10 I \ ,• w f • :STA: bt3$.54 ? - �'r
STA:0+78.59 (LINE +00.00) 9 LINE .1.184.2001.. o
LINE SS-1Q3
STA:0+00.00 8
(LINE SS103 4 5 6 7 \ ' I \ �'' "�� {L1�� Pine Forest II
PROP LOCAL ..` �Y 100-YR FL OD :'
1 2 3 HAZARD +. JVITH PjOi38SEl�iOPO .;, .. 3
"' / \: i EX LOCAL STUDY 100 Y' ' OOD - }
.._r.e-. _._. HAZARD LINE WITH EXI G TOPO 1 ' .;.''''` :'I
_.. 7- 1 _---- 1Vi \ / - Drawing Title:
\ 6 / ° III�Itr ewer Plan
Ver
NOTE:
e 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 GRAPHIC
FURNISH TEST EQUIPMENT. 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 so o ao so i2o zao
WIRE CAN BE ACCESSIBLE THROUGH AFFIXING TO MANHOLES AND OTHER EXISTING STRUCTURES. • , �MMpp rJ i th �k�+ i�2
M 1 ..M L+:;_„-s i ;I -•�-.-. u.--,',;YA•3 ,#vi.,_,�; ' __ d�J ,-ak:='��t. Y 1 'i
�� f.x „six r` ' - _ rrroje t h,o. 3�$?.,19i 3`3 3.
( IN FEET ) 2712
1 inch = 60 ft. DWG File Name:
2712 Water and Sewer Plan U P-1

25'NO DISTURBANCE BUFFER POWER TRANSMISSION TOWER Cal M DATE ISSUED REV
y ` \ \ \ :/ , i 2+10.52 / / /, \< !!��! \
`,, \ \ /�\ iAA
`� 10/05/18 Initial Submittal to City of Statesville 0
.r.. 59
\ \ \ /- / 0' 68 / *� \ 1'I/'16/18 Second Submittal to City of Statesville 1
` SSMH 1MA
06 '�
\\ / I ' Illir ^ . 05/10l19 Second Subrittal to NC DOT 3
\ / 1!!.: '/, • / i# ,
/ I / `�S\ �, 09/19/19 Third Submittal to City of Statesville
I I 1 / / ' ` 19/16/19 Fourth Submittal to.City of Statesville 4
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/ iEXISTING RIP RAP /, � `�� 2`'°aQ,o / / 1+57.77 ��• �Op I o i / px� ,, i
TO BE REMOVED �d �, ' Fa p ,,,,, \ . . N
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/ `i. f SSMH 100 SSMH 103 \ �o, /s> \ ��
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� �'� ,
70
di,. / / \ i%P \
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If 71,1:
/ > \ '�. `Sb N \ ,
�C \ SSMH 105 i /�' '\ 811 MOW what's below.
beforeli
/\ \ �iQO / S• i / J / �\44`110
NwXt Claud n One-Call Center you dig.
(1
/top� \ / // \ 36 / / ,55
/ \ Et�girter:
64 //// .. Nfi, /
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\ \ / ,
. / \ . /\ , \N. ,. CO A S. / . / N#\:\ox00 , GRAPHIC SCALE
\\ ,/ ,, �� A N N ' f . Joe Harris & Associates, Inc.
0/1 e •� O \ \ \ -40 0 20 40 80
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\ \ � \ / ssMH-104 !^~ \ r" Engineering • Surveying • Pla ing
/ �,i q �� \ \ Management
\ / / L I 1 V 1 O �. 6+29.56 \ ( IN FEET ) g
\ \\ \ ( / //\, 39 /\ �\. O® \ 53 \ \, c 1 1 inch - 40 ft. 127 Ben Casey Drive,Suite 101,Fort Mil] S.C.29708 P:(803)80�-1799
•
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'-' ---; r0 ��` r j- ‘ This drawing shall not be used for construction purposes until the
840 a EXI TING GRADE 6. _
____/
_/ o N otransmitted
registrant appears onh seal and signature of the responsible t
_�to o ! drawing,and proper permit formsland related fees are e
EI 'STING GRADE--\ s Co' r by the Owner,Owner's Agent or Contractor to the Authority
2 Q ' co
• having jurisdiction.
/ PROPO a ED GRADE ''. U I- — I <C
cn co co fY Corporate Seal Engineer's Seal
leeeee
t
1 / 1 0
... CA H
— - 840 -: - l ,,?cS , °MESS p°</Tq`, Aso?7
ROSED S o � 9e 1. a
/ „' "PVC WATER 15'RCP STORM Q ° : m ; p o t
I I 838.16± IE 83 .41± °° SEAL L9° '� ;�'•t SEAL z$ 0
PROPo ED PROPOSED GRADE • z n n °
\ 6"PVC ATER PROPOSED 1 :::::,?-25 C`4168 = o o�° 036836 ,,z
/ 18"RCP STORM °02` �� .: o .Q°o°J� '� s
/ J IE 836.6 ± P'OPOSED IE 836.51 a °o V`°° s o� '�°o :''
i • °•oeo ° ° I o °oo,00°O '
Cfl 15' RCP STORM /I '°'I'� ... &S°o°\h` a i-9 00°{��°i°
-_�/ P7 r IE:35.85± e• C C
O ,� '` ,,'�is�AS ����/�K L L. M��:°°°
830 - >/
r op -- — 6 2.52' ///////////// �'�i11Ae111g11, �` 19 iI+ireeemoo
/ (� u) gi5 ! I 6.23' 4.39' 238.71 LF -8" S.S (TOTAL) @ 0.60% ��%
PC35 @ Project Manager Drawn
0 40.00 LF - 8" DIP ( I r 0.60% Pro r o 1 g
�, @386°�° 198.71 LF - 8" PVC (SDR 35)@ 0.60/o D. Gates C. Frown
\ N � � o-cp,0l
o ! ,
+ N S S l� 238.71 LF 8" PVC (SDR 35)@ 0.60% Department Manager Checked
P. Murphy P. Murphy
90 06t� $ &30 Print/Plot Date
2 C° - December 16, 2019
/ co CO P`OPOSED PROPOSED
6"PVC WATER 18"RCP STOftM. -1 N •�
CO
IE622.78± IE 823.02± O r •.: Asbuiit Drawn Asbuilt Date.
O O / 1.55' ± wh F �. -
bbb000 r _
/ �/� e0 N Client
co
+ t- S rf 00 Ci M P7 D
820 x � o � r � _,. .. ill ; co 0 co
a a �— THE JOHNSON GROUP, INC.
ua cn 2 ± o °O ch cn • i�° 0,00 LF - 8" DIP (P 350) @ 3,86% _ on °° z Z
/ PROPasED 0 • 323 WALNUT STREET
! 6"PVC WATER �'
0 w 2 - IE817.�9± .0�351 > > > STATESVILLE, NORTH CAROLINA 28677 `
G l 1- 37,00 LF -8" PVC ISDR 35) @ 3.86% z z Z
-`' „P\l ; P: [phone]
2.62' 1LF "$
``'l „SAS g6 LLi
PROPOSED , / g21 P� 1 3 ///�/�//�/ co Z--!--820-
W �'
"� Project:
6"PVC WATER �-00 1,53' o © CY; 33.00 LF - 8" PVC (SDR 35) 04 3,86% W
74.95 LF -8 S.S PROPOS D 2 0 • • Forest
3.84/, II
CO z -,� Pine
(TOTAL) @ ° 1.56' 18"RCP TORM I —
ii.60% II 1
IE810.96+
-.81 LF - 8' PVC (SDR35) @ moo, zz
810 — c.;-- H
I F.;
5, 7' I Drawing Title:
N11 0 ewer Plan And Profile
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d to DATE ISSUED FOR 'REV
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810 IN 200 R. www.rjoeharns.com
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DATE ISSUED FOR F F•V
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PRO"OSED GRADEco
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1 323 WALNUT STREET
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IE826.34± STATESVILLE NORTH CP.ROLINA 28671
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_ . ._. ._. ._..., . . DATE ISSUED FORREV
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NOTE: SUMMARY OF WATERMAINS AND FIRE HYDRANTS• ALL WATER MAINS AND SERVICES SHALL BE INSTALLED WITH SOLID COPPER 12-GAUGE /\\\
77
TRACER WIRE,30 MILS BLUE HDPE INSULATION.CONDUCTIVITY TEST READ AT FINAL
INSPECTION.CONTRACTOR SHALL PROVIDE ALL TEST EQUIPMENT.
