SWA000056_Plansheets_9/6/2019

Union County Sheriffs Office
AE DESIGN TRAINING AREA
SHELTER
MILLS HARRIS ROAD
MARSHVILLE, NC
DESIGNER
C L A R K N E X S E N
213 South Jefferson, Suite 1011
Roanoke, VA 24011
540.982.0800
Clark Nexsen License Number: C-1028
CONSULTANT
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
CHARLOTTE OFFICE
610 East Morehead St, Suite 250
CHARLOTTE, NC 28202
TEL [phone]
FAX [phone]
www.timmons.com
Site Developme4 Residential I Infrastructure TIachnology
40685
NORTH CAROLINA LICENSE NO. C-1652
SEALS
SUBMITTAL
5/15/2018
PRE -FINAL SUBMITTAL
REVISIONS
1 4/22/19
2 5/08/19
KEY PLAN
SHEET
COUNTY COMMENTS
COUNTY COMMENTS
COVER SHEET
C-000
SHEET 1 OF 16
DESIGN: J. ZILKE
DRAWN: J. ZILKE C N 7395
REVIEW: B. CRUTCHFIELD

1 12 13 14
5
I
C
GENERAL SITE PLAN NOTES:
1. THESE PLANS HAVE BEEN DESIGN BASED ON AN AERIAL PHOTO, SITE VISITS, AND FIELD -RUN TOPOGRAPHIC SURVEY.
2. WHEN AVAILABLE, WRITTEN SPECIFICATIONS AND GEOTECHNICAL REPORT SHALL BE CONSIDERED PART OF THESE
DOCUMENTS.
3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND REVIEWING ALL RELEVANT TECHNICAL/DESIGN DOCUMENTS.
4. TIMMONS GROUP IS NOT RESPONSIBLE FOR ANY CLAIMS DUE TO THE CONTRACTOR CONSTRUCTING WITH
INCORRECT PLANS. CONTRACTOR SHALL VERIFY THEY ARE WORKING OFF OF THE LATEST DESIGN DOCUMENTS
PRIOR TO COMMENCING CONSTRUCTION.
5. UNLESS SPECIFICALLY IDENTIFIED OTHERWISE, IN THE EVENT OF CONFLICTING INFORMATION BETWEEN THESE
PLANS AND THE GEOTECHNICAL REPORT, THE GEOTECHNICAL REPORT WILL GOVERN. CONTRACTOR SHOULD
IMMEDIATELY ADVISE DESIGN ENGINEER IN WRITING OF CONFLICT.
6. CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL APPLICABLE SITE PERMITS AND HAVE COPIES READILY AVAILABLE
DURING CONSTRUCTION. CONTRACTOR SHALL REVIEW ALL APPLICABLE PERMITS AND SHALL BE FAMILIAR WITH ALL
ASSOCIATED COMMENTS/CONDITIONS PRIOR TO CONSTRUCTION.
7. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE
IDENTIFIED ON THESE PLANS.
8. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, LOCAL AND THE LATEST OSHA STANDARDS AND
REQUIREMENTS AT ALL TIMES.
10. CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS TO CONSTRUCT THE
PROPOSED IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION.
11. TIMMONS GROUP IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE GENERAL CONTRACTOR IS RESPONSIBLE TO
DESIGNATE AN INDIVIDUAL RESPONSIBLE FOR CONSTRUCTION SITE SAFETY IN ACCORDANCE WITH FEDERAL, STATE,
AND LOCAL CODE. TIMMONS GROUP AND/OR IT'S SUBCONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY
CONTROL OVER ANY CONTRACTOR IN CONNECTION WITH THEIR WORK AND/OR SAFETY PROCEDURES. THE GENERAL
CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY.
12. CONTRACTOR RESPONSIBLE TO MAINTAIN A SECURE SITE DURING CONSTRUCTION.
13. CONTRACTOR TO VERIFY ALL EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES SHALL
BE IMMEDIATELY PROVIDED TO DESIGN ENGINEER IN WRITING. NO ADDITIONAL COMPENSATION WILL BE PAID TO
CONTRACTOR AS A RESULT OF ANY DISCREPANCY WITHOUT OBTAINING WRITTEN APPROVAL TO PROCEED FROM
THE DESIGN ENGINEER. ANY DEVIATIONS FROM THE APPROVED PLAN WITHOUT WRITTEN APPROVAL IS AT THE
CONTRACTORS OWN RISK AND TIMMONS GROUP SHALL BE INDEMNIFIED BY CONTRACTOR FROM RESULTING COSTS.
14. THE CONTRACTOR SHALL CONTACT MISS UTILITY (811) PRIOR TO START OF CONSTRUCTION AND IS RESPONSIBLE TO
PROTECT EXISTING UTILITIES DURING CONSTRUCTION.
15. CONTRACTOR TO PROVIDE SOIL EROSION MEASURES AS NECESSARY TO KEEP SEDIMENT FROM LEAVING THE
SUBJECT SITE UNTREATED.
16. CONTRACTOR IS RESPONSIBLE FOR OBTAINING, UNDERSTANDING, AND FOLLOWING THE LOCAL NOISE ORDINANCES.
17. THE LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATING WITH THE RESPECTIVE UTILITY COMPANIES FOR A MARKOUT PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL UTILIZE MISS UTILITY AND/OR ANY OTHER APPLICABLE UNDERGROUND UTILITY NOTIFICATION
SYSTEM. ANY EXISTING ON -SITE UTILITY SERVICES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. ANY DISCREPANCIES BETWEEN THE PROPOSED PLAN AND THE EXISTING UTILITY LOCATIONS SHALL
BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THE PROPOSED PLAN
AND THE EXISTING UTILITY LOCATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER IN WRITING.
18. THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ABOVEGROUND AND UNDERGROUND FEATURES AND
UTILITIES DURING CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES WILL BE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR AT NO COST TO THE OWNER.
19. THE CONTRACTOR IS RESPONSIBLE TO REVIEW ALL DRAWINGS AND APPLICABLE CODES PRIOR TO CONSTRUCTION.
SHOULD A CONFLICT ARISE BETWEEN THE PLANS AND/OR SPECIFICATIONS AND THE APPLICABLE CODES, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING.
20. ANY UTILITY THAT IS PROPOSED TO BE ABANDONED WILL BE DONE SO BY THE CONTRACTOR IN ACCORDANCE WITH
THE APPLICABLE CODES AND REGULATIONS.
21. ALL BACKFILL MATERIAL, ASPHALT MATERIAL, SUBBASE MATERIAL AND ASSOCIATED CONSTRUCTION PROCEDURES
AND RECOMMENDATIONS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IF AVAILABLE. THE
CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND FAMILIARIZING THEMSELVES WITH SAID REPORT.
22. ANY REMOVAL OF SOIL AND/OR DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LAWS AND
REGULATIONS.
23. THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TO CONSTRUCTION. IN ORDER TO PREVENT THE
PONDING OF WATER, ALL GRADES SHALL HAVE A MINIMUM SLOPE OF THE FOLLOWING UNLESS OTHERWISE NOTED
ON THE PLAN: 0.75% ALONG GUTTERLINES AND CURBLINES, 1 % ALONG ALL CONCRETE AREAS AND 1.5% ALONG ALL
PAVEMENT SURFACES.
24. UNLESS OTHERWISE SHOWN ON THE PLANS, THE PROPOSED DRIVE WAY ELEVATION SHALL MATCH EXISTING.
25. THE CONTRACTOR SHALL ENSURE A SMOOTH TRANSITION AND POSITIVE DRAINAGE BETWEEN EXISTING ASPHALT
AND PROPOSED GRAVEL DRIVE.
26. FOR GRAVITY SYSTEMS SUCH AS STORM SEWER SYSTEMS AND SANITARY SEWER SYSTEMS, THE CONSTRUCTION
SHALL START AT THE LOWEST INVERT AT THE TIE-IN POINT AND CONTINUE UPSTREAM TO THE HIGHEST POINT.
27. UNLESS NOTED OTHERWISE ON THE PLANS, INSTALLATION OF UTILITY PIPES AND APPURTENANCES SHALL BE PER
MANUFACTURERS' STANDARDS AND RECOMMENDATIONS.
UNION COUNTY NOTES:
1. THIS IS A UNION COUNTY GOVERNMENT FACILITY AND WILL ONLY BE USED FOR OFFICIAL UNION COUNTY BUSINESS
AND ACTIVITIES.
2. FOR PRESERVED VEGETATION, MAINTENANCE SHALL BEGIN AT THE TIME ROOT PROTECTION ZONES ARE
ESTABLISHED AND SHALL CONTINUE INDEFINITELY. FOR PLANTED MATERIALS, MAINTENANCE SHALL BEGIN AT TIME OF
PLANTING AND CONTINUE INDEFINITELY.
3. PARKING SHALL BE MAINTAINED IN A MANNER TO PREVENT REPAIR OR REPLACE DETERIORATED SURFACE MATERIALS
AND ALL PARKING SPACES SHALL BE CLEARLY DEFINED.
4. THOUGH IT MAY NOT BE ILLUSTRATED, SHOWN, LISTED, STATED, DENOTED, OR EXPRESSED ON THIS PLAN, THIS PLAN
SHALL FULLY COMPLY WITH THE UNION COUNTY DEVELOPMENT ORDINANCE IN PLACE AT TIME OF APPROVAL.
5. THERE ARE NO CONNECTIONS TO A PUBLIC/COUNTY ROAD PROPOSED WITH THIS APPLICATION, AND ADDITIONALLY
THIS APPLICATION DOES NOT MEET THE REQUIREMENTS OF SECTION 60.160-B OF THE UNION COUNTY DEVELOPMENT
ORDINANCE. THUS A TRAFFIC IMPACT ANALYSIS IS NOT NECESSARY OR REQUIRED. DUE TO LACK OF PUBLIC/COUNTY
ROAD CONNECTION, SIGHT TRIANGLES HAVE NOT BEEN PROVIDED IN THIS SET OF PLANS.
LEGEND
SEWER
1 N 7605.80
E 9378.25
IAIA TCr!h
EXISTING SANITARY SEWER
SANITARY SEWER
SANITARY MANHOLE NUMBER
W/ COORDINATE LOCATION
EX SANITARY MANHOLE
SANITARY MANHOLE
EXISTING CLEAN OUT
CLEAN OUT
EXISTING WATER LINE
WATER LINE
EXISTING WATER VALVE
®
WATER VALVE
®
POST INDICATOR VALVE
EXISTING WATER METER
•
WATER METER
EXISTING FIRE HYDRANT
Y
FIRE HYDRANT
WATER LINE REDUCER
EX WATER LINE PLUG
WATER LINE PLUG
WATER LINE CROSS
i T i
WATER LINE TEE
%.*,
FIRE DEPT CONNECTION
a*
WATER SPIGOT
EXISTING WELL CASING
NATURAL GAS
EXISTING GAS METER
EXISTING GAS VALVE
EXISTING GAS LINE
G GAS LINE
MISCELLANEOUS UTILITIES
?#
EXISTING LIGHT POLE
XX
EXISTING YARD LIGHT
EXISTING GROUND LIGHT
0-0-0 0-0
LIGHT POLES
�S
EXISTING UTILITY POLE
UTILITY POLE
<
EXISTING GUY WIRE
0
EXISTING ELECTRIC METER
- OHP
EXISTING OVERHEAD ELECTRIC
OVERHEAD ELECTRIC
- UGC -
EX UNDERGROUND ELECT LINE
UNDERGROUND ELECTRIC LINE
©
EXISTING TELEPHONE PEDESTAL
QQ
EXISTING TELEPHONE MANHOLE
- OHT -
EX OVERHEAD TELEPHONE LINE
OVERHEAD TELEPHONE LINE
- UGC -
EX UNDERGROUND TELEPHONE LINE
UNDERGROUND TELEPHONE LINE
- OFO -
EX OVERHEAD FIBER OPTIC LINE
OVERHEAD FIBER OPTIC LINE
- UFO
EX UNDERGROUND FIBER OPTIC LINE
UNDERGROUND FIBER OPTIC LINE
©
EX CABLE TV PEDESTAL
EX OVERHEAD CABLE TV LINE
OVERHEAD CABLE TV LINE
EX UNDERGROUND CABLE TV
UNDERGROUND CABLE TV LINE
COMBINED POWER/CATV
COMBINED POWER, TELE, CATV
COMBINED POWER, TELEPHONE
COMBINED TELEPHONE, CATV
SITE
O 1
DESCRIPTION
ELEVATION
&B-1
`a.rtr'
x -
X
200
zoo
T/C E/P SWL
O
O
O
El
EXISTING STORM SEWER
STORM SEWER
EX DROP INLET
DROP INLET & STRUCTURE NUMBER
EXISTING STORM SEWER MANHOLE
STORM SEWER MANHOLE
EXISTING ROOF DRAIN DOWNSPOUT
ROOF DRAIN DOWNSPOUT
EXISTING CURB
CURB
EXISTING CURB & GUTTER
CURB & CUTTER
PROPERTY LINE
BENCH MARK
APPROX BORING LOCATION
LIMITS OF CONSTRUCTION
EXISTING TREE LINE
CLEARING LIMITS
EXISTING SHRUB
EXISTING TREE
EXISTING FENCE
FENCE
EXISTING CONTOUR
CONTOUR
SPOT ELEVATION
C/L SWALE
EXISTING SIGN
SIGN
BOLLARD
EXISTING FLAG POLE
PROPERTY MARKER FOUND
PIPE FOUND
MONUMENT FOUND
DEVELOPMENT SUMMARY:
TOTAL TRACT ACREAGE: 161.03 AC.
TOTAL DEVELOPED AREA: 5.75 AC.
TOTAL IMPERVIOUS AREA: 2.86 AC. (1.8% OF TOTAL TRACT)
AREA DISTURBED WITH THIS APPLICATION: 2.00 AC
ZONING: RA-40
BUILDING SETBACKS REQUIRED: PROVIDED:
STREET/FRONT 40' 800.50'
SIDE 15' 376.46'
REAR 40' 548.94'
MAX. BUILDING HEIGHT: 35'
PROVIDED BUILDING HEIGHT: 26' (SHOOT HOUSE), 23' (ASSEMBLY SHELTER)
PARCEL #: 02202008
PROPOSED USE: BUSINESS
TOTAL BUILDING AREA: 14,235 SF
SHOOT HOUSE 4,225 SF
ASSEMBLY SHELTER 6,554 SF
PORTABLE CLASSROOMS 864 SF x 4 = 3,456 SF
PARKING EXISTING: 25 SPACES
ADDITIONAL PARKING REQUIRED: 0 SPACES
ADDITIONAL PARKING PROPOSED: 1 SPACE
TOTAL PARKING PROVIDED: 26 SPACES
ADA SPACES: 3 SPACES (INCL. IN ABOVE COUNT)
PLUMBING FIXTURES REQUIREMENTS - (New Construction)
Figures combine Assembly Shelter and Modular Classrooms 300 feet distant.
(TABLE 2902.1)
OCCUPANCY
WATERCLOSETS
URINALS
LAVATORIES
SHOWERS/
DRfNKING FOUNTAINS
USE GROUP
TUBS
MALE
FEMALE
MALE
FEMALE
REGULAR
ACCESSIBLE
AND/OR SPACE
DESIGNATION
BUSINESS: (Modular Classrooms - 35 occupants)
TOTAL Required 1 I 1 I - I 1 I 1 I - I -
ASSEMBLY A-3: Shelter - 360 occupants)
TOTAL Required 1 2.5 1 2.5 1- 1 1
Union County Sheriffs Office
AE DESIGN TRAINING AREA
SHELTER
MILLS HARRIS ROAD
MARSHVILLE, NC
DESIGNER
C L A R K N E X S E N
213 South Jefferson, Suite 1011
Roanoke, VA 24011
540.982.0800
Clark Nexsen License Number: C-1028
CONSULTANT
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
CHARLOTTE OFFICE
610 East Morehead St, Suite 250
CHARLOTTE, NC 28202
TEL [phone]
FAX [phone]
www.timmons.com
Site Developmer# Residential I Infrastructure Tl chnology
40685
NORTH CAROLINA LICENSE NO. C-1652
SEALS
SEAL
SUBMITTAL
5/15/2018
PRE -FINAL SUBMITTAL
REVISIONS
1 4/22/19
2 5/08/19
KEY PLAN
COUNTY COMMENTS
COUNTY COMMENTS
SHEET
GENERAL NOTES
AND ABBREVIATIONS
001
U
6. OUTDOOR SITE LIGHTING IS NOT PROPOSED WITH THIS APPLICATION.
7. A PUBLIC ADDRESS (PA) SYSTEM IS NOT PROPOSED WITH THIS APPLICATION.
TOTAL:
TOTAL Required 2.14 3.47 - 1.34 1 1.34 - 1__T 1
TOTAL Provided 2 4 1 2 1 2 1 2 - 0 1 0
SHEET 2 OF 16
DESIGN: J. ZILKE
DRAWN: J. ZILKE C N 7395
REVIEW: B. CRUTCHFIELD

