SWA000108_Plan (Set)_20210806

SITE CONTACT:
MOTOROLA SOLUTIONS, INC.
8720 RED OAK BLVD., SUITE
CHARLOTTE, NC 28217
CONTACT: HEATHER MASON
PHONE: [phone]
R]IIIIIVLK01w3da �
ELECTRIC:
DUKE ENERGY PROGRESS
P.O. BOX 1771
RALEIGH, NC 27602
PHONE: [phone]
42,
p Walgreens cl
Walmart Supercenter
a��`.
cl Ell
SITE
2000 tt
PARCEL INFORMATION:
JURISDICTION: TOWN OF SILER CITY, NC
123 PARCEL NUMBER: 0014326
PARCEL PIN NUMBER: 877100389553
PARCEL REFERENCE: DB821, PG0639
PARCEL ACREAGE: 34.57 f
PARCEL ZONING: H-1
FLOOD MAP: 37108771001, 2/2/2007, ZONE "X"
CALL BEFORE YOU DIG: NC ONE —CALL: 811
LAW REQUIRES THAT THE CONTRACTOR NOTIFY
THE APPROVED NOTIFICATION CENTER WITHIN
THREE (3) TO TWELVE (12) WORKING DAYS
PRIOR TO EXCAVATION OR DEMOLITION ACTIVITIES.
PROPERTY OWNER:
CHATHAM COUNTY
P.O. BOX 608
PITTSBORO, NC 27312
A 03/23/2021 1 SUBMITTED FOR REVIEW
tDB 05/17/2021 SUBMITTED FOR REVIEW
C 06/03/2021 SUBMITTED FOR REVIEW
06/17/2021 SUBMITTED FOR REVIEW
E 08/06/2021 SUBMITTED FOR REVIEW
slilk[e]I9121:10
KCI ASSOCIATES OF NC, P.A.
4505 FALLS OF NEUSE RD., SUITE 400
RALEIGH, NC 27609
919
ERIC )S. K KOHL, NC LICENSE #25949
\(6111*5
CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS TO SITE.
KEEP GATES AND/OR DOORS LOCKED AT ALL TIMES.
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING
DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL
IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR
BE RESPONSIBLE FOR SAME.
KCI
ASSOCIATES OF NC
4505 FALLS OF NEUSE RD.,
SUITE 400
RALEIGH, NORTH CAROLINA 27609
919 783-9214
ENGINEER LANNERS • ECOLOGISTS
© MOTOROLA SOLUTIONS
MOTOROLA SOLUTIONS, INC.
8720 RED OAK BLVD., SUITE 123
CHARLOTTE, NC 28217
CONTACT: HEATHER MASON
PHONE: [phone]
f
TOWN OF SILER CITY, NC
PLANNING & COMMUNITY
DEVELOPMENT DEPT.
311 N. 2nd AVE.
SILER CITY, NC 27344
[phone]