.,,,,�� SIZE LENGTH SIZE LENGTH
ri< + TRACER WIRE CONDUCTIVITY TESTS SHALL BE REQUIRED AT FINAL INSPECTION.CONTRACTOR SHALL a(b•
Pub OK
FURNISH TEST EQUIPMENT. 8" PVC ±221 LF 8" DIP ±250 LF • woe
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• TRACER WIRE SHALL BE INSTALLED ON ALL WATER MAINS AND SERVICE CONNECTIONS. �� x
THE WIRE SHALL EXTEND INTO AND TO THE TOP OF THE METER OR VALVE BOX AT ALL
LOCATIONS WIT K EPTI
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ROUT EXCEPTION ON
+
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• ALL UNDERGROUND UTILITIES SHALL PROVIDE ATRACER WIRE TO BE ACCESSIBLE THROUGH A HAND
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• WIRE CAN BE ACCESSIBLE THROUGH AFFIXING TO MANHOLES AND OTHER EXISTING STRUCTURES. ry- o
• COMMON AREA LOCATIONS SERVED WITH IRRIGATION WILL BE FITTED WITH BACKFLOW PREVENTER(S). TOTAL NO. FIRE HYDRANTS: 5 S I I E- c'
EXACT LOCATIONS TO BE SUBMITTED WITH THE BACKFLOW APPLICATION. co
TOTAL NO, LOTS SERVED: 70 ‘
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7_,____. I y t1 F.O. 0 l I I i �° 61 169 LF 6 PVC �, Qf Print/Plot Date(5'N OR TEE) � ' ' ; I�I ��s December 16, 2019
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50 F.H.TO G.V. i
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89 LF 8"DIP WATERMAIN HYDRAS DTEE E I 5 LF 6"WATERMAIN(DIP) •� \ \ \n
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(BEND TO BEND) 26 LF 6"WATERMAIN(DIP) 373 LF 6"WATERMAIN(DIP) WATERMAIN(C900)
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WATERMAIN (C900) I —50 U 25 50 100 200 Project N�. Drawing N+ ,
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PROPOSED 8"90°BEND $"G.V.WITH 6" I 2712
• BEND TO TEE
MJ PLUG,2"TAP, . _
AND 2"BLOWOFF ( IN FEET ) DWG File Name:
1 inch = 50 ft.
2712-Water and Sewer Plan
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"• ' "°•.,� EXISTING PAVEMENT •, ' 1�7/0•5/18 Initial Submittal to City of Statesville , 0
A •" 4 -=d:. •"' "\� A UNDISTURBED INI� r N, . m BRACE TRENCH AS REQUIRED •
HYDRANT SHALL 7 TP..'�..4 SOIL(TYP.) NEW ASPHALT"SUPERPAVE S9.5B" °.I ° n + o o o o r + BY EXISTING SOIL CONDITIONS 11/16/18 Second Submittal to City of Statesville 1
OPEN TO THE LEFT 7:.. r' `�: \ _ m r- W m ,
° �. TO MATCH EXISTING PAVEMENT a
7` 'A1 THICKNESS OR 25"MIN. r • -
;)' e"/ H :( /q A.`. A •,A .. Ry.'�• rr 1 1:- LOOSE BACKFILL • - °` `� r, m m " r• °` 05/10/19 Second Submittal to NC DOT L
WN! 4"STORZ U$E PROTECTOR RINGS .I. , I �••'\.e,'." / ' ti i' 1 r ��.•,•,•••••••••,•,`,
CONNECTION -1 i°" �� ��' /!I'et AS' I !I'" '� y -
IN AREAS SUBJECT TO I. P: x ti q ,/•f441j1 r Q ■ °' HEAPED UP TO �J �J �'
VEHICULARTRAFFiC P '1. I"• X '. /�!,,,,.s-w/! ./ � *.r.,. I//: PROMOTE T Tl 1`�%w y \�
t 1 , r .'1: ,i ►♦� r r• EXISTING
SEE DETAIL °T / ° '4;• 549 +.r 1 in1/!s�,.. i,/- `,. - STONE VEGETATION •Y y 1 11�� W��/
-2'-U" 3'-6"MIN.--- ( ) ♦ / .I r., ,.�.r-
EXISTINGGRADE PLAN:TEES 1��
'I \;' PLAN-BENDS // r•>♦ R t�D"!s < GROWTH • y 1 \ / Third Submittal to Cit of Statesville 3
1-� //\i 09/191'19 Y
�\ \\ \ \ \ \ \ \ \ \ \ :4 ,, �� ��;i�� : fi t r 1 '�''�\' .11 �V //\ 19/16/19 Fourth Submittal to City of Statesville
\ /\/\/\/\/ , / /\/\/\/\/ err 4� , �,r� !•�+, \, t� _ _ „ 1 \y\�
USE VALVE BOX STABILIZER PAD WHEN i• 45° A'A •'! r ♦ ♦ a3 P�' `": 11/\
IC ..'� '_�, m •.� y"� :Il-:�. .,gd/sr', R'I�t!�Jt'�rr .':..:;.. .; .i 1, i ��\ OVERLAP NEW :111 i1 ///\/\
PLACEDINAREAS SUBJECTTO TRAFF 'F!I'-r�!r ��:y�M•yllt r�.�... _ �1I1��/\\ ASPHALT AND COMPACTED :6°: �111��/\�\.
1 / i 1
END OF PIPE VALVE BOX TOP e, - COMPACTED '' `
BACKFILL
STANDARD CITY _!c •:? r� 1'!'!�i ,. 11 1 //\. STONE 12"MIN, r,:•.,:.. / /// /�
1 /
1 \
F.,- "T 1 THREADED WI MARKED WATER _ ABC STONE ...act/ ,f';�1/.►_.: :.:'.,' :: ... 1 `/\\// ~,X ":, ..2:.,'.'..,.;:.. -�` /\\/
S�. : COUPLING APPROVED VALVE BOX CONCRETE BRICKS 8 !yO.,.ty� 1;11 \//�� " (11`11111�/�///\
UNDER VALVE BOX 11//\ \
vALVE BOx :_.. ..._�:,. '... PLAN �<!' �� ��//� y 1, \/
1 1
(SEE DETAIL) 1 COMPACTED /\ 1`1�, / \ .
- 7 1MIN.-1" DIA. GREAT BACKFILL i �` - ;•r S,' " 11\\//
CONCRETE BRICKS TYPICAL MEGALUG JOINT j / / 11'! /
V 11
_
24"MIN.•12`DIA.ORGREATER 111 1111 / .1�1-- /\/\/\
LINE S2E VARIES 1 ' IE... ,1 /
I UNDER VALVE BOX RESTRAINT OR EQUIVALENT
.., ... • 7: ;....,>.' .,,..,...` ... '`.. ?.,.::t''.. :: 1- BRACE TRENCH AS ,. 11--,- `/ //�.
. ., -. .. .a.. SEE PLAN$FOR SECTION X X :.r RIES.., : . .. .:...,-:..... ``11 �� ,REQUIRED BY ,V. \\1i1`1 /� �/
- '+ , r: ACTUAL$IZE BENDS&TEES ,:.. ,. .:.:,VA. 1, �1/ //\. - 1i �1 \/
-I fi"M,J.GATE " y CONCRETE BRICKS ,Is -. ..,,,..:.. ,.., ... '.`:. .:>' i 1,-/\/\ EXISTING SOIL ECT�.= �',•..``...'.:.: <�: i� //
6 DIA.DUCTILE _ - - \\, BACKFILL IN 61"LIT$ \\ .
I VALVE IRON PIPE ._ 7� �' .Ij: '...: i111./\// 'CONDITIONS (MA N. 1`1111\//�/\\
"4 ..+,.. LARGER THAN -
TERIAL NO "'
'j//-��j,1�_ FINISH r_ PRECAST PIPE 90°BEND 45°BEND 22412'BEND ii-tl4°BEND TEE �\\/ �:.'. I \\/
I 71� �; - I^2 GRADE CONCRETE $IZE A B A 8 8 A B A B f ///\// \///\\//
a 1 /\\ I '::/\
L W
2"SCREW TYPEE BO
J ILL
l
-' \ 4 18" 12' 10 13' 7 10" 7 10 12' 14 COMPACT SELECT--� ,.>: " ::'".• `;. e. 1 //\ \//-\/ '
-T I `RESTRAIN EACH JOINT WITH THRUST BLOCKING ". •::.. D,,.: •:....... .. V t •/\/\ Irw:V .` /\/`.