Union County Sheriffs Office
AE DESIGN TRAINING AREA
SHELTER
MILLS HARRIS ROAD
MARSHVILLE, NC
DESIGNER
4
C L A R K N E X S E N
213 South Jefferson, Suite 1011
Roanoke, VA 24011
540.982.0800
Clark Nexsen License Number: C-1028
CONSULTANT �� ���•
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
SEALS
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
CHARLOTTE OFFICE
610 East Morehead St, Suite 250
CHARLOTTE, NC 28202
TEL [phone]
FAX [phone]
www.timmons.com
Site Developmerf Residential IInfrastructure Tl chnology
NORTH CAROLINA LICENSE NO. C-1652
IIt111IlJf��//'
�i
SEAL
t, CRV-\G
SUBMITTAL
5/15/2018
PRE -FINAL SUBMITTAL
REVISIONS
1 4/22/19
2 5/08/19
KEY PLAN
SHEET
COUNTY COMMENTS
COUNTY COMMENTS
OVERALL SITE
vx1 00
SHEET 3 OF 16
DESIGN: J. ZILKE
DRAWN: J. ZILKE C N 7395
REVIEW: B. CRUTCHFIELD

1
2
3 14
5
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EXISTING FIRE LANE
SIGNS
GPS 2
0 N: 466, 528.21
E: 1, 576, 040.94
EV.: 541.23'
X-
/X
ASPHALT
EDGE OF
PAVEMENT
\7LF�
X
EDGE OF
PAVEMENT
i
i
II
I
I I I I M
I 1
C,
1 1 \ \ \ r ' / ' l l / / i / N. 96575.17
E: 1'576533.63
I AfPRpX(�OC. EX. �E`PTh
1 , D4`TRIBUT,ION BO.
/ I
IIFE~ 1 / ' / /' / \ /
- 534 _ - EX-4500 AL.
535536 _ _ _ - / / SEPTIlL'TANK I
537 -
IJ�f:Y.Y:Y:Y«�y
r
-- - -- _538 GPS1
-
-- -- _539-- --� / 9/ / / N: 466,509.80
- - - -540-� \ / ° / i5� / / / 'y� E• 1,576,609.51
FENCE- /_\ LE V.: 546.09'
X I )f - 41-
,5k\
- - - - - - ASPHALT CONC
_--- A C CYv" \\N
-542
1 /
EB
EXISTING INDOOR RANGE
\ I \ 1 \ \ �ELLiTANK
a I N
VVE,LL
15-Pvc
X 8 1 I k 1.7' HH
FFE=542.75 FFE=542.78 \ ' RI-AT3-j.2 ' UTIL
IN- 311.312(8 / VAULT/
* 1 / IN �6. 9(" C)
T,1511.h1(� S)
r
AD k CO
PAD RASS / /' / ' l 1 I /' N
Ir �G 2x2' CONC�PADCONC WALK
-60 VUS< (fin) o
2'x2'-GOI\7t`:� FAD 2' PAD \ — — _ _ CONC WALK — — — — — -_ /' Q��e � / ( \ � •y� 5
CB 1 \ - - - - - - �g`6
RIM=537.700 ��` — — TELE H -541 �vxl.17HH
OUT=S 4.51 / \ --------- VA�`{L T - - - - I I I \
STORM \� \ EXISTING 'ROTUNDILOBA' / �/ / / / I I UfIL I I I I \
RIM=542. ��\�.s \ SWEETGUM TREES UNABLE TO LOCATE / / / fin,/ / / I I VAULT I I I \ \
INV=530. \� Rio (PER PHASE 1 PLANS) END OF PIPE
(FUL F WATER)
' \ AtHALT'jR
540 —
ASPHALT
--- ---- C>3
CB
Rl =538. ( / 1N=b'32,05(GB,,2�
\=532.81(CB 1) /duT=5�3 0 ("B i)'
OUT=532.76
,
\�sQ` \ \� �-5\ _ '41
I I s \ \ \ \ \ I 1 EDGE OF 546 1 1 \ \ \
PAVEMENT
\ \ RIA4=53546
N: 466,243.30
E: 1,576,1�2.32-
\ ELEV.:551.>`8\545
543-
\ \ \ \ c -�X X yFFNCE
` X UR
\ I I
\I \\ rn I I I /J\�� -544-
-A N: 466,202.30
-E I, 576, 392.39
ELEV-: 5_4 .04'
/ / I
I
\ I
I / /
I /
-542----/
i
i
a / _
-- 539-----
/ ---- 538----
N.- 466633.68
E: 1576644.15
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0
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EXISTING CONDITIONS NOTES:
1. DATUM/EPOCH: NAD83 (2011) - EPOCH 2O10.00
2. EXISTING CONDITIONS SHOWN ON THIS SHEET
TAKEN FROM FIELD -RUN PARTIAL TOPOGRAPHIC
SURVEY PERFORMED BY TIMMONS GROUP ON
11/10/2017 AND 11/13/2017. REFER TO ORIGINAL
SURVEY FOR ADDITIONAL NOTES AND
INFORMATION.
3. THE PROJECT LIMITS LIE IN ZONE X, AREA OF
MINIMAL FLOODING ACCORDING TO FLOOD
INSURANCE RATE MAP 3710547600J, EFFECTIVE
DATE 10/16/2008.
4. EXISTING BENCHMARKS SHALL REMAIN
UNDISTURBED UNLESS PRIOR APPROVAL IS
GRANTED IN WRITING BY TIMMONS GROUP.
0
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0
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O
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0
0
0
0
0
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EXISTING CONDITIONS LEGEND o
0
0
EB ELECTRICAL BOX °
® UTILITY VAULT °
0
MH DRAINAGE 0
WELL o
ROOF DRAIN °
QQ BOLLARD o
❑5 ELECTRIC BOX °
® CLEAN OUT °
0
LINE NOT SURVEYED o
—x- FENCE °
RIP RAP 0
0
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0
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O
0
O
0
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0
ti 00
100 YEAR FEMA FLOOD LINE o 1\,
(TAKEN FROM PROPERTY 0
SURVEY DATED 12/2/14)
0
0
CENTERLINE OF 0
JACKS BRANCH °
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0
0
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SCALE 1 "=30'
0
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0 I 0 30' 60'
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Union County Sheriffs Office
AE DESIGN TRAINING AREA
SHELTER
MILLS HARRIS ROAD
MARSHVILLE, NC
DESIGNER
C L A R K N E X S E N
213 South Jefferson, Suite 1011
Roanoke, VA 24011
540.982.0800
Clark Nexsen License Number. C-1028
CONSULTANT * 00��
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
CHARLOTTE OFFICE
610 East Morehead St, Suite 250
CHARLOTTE, NC 28202
TEL [phone]
FAX [phone]
www.timmons.com
Site Development Residential I Infrastructure *hnology
40685
NORTH CAROLINA LICENSE NO. C-1652
SEALS
SUBMITTAL
5/15/2018
PRE -FINAL SUBMITTAL
REVISIONS
1 4/22/19
2 5/08/19
KEY PLAN
SHEET
COUNTY COMMENTS
COUNTY COMMENTS
EXISTING
CONDITIONS
VX200
SHEET 4 OF 16
DESIGN: J. ZILKE
DRAWN: J. ZILKE C N 7395
REVIEW: B. CRUTCHFIELD