CHATHAM HOSPITAL
492 PROGRESS BLVD.
SILER CITY, NC 27344
LAT: 35' 43' 23.17"N
LONG: 79' 25' 40.97"W
PROPOSED 300'-0" TALL SELF -SUPPORTED
TOWER AND EQUIPMENT COMPOUND
T-1
COVER SHEET
SW-1
STORMWATER NARRATIVE
T-2
GENERAL REQUIREMENTS
SW-2
SITE OVERVIEW
T-3
GENERAL REQUIREMENTS
Sw-3
WATERSHED MAP
C-1
SITE OVERVIEW
SW-4
FLOOD PLAIN MAP
C-2
SITE PLAN
SW-5
SOILS MAP
C-3
COMPOUND PLAN
SW-6
GRADING AND STORMWATER CONTROL PLAN
C-4
TOWER ELEVATION
SW-7
GRADING AND STORMWATER CONTROL PLAN
C-5
EROSION AND SEDIMENT CONTROL PLAN
SW-8
GRADING AND STORMWATER CONTROL PLAN
C-6
EROSION AND SEDIMENT CONTROL PLAN
SW-9
GRADING AND STORMWATER CONTROL PLAN
D-1
CONSTRUCTION DETAILS
SW-10
GRADING AND STORMWATER CONTROL PLAN
D-2
CONSTRUCTION DETAILS
SWD-1
STORMWATER CONTROL DETAILS
D-3
CONSTRUCTION DETAILS
SWD-2
STORMWATER CONTROL DETAILS
D-4
CONSTRUCTION DETAILS
SWD-3
STORMWATER CONTROL DETAILS
D-5
CONSTRUCTION DETAILS
SWD-4
STORMWATER CONTROL DETAILS
D-6
SITE SIGNAGE DETAILS
SWD-5
STORMWATER CONTROL DETAILS
A-1
ANTENNA DETAILS
SWD-6
STORMWATER CONTROL DETAILS
E-1
ELECTRICAL PLAN AND NOTES
SWD-7
STORMWATER CONTROL DETAILS
E-2
GROUNDING PLAN AND NOTES
W1E-1
WALL 01 - ELEVATION
E-3
ELECTRICAL AND GROUNDING DETAILS
W1E-2
WALL 01 - ELEVATION
E-4
ELECTRICAL AND GROUNDING DETAILS
w1E-3
WALL 01 - ELEVATION
E-5
ELECTRICAL AND GROUNDING DETAILS
w1E-4
WALL 01 - ELEVATION
E-6
ELECTRICAL AND GROUNDING DETAILS
W1E-5
WALL 01 - ELEVATION
E-7
ELECTRICAL AND GROUNDING NOTES
W1E-6
WALL 01 - ELEVATION
CHATHAM HOSPITAL
492 PROGRESS BLVD.
SILER CITY, NC 27344
TOWN OF SILER CITY, NC
DATE OF ORIGINATION 07/01/2019
DRAWN BY TNW APPROVED BY
CHECKED BY : KCI# : 011904897_C
W1E-7
WALL 01 - ELEVATION
W1E-8
WALL 01 - ELEVATION
W1E-9
WALL 01 - ELEVATION
W1E-10
WALL 01 - ELEVATION
WiS-1
WALL 01 - SECTION
WiS-2
WALL 01 - SECTION
WlS-3
WALL 01 - SECTION
WiS-4
WALL 01 - SECTION
WiS-5
WALL 01 - SECTION
W2E-1
WALL 02 - ELEVATION
W2E-2
WALL 02 - ELEVATION
W2E-3
WALL 02 - ELEVATION
W2E-4
WALL 02 - ELEVATION
W2S-1
WALL 02 - SECTION
W2S-2
WALL 02 - SECTION
W2S-3
STORM DRAIN DETAILS
WN-1
RETAINING WALL NOTES
WN-2
RETAINING WALL NOTES
WN-3
RETAINING WALL NOTES
WN-4
RETAINING WALL NOTES
PLAN CERTIFICATION:
ALL STORMWATER MANAGEMENT FACILITIES AND PRACTICES ARE DESIGNED
TO CONTROL AND TREAT RUNOFF FOR A 1YEAR—iHOUR STORM EVENT
OVER THE TOTAL DRAINAGE AREA.
DESIGNS AND PLANS ARE SUFFICIENT TO COMPLY WITH APPLICABLE
STANDARDS AND POLICIES IN THE NCDEQ STORMWATER DESIGN MANUAL,
AND WITH THE TOWN OF SILER CITY STORMWATER ORDINANCE.
/}pF $ttg , TOWN OF SILER CITY, NC
PLANNING & COMMUNITY
DEVELOPMENT DEPT.
311 N. 2nd AVE.
O $/
SILER CITY, NC 27344
[phone]
COVER SHEET
T-1

I � telylyl = MMA 11 ly-Al I ft� I
LAT 35' 43' 23.17" AD '�B
LON 79* 25' 40,97" NAD 83
AVERAGE GROUND ELEVATION
AT CENTERLINE OF TOWER
ELEV. = Cs'571.2 (NAVD '88)
GENERAL (VOTES:
1. THIS PLAN HAS BEEN PREPARED WITHOUT THE BENEFIT OF
A REPORT OF TITLE.