FROM MAIN TO HYDRANT. I \��/\� . _-- 19- BACKFILL IN 6 LITS .O .SfL. \/\/ OD. /�.-. /�\
\ CONCRETE 2"DIAMETER THREADED \ \ \ \ `e °., " 12" 14" (MATERIAL NO ./", .•\�/\// �/
7 C.Y.ih67 THRUST BLOCKING GALV.PIPING "�' �. 6" 18" 12" 10" 13" 7" 10" 7" 10 LARGER THAN 1") ��\ ..A/ '
WASHED$TONE ,
6v 'v 8" 24" 18" 13" 18" 10" f2" 10" 12" 16" 18"
MECHANICAL JOINT PLUG THRUST COLLAR - ..:� fI
CONCRETE SEE STANDARD DETAIL '
WITH 2"THREADED OPENING 2" 4.5E 10" 28" 22" 15" 22" 12" 15" 12" 15" 20" 22" ��,r
THRUST BLOCKING -�. -a_� /\-' % �./ .: _ �:/ ,
MEGALUG RESTRAINED \ 12" 32" 28" 19" 28' 14" 18" 14" 18" 22" 28' / �- `\"" : i, . „ •+; '
NOTES: VALVE BOX \. /' IPE \ r
JOINT OREQUIVALENT - y P :: P
16" 54" 38" 30" 36' 18" 36" 18' 36" 36" 42" SEE NOTE#1 0.4 PIPE DIAMETER * SEE NOTE#1 \ / QO• PIPE DIAMETER *
1. SEE CITY STANDARD MATERIALS LIST FOR APPROVED HYDRANTS 27"DIAMETER SEE NOTE#2 $ LESS THAN 14" 12' SEE NOTE#2 ✓ R LESS THAN 14" 12"
2, DO NOT BLOCK HYDRANT GRAIN WI BLOCKING 2000 PSF SOIL(SAND&GRAVEL WITH CLAY) NOTES: f IR TO 36" 18" 14"TO 36" IT'
3, ALL HYDRANTS SHALL BE YELLOW IN COLOR. NOTES:
4. HYDRANTS SHALL BE BEHINU SIDEWALK OR AS PER PLANS.(NO 1. WHEN IN ROCK OR NON-CUSHIONING MATERIAL PLACE A BED OF#57 STONE AT LEAST 6"THICK BELOW MORE THAN 24" 24" NOTES: MORE THAN 24" 24"
HYDRANTS IN SIDEWALKS) SECTION A-A MIDPOINT OF FIPE FOR TRENCH DEPTH'S UP TO 16'.WHEN TRENCH IS GREATER THAN 16'DEEP PLACE AN
5. ALL JOINTS FROM MAIN TO FIRE HYDRANT MUST BE RESTRAINED, NOTES: 1.BASED ON 200 PSI STATIC PRESSURE PLUS AWWA WATER HAMMER ALLOWANCE, ADDITIONAL I"OF CUSHIONING STONE FOR EACH 2'OF DEPTH UP TO A MAXIMUM CUSHIONING DEPTH OF 12°. 1. WFIEN IN ROCK OR NON-CUSHIONING MATERIAL PLACEABED OFANT STONE AT LEAST 6"THICK BELOW
USE MEGALUG OR EQUIVALENT JOINT RESTRAINT.CONTRACTOR 1. TWO INCH BLOW OFF VALVES ARE FOR TEMPORARY USE ONLY,USE 2. WHERE UNSUITABLE SOIL IS ENCOUNTERED,EXCAVATE THE SOIL AS DIRECTED BY THE ENGINEER AND '
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. BACKFILL WITH USE STONE. MIDPOINT OF PIPE FOR TRENCH DEPTH'S UP T016'.WHEN TRENCH IS GREATER THAN i6'DEEP PLACEAN
ADDITIONAL 1"OF CUSHIONING STONE FOR EACH 2'OF DEPTH UP TO A MAXIMUM CUSHIONING DEPTH OF 12".
RODS MUST RUN CONTINUOUS FROM MAIN TO HYDRANT. 3.THRUST BLOCKS TO BE USED AT ALL LINES OPERATING UNDER PRESSURE. 3. BACKFILL SHALL BE COMPACTED TO 95%STANDARD PROCTOR DENSITY. 2. 'WHERE UNSUITABLE SOIL IS ENCOUNTERED,EXCAVATE THE SOILAS DIRECTED BYTHE ENGINEERAND '
6. GATE VALVE SHALL OPEN TO THE RIGHT. 4.KEEP ALL PIPING JOINTS CLEAR OF CONCRETE THRUST BLOCKS. 4. WHEN WORKING WITHIN NCDOT RIGHT-OF-WAYS IT MAY BE REQUIRED TO ADD A ONE(I)INCH ASPHALT BACKFILL WITH#57 STONE. ,
OVERLAY OVER AND AROUND THE CUT AREA. 3. BACKFILL SHALL BE COMPACTED TO 95%STANDARD PROCTOR DENSITY.
egSDATESGJ DETAIL# REVISED °geDATEsy, DETAIL# REVISED "oq'StATEs DETAIL# REVISED 49TATE�t? DETAIL# REVISED 4alATESG, DETAIL# REVISED egeKATE.yG, DETAIL# REVISED
Ge` C� CITY OF STATESVILLE WATERLINE VJ-6 MAY 2010 CITY OF STATESVILLE WATERLINE W.9 MAY 2010 „:"�-" -- WATERLINE W8 �4v,: •' WATERLINE W-4 MAY 2910 ��o' rl WATERLINE W.14 MAY2010 , ,-:9E" rt CITY OF STATESVILLE WATERLINE
CITY OF STATESVILLE CITY OF STATESVILLE CITY OF STATESVILLE
W-15 MAY 2010
'""" '""t T ical H drant Tem orar y "y"G"""""' Trench Beddin & INGURWAGWEV`"" Trench Beddin(1 &
to NTv PUBLIC WORKS DEPARTMENT YP Y SCALE: SHEET# �Q .°i1 PUBLIC WORKS DEPARTMENT P Y SCALE: SHEET# you„a,AN � PUBLIC WORKS DEPARTMENT Valve Box Protector SCALE: SHEET# •o "',`„:::,,�p PUBLIC WORKS DEPARTMENT Thrust Blocking SCALE: SHEET# '.yo 4'� PUBLIC WORKS DEPARTMENT 1 ge SCALE: SHEET# .30 PUBLIC WORKS DEPARTMENT ° ;J1 SCALE: SHEET#
Connection N.T.S. OF t 77j1 2'r Blow Off Valve N.T.S. OF 1 �T G O� N.T.S. OF i �.0.0.' N.T,S. i OF , '. -ARoW` Backfill in Paved Roads N.T.S. , OF, ? Backfill Off Road N.T.S. 1 OF 1
�OtiS a Ctp�o - - --- - O Ctx�o - - q -- '
!x7 1 rh "c g i!'� -� 8' I A ROADWAY .
t / �'
'19'.:3`L ti lNA,:_'11 _ _ . W �®i `'lAi��Ld �VIi ' "••
�:�# >�+ • 2.5' to'a°♦- ^
a 0f0 I i SIDEWALK I - : A'
�' CLEANOUT PROTECTOR REQUIRED IF �'` r"`'y �� l - _ i �I i,l`"'y `m"�� Know wh`at's below.
-0 -4 MIN,4`CLEANOUT •o MIN.4"CLEANOUT O° O° 00 CLEANOUT IS LOCATED WITHIN TRAFFIC AREAS ''J J`' 12".h•
m `"< ALL HYDRANTS TO BE WITH BRASS PLUG W ALL HYDRANTS TO BE WITH BRASS PLUG * 'Q \ 41=1 r- - .I-``J1/
Rw, PAINTEDYELLOWBY Il R^w n R`,y PAINTED YELLOW BY V RV! ,Q BRASS PLUG Ei, \ _ 12, L�`-S rj, TO CUSTOMER Na4.t�(?w�nCW:aOne-Call Center dIi
z T� r „-„.r .. - ...
THE MANUFACTURER *c -TI THE MANUFACTURER a /� R'7Y I
z WASHED 57 STONE
• (� I RESIDENTIAL A (n RESIDENTIAL .,
' .,. ., .. .....,„ _,.,-_ . ... ,....
y TYPICAL VALVE TYPICAL VALVE 0°-60°TAP
-{ I y WATER h9ETER y -� I c ///���''' WATER tdETER OPTIONAL 3;4"ELL N
�, BOX W!COLLAR o / BOX WI COLLAR g
_ / ' ' \ 314'TYPE KCOPPER tar.
,�mo .m{ NIL, I v I �, _ ./- •
?..1 , SIDEWALK w El N - Ir; ii 1 SIDEWALK r yl - a CORPORATION STOP EVEL
tl '° "'' C I WITH MAIN AS POSSIBLE
c a , r r•.:vv,a a.-,�a SCH.40 PVC a
3 l
'n " 'i':3i< +r°::�s.^.,": ..,,w__. .>,> :- .�` z I ''•''.':,'rY .,r: .".-e ,?'r,.:,,;;_.i::,y.0,.„. PIPE OR D.I.P.