1
2 13
L
5
I
C
M
M
0
Q
z
DEMOLITION NOTES:
1. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED BY THE OWNER OR OTHERS AT ANYTIME. ANY POTENTIAL UTILITY INTERRUPTIONS SHOULD BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND OWNER PRIOR TO ANY WORK BEING DONE.
2. PROVIDE SAFETY FENCE AROUND WORK AREA. ALL AREAS WITHIN THE CONSTRUCTION AREA SHOULD BE PROTECTED FROM THE PUBLIC.
3. SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UTILITY
LOCATIONS AND DEPTHS.
4. CONTRACTOR SHALL VERIFY LOCATIONS AND SIZES OF ALL EXISTING FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
5. NO EXCAVATION IN THE AREAS OF EXISTING UTILITIES IS PERMITTED UNLESS THEIR LOCATION HAS BEEN DETERMINED. CALL "MISS UTILITY" AT 1-800-632-4949, THREE ,
WORKING DAYS PRIOR TO WORK.
6. ALL EXISTING UTILITIES SHALL BE PROTECTED AND MINIMUM COVER WILL BE MAINTAINED DURING DEMOLITION AND CONSTRUCTION. -\
\
7. CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND SHALL REPAIR OR REPLACE ANY DAMAGES TO EXISTING UTILITIES RESULTING FROM I I
CONSTRUCTION.
I
8. CONTRACTOR SHOULD MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. DRIVEWAY LANE CLOSURES SHOULD BE COORDINATED WITH THE OWNER PRIOR TO
COMMENCEMENT. CONTRACTOR IS RESPONSIBLE FOR SIDEWALK, STREET, AND DRIVEWAY CLOSURES AS REQUIRED.
I I I
I
9. REMOVE/ DEMOLISH/ ABANDON AFTER EROSION CONTROL MEASURES ARE IN PLACE AND APPROVAL OF THE COUNTY INSPECTOR. REFER TO EROSION CONTROL PLAN. i
I I
10. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS EXCEPT WHEN PERMITTED UNDER THE FOLLOWING CONDITIONS AN� I I
THEN ONLY AFTER ARRANGING TO PROVIDE ACCEPTABLE TEMPORARY UTILITY SERVICES. (1) NOTIFY ARCHITECTS NOT LESS THAN 72 HOURS IN ADVANCE OF PROPOSE \ \
UTILITY INTERRUPTIONS. (2) DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING ARCHITECTS WRITTEN PERMISSION. (3) COORDINATE ALL UTILITY I \\
RELOCATION WITH APPROPRIATE UTILITY PROVIDER. I \\
I 1 \\
11. ALL TREES AND PLANTINGS INDICATED AS BEING REMOVED SHALL BE RESET IN THE SAME LOCATION AFTER FINAL GRADE IS REACHED. CONTACT THE ENGINEER IN
WRITING IF ANY CONFLICTS WILL BE CAUSED BY RESETTING A TREE OR PLANTING.
DEMOLITION LEGEND
_ DENOTES AREA OF
DEMOLITION
`,� - REMOVE (SEE NOTE 11
J� BELOW)
------ - SAWCUT 0
0
O
0
o
0
o
N: 466633.68 °
°
��X. SEPTIC E: 1576644.15 °
FIE,L o
o
o
M '
I I I °
O
'Ile
o
\ \\ \ \ / l / / /h / / N.- 406575.17 / o
E: 576533.63 / 0
o
/ / / h I I // // 0
/ / / APPRPX.V,0C. EX. 5ZPTIC
I / / / / / DOTRIBUT,ION BOX �/ ' / ' / / o
/ / \ FE.51 1 / / ' / / \' / / / /
jX 1 ® / / / N/466548.31 / o
/ G )IVV 53 .33, / / / LII�IITAF / . °
� / E. 157655741 /
D URBAN6EE - 2.Od AC. 1 // / / / / / °
GPS 2 - - -534 �_ / �� EX APP��DO GAL. 1 �,P� / / o
0 N: 466,528.21 - _ -536 _ - _ - / , SEPTW TANK 1 /' /' / 00
E: 1, 576, 040.94 537 - - - - / ' / / / °
EV.: 541.23' -_- - - - - _ 536 ' - / / GPS 1 0
_ _ _ 539- - - - C\ / / N: 466,509.80 O
�x x x x x _ _ _ - -540-� _ \ / ' i Lk3 / - - L E: 1,576,609.51 0
x x x x x FENCE- \\ � / ' � - ' �ELEV.: 546.09' o
/ 1 - 541- \A o
/ -\�C /
ASPHALT 0
/ EDGE E _------ PAVEMENT ASPHALT /
N: 466663.85
I ' E: 1576613.80
- - - CONC - C C \\ I I I REMOVE PORTION °
\\ \ \ 1 Ole FENCE
0
_ / D \\� \ o
7--542� \�� \\ \\ \ \ // ------ / //' 0
O
0
\\ / /0
/ \\ / / 0
/ \\\ , \ \ \\ 1 I / / o
I \0
/ / ° I
EB �� / / / � 0 tu
b I \\ 1 1 \\ \ �� W 0 Q
EXISTING INDOOR RANGE \ , / / / / / t�
I \ 1 LLiT / , o Z I
10( (TAKEN FROM PROPERTY 0
l
-I- -_ _ = v\ 11 1 1 _WF.iL SURVEY DATED 1212114) 0 I
�-�Pvc -I 1 1 1 / 4 , / /
z1.7' HH / o
FFE=542.75 FFE=542.78 \ I /' RI U.4 r ' lL ' ' / ' / CENTERLINE OF o
IN 3b.312(�B / L T/ / , / /
* v 1 / IN- �6.$9( C) / / / / JACKS BRANCH °
p * * C * * 1 I / /' d T*531. 1(t` S) / / / / / / 0
x CO C / / / I / / / / / o ° /
2x2'CONC�PAD AD - PAD \ RASS / /�/ // /I 1 / / / 0 0
I _ CONC WALK �/ / / h ^ / O
EO WX \ ❑ D / - - - - - - - - - - - _ / / �/ \ 1 /l 1 I /l l I I / �n It / / / / 0 ° /
\ 2'x2'-COAN OAD / o o - - - - - - _ / /Q / / I / / V / / / o
1 2' PAD \ - _ _ _ CONC WALK /' �G I �' / ' \ \ 4J^�� / /' / O
CB I
RIM=537.70- �\` _ - TELEH 541 - - - - /'' \\ / / / �I \ 1 I I I I 4 / 0 0 0
OUT-54.51 �\ VNLT--------- / / h� / 1k1.17'HH I I I I \ o
STORM \� \ \ EXISTING ROTUNDILOBA' j' / / I I Al i I I 1 \ 0 0 /
RIM-542. \ \� �S \ SWEETGUM TREES UNABLE TO LOCATE \ / I VAV I I \ \ \ 0 0 INV=530. \� ��A (PER PHASE 1 PLANS) END OF PIPE \� / / h I \ 0
(FUL WATER) \\ \ \ \\ / ' ' ' I I I 1 \ \ \ \ °
\I \ °0
I 1 A HALT a: _ // / / t / / \ 1 \ l l \ \ o
ASPHALT I 540 o
I \ - --- - ---- - 18RCP \\ jj-' ////// II,
/,/ N6, I I \ \ \ \ \ \ \\ I o
EDGE OF i-------------- ----- `_ ___ C��� /.h 1 \ \\ \\ \\ \ \\ 0
PAVEMENT l CB 'R.IM ,537,g ( \ \ \ \ \ \ °
1Nt5321 8 O I
RI =538.86 '1 ) 1 \ \ \ \ \ o
\ � // 7N=�32 (LJB 2� / 1 \ \
\=532.81(CB 1) / /dU �05(CBg)' / I \ \ \ o
\ 11 IN=532.77(CB 11) / / \ \ \
0
OUT=532.76 , , / / / / \ \ \ \ \ \ \
REMOVE PORTION OF FENCE TO \
A11LOW FOR INSTALLATION OFI \ \ \ \ \ \ \ o
_ HENCE GATE \ 1 11 \ \ \ \ 0 0 0
/ 1 \ n\� EDGE OF - ��' ' / 46 ' ' - 11 1 \ \\ \\ o
PAVEMENT - J / / /5 / 5 1 \ \ \ \ \ o I
�T5 - - - - - a
/ I
\ \ \ \ \ \ \ \ \ \ \ °
�M5.46
466�243. / °
E.- 1, 576,1i92.32
\ / ELEV.:551.�`8' ° I
\ \ \ LIMITS OF\\ \ \ \�\ _ 543- - - - - - - - / / \ - _ 545 - / \\ \ 1 I 1 1 \\ o
\ \, \DISTURB\ANCE = 3\59 AC. \ -fix - x - -r1 NCE \ 1 I I 0
\ \
o
\\ \ \\ 1 I 1 0
UR
C-31I
1 \ C3 rn I I I REMOVE FfORTION OF FENCE TO _ -644 - 1 I ° I
I I ALLOINFOR INSTALLATION OF, - N: 466,202.30 / / I LI ITS OF o
0 I I I DI TURBANCE = 3.59 AC. O
1 I I FENCE &A%E -E_1, 576, 392.39 - - - _ - - / /
O
0
0
°
00
0
0
542---_'
\ / / o
/ 1 / O� /�i \�- - - - -- _ //
MATCHLINE SHEET CD101 �h _ _ _ - _ _ -541 _ o
07 / /' / / / / h5 53S' \ / 0
/ / �cb ' / ' / / ' // ---- - 539----' o
-
09
EXISTING FIRE LANE
SIGNS
Union County Sheriffs Office
AE DESIGN TRAINING AREA
SHELTER
MILLS HARRIS ROAD
MARSHVILLE, NC
DESIGNER
C L A R K N E X S E N
213 South Jefferson, Suite 1011
Roanoke, VA 24011
540.982.0800
Clark Nexsen License Number: C-1028
CONSULTANT 099000,
• •
00
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
CHARLOTTE OFFICE
610 East Morehead St, Suite 250
CHARLOTTE, NC 28202
TEL [phone]
FAX [phone]
www.timmons.com
Site Developme4 Residential I Infrastructure Tl chnology
40685
NORTH CAROLINA LICENSE NO. C-1652
SEALS
SUBMITTAL
5/15/2018
PRE -FINAL SUBMITTAL
REVISIONS
1 4/22/19
2 5/08/19
KEY PLAN
COUNTY COMMENTS
COUNTY COMMENTS
SHEET
DEMOLITION PLAN
CD100
U
SCALE 1 "=30'
0 30' 60'
SHEET 5 OF 16
DESIGN: J. ZILKE
DRAWN: J. ZILKE C N 7395
REVIEW: B. CRUTCHFIELD