2. THIS PLAN DOES NOT REPRESENT A TITLE SURVEY.
3. ALL DISTANCES ARE GROUND UNLESS OTHERWISE NOTED.
4. SUBJECT PARCEL NUMBER: 0014326
5. SUBJECT PARCEL REFERENCE: DEED BOOK 821, PAGE 639
6. AREA OF SUBJECT PARCEL: 34.57± ACRES
7. SUBJECT PROPERTY ZONING: H-1
8. INFORMATION SHOWN HEREON BASED ON ACTUAL FIELD
SURVEY PERFORMED BY POINT TO POINT SURVEYING, ON
NOV. 08, 2019, AS WELL AS INFORMATION CONTAINED IN
THE PUBLIC RECORDS OF THE CHATHAM COUNTY REGISTER
OF DEEDS AND TAX ASSESSORS OFFICES.
9. THERE IS NOT A LEASE OR EASEMENT FOR THIS PROJECT.
10. NO STREAM CROSSING IS PROPOSED.
11. DRIVEWAY ENTRANCE SHALL, AT MINIMUM, CONFORM TO THE
REQUIREMENTS SET FORTH IN THE POLICY ON STREET AND
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAY', NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
12. TYPE "A" SCREEN SHALL BE PROVIDED WITHIN THE lOFT
RESERVED PYFFERYARD. EXISTING VEGETATION THAT MEETS
THE TYPE 'A' SCREEN STANDARD IS SUFFICIENT.
EX. COMMUNITY
COLLEGE BLDG
THE TRUSTErSFOF CENTRAL
CAROLINA COMMUNITY COLLEGE )o
PARCEL NUMBER 0084341 1
DB: 1569 PG: 406 i EXISTING 0
PARKING AREA G)
750'
W
'13
PROPOSED 300'-0" TALL
SELF -SUPPORTED
TOWER FUTURE
L CHATHAM CO
BUILDING AREA 00 I'
g` , N �' II
CHATHAM IFCOUNTY rn
PARCEL NUMBER 0014326 It
08: 821 PG: 0639
EX.
UTILLEITY
EX FIRE
O
PROPOSED 1 V-8" x 24'-0" PHYDRANT
CHATHAM CO. EQUIPMENT EX. 18 RCP
5 0
SHELTER . 14'-6"
DIESEL 0Nv(RATOR PAD OU�LOCATION OF EX WATER
FALL UNKNOWN) VALVE
EX. SS
PROPOSED 60'-0" x 60'-0" MANHOLE
FENCED TOWER AND EQUIPMENT EX.
COMPQUND WITHIN 60-0" x PROPO$ED 15 WIDE WID� GRAVFL ACCESS UTILITY EX. TELCO
60'-0' LEASE AREA; (3600sf) DRIVE �21OOLF±; wl 20 x 60 PARKING POLE HANDHOLE
ANP T RNAROUtlD AREA f 1200SF±)WITHIN
0 WIDE ACCESS UTILITY BASEMENT; EX. SS
NIF
N01485.1 3SF± TOTAL) MANHOLE
CAROLINA STEARNS & HELEN N. rn
STEARNS JOINT TENANTS WITH ''
RIGHT' OF SURVIVORSHIP
PARCEL NUMBER 0014298
DB: 1813 PG: 629
NIF rn f
L.L.C. &
CHATHAM LANDMAR&GARET TIMBERBROWNINMANAGEG MENT,
PARCEL NUMBER 0014361
DB: 1423 PG: 304
DB: 735 PG: 341
L
fit qa�A no
RADIUS NOTE: 1 SITE OVERVIEW
PROPOSED TOWER IS DESIGNED BY
THE TOW R MANUFACTURER TO HAVE llxl7 SCALE: 1 1:: = 200:-0::
A ZERO FOOT FALL RADIUS. 24x36 SCALE: = 100 -0
NV. I VAlt I -
A 03/23/2021 SUBMITTED FOR REVIEW
B 05/17/2021 SUBMITTED FOR REVIEW 2KC1
C 06/03/2021 SUBMITTED FOR REVIEW
1) 06/17/2021 SUBMITTED FOR REVIEW ASSOCIATES OF NC
4505 FALLS OF NEUSE RO_
SUITE 400
RALEIGH, NORTH CAROLINA 27609
[phone]
ENGINEERS -PLANNERS- ECOLOGISTS
25� morojqOLA SOLUTIONS
MOTOROLA SOLUTIONS, INC.