1 4 K PLINEA L
Ft
Section View of Connection
I- CORP.STOP BEND PIPE AS TIGHT AS 1 I- CORP.STOP BEND PIPE AS TIGHT AS _R 121J - �� NOTE LID BOLT %/�/�
6"DIA.D.I.P. POSSIBLE WITHOUT KINKING PIPE -I - 6'DIA.D.I.P. POSSIBLE WITHOUT KINKING PIPE 18}" 2 REQ'D) F"-'-I'IN{'I--32 z"--1
• -1,t !p // SLOPED �- 1. METER 18 T09E SET INSIDE OF THE R/W. ( _ / !�
• ._ 314E TYPE K COPPER PIFE / / 1 2. METER SHALL NOT BE LOCATED IN DRIVEWAY. ; 12" - '
/ I�- = 314E TYPE K COPPER PIPE E
11 �� p N VIEW �1®E �t�VATfC� N„N PLDG
I �, 'I r �Lt(!�1 ,-• ;, 114E �.• 3. ALL PLASTIC METER BOXES SHALL HAVE HEAVY DUTY STRENGTH POLYMER _ / r.S
�, 1f I •' ;,;,,.:p iA (2°kl COMBINATION CEMENT(PLASTIC)LIDS WITH CAST IRON VIEWING LIDS AS APPROVED BY I ''�`
C - - "i 45° -i I- '-1 45° fir , WYE&118 BEND THE CITY OF STATESVILLE. 31"-I I-24"-I I-38"-I
N �> .,� r ''� 4, ALL SERVICE LINES$HALL COM17PLY WI TH AWWA REGULATIONS C800. 4"x 6"CAST IRON READER :.: `:
e•a MIN.4"SCH.40 PVC SERVICE LINE .Ci• MIN.4"SCH.40 PVC SERVICE LINE T'Nn a
"� �� ° rn yl ° 't,Ya " -" "P i`. ♦C' 45°BERG
4j SLOPED@2/° :+- z SLOPED@2/MIN. // w AL%A � ��
a4 h1EGALUG JOINT �•;p D MEGALUG JOINT �7'.p J ,r ,rP,„ r=, C.,T,�„_ - /.°
fA m RESTRAINT OR EQUIVALENT �J WYE FITTING 01 RESTRAINT OR EQUIVALENT `J WYE FITTING " - '''` :(F DUAL CHECK VALVE L/4yd%G .
-• A -� \ ROMAC$ADDLE TEE WI GASKET SKIRT OR ANGLE METER STOP "
SEWER MAIN -" SEWER MAIN n f 7 x;;' EQUIVALENT INCLUDE STAINLESS STEEL STRAP MUELLER H.14255
m �' 12 f` a9A, MUELLER Hi4242 '
_ m p ,/ "' j. li, (MUST MEET APPROPRIATE ASTM$TP,NOARUS) OR ANY DUAL CHECK
°� V A�"`',r VALVE THAT IS A.S.S.E.
1/2„ DIA, GRADE 60 i,�'1/'`,11 APPRQVEO >.
FRONT ELEVATION0 .-' t' .
STEEL REINFORCEMENT ', - `' O� arr�S t�L t�ssOcla��s� IBC.
,5 F7/
z . , _, ? . N q d _ sE�TrON A--A Al 'W�
N m J xx �� k s° C7 J C7,
m �, z A a NQTE: t En ineerin • sand Suave in • Plannin
o m tom < < d „� � ��k. bA• 1Vlanagenien
m ti rr1 ro to 'illllllllll� 1. CLEANOUT SHOULD BE LOCATED AT THE RIGHT-OF-WAY OR EASEMENT LINE.
m -� 2. ALL TAPS WILL BE MADE WITH A TAPPING MACHINE
�' o o h v 3. IF LATERAL HAS LESS THAN 3'OF COVER IT SHALL BE DUCTILE IRON PIPE 127 Ben Casey Drive,Suite 101,Fort Mill,S.0 297Q8 P:(803)802-179I
a 314'IRON YOKE BAR
PSI-PF MANHOLE STEP BY
CONSTRUCTION NOTES: M.A. INDUSTRIES, INC.
'.9p: Eg DETAIL# REVISED , 5PATFs` DETAIL# REVISED `
1. ALL WORK SHALL BE COORDINATED WITH THE CITY OF STATESVILLE,THE DESIGN ENGINEER,THE N.C.DEPARTMENT OF TRANSPORTATION, pie__ - C' CITY OF+STATESVILLE SANITARY SEWER S-a MAY 2010 FQi`` !C W"TER LINE W-2 MAY 2010
ALL GAS,TELEPHONE,&POWER UTILITIES,ANp ANY OTHERS AS REQUIRED, NOTE: STEPS ARE TO BE PLACED 14" O.C. AND ALIGNED VERTICALLY. CITY OF STATESVILLE Www.rj o e h a rri s.co m
NoO,rcr,.'«.mu0.r "uunrr.neuron.Rr�7 3r4r1 ° SCALE: SHEET# .
i 2. ALL WATER LINES INSTALLED ON SECONDARY ROADS SHALLBE ACCORDING TO THE NCDOT"POLICIES AND PROCEDURES FOR 6 - , PUBLIC WORKS DEPARTMENT Sealer Stub'OUt C@tall SCALE: SHEET# Vo c PUBLIC WORKS DEPARTMENT
ACCOMMODATING UTILITIES ONHIGHWAY RIGHT•OF-WAYS"MANUAL. COpOLY�I ER POLYpROpYI. PdE PLASTIC P,tANHOLE STEP �?jp1 N.T.S. OF iIjj CA�yO WATER SERVICE N.T.S. i of 1 :
3. TAKE PROPER PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNERS.ANY NECESSARY REMOVAL AND RESETTING OF PROPERTY
RONS SHALL BE DONE BY A REGISTER LAND SURVEYOR.
4. FENCES DAMAGED DURING CONSTRUCTION MUST BE REPLACED.USE TEMPORARY FENCING TO PREVENT ESCAPE OF LIVESTOCK. Tt11S drawing Shall no}be used for construction purposes Untll}he
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. iN DLISTRI E5 Itted
/L drawing,and proper permit forms and related fees are transm'
6. ALL RIGHT-OF-WAYS SHALL BE GRADEDINAMANNERASTONOTALLOWANYSTANDINGWATER. PARTS LiST Mlr I�eleaSe VaIVe Selectlorl GLfICI� by}heOWner,Owner's Agent or Contractor to the Authority
7. ANY EXCAVATED WOOD,ROCKS,ANDIOR DEBRIS SHALLBE DISPOSED OF OFF SITE BY THE CONTRACTOR.NO ONSITE BURYING WILL BE ITEM DESCRIPTION MATERIAL CONSTRUCTION NOTES:
ALLOWED, I A(Diameter` ► If the specific venting rate is known,refer to Table 1 and select the Air Release Valve whose venting rate is at least equal having f u rind ictIon.
/ 1. BODY CAST IRON,ASTM A126-B 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,THIE DESIGN ENGINEER,THE N.C.DEPARTMENT OFTRANSPORTATION,
8. ANY TREES SCARRED DURING CONSTRUCTION SHALL HAVE THE SCARS TRIMMED AND PAINTED WITH ASPHALT-BASE TREE PANT. valves with smaller orifices at frequent intervals than VI dely spaced larger orifice valves. AE cis,TEEPHONE,&POWER unuTIES,AND ANY OTHERS As REQUIRED.