Union County Sheriffs Office
AE DESIGN TRAINING AREA
SHELTER
MILLS HARRIS ROAD
MARSHVILLE, NC
DESIGNER
C L A R K N E X S E N
213 South Jefferson, Suite 1011
Roanoke, VA 24011
540.982.0800
Clark Nexsen License Number: C-1028
CONSULTANT
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
CHARLOTTE OFFICE
610 East Morehead St, Suite 250
CHARLOTTE, NC 28202
TEL [phone]
FAX [phone]
www.timmons.com
Site Developme4 Residential I Infrastructure TIachnology
40685
NORTH CAROLINA LICENSE NO. C-1652
SEALS
SUBMITTAL
5/15/2018
PRE -FINAL SUBMITTAL
REVISIONS
1 4/22/19
2 5/08/19
KEY PLAN
COUNTY COMMENTS
COUNTY COMMENTS
SHEET
DEMOLITION PLAN
CD1 01
SHEET 6 OF 16
DESIGN: J. ZILKE
DRAWN: J. ZILKE C N 7395
REVIEW: B. CRUTCHFIELD

1
2
3
L
5
I
C
U
4
n,
II
I•a
77
k 3w
�•�
.
�-�,
VIM
MODULAR CLASSROOMS
REHABILITATION
SHELTER
GPS 2
AN: 466, 528.21
E: 1, 576, 040.94
EV. 541.23'
/X X X
COORDINATE TABLE
POINT NO.
NORTHING
EASTING
1
466267.37
1576484.48
2
466215.19
1576536.95
3
466177.12
1576575.24
4
466226.75
1576624.60
5
466182.94
1576504.87
6
466171.43
1576499.22
7
466154.66
1576497.03
8
466148.78
1576494.08
9
466120.30
1576464.76
10
466133.81
1576436.61
11
466134.23
1576424.61
12
466097.78
1576463.51
13
466102.07
1576323.08
14
466117.30
1576251.54
15
466136.76
1576203.51
16
466267.56
1576053.57
COORDINATE TABLE
POINT NO.
NORTHING
EASTING
17
466211.07
1576459.32
18
466212.19
1576427.34
19
466186.98
1576418.50
20
466166.99
1576417.75
21
466134.51
1576416.62
22
466137.48
1576331.67
23
466322.96
1576511.56
24
466332.62
1576508.05
25
466334.33
1576512.75
26
466329.04
1576486.64
27
466322.03
1576483.86
28
466348.93
1576474.09
29
466507.78
1576501.71
30
466489.50
1576535.28
31
466468.87
1576516.87
32
466475.98
1576542.89
COORDINATE TABLE
POINT NO.
NORTHING
EASTING
33
466459.19
1576553.70
34
466534.49
1576633.67
35
466517.68
1576644.49
36
466464.61
1576623.87
37
466439.24
1576621.76
38
466430.44
1576617.03
39
466343.96
1576566.39
40
466334.02
1576562.04
41
466317.01
1576533.84
42
466311.37
1576539.51
43
466290.42
1576507.40
47
466485.58
1576496.86
48
466260.25
1576083.21
49
466296.61
1576114.07
X
v
SITE PLAN NOTES:
1. BUILDING FOOTPRINTS ARE BASED ON FILES RECEIVED FROM
CLARK-NEXSEN ON 11/21/17. CONTRACTOR TO CONFIRM SITE PLAN WITH
FINAL BUILDING DRAWINGS AND NOTIFY TIMMONS GROUP IN WRITING OF
ANY DISCREPANCIES.
2. REFER TO STRUCTURAL DRAWINGS (BY OTHERS) FOR ASSEMBLY SHELTER
SLAB DETAILS.
3. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING SITE
FEATURES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION.
CONTRACTOR SHALL RESTORE ANY DAMAGED FEATURES TO A CONDITION
EQUAL TO OR BETTER THAN THAT WHICH WAS PRESENT pRinR Tr) cTAPT
OF CONSTRUCTION.
4. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDER
5. PROPOSED GATE STYLE SHALL MATCH THE STYLE OF AP
WITH THE EXISTING FENCE.
6. HANDRAIL SHALL BE PROVIDED FOR ALL STEPS AND RAP
THE DETAILS ON SHEET CI500.
FENCE
DITCH
0
5P
MODULAR \
CLASSROM
(STORAGE
ONLY)
s6�
1,57i
LEI%:
34 68'
509. $0 35
6b9.51
46
ULAR
SROM
RAGE
LY)
91
7
Union County Sheriffs Office
AE DESIGN TRAINING AREA
SHELTER
MILLS HARRIS ROAD
MARSHVILLE, NC
DESIGNER
C L A R K N E X S E N
213 South Jefferson, Suite 1011
Roanoke, VA 24011
540.982.0800
Clark Nexsen License Number: C-1028
CONSULTANT
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
CHARLOTTE OFFICE
610 East Morehead St, Suite 250
CHARLOTTE, NC 28202
TEL [phone]
FAX [phone]
www.timmons.com
Site Developme4 Residential I Infrastructure Tl chnology
40685
NORTH CAROLINA LICENSE NO. C-1652
SEALS
SUBMITTAL
5/15/2018
PRE -FINAL SUBMITTAL
REVISIONS
1 4/22/19
2 5/08/19
ROOMS KEY PLAN
4
;EA
SHEET
COUNTY COMMENTS
COUNTY COMMENTS
SITE PLAN
60'
Cl)C1100
0
0
Q
Z
SHEET 7 OF 16
DESIGN: J. ZILKE
DRAWN: J. ZILKE C N 7395
REVIEW: B. CRUTCHFIELD

1
2
3
5
C
V
1.5" O.D. ANODIZED ALUMINUM HANDRAILS
AND POSTS REFER TO ARCH. SPECS.
INTERMEDIATE SUPPORT
(EQUALLY SPACED AT 5' O.C. MAX.)
%2"R
(MAX.)
8"
EXPANSION "•
JOINT 6" (TYP.)
CHEEK WALL '°
EXPANSION JOINT
FINISHED
GRADE /
WASH A.
Li °.a 8"
1
� e
6" CHEEK WALL �4 WASH
12"
04.
(TYP.) n
a.
d.
3000 PSI CONCRETE
#4 REBAR (12" O.C. E.W.)
5" CABC STONE
COMPACTED SUBGRADE
(2) #5 REBARS, BOTTOM CONTINUOUS,
LAP 2'-2' AT SPLICES
�.. d ,
3" /
3"
1'-4" EXTERIOR STAIR DETAIL
NO SCALE
1T MIN.
(TYP.)
-4'
NOTE:
1. FINE BROOM FINISH ALL STAIRS.
2. THREE HANDRAILS REQUIRED FOR ALL STAIR SECTIONS
8' OR WIDER.
3. PROVIDE CHEEK WALL ALONG EDGE OF STAIRS (BOTH
SIDES)
1.5" ANODIZED
ALUMINUM HANDRAILS
12" MIN
AND POSTS REFER TO
ARCH.SPECS
�12" MIN
OR
34"
EXISTING
SIDEWALK
LESS
THAN 4" MAX
MAX SLOPE
EXISTING
SIDWALK 5" MIN
EXPANSION
JOINT
CONTROL JOINT
NCO
@ TOP OF RAMP
T/ROL JOINT
3000 PSI CONCRETE
°
(5' MAX SPACING
EXPANSION l
�"
COMPACTED SUBGRADE
JOINT o \�/
CONTROL JOINT
#4 REBAR (12" O.C.E.W.)
OF RAMP @
4" TYPE CABC STONE
/\TOE
3
NOTE:
RAMP SECTION
1. MATCH HANDRAIL USED ON EXTERIOR STAIRS.
NO SCALE
2. HANDRAIL MUST BE ADA COMPLIANT.
i
3'- 3.5' TYPICAL
(4' MAX.) 24" WHITE
CROSSWALK
LINE
6' WIDTH
NOTES:
1. THE CROSSWALK LINE SHOULD BE PLACED AT THE
ANGLE OF THE TRAVEL LANES AND TRAVERSE THE
PEDESTRIAN CROSSING.
2. A CROSSWALK LINE SHOULD BE PLACED TO AVOID
WHEEL PATHS. THIS IS IDEALLY DONE BY CENTERING
THE LINES AT THE EDGE OF EACH TRAVEL LANE AND IN
THE CENTER OF EACH TRAVEL LANE. DUE TO VARYING
LANE WIDTHS THIS IS SOMETIMES NOT POSSIBLE.
PEDESTRIAN CROSSWALK
NO SCALE
PARKING SIGN FOR DGE OF CONCRETE
THE DISABLED—,,,(HV) AVING
4�11' 5'�I
NOTE: FINISH GRADES SHALL NOT EXCEED 1.50%
IN ANY DIRECTION WITHIN HANDICAP DESIGNATED
PARKING SPACES AND LOADING AREAS.
TYPICAL HANDICAP PARKING
NO SCALE
NOTE:
1. ABC STONE BASE COURSE TO BE
COMPACTED TO 98% OF ITS
STANDARD PROCTOR MAXIMUM DRY
DENSITY.
0 0 0
DENOTES GRAVEL ACCESS
ON PLANS
�
c f
d A
a
d: a 1 ° a. n
.Y4� a
e
a
7-1/2"
5 a 6-0" LENGTH
°a
ANCHOR WITH 5/8"
REBAR EMBEDDED 24"
IN GROUND (2 PER
WHEEL STOP)
PRECAST BUMPER BLOCK
NO SCALE
RESERVED RESERVED
PARKING PARKING
& ABOVE & ABOVE
FINISH FINISH
GRADE GRADE
PENALTY, VAN
$100—$500 FlNE, ACCESSIBLE
TOW —AWAY ZONE
DENOTED AS (STD.) PENALTY,
$100—$500 FlNE,
TOW —AWAY ZONE
DENOTED AS (V/A)
IDENTIFY SPACES BY ABOVE GRADE SIGNS AS RESERVED FOR
PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R7-8 SIGN AT
EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE
ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND
INTERNATIONAL WHEELCHAIR SYMBOL. SECURE SIGN ON STEEL
POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE.
PARKING SIGNS FOR THE DISABLED
NO SCALE
6" GRAVEL
(#57 STONE)
6" ABC BASE STONE
(NCDOT STANDARD)
COMPACTED SUBGRADE
GRAVEL ACCESS ROAD SECTION
NO SCALE
TOOLED CONTROL JOINT
(REFER TO SITE CONCRETE
SPECIFICATIONS FOR SCORING
PATTERN AND SPACING)
MINIMUM 3,000 PSI
CONCRETE
NOTE:
PROVIDE 2% MAX. CROSS
SLOPE ON SIDEWALKS
EXPANSION JOINT EACH 30' MIN. WITH
PREMOLDED EXPANSION FILLER,
SEAL WITH SILICONE SEALANT. SEE
PLANS FOR APPROXIMATE JOINT
LOCATIONS
x %4' SEALANT /---CONC. WALK
...a .d ' e - :a n e ...a .d I
A. u
4' a• n n n d d ° a• e ° c d d 4''
d .. .. e , a d° e .a
a.
COMPACTED SUBGRADE
DENOTES CONCRETE SIDEWALK ON PLANS
CONCRETE SIDEWALKS
NO SCALE
NOTES:
1. ABC STONE BASE COURSE TO BE 6x6 W2.9xW2.9 WELDED WIRE
COMPACTED TO 100% OF ITS FABRIC (FLAT SHEETS)
STANDARD PROCTOR MAXIMUM
DRY DENSITY.
2. PORTLAND CEMENT CONCRETE a 6" PORTLAND CEMENT CONCRETE
TO HAVE A COMPRESSIVEAl
STRENGTH OF 4,000 PSI AT
28-DAYS AND CONTAIN 4% - 6% 6" GABC STONE
ENTRAINED AIR. j
COMPACTED SUBGRADE
COMPACTED TO 100% OF ITS
STANDARD PROCTOR MAXIMUM
DENOTES REINFORCED CONCRETE PAVEMENT ON PLANS DRY DENSITY.
REINFORCED CONCRETE PAVEMENT
NO SCALE
Union County Sheriffs Office
AE DESIGN TRAINING AREA
SHELTER
MILLS HARRIS ROAD
MARSHVILLE, NC
DESIGNER
C L A R K N E X S E N
213 South Jefferson, Suite 1011
Roanoke, VA 24011
540.982.0800
Clark Nexsen License Number: C-1028
CONSULTANT
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
CHARLOTTE OFFICE
610 East Morehead St, Suite 250
CHARLOTTE, NC 28202
TEL [phone]
FAX [phone]
www.timmons.com
Site Developme4 Residential I Infrastructure Tl chnology
40685
NORTH CAROLINA LICENSE NO. C-1652
SEALS
SEAL
SUBMITTAL
5/15/2018
PRE -FINAL SUBMITTAL
REVISIONS
1 4/22/19
2 5/08/19
KEY PLAN
SHEET
COUNTY COMMENTS
COUNTY COMMENTS
SITE DETAILS
SHEET 8 OF 16
DESIGN: J. ZILKE
DRAWN: J. ZILKE
REVIEW: B. CRUTCHFIELD
500
C N 7395