8720 RED OAK BLVD., SUITE 123
CHARLOTTE, NC 28217
CONTACT: HEATHER MASON
PHONE: [phone]
CHATHAM HOSPITAL
492 PROGRESS BLVD.
SILER CITY, NC 27344
TOWN OF SILER CITY, NC
DATE OF ORIGINATION 07/01/2019
DRAWN BY : TNW APPROVED BY
CHECKED BY : KCI# : 01 1904897C
0 200 400
AL; I
PLO
ANNINGWN OF S& COMMUNITY ILER CITY, NC
SITE OVERVIEW
DEVELOPMENT DEPT.
311 N. 2nd AVE.
SILER CITY, NC 27344
(919) 7424731

CONSTRUCTION NOTES
1. PRIOR TO COMMENCING ANY EXCAVATION OR GRADING, THE CONTRACTOR SHALL
SATISFY HIMSELF AS TO THE ACCURACY OF ALL SURVEY DATA AS INDICATED
IN THE PLANS AND SPECIFICATIONS AND/OR AS PROVIDED BY MOTOROLA.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ALL ESTABLISHED
SURVEY CONTROL POINTS. IF THE CONTRACTOR OR ANY OF ITS SUBCONTRACTORS
MOVE OR DESTROY ANY SURVEY CONTROL POINTS, THE COST INCURRED BY
THE OWNER OR MOTOROLA TO RE—ESTABLISH THEM WILL BE BORNE BY THE
CONTRACTOR.
3. BEFORE CLEARING, THE CONTRACTOR SHALL ENSURE THAT THE AREA TO BE
CLEARED HAS BEEN PROPERLY MARKED BY THE SURVEYORS AND ANY APPROVALS
REQUIRED FROM THE LOCAL AUTHORITIES HAVE BEEN OBTAINED.
4. THE CONTRACTOR SHALL ENSURE THAT ALL THE TREES, SHRUBS, STUMPS AND
OTHER SURFACE OBSTRUCTIONS ARE REMOVED AND DISPOSED OF AT AN APPROVED
DUMPSITE.
5. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,
ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC
AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND
STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK.
THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED
SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS,
AND ORDINANCES.
6. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS AND EQUIPMENT
NOT SHOWN IN THE BILL OF MATERIALS AS OWNER FURNISHED, AND ALL LABOR
DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN.
7. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO PERFORMING WORK
TO FAMILIARIZE THEMSELVES WITH THE FIELD CONDITIONS AND TO VERIFY THAT
THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS. NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR
INTERFERENCES WHICH AFFECT THE WORK OF THIS CONTRACT.
8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO
THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR
WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.
9. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION.
UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT
MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
10.THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND HAZARD
FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, VEGETATION,
AND RUBBISH, AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE
PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM
PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE.
11.SEED AND MULCH ALL DISTURBED AREAS NOT COVERED BY OTHER MATERIALS
IN ACCORDANCE WITH THE SPECIFICATIONS.
12.ANY PROPERTY DAMAGE CAUSED BY THE CONTRACTOR OR HIS OPERATIONS
SHALL BE CORRECTED AND/OR RESTORED TO THE SATISFACTION OF THE
PROPERTY OWNER(S) AND MOTOROLA AT NO ADDITIONAL COST TO THE
PROPERTY OWNER OR MOTOROLA.
13. WHERE POSSIBLE BY THE LOCAL CODES, AN EPA APPROVED HERBICIDE SHALL BE
APPLIED TO ALL AREAS PRIOR TO LAYING DOWN THE GEOTEXTILE FABRIC,
THE RATE OF APPLICATION OF THIS HERBICIDE SHALL BE A MIN. OF 10 Ibs. OF
PRODUCT PER ACRE, UNLESS OTHERWISE REQUIRED BY LOCAL CODES OR
MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL CHECK
THE LOCAL CODES PRIOR TO APPLYING DEFOLIANT. SUBSTANCE SHALL NOT BE
APPLIED IF GROUND IS FROZEN OR IF DANGER OF DEFOLIANT BEING WASHED
BEYOND THE INTENDED AREA IS PRESENT.