Q 2. COVER CAST IRON,ASTMA726-B 2. ALL WATER LINES INSTALLED ON SECONDARY ROADSSFLALLBEACCORDINGTOTHENCDOT'POLICIESANDPROCEDURESFOR Corporate o eel Engineer's weal
I f.PLUG ALL PIPE OPENINGS AND FILL ANY EXPOSED TRENCHES AT THE END OF THE DAY. f the specific venting rate is unknown,refer to Table 2 to select the correct type and size Air Release Valve.Determine ACCOMMODATING UTILITIES ON HIGHWAY RIGHT-OF-WAYS"MANUAL. V RIES
® ® 3. LEVERAGE BRACKET 316 STAINLESS STEEL the system rnaximum liquid flow rate(GPM)and maximum working pressure(PRIG).Using this information,select the - - - 11 y 1111
r i n e I r is for clean water o wa a service. 3. TAKE PROPER PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNERS.ANY NECESSARY REMOVAL AND RESETTING OF PROPERTY •(40� MAX, $"PIPE) ��� //1/ ������ �'�+,/////
12,DO NOT TIE NEW WATER LINES INTO EXISTING WATER LINES UNTIL AUTHORIZED BY LOCAL AND STATE AUTHORITIES. O O orifice size and cor espond ng Air Release Valve, oiing wh t Te t se g FULL JOINT FOLL JOINT ��� `, C A p /I� �� \3 C A I�
Table 1 ` (50 MAX, 12'`PIFE) C\ f 1'r C` rr ,
rrr 4. FENCES DAMAGED DURING CONSTRUCTION MUST MER D.LP, "HIGH STRENGTH";STEEL PIPE' P.LP• �, °.00 eoe O '�I ��O '` I�,
4. ORIFICE 316 STAINLESS STEEL IRONS SHALL BE DONE BY A REGIBT'R LAND SURVEYOR Q /
13.THE USE AND STORAGE OF EXPLOSIVES SHALL CONFORM TO LOCAL,STATE,AND FEDERAL LAWS, I ,,�, 5. FLOAT BALL 316 STAINLESS STEEL EP ACED.USE TEMPORARY FENCING TO PREVENT ESCAPE OF LIVESTOCK. �1 o• ` ` oe e 000 `/
,,r , I;)'T ;,k: d d ¢, W r 5; r -r u ti 1 \.. Rea sk.)4: (SEE.N©TE4,) '� O °°°°� '✓ .� O °FESS °Oo '!/ '�
♦ ',,'r,$S1:h>� - 7s +'4•: k ,,,,,;,.;ry 5+>,;'; ,r 5. ALL RIGHT-0E-WAYS SHALL BE GRADED,$HAFED,SEEUED AND STABILIZED AFTER CONSTRUCTION IS COMPLETE. r� o° S I� ,� o° Q o I�
14.COSTS OF CONCRETE COLLARS AND PLUGS SHALLBE INCLUDED IN THE UNIT PRICE OF PIPE UNLESS OTHERWISE NOTED IN THE PROPOSAL. �N 6. GASKET ARMSTRONG cs-301 9E 6suJH1?„.-' f Nat 3 e Y- `ifi3 ® IIQ #. 3 °o °r o {p�
_ s _ I'C$ IaIQ rtl 3-,J. 1 r _T'"~t '` - 6. ALL RIGHT-OF-WAYS SHALL BE GRAUED INAMANNERAS TO NOT ALLOW ANY BTP.NDING WATER. 1B"' 1$' ,....... �. - _..,. .,F._ o' Q� Sl�� ) 0�° (
�,� I! ,n iFrsl�a,",.e:r°r:., ?'..:?ax:.� '�'...-°�::: a�lease al, 1+v..°. -,..,r_,., :�•t, ,..��n k_...-i_..:.=a,:.a.._.».,.,:,;A` t8" t$"'-�- -°-. m e % q 'o : .• o°p 9�u
15..COSTS OF ADAPTERS,ETC REQUIRED FOR CONNECTIONS OF PVC,C.I.,AND D.I.PIPE SHALLBE INCLUDED IN THE UNIT PRICE OF PIPE. �/ 7. covER Bo r sTEEI,AsrM A3o7 ° Q �' > •^ d ;4! ° p
// .�i/,/ 1116 3f32 118 3/76 7132 5116 318 TITS 112 11116 t 7. ANY EXCAVATED WOOD,ROCKS,ANDIOR DEBRIS SHALL BE DISPOSED OF OFF BITE BY THE CONTRACTOR.NOONRITE BURYING WILL BE : j\\ a ° i o ot� 1-0.
O �/ 8. BRACKET SCREW 18-8 STAINLESS STEEL ALLOWED. /\// - // e S LAL C7 c °W SEAL z o
16.ALL FENCES CROSSED DURING CONSTRUCTION SHALL BE REPLACED WITH FENCE OF LIKE MATERIAL. INCLUDE A NEW 10'OR WIDER GATE co� f r -
,� ���,,.,d. 5 0.7 1.5 2.7 6.2 84 17.2 24.7 33.6 43.g a3.p 175.E �� : \ �, o o �_)d °1"' rho
rn
" ON L AVE THE SC RST IMMED AND PAINTED WITH ASPH T-BASETREE PAINT. Z '�
OF LIKE MATERIAL AT EACH FENCE CROSSING FOR ACCESS.COST OF REPLACING FENCES AND PROVIDING GATES SHALL BE INCLUDED IN ° ��. 9' \ 9. FLOAT ARM 316 STAINLESS STEEL 8. ANY TREES SCARRED DURING CONSTRUCTI SHA L H A R AL \ \ \ \ / o o fin
\ 70 1.0 2.2 3.9 8.7 9 24.3 34.9 47.5 62.1 7.4 246.4 / / // /\ \�\ f // +• o c, C-4168 036836 za
UNIT PRICE BID PER LINEAR FOOT OF PIPE. tpl� �� PLUG ALL PIPE OPENINGS AND FILL ANYEXPOBEDTRENCHESATTHEENDOFTFIEDAY. \ \// \/ (/ %/��/�\/��/�\,(. ��� ,�o a s o�Jj ♦'�oe, v
�, =� 10, ORIFICE BUTTON BONA-N RUBBER A: 0.6 1 4 29.4 42.3 57.6 75.2 142.2 300.8 ^ .r0 ° ^- ~
..�,�: ,- 15 1.2 2.6 7 1 4. 12.DO NOr TIE NEW WATER LINES INTO EXISTING WATER LINES UNTIL AUTHORIZED BY LOCAL AND STATE AUTHORITIES. \/\\ \ I o (� .. v°(/ �q
17.ANY PIPES WHICH MUST BE INSTALLED INSIDE A DITCH OR AT A CREEK CROSSING TO ALLOW ACCESS DURING CONSTRUCTION SHALLBE .y F 3•♦ ! ` / �/\ FLEXI9LE(30UPUNGS �� ,�- •,°R/yG yy,,5 ,� �� �� 9 e �` ��
REMOVED ONCE CONSTRUCTION IS COMPLETE UNLESS OTHERWISE SPECIFIED.SAID PIPE SHALL BE NO LESS THAT 12"DIAMETER UNLESS I I SPRING PIN 302 STAINLESS STEEL 25 6 3.5 6.3 4.1 9.3 39.3 56.6 77.0 00.6 90.2 402.3 3.THE USE AND STORAGE OF EXPLOSIVES SHALL CONFORM TO LOCAL,STATE,AND FEDERAL AWR. / �" °° +
� \\\ \\ Imo, ,Q ° eeoo°° r`��.''�' /_w,t l'/'I /ooOo•o•oo°`\Q .S.
OTHERWISE DETERMINED BY THE DESIGN ENGINEER..COST FOR INSTALLING THIS PIPE SHALLBE INCLUDED IN THE UNIT PRICE BID PER 0 12. FLOAT SCREW 18-8 STAINLESS STEEL 50 2.6 5.8 10.3 23.1 31,4 64.0 92.2 125.5 163.9 309.9 655.7 14.COSTS OFCONCRETE COLLARS AND PLUGS SHALLBE INCLUDED INTHE UNITPRICEOF PIPE UNLESS OTHERWISENOTED INTHE PROPOSAL. _ �f // - I/��S ryp° A CQV O 1 C �v\�
LINEAR FOOT OF PIPE. ` 3. LOCK WASHER 18-8STAINLESSSTEEL 75 3.6 8,0 4.2 32.0 43.5 88.8 27.8 74.0 227.3 429,7 909.1 5..COSTSOFADAPTERS,ETCREGAINEDFORCONNECTIO,NSOFPVC,C.L,ANDO.I.PIPESRALLBEINCLUDESINTHEUNITPRICECFPIPE. �\ �� // �J �� �� / i%
14. PIPE PLUGL STEEL 100 4.5 10.2 18.2 40.9 55.6 113.5 163.5 222.5 290.6 549.5 1162.5 16.ALL FENCES CROSSED DURING CONSTRUCTION SHALL BE REPLACED WITH FENCE OF LIKE MATERIAL.INCLUDE ANEW 10'OR WIDER GATE I I '
EROSION CONTROL NOTES - EBS.COST OF REPLACING FENCER AND PROVIDING GATES SHALL BE INCLUDED IN /} l l ` ` � _ i • - "
OF LIKE hATERIAL AT EACH FENCE CROSSING FOR ACC