1
12
INSET 'A'
41.16'
/ �541.64'
�
5411.34'
a '
a
541.62'
�
I a ° a i
I
I 542.14'
a I'
542.18' F F E
541.36' 541.42'
a /f
i
542.12'
a
a I
542.1 T /
541.44' I
542.34'
42.344
I
a 541.50' I
544.84'
544.84'
\
\ ° 1 I 545.08',
0
\
\ a 1 545.00'
z
\\543.51'
\ 1 I i �54�.13'
\
\
1
a \ \543.55' 545.07' °
/
\ 43.57 5' i '
543.46" \
\ a
\ h
\
\
I
\ \ a 1 �43.61' 1-- ��--- ° -
\ I
\
\\ \\
\ 1 1 .56' 545.30'
I
C
EXISTING FIRE LANE
SIGNS
V
3
I N S ET W 541.40'
54 V.45' / I
,
/ 541.46'
54 331/540.38' ° / 541.48' /
O 546.38' 540.3,8'' / � 541y52s 541.�T cl �\
/ 541.88' / / 541.88'
/ 1
542.24' a
i542
542.19' 542.28'
542.23'/
� 1
/ � 1
° 1
LL,
�j 11 - 11*1
I I I I I I' 1 I / /' / /
\I I I I I `�
i \ I
h / /
1 1 \\ \ \ \ 4r- cb
/
/ .IGO -, -, .j1jv--Y3fp.331 / / / LI ITS"OF '
5
GRADING AND DRAINAGE NOTES:
1. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING FOUNDATION AT ALL
TIMES.
2. NO EXCAVATION IN THE AREAS OF EXISTING UTILITIES IS PERMITTED UNLESS
THEIR LOCATION HAS BEEN DETERMINED. CALL "MISS UTILITY" AT
1-800-632-4949, THREE WORKING DAYS PRIOR TO WORK.
3. CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF EXCESS SOIL OR MATERIALS
AT AN APPROVED LOCATION IN ACCORDANCE WITH LOCAL, STATE, AND
FEDERAL REQUIREMENTS.
4. REFER TO GEOTECHNICAL REPORT AND RECOMMENDATIONS FROM 3RD PARTY
TESTING COMPANY FOR SOIL PREPARATION AND TESTING REQUIREMENTS.
5. EXISTING BENCHMARKS SHALL REMAIN UNDISTURBED UNLESS PRIOR
APPROVAL IS GRANTED IN WRITING BY TIMMONS GROUP.
6. CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING OF ALL
CONSTRUCTION DEBRIS FROM SITE IN ACCORDANCE WITH ALL STATE AND
LOCAL REGULATIONS. NO CONSTRUCTION DEBRIS IS PERMITTED TO BE STORED
AND.OR BURIED ON SITE.
7. IN ACCORDANCE WITH HANDICAP ACCESSIBILITY REQUIREMENTS, THE
CONTRACTOR SHALL COMPLY WITH THE "2010 EDITION ADA-AG CODES AND
REQUIREMENTS FOR ACCESSIBILITY FOR DISABLED PERSONS" FOR ALL ROUTES
DENOTED AS "ADA ACCESSIBLE".
8. GRADE AROUND ASSEMBLY SHELTER SLAB SHALL BE 4" BELOW SLAB
ELEVATION TO ACCOMMODATE OUTLET DRAINS FROM TRENCH DRAINS IN SLAB
(REFER TO ARCHITECTURAL PLANS).
LEGEND
• 665.00' PROPOSED GRADE
• FFE = 665.00' PROPOSED FINISHED FLOOR ELEV.
°°°°°°°°°°° ADA ACCESSIBLE ROUTE
D URBAN6E ~ 1.0�(� AC. FFE=548.25'
- -534 "- � I �,P\� M06ULAR 5 1'
0 N.PS466,528.21 - --535536 _ _ / .0LASSROM
E: 1,576,040.94 - -
AN: - - - 537' - - - / / 5 ADA, (STORAGE
LEV.:541.23' _ _ - -538- / /!' ACCESSIBLE / ONLY) °45.31'
5d°
- 539- - - 466 9.60 - - 'C\\ / p3 �OUTE � - � ° s °
x X _ - _ -540
X
X x x FENCE- \\ - 45:�I/: ,546: o
/ e O
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o�EXISTING INDOOR RANGE \ 1 I \ /
' 542/6 ' oti
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REHABILITATION SHELTER MATC H L I N E SHEET CG 101
U
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0 30' 60'
Union County Sheriffs Office
AE DESIGN TRAINING AREA
SHELTER
MILLS HARRIS ROAD
MARSHVILLE, NC
DESIGNER
C L A R K N E X S E N
213 South Jefferson, Suite 1011
Roanoke, VA 24011
540.982.0800
Clark Nexsen License Number: C-1028
CONSULTANT
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
CHARLOTTE OFFICE
610 East Morehead St, Suite 250
CHARLOTTE, NC 28202
TEL [phone]
FAX [phone]
www.timmons.com
Site Developme4 Residential I Infrastructure Tl chnology
40685
NORTH CAROLINA LICENSE NO. C-1652
SEALS
1Il U llll/////
SEAL
00
t, CR\3.r\G
/',//llll llt lll�l`
SUBMITTAL
5/15/2018
PRE -FINAL SUBMITTAL
REVISIONS
1 4/22/19
2 5/08/19
KEY PLAN
SHEET
COUNTY COMMENTS
COUNTY COMMENTS
GRADING AND
DRAINAGE PLAN
SHEET 9 OF 16
DESIGN: J. ZILKE
DRAWN: J. ZILKE C N 7395
REVIEW: B. CRUTCHFIELD

Union County Sheriffs Office
AE DESIGN TRAINING AREA
SHELTER
MILLS HARRIS ROAD
MARSHVILLE, NC
DESIGNER
C L A R K N E X S E N
213 South Jefferson, Suite 1011
Roanoke, VA 24011
540.982.0800
Clark Nexsen License Number: C-1028
CONSULTANT
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
CHARLOTTE OFFICE
610 East Morehead St, Suite 250
CHARLOTTE, NC 28202
TEL [phone]
FAX [phone]
www.timmons.com
Site Developme4 Residential I Infrastructure TIachnology
40685
NORTH CAROLINA LICENSE NO. C-1652
SEALS
SUBMITTAL
5/15/2018
PRE -FINAL SUBMITTAL
REVISIONS
1 4/22/19
2 5/08/19
KEY PLAN
COUNTY COMMENTS
COUNTY COMMENTS
SHEET
GRADING AND
DRAINAGE PLAN
CG101
SHEET 10 OF 16
DESIGN: J. ZILKE
DRAWN: J. ZILKE C N 7395
REVIEW: B. CRUTCHFIELD