60
11'-8" 5'
16° 1 22'
COMPOUND PLAN
C-3 1107 SCALE: 1" = 10'—Q,"
24x36 SCALE: 1" = 5'-0
FOR REVIEW
17 /%�
l`iL/
ASSOCIATES OF NC
4505 FALLS OF NEUSE RD.,
SUITE 400
RALEIGH, ((NORTH CAROLINA 27609
ENGINEER (919r�Le78NERs. ECOLOGIST5
" 0lgO . SOLUTIONS
MOTOROLA SOLUTIONS, INC.
8720 RED OAK BLVD., SUITE 123
CHARLOTTE, NC 28217
CONTACT: HEATHER MASON
PHONE: [phone]
CHATHAM HOSPITAL
492 PROGRESS BLVD.
SILER CITY, NC 27344
TOWN OF SILER CITY, NC
FOR REVIEW
FOR REVIEW
FOR REVIEW
DATE OF ORIGINATION 07/01 /2019
DRAWN BY TNW
APPROVED BY
CHECKED BY :
KCI# : 011904897
I
m
i , I
TOWN OF SILER CITY, NC
PLANNING & COMMUNITY
DEVELOPMENT DEPT.
311 N. 2nd AVE.
Vj SILER CITY, NC 27344
(919) 7424731
�q��tlN��e4gWR6®'b 4�U B®g®8ggg
10
COMPOUND PLAN
25949

8" OF COMPACTED AGGREGATE BASE
COURSE; w/ 1-1 /2" THICK COURSE
OF #67 STONE, COMPACTED TO 100%,
FOR SURFACE COURSE
SHHOU�DER TO BE GRASS —LINED
GRASS —LINED FOOT
D TCH; SEf SITE PLAN
N
EXISTING GRADE
PROOF ROLL AND
STABILIZE
SEE PLAN
GRASS —LINED V—DITCH
EXCEPT IN AREAS NEAR
SLOPE 1/4" SLOPE 1/4" CULVERTS WHICH WILL
PER FOOT PER FOOT BE LINED WITH RIP -RAP -
ALL 3L1 OR LES�PTYPTO BE
�—
SITE ACCESS
DRIVEWAY SECTION
-4 NOT TO SCALE
1' CVV DI AAI
AASHTO CLASS III
GEOTEXTILE
6" MIN #57 CRUSHED STONE
GEOTEXTILE MATERIAL, w
u MIRAFI 500X (OR u
z Z7APPRO D EQUAL) z
w w
L� L�
2.0% SLOPE 2.0% SLOPE
UNDISTURBED SOIL OR 6"
COMPACTED FILL
COMPOUND ELEVATION
NOT TO SCALE
SITE COMPOUND AND ACCESS SECTION NOTES
1. GRAVEL SHALL BE LAID ON THE ROAD ABOVE THE GEOTEXTILE FABRIC IN TWO LAYERS. THE BOTTOM LAYER SHALL CONSIST OF
8" THICK COMPACTED AGGREGATE BASE COURSE FOR A STRONG BASE, AND THE TOP LAYER SHALL CONSIST OF 1-1/2" THICK
#67 GRAVEL FOR A SMOOTH TOP SURFACE. THE COMPACTED AGGREGATE BASE COURSE SHALL CONSIST OF CRUSHED LIMESTONE
OR CRUSHED NATURAL GRAVEL, FREE FROM LUMPS OR BALLS OF CLAY OR OTHER OBJECTIONABLE MATTER, AND REASONABLE FREE
FROM THIN AND ELONGATED PIECES OF DIRT. AGGREGATES SHALL CONSIST OF ANGULAR FRAGMENTS, DURABLE AND SOUND,
AND SHALL BE REASONABLY UNIFORM IN DENSITY AND QUALITY.
2. GEOTEXTILE FABRIC SHALL NOT BE USED ON ROAD SECTIONS WITH STEEP GRADE (>10%) OR ROCK BASE TO PREVENT
SLIPPING. ON STEEP SLOPES, SLOPE STABILIZATION MEASURES SHALL BE USED INSTEAD.