15. REDUCING BUSHING(Notes STEEL 125 5.5 72.4 22.7 49.8 67.8 138.3 799.1 271.0 354.0 669.3 1415.9 UNIT PRIDE BID RER LINEAR FOOT OF PIPE. - . - ,, I
i ) REMOVED ONCE CONSTRUCTION IS COMPLETE UNLESS RATA CREEK CROSSING TO ALLOW ACCESS DURING CONSTRUCTION SHALLBE \ i _ ___ _
1. ALL SITES ARE SUBJEOT TO INSPECTION FOR EROSION CONTROL. Et O 150 6.5 4.7 26.7 58.7 79.9 63.0 234.8 319.5 477.3 789.0 669.4 7,ANY PIPESYJHICHMUST BE INSTALLEDINSIDEADITCH OTHERWISESPECIFIED.SAIDPIPE SHALLBE NO LESS THAT I2"DIAMETER UNLESS �, /
2, ANY LAND DISTURBING ACTIVITIES OF 1 ACRE OR MORE(1)2 ACRE WITHIN A PROTECTED WATERSHED AREA)SHALL REQUIRE A LAND ` ` zoo a.5 s.1 3a.0 oa.i 3os.o oza6 OTHERWISE DETER?dLNEE BYTA DESIGN ROSINEER..COSTFOE INSTAEINGTHIS PIPE SHALLae wa uoeD IN OHEUNITPRICE BID PER . , �/ Project tanager Drawn
DISTURBING PERMIT FROM THE IREDELL COUNTY PLANNING DEPARTMENT. LINEAR TOOT of PIPE. \ CREE14 CHANNEL \ 3' MiN.,
© ` 250 10.5 23.6 41.9 128.4 377.3 1268.1 \ (��
3, IT IS THE CONTRACTORS RESPONSIBILITY TO MONITOR AND MAINTAIN ALL EROSION CONTROL PRACTICES IN AND AROUND THE SITE aso iz.5 28 0 49.8 52 6 448.E 507.7 / '/\' D" "ates C• B TOW tl
NOTE 1-PART 15 USED IN%"AND%"SIZE ONLY .,,,,,.,$ z.,.,;T..;r,,,,.",.°r _,,,„ ,,;.,.,,.: ;r, ;,„;;,.." EROSION CONTROL NOTES
,;;;;,F'ki' >"•°:� Q0 •„wg,90,,sN;, ,6 y=• --.=, 2Q.,; ; 2 C.:a 9 Y; 2 , ,Q 7 ',�t", _-9-,2 ELF,'}9836!�.a• i. ALL SITES ARE SUBJECT TOINSPECTION FOR EROSION CONTROL. / '/ /.. De ar'tment�1�5`drl er C.rl'ecked
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 PHASE OF may/ r -. yr,��.,..x,.�_:. k Y - . e is \ \��\�� /�\� p g
f�./\ :t:;' eYra -a,",e ar.°. .'2hw; x s';,; : x.-,FTx;-.. .^::ter. c"^ -',; p " _ '+., s' R0': - -
GRADING,BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,DEVICES,OR STRUCTURES 'V Y5 V lv.`. ga2r i r., ��1 '.9� .,s ' 7 z. wvuND OlsruRBlNcncrlwnes of lACRE OR MoaeluzACREwIn,INAPROTECTEowATERSHEOAREA1sHALLREouIREn ANo
' SUFFICIENT TO RESTRAIN EROSION. ` ��; A q v°. 'q;- a- 1} t - 2 t 'p DISTURBING PERMITFROMTHEIREOELLcou YPANNINGDEPARTMENr. 3' MIN.. : P. Mllr��11 P. Mur I1
:va-! .r,rt,,, ,•.�y,. 1 :9 'fi t= wy,. -:". ?h.-)z.,Y.wz4 ' �' x .>,..,.w:. ..r,.' F`4,r.�'7J .H-PILE..iF. 401RE,D,AS' - h' Y Y
3. IT IS THE CONTRACTORS RESPONSIBILITY TO MONITORAND MAINTAIN ALL EROSION CONTROL PRACTICES IN ANDAROUNt7 THE SITE. -
5. PURSUANT TO N.C.G.S.113A.-57(3)...PROVISIONS FORA GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED SHOYJN ON PLANS. -
WITHIN15WORKINGDAYSOR90CALENDARDAYSFOLLOWINGCOMPLETIONOFCONSTRUCTIONORDEVELOPMENT,WHICHEVERIS . � Tablet e, AS PERN.C.cs.113a-57(z)...INANYEXERT,sLOPESLEFTEXPOSEDWILL,WITHINSICALENDARSAPSSFCOMPLETIONOFANYPHASEOF (TYPICAL) . Print/PIOtDa'te
SHORTER EXCEPT AS PROVIDED IN 15A NCAC 46.0124 a �_� e'.a : Yy 1' `f. § fl 7wa kr c GRADING,BE P ANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,DEVICES,ORRTRUCTURES N9
TES
' () ( d c .i,:g. At: C i f,z ' Is. .++ ,Y in p' wT Bg, t6 SUFFICIENT TO RESTRAIN EROSION.
1. FLEXBLE'COU NG' HA L E
December 16 2019
PLL.:. S.,.L. B.,
?>`+ ,U" t ? x� °tl "� iT s ? ,.- (4 ;..Rk �' CC.0 K73:: d N FICIENT TO REST IN ER SIGN MUST EACCOMPLISHFD 1
6. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON PLANS MAYBE REQUIRED IF STABILIZATION IS NOT ACHIEVED WITHIN / M ;Patna " , as. r eft b ,t s. g $.Y., 5. PURSUANT TO N.C.G.S,113a-57(3).-PROVISIONS FORAGROU D COVER SUF RA o B LONG ROPY:TYPE.
. \ e7 _ 'dr:_..a,.A:i°ve.. 5°„,..,,,3ao,..;,,... .._._..a..a_8..T.,,.tom:.. »a'..:-- �ui�.r'-.,a- ,-.,.,..,.>s.i ,...... u:.
WITHIN IS WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION Oft DEVELOPMENT,WHICHEVERISSTEEL H-PILES 2:'MINIMUM DEPTHS,5HALL•BE,IN•
g 929 SHORTER EXCEPT AS PROVIDED IN 15ANCAC 48,0124(e). UNDISTURBED SOIL:•, ASb UII}Dralrrn AS�Llllt Da}e
SPECIFIED TIME LIMITS OR IF UNDUE SEDIMENTATION OCCURS. Fi ure p 905 910 912 92o s22 923 4" 923 6° s25 s27
FIGURE 910 AIR RELEASE VALVES ARE OR`C�NeRETE PIERS
MANUFACTURED AND TESTED IN NONPLANSMAYBEREQUIREDIFSTABILIZATIONISNOTACHIEVEDWITHIN '�, MAXIMUM,HE(GHT-FROM.PIPE TO,
Inlet Sizo %,'/. /"/. 1 /"p/.",1 /:°/.",1' 2,3E 4" 6 2",3',4 2",3",4" 2"3",4" 6. ADDITIONAL EROSION CONTROL MEASURES NOT$HOW, REVISIONS - .1111D,1$TI�RBFfJ 501LIS,2Q,FEET. _
SPECIFIED TIME LIMITS OR IF UNDUE SEDIMENTATION OGCURR. ELEVATION VIEW
ACCORDANCE WITH AWWA C512 a75 075 0-75 NO. DATE . DESCRIPTION ' ' 4, `STE,EL PIPE MUST BE'SE,AMLE$S,•
INLET PRIG 0-150 0.150 0-150 0-050 0-,50 0-150 0-150 0-75 0-75 0-75 J.T.S; OR STRAIGHT-SEAM, •SPIRAL WELD'
0.200 0300 0-300 0-300 0.300 .0-300 0-300 0.150 0.150 0.150 - '
_ IS NOT PERMITTED. _ Client
FIGURE ORIFICE WORKING CAINDUSTIt[ES LLD' AZumCompany Zia" sib" uz' STD, N0.
. NUMBER DIAMETER PRESSURE ' Orifice 3132" 3132" 1/8" 3116" 3/8" 112" 1•• 5116' v2" 5/16" rr�� ^:{1 C t�r\I 4
C,,,tt�.Tf.,'�T"'." DETAIL# REVISED CATE: DFAWNaY: 1/16" 1/16' 3/32" tl8" 7132E 318' 11116E 3/16" 7/16" 3n6" . . CR H�I� C, ` S II.V� I
1+, 8-23-08 WJN
•^4. "♦ WATER LINE 10-150 PSI - "Es DETAIL# REVISED -
CiTY®F STATESVILLE INLET OUTLET A B WGT 910 3l32" 2.4mm 5,300 33,300 85,200 i 1�j _ ppTE'
r , W-18 MAY 2010 ( ) �° �.. SANITARY SEWER Or�'1 r qq�� Q#�✓y
/-, (69=1034KPa) SIMPLE LEVER AIR RELEASE VALVE GPM 5,500 5,500 9,800 22,000 88,009 156,500 626,060 13,300 34,100 13,300 . 1n._ e CITY OF STATESVILLE S-14 MAY 2010 VN STEEL H PiL�s �� � i
. "" �"NPT 3,100 4.700 10,500 18,700 57,200 168,000 565,000 8,800 4],900 8,800 ("'"j f1 - "
IN00STAY•A6AKOLIO[E , 5 13" s,ss" B Ibs FIGURE 910 M urF - --� .