1
EROSION CONTROL NOTES -
2
3
LL,
CONSTRUCTION SEQUENCE-
5
I
V
U
1. ENFORCEMENT NOTE 1. FAILURE TO FOLLOW THIS CONSTRUCTION SEQUENCE MAY RESULT IN LOCAL 1. SCHEDULE AND HOLD A PRE -CONSTRUCTION CONFERENCE PRIOR TO BEGINNING ANY LAND -DISTURBING ACTIVITIES. THIS CONFERENCE
ENFORCEMENT ACTIONS, INCLUDING BUT NOT LIMITED TO CIVIL PENALTIES TO 15000 PER VIOLATION PER DAY, SHOULD BE ATTENDED BY A REPRESENTATIVE OF THE FINANCIALLY RESPONSIBLE PARTY AND/OR THE GENERAL CONTRACTOR, GRADING
INJUNCTIVE RELIEF, CRIMINAL PENALTIES, AND PERMIT REVOCATION. ADDITIONALLY, OFF -SITE SEDIMENTATION SUB -CONTRACTOR, EROSION CONTROL SUB-CONTRACTOR/NCDENR AND THE UNION COUNTY S&E OFFICE.
MAY RESULT IN RESTORATION REQUIREMENTS. 2. OBTAIN LAND DISTURBING PERMIT AND PU\CARD, AND POST THE PLACARD ON SITE.
2. ENFORCEMENT NOTE 2. IF THE UNION COUNTY S&E STAFF OR NCDENR DETERMINES THAT EXCESSIVE SEDIMENT 3. OBTAIN AN APPROVED (STAMPED) EROSION AND SEDIMENT CONTROL PLAN AND KEEP IT ON SITE, EITHER IN THE INSPECTION BOX,
IS LEAVING THE SITE, A REVISED SEDIMENTATION AND EROSION CONTROL PLAN MAY BE REQUIRED, WITH CONSTRUCTION OFFICE OR WITH THE CONTRACTOR.
ASSOCIATED REQUIREMENTS FOR ADDITIONAL S&E MEASURES. 4. INSTALL CONSTRUCTION EGRESS/EXIT, SILT FENCING, DIVERSION DITCHES, CHECK DAMS, AND OTHER INITIAL EROSION CONTROL
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION AND IS SUBJECT TO A FINE. MEASURES AS SPECIFIED IN THE PLAN. RESTORE SEDIMENT TRAP TO ORIGINAL DESIGN. REMOVE ONLY TREES AND GROUND COVER
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND IS NECESSARY TO INSTALL THESE DEVICES.
SUBJECT TO A FINE. 5. IF A STOCKPILE IS NECESSARY DUE TO RESTORATION OF THE SEDIMENT TRAP, PLACE A DOUBLE ROW OF SILT FENCE 10 FEET APART AT
5. APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. THE LIMITS OF THE STOCKPILE AREA SHOWN ON THIS PLAN. TREES AND GROUNDCOVER MAY BE REMOVED ONLY AS NECESSARY FOR THIS // LIMITS OF/
WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION SHALL BE OBTAINED BY CONTRACTOR STOCKPILE. I I I I I DISTLOBANCE - 4.00 AC.
FROM THE AFFECTED PROPERTY OWNERS ADN THE AUTHORITIES HAVING JURISDICTION SHALL BE NOTIFIED. 6. PROVIDE TEMPORARY GROUNDCOVER FOR DIVERSION DITCHES AND SEDIMENT TRAPS WITHIN 3 DAYS OF COMPLETION. `
6. CONTRACTOR SHALL MEET THE REQUIREMENTS SET FORTH IN THE "NEW GROUND STABILIZATION 7. NOTIFY THE UNION COUNTY S&E SITE INSPECTOR AND NCDEQ AFTER MEASURES HAVE BEEN INSTALLED AND PROJECT HAS STARTED.
REQUIREMENTS" NPDES PERMIT EFFECTIVE AUGUST 3, 2011 FOR THE EPA EFFLUENT GUIDELINES. 8. BEGIN CLEARING, GRUBBING AND ROUGH GRADING OF SITE IN ACCORDANCE WITH THE APPROVED S&E CONTROL PLAN. \ I I I I h ,'
7. CONTRACTOR SHALL APPOINT A REPRESENTATIVE TO MONITOR AND INSPECT GROUND COVER AT LEAST ONCE 9. PROVIDE ALL DISTURBED AREAS WITH GROUND COVER BASED ON THE SLOPES BELOW:
PER WEEK AND WITHIN 24 HOURS AFTER A STORM GREATER THAN 1/2 INCH. REPRESENTATIVE SHALL BE A A. NO SLOPE - WITHIN 14 CALENDAR DAYS '
LICENSED ENGINEER IN THE STATE OF SOUTH CAROLINA OR A CERTIFIED SITE INSPECTOR IN THE CURRENT B. MODERATE SLOPE (3:1 OR LESS)- WITHIN 10 CALENDAR DAYS
STANDING WITH SOUTH CAROLINA DHEC. CONTRACTOR PRODUCE AND KEEP ALL ONSITE ALL MONITORING AND C. STEEP SLOPE (3:1 OR GREATER) - WITHIN 7 CALENDAR DAYS
INSPECTION LOGS REQUIRED BY THE SWPPP PLAN AND AUTHORITIES HAVING JURISDICTION. CONTRACTOR D. TRAPS, BASIN AND DIVERSION DITCHES - WITHIN 7 CALENDAR DAYS
SHALL PROVIDE OWNER AND BLOC DESIGN REPRESENTATIVE NAME AND LICENSE OR CERTIFICATION NUMBER E. AFTER COMPLETION OF ANY PHASE OF CLEARING, GRUBBING OR GRADING.THE SEEDING, SEEDBED PREPARATION, MULCH AND/OR
PRIOR TO INSTALLING EROSION CONTROL MEASURES. ROLLED EROSION CONTROL PRODUCT INSTALLATION MUST BE IN ACCORDANCE WITH THE SEEDING SCHEDULE PROVIDED IN THIS ,
8. ALL SLOPES GREATER THAN 2.5:1 SHALL BE STABILIZED WITH EROSION MATTING. EROSION AND SEDIMENT CONTROL PLAN.
9. ADDITIONAL MEASURES MAY BE REQUIRED BY THE INSPECTOR TO CONTROL EROSION AND SEDIMENTATION OF 10. INSTALL STORM DRAIN SYSTEM AND PLACEMENT OF INLET PROTECTION AS EACH INLET IS INSTALLED. I I I I I I ST I I / / / / SKIMMER SEDIMENT BASIN (TO BE RESTORED TO THE
I M
THE SITE. 11. COMMENCE WITH FINE GRADING INSTALLATION OF CURB SIDEWALK CONCRETE PAVING GRAVEL DRIVEWAYS AND BUILDING PADS. ULTIMATE DESIGNED CONDITIONS PER THE PHASE I
I I I 1 / n, / ;
10. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL 12. THE LAND DEVELOPMENT INSPECTOR SHOULD BE CALLED TO CONDUCT INSPECTIONS ON STORM DRAINAGE. I I I / ' I / h / CONSTRUCTION DOCUMENTS / PERMIT PLANS) '
TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS 13. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. \ \ I I I / 1 / / / �"�� STORAGE REQUIRED: 2,358 CF
SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING 14. AT THE CONCLUSION OF BUILDING OR IF LAND -DISTURBING ACTIVITY IS STOPPED FOR MORE THAN 30 CONSECUTIVE CALENDAR DAYS,
ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH THIS EROSION AND SEDIMENT CONTROL PLAN. i \\ \\ \� \ ! / / / / /��� / STORAGE PROVIDED: 16,006 CF
GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST 15. REMOVE ALL EROSION CONTROL MEASURES AFTER NCDEQ AND THE UNION COUNTY S&E OFFICE APPROVAL OF PERMANENT SURFACE AREA REQUIRED: 5,987 SF
LAND -DISTURBING ACTIVITY. STABILIZATION. I \\ \ I� � ' � / / � `off SURFACE AREA PROVIDED: 6,472 SF
11. CONTRACTOR TO ENSURE CONSTRUCTION SEDIMENT DOES NOT ENTER EXISTING STORM WATER BASIN. SHOULD 16. SUBMIT NOTICE OF TERMINATION (NOT) TO NCDEQ AS APPROPRIATE. I \ \ \\ \ \�j ! _ ' �' / /' / / y�A,BASIN BOTTOM: PROM'
CONSTRUCTION SEDIMENT ENTER THE EXISTING STORM WATER BASIN, IT WILL BE THE CONTRACTORS 1 \ \ \ r
RESPONSIBILITY TO REMEDIATE THE DAMAGES, AT NO ADDITIONAL COST TO THE OWNER. REMEDIATION WILL BE CIS
BASED ON THE EXTENTS OF THE DAMAGE AND THE RECOMMENDATION OF THE ENGINEER.\2Q' AC TO
/SEQIM.EN PAON
IFE51
EXISTING FIRE LANE
SIGNS
20'x24' K-9
REHABILITATION
SHELTER
GPS 2
0 N: 466, 528.21
E: 1, 576, 040.94
LEV.: 541.23'
X-
/X
ASPHALT
EDGE OF
PAVEMENT
CE
SF
0
O
O
0
0
O
EROSION AND SEDIMENT CONTROL LEGEMP:
O
0
0
SF SILT FENCE
SAF SAF SAFETY FENCE
SFO c� SILT FENCE OUTLET
OP OUTLET PROTECTION / RIPRAP
ST SEDIMENT TRAP
CE CONSTRUCTION ENTRANCE
0
0
D
0
0
O
Union County Sheriffs Office
AE DESIGN TRAINING AREA
SHELTER
MILLS HARRIS ROAD
MARSHVILLE, NC
DESIGNER
C L A R K N E X S E N
° 213 South Jefferson, Suite 1011
Roanoke, VA 24011
540.982.0800
0
O
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- - - - - 5537, - _ _ - / / .5�2 /' (STORAGE °
- - - - - _ 538 -
' - 539- - - - - / / d3 SF ' ONLY) 466,509.$0 0
_ _ 5 E` 7,576,699.51 0
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(TAKEN FROM PROPERTY O
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- /
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(FUL F WATER) O O
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RI537
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,1
3 1 \ \ \ \ \ \ \ O I
l/ RI =538.86 � � �
-fN=,�32 (LAB 2 i I o 1 \ \
=532.81(CB 1) �' / UT' 2 051 B )' ♦ l I \ \ \ \ \ \ \ 0
/l IN=532.77(CB 17) /
/l OUT=532.76 ' ' � ♦/ o \ \ \ \ \ \ O
/ / / \
EDGE OF - - _ _, ��\/ % D ra6 0 o� \ \\ \ \\ °
AS E LY
PAVEMENT / / \ RE$TR \ MSS o
o
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LIMITS OF \\ \\ _ \ - - - _ - - - - _ _ � - - 538 537 IP FcS`�d' ♦ \ � SFO o
\DISTURE�ANCE = 4400 AC. \ �\ rtFFNCE _ - - 536 �.`�> ♦ 0 1 I °CTI I
/
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1.05 aC r> LIMITS OF o I x N: 46 2DITURBANCE=4.00 AC. °
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00
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537
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°
o0 30' 60'
---DJTCH
_
----53 7
S3\
p °
o
0
Clark Nexsen License Number: C-1028
CONSULTANT
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
CHARLOTTE OFFICE
610 East Morehead St, Suite 250
CHARLOTTE, NC 28202
TEL [phone]
FAX [phone]
www.timmons.com
Site Developme4 Residential I Infrastructure Tl chnology
40685
NORTH CAROLINA LICENSE NO. C-1652
SEALS
�It111i111j1'`/
SEAL �<° -
34288 ; q -
��°�. F`y� I NEB GR�4�;;
°U�G,
/j1111111111\
SUBMITTAL
5/15/2018
PRE -FINAL SUBMITTAL
REVISIONS
1 4/22/19
2 5/08/19
3 7/23/19
KEY PLAN
COUNTY COMMENTS
COUNTY COMMENTS
NCDEQ REVISIONS
SHEET
EROSION CONTROL
PLAN
SHEET 11 OF 16
DESIGN: J. ZILKE
DRAWN: J. ZILKE C N 7395
REVIEW: B. CRUTCHFIELD

Union County Sheriffs Office
AE DESIGN TRAINING AREA
SHELTER
MILLS HARRIS ROAD
MARSHVILLE, NC
DESIGNER
C L A R K N E X S E N
213 South Jefferson, Suite 1011
Roanoke, VA 24011
540.982.0800
Clark Nexsen License Number: C-1028
CONSULTANT
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
CHARLOTTE OFFICE
610 East Morehead St, Suite 250
CHARLOTTE, NC 28202
TEL [phone]
FAX [phone]
www.timmons.com
Site Developme4 Residential I Infrastructure TIachnology
40685
NORTH CAROLINA LICENSE NO. C-1652
SEALS
SUBMITTAL
5/15/2018
PRE -FINAL SUBMITTAL
REVISIONS
1
2 _
3
KEY PLAN
4/22/19
COUNTY COMMENTS
5/08/19
COUNTY COMMENTS
7/23/19
NCDEQ REVISIONS
SHEET
EROSION CONTROL
PLAN
CG201
SHEET 12 OF 16
DESIGN: J. ZILKE
DRAWN: J. ZILKE C N 7395
REVIEW: B. CRUTCHFIELD