3. THE ROAD SHALL BE GRAVELED IN SUCH A MANNER AS TO PROVIDE A CROWN IN THE CENTER, WITH THE ROAD SURFACE
SLOPING AWAY FROM CENTER SO THE WATER INSTANTLY RUNS OFF INTO THE SWALES ON THE SIDES. THE ROAD SHALL BE
FLARED AT THE INTERSECTION OF THE HIGHWAY IN ORDER TO PROVIDE ADEQUATE TURNING RADIUS FOR THE VEHICLE. FOUR
FEET WIDE SWALES SHALL BE PROVIDED ON EITHER SIDE OF THE ROAD TO FACILITATE EASY RUN—OFF OF RAINWATER.
4. WHERE APPROVED THE LOCAL CODES, AN EPA APPROVED HERBICIDE SHALL BE APPLIED TO ALL AREAS PRIOR TO LAYING DOWN
THE GEOTEXTILE FABRIC, THE RATE OF APPLICATION OF THIS HERBICIDE SHALL BE A MIN. OF 10 Ibs. OF PRODUCT PER ACRE,
UNLESS OTHERWISE REQUIRED BY LOCAL CODES OR MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL CHECK
WITH LOCAL CODES PRIOR TO APPLYING DEFOLIANT. SUBSTANCE SHALL NOT BE APPLIED IF GROUND IS FROZEN OR IF
DANGER OF DEFOLIANT BEING WASHED BEYOND THE INTENDED AREA IS PRESENT.
A 03/23/2021 1 SUBMITTED FOR REVIEW
B 05/17/2021 SUBMITTED FOR REVIEW
C 06/03/2021 SUBMITTED FOR REVIEW
D 06/17/2021 SUBMITTED FOR REVIEW
E 08/06/2021 SUBMITTED FOR REVIEW
KCI
ASSOCIATES OF NC
4505 FALLS OF NEUSE RD.,
SUITE 400
RALEIGH, NORTH CAROLINA 27609
919 783-9214
ENGINEER LANNERS • ECOLOGISTS
© MOTOROLA SOLUTIONS
MOTOROLA SOLUTIONS, INC.
8720 RED OAK BLVD., SUITE 123
CHARLOTTE, NC 28217
CONTACT: HEATHER MASON
PHONE: [phone]
EXISTING
ROADWAY
n
CHATHAM COUNTY
OR'IH CAROLINA
NOTES:
GRAVEL CONSTRUCTION ENTRANCE SHALL BE
MAINTAINED ROUTINELY TO AVOID SEDIMENT
LEAVING PROJECT.
SEDIMENT ENTERING ROADWAY FROM PROJECT
SHALL BE REMOVED IMMEDIATELY.
25—FT OR WIDTH OF
PROPOSED STREET,
WHICHEVER IS
GREATER.
I1 70'-0" MINIMUM _ I
CROSS SECTION
NEW
CONSTRUCTION
STANDARD GRAVEL CONSTRUCTION ENTRANCE
INSPECTION AND MAINTENANCE OF CONSTRUCTION ENTRANCE:
DETAIL NUMBER
2018-003
SHEET 1 of 1
1. INSPECT AND VERIFY THAT ACTIVITY BASED BMPS ARE IN PLACE PRIOR TO THE COMMENCEMENT OF ASSOCIATED ACTIVITIES.
WHILE ACTIVITIES ASSOCIATED WITH THE BMPS ARE UNDER WAY, INSPECT BMPS IN ACCORDANCE WITH GENERAL PERMIT
REQUIREMENTS FOR THE ASSOCIATED PROJECT TYPE AND RISK LEVEL. IT IS RECOMMENDED THAT AT A MINIMUM, BMPS
BE INSPECTED WEEKLY PRIORF 11AIN O FORECASTED RAIN EVENTS, DAILY DURING EXTENDED RAIN EVENTS, AND AFTER
2. INSPECT LOCAL ROADS ADJACENT TO THE SITE DAILY. SWEEP OR VACUUM TO REMOVE VISIBLE ACCUMULATED SEDIMENT.
REMOVE
EM VALL TEMPORARY PARATEROADWAYAND
DISS O LE OF SEDIMENT IF CONSTRUCTION ENTRANCE/EXIT IS CLOGGED WITH SEDIMENT.