'A ' SCALE: SHEET# "NPT 3!8"NPT (130mrn) (251mm) (3,6kg) 910-H 1/16"(1.6mm) 10-300PSI URnwwcNo. RRvg � � PUBLIC WORKS DEPARTMENT GeneraiNotes SCALE: S"EFT# 323 WALNUT STREET
PUBLIC WORKS DEPARTMENT General N©te6 1'NPT (s9-zOsBKPa) EAV-7000-W scFM a.z as 22zsa
14.7 14.7 26.1 59 234.8 417,3 1669.t 86.8 227.3 Ba.b •O
4'T8"" '''`"'''. N.T.S. 1 OF 1 8.5 12.5 28 50 152.6 448.6 1507.7 58.7 319.5 58.7 7' -a O, N.T.S. 1 OF 1
___ - -_ - _ Boldface indicates standard construction,SCFM=maximum venting capacity at maximum working pressure. STATESVILLE,JNI O RTH CARO L I NA 28677
I �� � MNJHOLE RING AND COVER P. (704) 996-59(8
(SEE OLE RI) TWO 1"DIA.HOLES SPACED
I x SAW CUT JOINTS OPPOSITE OF EACH OTHER -
- R=1/2 V.V. \ 112 PIPE DIA. 213 PIPE DIA. _
PIPE BARREL "` EXISTING PAVEMENT
CORE HOLE FCR SECTION THRU TROUGH ( y '• y • ♦ y 4-1"DIA. 'TOP OF COVER 11 MiN. ##5 COATED
ANCHOR HOLES `��i� VIEW 17,4 Outer,, :
\ INFLUENT DIP WITH \ '�,```' 1' dj BRACE TRENCH A$REQLNRED \\ I
5'-0' WRING(MACHINE AND �- GROUT MANHOLE FRAME - {Y-1LL�77"r NEW ASPHALT"SUPERPAVE S9.5B" o 4 A, W W W W W W + W . W . W BY EXISTING SOIL CONDIT IONS A \� A REBAR TIE .
INSTALL FLEXIBLE TO THE TOP OF MANHOLE 1� TO MATCH EXISTING PAVEMENT „ • 4 �� ° -
T- "VBBER CODPL NG. - THICKNESS OR 2.5"MIN. /11 'lr'�r 4 4 •-••••_'•' •y o W W W m + m +• Q� // ty
t (SFc NOTE#'S) r < rll.� ,g _ LOOSE BACKFILL- \ y y W W ,l''
A A "•' 4!..�°. ��lll /./d �,rgr / HEAPED UP TO e i W W o l l/ /.�i��_W�_� ��;7,.,
yrr STAIN ESS STEEL GRADE RINGSAS REQUIRED ',/,,!!;�'l,:;l!,! ''f r'°° PROMOTE V �J 111 e W W f7��1�� v'.'/ I I ° i n F®re t
I •i STRAP Wmi 2 •/ �;;;eTta I(rt�{ �•� elten ( .r 4 / EXISTING . y Y -`1\c-- �/ v ° �' �- MIN" 6 COVER
B © ANCHOR soLrS� \J _ k,�.♦ #t^/' %T r� ?. �.��',,..�+..1 �' STONE GROWTH ION (t ll �,\�,1,1�� .\//\/X .° - '� - '
/ /iri,. / :� a" �.�' T / 1 _ \ 7 / Ili,
v:.. •� fir•` �1 i/\/\ ��
C _'__--x�' BASE S'cCT10N 0_f3 •/ �.. . »3! :� �1 n'1� ri-�, � �•. .: ;yl yY - :..11��111-''\�/\/ // d fs/ ?,t
SECTION 4"MIN .\ R ,.%. ..'FI ,`�-'., �•� •:•• T _ �''e ��� ,� OVER REBAR
-' rl� S !p ir•xr• � \ 1 T -T T 'I a� 1`1��\�//\//\ Q 1l2" ��,� BOTTOM OF COVER /:,
CLEA2 FRO'd 29_ 1 USE AN APPROVED BITUMINOUS °� 4'" I�.IH �/41 �\� �•Y•-�J� 1�11 v\/\\/ VIEW a r'
ELEVATION JOINT(ABOVE 1-�`-. '� '+� ?' BASE SEALANT APPLIED TO TOP 402,,P1�':L'�a�;!11 h0 t�%1.r 1\�-'--` 1 \\ OVERLAP NEW '♦T 11'1 11L'\/////\ / 112"R o- �J
CR SELCVI) '• Of CONE SECTION .?%�-P•t lC +?�•t% �Cf 111i \/\ COMPACTED .6": "1���\/\� 4 ,
L �• ��I�y I fa M I % ..1` \/\// ASPHALT AND -- . / _ .1 \\/ .:I d I `3$
OUTSIDE DROP CUT tV STEPS SHALL BE PLACED li .. , COMPACTED "r6��`r%!�• '1!Itr��� '- BACKFILL :Lr 1`1�/ // 1'R a - ��
AT 12"ON CENTER AND SNALLGONFORM !.!?!�a !O + 111 L //\//\/ STONE I2"MIN, 11` ,/\/ - °' ��,
L'IP FOR 2U FEET FIT ABC STGNE -�°j 1;I Ie'r 11 \\ / \ 'd / "J
CUfS',DE MiNHCLE �� TO NCDOT SPECIFICATIONS t`4'' 8 •rI /\/ _ 7 �� d I _
1.11_1=`1/\// / 11-111_���///\/ / r1f91 �\ °d a ���i_i�// s
3//4' PIPE _ DIP 4 4 USE ECCENTRIC.GONE "./ ../ 1 111�1`1 //�/\i �1'„1,\�/�/� �° 60°TYP. °/ p♦,♦ d ° .
G1,4METER i 1 / //\ 1 1' / /// d ♦♦♦I P I � d i Q ,
L' -L__.1 T/2 PIPE I.U. GROUT ALL COMPACTED- 1I /\\ 11'��/\\ PLAN / ♦ -
I�� __ EXTERIORJOINTS YP 1I / / 111�i1`\/ //. �"� I ♦i d Q I ` d 3J f le 1 lit .
"4• (i 1 BACKFILL .- \
\_ w� a %1-".i\/\/�B A IE5 1\1 \/ / • 4 >i e v
DIP Ur<oP PIPE Ascwurso WrzH R 1= / /\. / >> r -
STAdNLESS STEEL STRAPS AND ALL JOINTS TO BE TONGUE&GROOVE WI p, 9. ., :. ...: .;'`... ":.�'p1�,3,,, y, ...:'I-, 1 \11' \\ SCE TRENCH AB .:.:r(. �1`1�/\\ ./♦> I ° 4 I" ___•
ANCHOR BOLTS AT 21"CENTERS PREFORMED BUTYL RUBBER(MASTIC)GASKET r ,. 3?' 9' VW' 1,1'�i1\//\/ REQUIRED BY COMPACT$ELECT �1/\//-/ Z332 •. ♦♦♦ .° 'd -
MEETING AA8HT0 M-19B,ASTM.C-990 �111 //�/\ EXISTING SOIL BACKFILL IN 6"LIFTS�� 111 I11 1//�/� DETAIL 318E 1" .>ii♦ / e �°j±E 'Q 1 a - a�
STONE eHCxFILL ' ° ' 9 `+ i /\ / CONDITIONS / / Q
111 / (MATERIAL NO I 1,1 �/ r ( •°♦,,, d. d q/5r1 �¢+�� g/�� C
STANLEBB STEEL .',*z \ �1 \ /\ iimIN }I M _ ° d d: .d - °Water A n
1 ^r;`s 11 // LARGER THAN I" ••41\,i,// / ►�a{v a��:61►�Y i ,♦iiI/' a o d 4.. a -0 2 'd 4 �. vv�r I�Ir�
+ Sr RAP wutl 2 a'LD.PRECAST MANHOLE ! 12+ ,' T. ) / 34 I FACE TO BE MACHINED - °
oErAl!_ ,r1i \/\ //\\ 1 1 �r1` Q" 4 .