1
2 13 14
5
NOTE: INSTALL RUBBER
GASKETS ON ALL PIPE
JOINTS
I I INFLOW STRUCTURE (REFER TO D
STORM SEWER PROFILES)
C
V
U
_�KRH
I�W�
AT ENTRANCE
(CREST) OF SPILLWAY
EMERGENCY SPILLWAY DETAIL
NO SCALE
PROVIDE A MINIMUM OF THREE
TEMPORARY BAFFLES BETWEEN
STORM DRAINAGE DISCHARGES INTO
THE BASIN AND THE BASIN OUTFALL
NOTES:
1.
SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES.
2.
INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT 1 FT. FROM BOTTOM OF BASIN.
VENT SCREEN ACCESSIBLE 3.
THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMER AND COUPLING.
THROUGH DOOR 4.
BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESENTING THAT THE SEDIMENT
STORAGE ZONE IS HALF -FULL OR EVERY 90 DAYS WHICHEVER COMES FIRST.
5.
THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING
TO AVAILABLE SUPPLY. IF MULTIPLE TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT LEAST 12". THE
UPSTREAM 12" TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE 50 MIL. HEAVY DUTY SILVER
TARPAULINS OR EQUIVALENT FOR U.V. RESISTANCE.
FLEXIBLE JOINT 6.
PROVIDE A MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.65. TO EVENLY DISTRIBUTE
FLOAT
(RADIATOR HO )
FLOW ACROSS THE BASIN, REDUCING TURBULENCE.
OUTLET END: CONNECTION 7.
BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR A SILT
TO OUTLET PIPE OR RISER
FENCE.
8.
MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, SO THIS SHOULD BE READILY AVAILABLE FOR
BARREL PIPE LONGER THAN SHOWN.
MAINTENANCE.
9.
POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER.
MAINTENANCE
INSPECT TEMPORARY SEDIMENT BASINS AT LEAST
TOP OF DAM 8'
WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
ELEVATION MIN. I
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
REMOVE SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL
DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE
EMERGENCY SPILLWAY ELEVATION \ \ \ //�
DESIGN DEPTH. PULL THE SKIMMER TO ONE SIDE SO THAT
TEMPORARY SKIMMER
SKIMMER SIZE = 4"
ORIFICE SIZE = 2"
TEMPORARY SEDIMENT BASIN
NO SCALE
MINIMUM 10
LINE WIRES
CLASS B STONE
PAD (4'X4'X1' MIN.)
BELOW SKIMMER
8'-0" MAXIMUM
FRONT VIEW
SCHEDULE 40
PVC PIPE (6' MIN.)
CONNECT FLEXIBLE
TUBING TO ORIFICE
IMUM 12-1/2 GAUGE
ERMEDIATE WIRES
GRADE
STEEL POST
NOTE:
WOVEN WIRE FABRIC
USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND
NEVER IN AREAS OF CONCENTRATED FLOW.
SILT FENCE FABRIC
3'-0"
MAINTENANCE
o
FILL SLOPE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
24"
0
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
Z
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR
1,
M
GRADE
BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
8" MINIMUM COVER OVER
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
SKIRT'
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE
2'-O"
CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
8' DOWN AND 4" FORWARD
ALONG TRENCH
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SILT FENCE (*NCDENR 6.62)
TOP OF SIL
MUST BE A'
ABOVE THE
THE WASH[
STEEL FENCE PC
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
a' KAIKI - I SILT FENCE
u STEELFENCE
POST SET MAX
Z APART MIN. 18"
INTO SOLID GROUND
THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED.
PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT
CONTROLS.
MAKE SURE VEGETATION GROWING IN THE BOTTOM OF
THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
/ \/\ IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS
��/\ Y� WATER IN THE BASING, USUALLY JERKING ON THE ROPE
CREST OF RISER �� 0'� WILL MAKE THE SKIMMER BOB UP AND DOWN AND
ELEVATION \ \/ Op DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS
CENTERLINE \ t� DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE
CONCRETE RISER I OF DAM \ OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK
THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS
CLOGGED; IF SO REMOVE THE DEBRIS.
\ \ END SECTION IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE
ORIFICE CAN BE REMOVED AND THE OBSTRUCTION
BARREL CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING
RIPRAP OUTFALL WITH WATER. BE SURE AND REPLACE THE ORIFICE
PROTECTION BEFORE REPOSITIONING THE SKIMMER.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE
BARREL INV. IN BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN
ELEVATION BARREL INV. IN THE WINTER TO PREVENT THE SKIMMER FROM
-CONCRETE 5'X5'X5" (MIN.) CONCRETE OUT ELEVATION PLUGGING WITH ICE.
ANTI -FLOTATION ANTI -SEEP COLLAR LOCATED
DEVICE SLIGHTLY DOWNSTREAM FROM CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR
CENTERLINE OF DAM (MINIMUM EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR
CUT-OFF 2' FROM PIPE JOINT) PIPING AND SETTLEMENT. MAKE ALL NECESSARY
TRENCH REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER
2' DEEP DEBRIS FROM THE RISER AND POOL AREA.
1.1
NCE,
AND HARDWARE
CLOTH IN TRENCH
QP�°tSb0 3' FILTER FABRIC
w0000 0 0 ON GROUND
° o 0 0 0� NOTES:
°c j�O0 0 -° ��°° 0 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
°o °o 0 2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
BURY WIRE FENCE AND
BURY 6" OF UPPER EDGE OF
HARDWARE CLOTH FILTER FABRIC IN TRENCH
SECTION VIEW
MAINTENANCE
SEE SILT FENCE THIS SHEET FOR MAINTENANCE INFORMATION.
SILT FENCE OUTLET (*NCDENR 6.62)
GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIME FRAME
TIME EXCEPTIONS
• PERIMETER DIKES,
SWALES, DITCHES,
7 DAYS
NONE
AND SLOPES
• HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
• SLOPES STEEPER
IF SLOPES ARE 10' OR LESS IN
THAN 3:1
7 DAYS
LENGTH AND ARE NOT STEEPER
THAN 2:1 14 DAYS ARE ALLOWED
• SLOPES 3:1 OR
14 DAYS
7-DAYS FOR SLOPES GREATER
FLATTER
THAN 50 FEET IN LENGTH
• ALL OTHER AREA
NONE (EXCEPT FOR PERIMETERS
WITH SLOPE
14 DAYS
AND HQW ZONES)
FLATTER THAN 4:1
"'EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
BASED ON WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))
TS TEMPORARY SEEDING
SEEDBED PREPARATION NOTES:
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED
ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH
AVAILABLE TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARED DEPTH
SHALL BE 4" TO 6" DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE
REMOVED FROM THE SURFACE SO THAT THEY WILL NOT
INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF
VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION AT
FINISHED GRADES SHOWN SHALL BE REASONABLY SMOOTH AND
UNIFORM.
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE
ACCORDING TO SEEDING SPECIFICATIONS DETAIL.
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER
ACCORDING TO SOIL TEST REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED
WITH THE SOIL DURING SEEDBED PREPARATION.
7. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED
DEPENDING ON FIELD CONDITION.
8. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN
TWO DAYS AFTER MULCH IS SPREAD.
9. ALL SLOPES GREATER THAN 2.5:1 SHALL BE STABILIZED WITH
JUTE MESH.
SEEDING MIXTURE
"COOL SEASON" AUGUST 15 - APRIL 15
SPECIES RATE (Ib/ACRE)
SOFT RED WINTER WHEAT 30
OR RYE GRAIN 40
"WARM SEASON" APRIL 15 -AUGUST 15
SPECIES RATE (Ib/ACRE)
GERMAN OR RED TOP MILLET 10
SOIL AMENDMENTS
FOLLOW RECOMENDATIONS OF SOIL TEST OR APPLY 2,000LBS/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LBS/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 Ib/ACRE STRAW. THE GROUND SHOULD BE COMPLETELY COVERED WITH NO BARE SPOT
LARGER THAN A QUARTER, THEN TACKED WITH EMULSIFIED ASPHALT. EMULSIFIED ASPHALT SHALL
BE APPLIED AT A RATE HEAVY ENOUGH THAT THE ENTIRE AREA APPEARS BLACK IN COLOR.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE,
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SLOPES GREATER THAN 3:1 REQUIRE SEEDING TO BE SECURED WITH EROSION CONTROL MATTING
PS PERMANENT SEEDING
PERMANENT GROUNDCOVER:
"COOL SEASON" SEPTEMBER 1 - MAY 01
SPECIES RATE (Ib/ACRE)
CENTIPEDE SOD N/A
SOIL AMENDMENTS
TILL SOIL TO A DEPTH OF 4". APPLY LIME AT A RATE OF 70 LB PER 100 SF, OR 1.5 TONS PER ACRE.
APPLY 10-20-20 FERTILIZER AT A RATE OF 20 LBS PER 1000 SF OR 850 LBS PER ACRE. THE FERTILIZER
SHOULD BE EITHER SLOW TIME RELEASE OR APPLIED IN TWO APPLICATIONS, HALF AT TIME OF
PLANTING AND THE SECOND HALF AFTER PERMANENT SEED GERMINATES.
MULCH
APPLY 4,000 Ib/ACRE STRAW. THE GROUND SHOULD BE COMPLETELY COVERED WITH NO BARE
SPOT LARGER THAN A QUARTER, THEN TACKED WITH EMULSIFIED ASPHALT. EMULSIFIED ASPHALT
SHALL BE APPLIED AT A RATE HEAVY ENOUGH THAT THE ENTIRE AREA APPEARS BLACK IN COLOR.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RE -SOD, RE -FERTILIZE,
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SLOPES GREATER THAN 3:1 REQUIRE SOLID CENTIPEDE SOD
NOTES:
1. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE
OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL
MATERIAL. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED
IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE
PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6".
UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED
TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN
PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY
THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER
OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED
INTO PLACE.
2, ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95%.
3. STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100%.
4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
5. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL.
PIPE SHALL BE PLACED
ON SUITABLE MATERIAL
TRENCH DETAIL FOR STORM DRAIN
STANDARD METAL
POSTS 2'-0" IN
GROUND
I
GALVANIZED
HARDWARE
_
WIRE EXTENDS
OF
_ THE BOX
�
- go f
-
bd --
�
P
10
1_0- -
o
y-.
��b�oxbLb•°c000
000. -
#57 WASHED STONE PLACED TO A
HEIGHT OF 12"-18" MINIMUM
ABOVE THE TOP OF BOX
NOTE:
1. INSPECT INLET PROTECTION
AND REMOVE SEDIMENT
AFTER EACH RAIN EVENT. GRAVEL SHOULD BE
REPLACED AND REPAIRS MADE AS NEEDED.
HARDWARE
CLOTH AND GRAVEL
YARD INLET
PROTECTION
50' MIN.
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
2"-3" STONE TO BE USED
2S OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD.
EXISTING
(SURGE STONE OR RAILROAD
PROPOSED STREET,
ROADWAY
BALLAST)
WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN
STONE AND REPLACEMENT WITH FRESH STONE.
/ PLAN VIEW
I EXISTING ROADWAY
6" MIN.
MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
TWO-INCH STONE. AFTER EACH RAINFALL, INSPECTANY
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT
AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
TRACKED ONTO PUBLIC ROADWAYS.
EXISTING ROADWAY
6" MIN.
35' MIN. 15' MIN.
`FABRIC UNDER STONE
15' MIN.
35' MIN.
.........
�
................ . LL
NEW CONSTRUCTION
12" MIN.
NEW CONSTRUCTION
ENTRANCE GRADE GREATER
FABRIC UNDER STONE THAN 2%
6" TO 8" STONE RIDGE
TEMPORARY CONSTRUCTION ENTRANCE (*NCDENR 6.06)
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED
BY NCGS 113A-54.1
15A NCAC 04B .0131 SELF -INSPECTIONS
WHERE INSPECTIONS ARE REQUIRED BY G.S. 11 3A-54.1 (E), THE FOLLOWING
APPLY:
(1) THE PERSON WHO PERFORMS THE INSPECTION SHALL MAKE A RECORD
OF THE SITE INSPECTION BY DOCUMENTING THE FOLLOWING ITEMS:
(A) ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES,
PRACTICES AND DEVICES, AS CALLED FOR IN A CONSTRUCTION
SEQUENCE CONSISTENT WITH THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN, INCLUDING BUT NOT LIMITED TO
SEDIMENTATION CONTROL BASINS, SEDIMENTATION TRAPS, SEDIMENTATION
PONDS, ROCK DAMS, TEMPORARY DIVERSIONS,
TEMPORARY SLOPE DRAINS, ROCK CHECK DAMS, SEDIMENT FENCE OR
BARRIERS, ALL FORMS OF INLET PROTECTION, STORM DRAINAGE FACILITIES,
ENERGY DISSIPATERS, AND STABILIZATION METHODS OF OPEN CHANNELS,
HAVE INITIALLY BEEN INSTALLED AND DO NOT SIGNIFICANTLY DEVIATE (AS
DEFINED IN SUB -ITEM (1)(E) OF THIS RULE) FROM THE LOCATIONS,
DIMENSIONS AND RELATIVE ELEVATIONS SHOWN ON THE APPROVED
EROSION AND SEDIMENTATION PLAN. SUCH DOCUMENTATION SHALL BE
ACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR PRACTICE
SHOWN ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION
REPORT THAT LISTS EACH MEASURE, PRACTICE OR DEVICE SHOWN ON THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. THIS
DOCUMENTATION IS REQUIRED ONLY UPON THE INITIAL INSTALLATION OF
THE EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES AND
DEVICES AS SET FORTH BY THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN OR IF THE MEASURES, PRACTICES AND DEVICES ARE
MODIFIED AFTER INITIAL INSTALLATION;
(B) THE COMPLETION OF ANY PHASE OF GRADING FOR ALL GRADED SLOPES
AND FILLS SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN, SPECIFICALLY NOTING THE LOCATION AND CONDITION OF
THE GRADED SLOPES AND FILLS. SUCH DOCUMENTATION SHALL BE
ACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING
AND SIGNING AN INSPECTION REPORT;
(C) THE LOCATION OF TEMPORARY OR PERMANENT GROUND COVER, AND
THAT THE INSTALLATION OF THE GROUND COVER DOES NOT SIGNIFICANTLY
DEVIATE (AS DEFINED IN SUB -ITEM (1)(E) OF THIS RULE) FROM THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. SUCH
DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING A
COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR
BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT;
(D) THAT MAINTENANCE AND REPAIR REQUIREMENTS FOR ALL TEMPORARY
AND PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES,
PRACTICES AND DEVICES HAVE BEEN PERFORMED. SUCH DOCUMENTATION
12" MIN.
SHALL BE ACCOMPLISHED BY COMPLETING,
DATING AND SIGNING AN INSPECTION REPORT (THE GENERAL STORM WATER
PERMIT MONITORING FORM MAY BE USED TO VERIFY THE MAINTENANCE AND
REPAIR REQUIREMENTS); AND
(E) ANY SIGNIFICANT DEVIATIONS FROM THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN, CORRECTIVE ACTIONS REQUIRED TO
CORRECT THE DEVIATION AND COMPLETION OF THE CORRECTIVE ACTIONS.
SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING
A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN
OR BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT. A
SIGNIFICANT DEVIATION MEANS AN OMISSION, ALTERATION OR RELOCATION
OF AN EROSION OR SEDIMENTATION CONTROL MEASURE THAT PREVENTS
THE MEASURE FROM PERFORMING AS INTENDED.
(2) THE DOCUMENTATION, WHETHER ON A COPY OF THE APPROVED EROSION
AND SEDIMENTATION CONTROL PLAN OR AN INSPECTION REPORT, SHALL
INCLUDE THE NAME, ADDRESS, AFFILIATION, TELEPHONE NUMBER, AND
SIGNATURE OF THE PERSON CONDUCTING THE INSPECTION AND THE DATE
OF THE INSPECTION. ANY RELEVANT LICENSES AND CERTIFICATIONS MAY
ALSO BE INCLUDED. ANY DOCUMENTATION OF INSPECTIONS THAT OCCUR ON
A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN
SHALL OCCUR ON A SINGLE COPY OF THE PLAN AND THAT PLAN SHALL BE
MADE AVAILABLE ON THE SITE. ANY INSPECTION REPORTS SHALL ALSO BE
MADE AVAILABLE ON THE SITE.
(3) THE INSPECTION SHALL BE PERFORMED DURING OR AFTER EACH OF THE
FOLLOWING PHASES OF A PLAN:
(A) INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL
MEASURES;
(B) CLEARING AND GRUBBING OF EXISTING GROUND COVER;
(C) COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS THAT
REQUIRES PROVISION OF TEMPORARY OR PERMANENT GROUND COVER
PURSUANT TO G.S. 113A-57(2);
(D) COMPLETION OF STORM DRAINAGE FACILITIES;
(E) COMPLETION OF CONSTRUCTION OR DEVELOPMENT; AND
(F) QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER
SUFFICIENT TO RESTRAIN EROSION OR UNTIL THE FINANCIALLY
RESPONSIBLE PARTY HAS CONVEYED OWNERSHIP OR CONTROL OF THE
TRACT OF LAND FOR WHICH THE EROSION AND SEDIMENTATION CONTROL
PLAN HAS BEEN APPROVED AND THE AGENCY THAT APPROVED THE PLAN
HAS BEEN NOTIFIED. IF THE FINANCIALLY RESPONSIBLE PARTY HAS
CONVEYED OWNERSHIP OR CONTROL OF THE TRACT OF LAND FOR WHICH
THE EROSION AND SEDIMENTATION CONTROL PLAN HAS BEEN APPROVED,
THE NEW OWNER OR PERSON IN CONTROL SHALL CONDUCT AND DOCUMENT
INSPECTIONS QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT
GROUND COVER SUFFICIENT TO RESTRAIN EROSION.
Union County Sheriffs Office
AE DESIGN TRAINING AREA
SHELTER
MILLS HARRIS ROAD
MARSHVILLE, NC
DESIGNER
C L A R K N E X S E N
213 South Jefferson, Suite 1011
Roanoke, VA 24011
540.982.0800
Clark Nexsen License Number: C-1028
CONSULTANT
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
CHARLOTTE OFFICE
610 East Morehead St, Suite 250
CHARLOTTE, NC 28202
TEL [phone]
FAX [phone]
www.timmons.com
Site Developme4 Residential I Infrastructure Tl chnology
40685
NORTH CAROLINA LICENSE NO. C-1652
SEALS
1II U I111/////
_Q 9C
SEAL
CR\3
/',//llll llt lll�l`
SUBMITTAL
5/15/2018
PRE -FINAL SUBMITTAL
REVISIONS
1 4/22/19 COUNTY COMMENTS
2 5/08/19 COUNTY COMMENTS
KEY PLAN
SHEET
DRAINAGE &
EROSION CONTROL
DETAILS
SHEET 13 OF 16
DESIGN: J. ZILKE
DRAWN: J. ZILKE C N 7395
REVIEW: B. CRUTCHFIELD