\ A,YCIIGk BOLTS TO MEET REQUIREMENT$OF Vv /\/� / \\//- 'I ( -I" i`$UR
G� d
i'.4 • I, \/\ 1 ./\/\ 21-518` d �. °
y f `
ASTM C478,AASHTO M15g ,\L t5(11'P)ad..f pRF ,:,.` I \/\// A/ /� 22-;va^ d .d '.e 'O '°. 4 �/' - p��q sF+y�
DjA)OIN. ` T 15504U IS BACKFILL IN6"LITS •.OD:J.! ITT°:; /\/j' �0 t i //\/\ a a ., �iIta I
V v 25-114" �7" ° Q
\ s U1 EJ: ..4 ys. RIS FRg MATERIAL NO '.,... . .. r her .. \//` \/ 23.314E A7.1/2" •d a .i d 4
�' d i
ICJ F E ( / �' / �/ SURFAC'c TO BE MACHINED- I I I .d 4
S 'I, UTF LARGER THANO , //\\. ... / \� °' 4 d-
/ MIN' �QU f / 1" d d e.' ° a 6 d
r
{ NOTES: //\,/ : - MINIMUM WEIGHTS.LBS. -- ° b
'�/'//\ \ /�' 1 /� I;/ .: .\ �% ;r FRAME-190 1" 1 , •d 1
RESHAPE/f I �,., \.� ,� /. FIDE \, ,7 PE 4 A
INVERT 1. MANHOLE DESIGN SPECIFICATIONS ~r %' \ COVER-120 2P.718•' `�2• d°' ``i' '
" OPI A-A SHALL CONFORM TO LATEST ASTM AND /J!/ y• - �, : TOTAL-310 d .
oECTI NCDOTSPECIFICATIONSFOR"PRECAST S,ri ,Yf// $EENOTE#1 00 PIPE DIAMETER * SEE NOTE#1 \ O.D PIPE DIAMETER A 24.112" �.. CAST IN PLACE
ED CONCRETE MANHOLE ' >�; .e,TB /'`� SEE NOTE#2 % LEBB THAN 14" 12" SEE NOTE#2 / / LESS THAN 14" 12" 4-318"
FIFE FIR N<IDE I EXI SHELL EL35 r,c 60NFOASON rD Aa11A BFRO9 DROP 0303E SECTIONS CONCRETE BLOCK REBAR SHOULD
2. BOTTCI,1 BEND TO eE'BU'Si1CHT BENU,SELLSPICOT,CF"OH JS WC.SPIGOT OF E-NU lU '21,:' �. NOTES: „� I/ 33-114"
REST DIRECTLY ON EXISTING SHELF.CONSTRUCT MASONRY 1ROUGH FROM AF.O EFFLUENT 7U REINFORCE. i ,,,t/y:±+yt fv" , 9' SS TH N 18" F' SS THAN 1J"
-r,;,,YAf�.rye
,I,N u,A L 2. DESIGN HAL_MEXPOSE ABOVE S. USE EXIBLE CONNECT RSS ALL
a, mcrcH Beu of Pbc cacP r0 nccEPr D'P sP,'aT AS Snca N. S L 4'''vF'k ` "' 1. WHEN IN RICK OR NON-CUSHIONING MATERIAL PLACEABED OF#57 STONE AT LEAST 6"THICK BELOW MORE THAN 24" 24" MORE THAN 24" 24" GENERAL NOTES: 11
4. LOCATE STRAPS Ar PPE BELL AND ABOVE BELL OF 90'BEND AS SHOWN. ADD EXTR, 3. MANHOLE RINGS EXPOSED ABOVE ;+Rr PIPES,fLEXBLECONNECTORSBHALL RDTEB: SEDTIDNA-A MIN 30 CF /4500 LB CONTINUE 8 MIN"
STRAPS As NECESSARY To MAINTAIN MARNA SPACNG OF TEN FEET. GRADE SHALL BE ANCHORED TO THE Ik MEET THE REQUIREMENTS OF ASTM MIDPOINT OF PIPE FOR TRENCH DEPTH'S UP T016'.WHEN TRENCH SGREATER THAN i6'DEEP PACE AN
5. HOLE:N MANHOLE WILL To BE,SIDE wail A cnRwc MACHINE.IvvTa_L FLEXIBLE RUBBER D I'SAND; CCENTRC C923 SPECIFICATIONS.SEE PLANS FOR ADDITIONALt Or CUSHIONING STONE FOR EACH 2'OF DEPTH UP TOAMAXIMUM CUSHIONING DEPTH OF I2". 1. WHEN IN ROCK OR NON-CUSHIONING MATERIAL PLACE A BED OF#57 STONE AT LEAST 6"THICK BELOW 1. ALL CASTINGS SHALL BE MADE OF CLEAN EVEN GRAIN TOUGH GREY CAST IRON.THE CASTING SHALL BE SMOOTH,
c6LPLNc. GRA ERfvG ORE I (," 457 PIPE SIZES AND INVERT ELEVATIONS. 2. WHERE UNSUITABLE S01L 18 ENCOUNTERED,EXCAVATE THE BOILAS DIRECTED BY THE'cNGINEER AND MIDPOINT OF PIPE FOR TRENCH DEPTH'S UP T016'.WHEN TRENCH IS GREATER THAN i6'DEEP PLACE AN /'�/ ('� AFTER TURN
, 6. CORE HOLE S„ALL NOT ENTER CONE SECTION. SECTION WITH(2)112"ANCHOR BOLTS. Si TRUE TO PATTERN,AND FREE FROM PROJECTIONS,SAND HOLES,WARP,AND OTHER DEFECTS. p'pE--•"'OLD {,.!OWN•
7. STEPS SHILL BE RELOCATED IF 1HEY CONFLICT rrnH INSIDE DROP. 4. CONTRACTOR SHALL SUPPLY "1,1IR / N • BACKFILL WITH#57 STONE. ADDITIONAL I"OF CUSHIONING STONE FOR EACH 2'OF DEPTH UP TO A MAXIMUM CUSHIONING DEPTH OF12. 2. ALL CASTINGS SHALL BE COATED WITH COAL TAR PITCH VARNISH WHILE HOT. .
a, A OECD n�A?;HOLE SHALL eE REOU/S X 1VHHEN cc.I. n'EICELSS 24'ENCEPr ISNEN THE 6 3. BACKFILL RI{ALL BE COMPACTED TO SS!STANDARD PROCTOR DENSITY. 2. WHERE UNSUITABLE SOIL IS ENCOUNTERED,EXCAVATE THE SOIL AS DIRECTED BY THE ENGINEER AND VE U ESF RSANITARY SEWER STRUCTURES SHALL HAVE"SANITARY SEWER"CARTON THEM.
INLET PIPE INVERT LIES WIIwN THE LOAER HALF of lhE OUTLET PIPE.SEE FIGURE 52.0 FCH CONCRTECOLLARS OR FLEXIBLE •°C THE CHANNEL DROP THRU 3. ALL CO RS S 0 'rU•riy 2C;t NC).
S rANDARD MANITOLE. RUBBER BOOTS ON ALL MANHOLE MANHOLE 130.2'MIN AND I.5'MAX 4. WHEN WORKING WITHIN NCDOT RIGHT-OF-WAYS IT MAY BE REQUIRED TO AODAONE(t)INCH ASPHALT BACKFILL WITH#57 STONE. 4. THE IRON USED FOR THESE CASTINGS SHALL CONFORM TO THE SPECIFICATIONS OF THE ASTM DESIGNATION A48 TO BE LITIL,1,ZEl� IN AREAS WHERE MINIMAL COVER IS ' � �"�'� ��
__ INFLUENT AND EFFLUENT PIPES. OVERLAY OVER AND AROUND THE CUT AREA 3. BACKFILL SHALL BE COMPACTED T035%STANDARD PROCTORDENSITY. FOR CLASS 30 GREY IRON.
WSACC MANHOLEDDDTAL 4° ArFgr` SANITARYBEWER DETAIL# REVISEDog9TATEprt SANITARYSEWER DETAIL# REVISED °Y `A glff SANITARY SEWER DETAIL# REWIRED �� ' E(� SANITARY SEWERS DETAIL# REVISED PRESENT AND. THE PIPE ELE1lAT10N IS SEL�OI!Thr F�OODPLAIN 2712 _
- CITY OF STATESVILLE S-4 MAY2010 ' e:;'' e CITY OF STATESVILLE s-11 MAY2010 -- e CITY OF STATESVILLE SA2 MAY2010 ''', CITY OF STATESVILLE S-9 MAY2010 DWG Pile Name
,1KVI51CN N/ATER AND SEWER AUTHORITY
N0. DATE BY CHRD OF CADARRUS COUNTY �" ' ° IX Trench Beddin & UADVSU'V mese'y�- Trench Beddin & Standard Manhole Frame SCALE: SHEET# e•
FILE NAME: s4,o I DATE:e/O6 .4o,c,.� m; PUBLIC WORKS DEPARTMENT 41 PRECAST MANHOLE SCALE: SHEET# fQwa n ueu u�� PUBLIC WORKS DEPARTMENT , gT SCALE: SHEET# 'yo - ,t PUBLIC WORKS DEPARTMENT I �e SCALE: SHEET# .7G 4,y PUBLIC WORKS DEPARTMENT
.N eg. N.T.S. 1 OF 1 °Ty 0ARG ' Backfill in Paved Roads N.T.S. 1 OF 1 5'II CA oti Backfil!Off Road N.T.S. OF 1 I?k A OA and Cover N.T.a, i DF ®�
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Project No. Drawing No.
( IN FEET ) 2712 ,
1 inch = 60 ft. ! DWG File Name:
2712 SDA Plan A®1
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