Union County Sheriffs Office
AE DESIGN TRAINING AREA
SHELTER
MILLS HARRIS ROAD
MARSHVILLE, NC
DESIGNER
C L A R K N E X S E N
213 South Jefferson, Suite 1011
Roanoke, VA 24011
540.982.0800
Clark Nexsen License Number: C-1028
CONSULTANT
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
CHARLOTTE OFFICE
610 East Morehead St, Suite 250
CHARLOTTE, NC 28202
TEL [phone]
FAX [phone]
www.timmons.com
Site Developme4 Residential I Infrastructure TIachnology
40685
NORTH CAROLINA LICENSE NO. C-1652
SEALS
SUBMITTAL
5/15/2018
PRE -FINAL SUBMITTAL
REVISIONS
1 4/22/19
2 5/08/19
KEY PLAN
SHEET
COUNTY COMMENTS
COUNTY COMMENTS
UTILITY PLAN
CU100
SHEET 14 OF 16
DESIGN: J. ZILKE
DRAWN: J. ZILKE C N 7395
REVIEW: B. CRUTCHFIELD

Union County Sheriffs Office
AE DESIGN TRAINING AREA
SHELTER
MILLS HARRIS ROAD
MARSHVILLE, NC
DESIGNER
C L A R K N E X S E N
213 South Jefferson, Suite 1011
Roanoke, VA 24011
540.982.0800
Clark Nexsen License Number: C-1028
CONSULTANT
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
CHARLOTTE OFFICE
610 East Morehead St, Suite 250
CHARLOTTE, NC 28202
TEL [phone]
FAX [phone]
www.timmons.com
Site Developme4 Residential I Infrastructure TIachnology
40685
NORTH CAROLINA LICENSE NO. C-1652
SEALS
SUBMITTAL
5/15/2018
PRE -FINAL SUBMITTAL
REVISIONS
1 4/22/19
2 5/08/19
KEY PLAN
SHEET
COUNTY COMMENTS
COUNTY COMMENTS
UTILITY PLAN
CU101
SHEET 15 OF 16
DESIGN: J. ZILKE
DRAWN: J. ZILKE C N 7395
REVIEW: B. CRUTCHFIELD

1
■
3
LL,
5
I
C
NOTES:
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
REQUEST OF ARBORIST.
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
LEGAL MANNER.
5. RESEED UNMULCHED, DISTURBED AREAS.
3/4- NYLON STRAP
6" SUP KNOT WITH STOP KNOT.
6" LARGER THAN TREE DIAMETER
ROOT CROWN TO
BE AT FINISH GRADE KEEP MULCH AWAY FROM
TRUNK 1" TO 2"
4' HIGH / 6- MADE MAXIMUM
BERM OUTSIDE OF ROOTBALL " MAXIMUM LAYER OF MULCH
3 — 1"x2"x18" WOOD STAKES
NTH
TERED 3/8-
EQUALLY SPACED AROUND TREE
DRIVEN IN LINE WITH STRAP
FINISH GRADE
REMOVE TYPICAL EXCESS SOIL BACKFILL AS SPECIFIED
FROM ROOT CROWN Y°
REMOVE TOP 1/3 BURLAP7FROCT
UNDISNRBED SOIL
AND ANY NAILS/PINS, ETC.
BALL DIA. 12"
REMOVE TOP 1/3 OF WIREVARIES
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET ROOT CROW
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL
TREE PLANTING
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
DETAILFOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
2" 12-14' 16' 24" 16"
3" 14-16' 18' 32" 21" NOT
TRAINING
AREA
AI I
PLANT SCHEDULE
TREES
CODE QTY BOTANICAL NAME COMMON NAME CAL HT SPAC REMARKS
CJ 21 CRYPTOMERIAJAPONICA'YOSHINO' JAPANESE CEDAR 2" 8' MIN. 50'
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SO 1 QUERCUS SHUMARDII SHUMARD OAK 2.5" 8' N/A EXISTING TREES TO BE RESET
RSW 6 LIQUIDAMBAR SYYRACIFLUA 'ROTUNDILOBA' SWEETGUM 2" 8' N/A EXISTING TREES TO BE RESET
IIII
N: 466633.68
EX. SEPTIC / E: 1576644.15
FIEk 6
N.- 4fi6575.17 /
E: 1'576533.63 /
z
141 / ' / /N1466548.31 / \�/9A1
E: 1576557.4 tlll\,
,
- ' ' / I M015ULAR
534 -
— 535 —d /
/ / eLASSROM
— — — 536537— — ' _ _ �' / 5k2 �' (STORAGE ,
— — — — — _538— — / �' ; eE ONLY)
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_ _ 539 - 466, 509. $0 =
X X x —_— — —540--_ — E 1,576,6E79.51 '�
X X X X — — FENC \ s �ELEI/:5,46
s
X 541_ _!� yk� / MODULAR ' s r
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EDGE OF 1 ' I j s CLASSROM
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SWEETGUM TREES
(PER PHASE 1 PLANS)
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EDGE OF ---------------------- `
PAVEMENT l
/ TREES RE D Tt REGRADE SOIL
\ SHALL BE RESET If E LOCATION
\� AS ORIGINALLY PLANTED j � � / / � 0 \ \ \ \\ \ \ \ \
—546
547 45
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ILED : 42 04' KITCH I AREA
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REHABILITATION ' / / / / ' \ / till//� YI// - _ _ _ _ - - - 536- - - - -
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/ 534------ toll; kalme
=AAA
EXISTING FIRE LANE
SIGNS
GPS 2
AN: 466, 528.21
E: 1,576, 040.94
EV.: 541.23'
X
/X
L
M
DO
0
Q
Z
SCALE 1 "=30'
0 30' 60'
Union County Sheriffs Office
AE DESIGN TRAINING AREA
SHELTER
MILLS HARRIS ROAD
MARSHVILLE, NC
DESIGNER
C L A R K N E X S E N
213 South Jefferson, Suite 1011
Roanoke, VA 24011
540.982.0800
Clark Nexsen License Number: C-1028
CONSULTANT
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
CHARLOTTE OFFICE
610 East Morehead St, Suite 250
CHARLOTTE, NC 28202
TEL [phone]
FAX [phone]
www.timmons.com
Site Developme4 Residential I Infrastructure TIachnology
40685
NORTH CAROLINA LICENSE NO. C-1652
SEALS
•� SEAL 9� -
t, CR\3 \
SUBMITTAL
5/15/2018
PRE -FINAL SUBMITTAL
REVISIONS
1 4/22/19 COUNTY COMMENTS
2 5/08/19 COUNTY COMMENTS
KEY PLAN
SHEET
LANDSCAPE PLAN
SHEET 16 OF 16
DESIGN: J. ZILKE
DRAWN: J. ZILKE C N 7395
REVIEW: B. CRUTCHFIELD