3. CHECK FOR DAMAGE AND REPAIR AS NEEDED.
4. REPLACE GRAVEL MATERIAL WHEN SURFACE VOIDS ARE VISIBLE.
5. REMOVE ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS WITHIN 24 HOURS.
6. REMOVE GRAVEL AND FILTER FABRIC AT COMPLETION OF CONSTRUCTION
CHATHAM HOSPITAL
492 PROGRESS BLVD.
SILER CITY, NC 27344
TOWN OF SILER CITY, NC
DATE OF ORIGINATION 07/01/2019
DRAWN BY TNW APPROVED BY
CHECKED BY : KCI# : 011904897_C
TOWN OF SILER CITY, NC
PLANNING & COMMUNITY
DEVELOPMENT DEPT.
311 N. 2nd AVE.
O $/
SILER CITY, NC 27344
[phone]
CONSTRUCTION
DETAILS
D-4

CONSTRUCTION SEQUENCE:
1 ®URSEDIMENT
ACIVIITESOCCUCONTROL
CABE OBTAINED BY FILLING EELETONIOTIICEFNETE—NOIOM
AT DEQ.NC.GOV NCGO1. PLEASE NOTE THE E—NOI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED.
ANCOACCFSSTHEIBLE DURING PERMIT
THE
c6c, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX,
2. CONTACT THE DEMLR RALEIGH REGIONAL OFFICE AT LEAST 48 HOURS PRIOR TO COMMENCING THE LAND —DISTURBING ACTIVITY.
THE CONTACT NUMBER IS [phone].
PROJECT DESCRIPTION 3. CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES.
4. CONTRACTOR SHALL CLEAR, GRUB, AND GRADE SITE.
The following is the Site development Slormwater Management Plan for an undeveloped parcel located on 5. CONTRACTOR SHALL INSTALL PROPOSED ACCESS ROAD.
the west side of Progress Boulevard across from the Chatham County llospital. The site is 35 acres and 6. CONTRACTOR SHALL CONSTRUCT EQUIPMENT COMPOUND AND TOWER TO INCLUDE FOUNDATIONS, FENCING, GROUNDING, AND ELECTRICAL
bounded by US 421 on the west. This submittal is for a new cell tower compound and its associated gravel SERVICE.
access drive. The cell tower will be used by the County as part of its emergency communication network. 7, PER NPDES
To BQUIREMENITS�DA R SITEAUGE, AND ACCESINSPECTIONS
B EE TIO DURING RECORDS,
ECOR S, PERMIT, RECOMMENOF DED OVERAGE, NTDEMS BPLAN
A LACED
IN A PERMITS BOX AT THE BEGINNING OR ENTRANCE OF PROJECT.
8. THE CONTRACTOR SHALL CONDUCT SELF —INSPECTIONS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES AND COMPETE
EXISTING CONDITIONS THE FOLLOWING COMBINED SELF -INSPECTION FORM FOUND ON THE DEMLR WEBSITE. TWELVE MONTHS OF COMPLETE INSPECTION
FORMS SHALL BE KEPT ON -SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS RECOMMENDED A COPY BE KEPT IN
A PERMITS BOX.
The site is undeveloped and today is entirely wooded. There are two larger drainage valleys one smaller DEMLR WEBSITE: HTTPS://DEO.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/EROSION-SEDIMENT-CONTROL/FORMS
drainage valley that generally flow from south to north across the parcel. There are also ridge high points that
are breaks between the drainage valleys. There is no existing impervious on the parcel. 9. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN
CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE
IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION
The approximate area ofthe parcel is 35 acres. The soil types located on site include: Georgeville silt loam, 2- DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.
6 percent slopes and 6 — 10 slopes; Georgeville silty clay loam, 2 to 6 percent slope; Georgeville-Bailin 10 CONTRACTOR SHALL SEED DENUDED AREAS.
complex 10 — 15 percent slopes; Goldston-Badin complex, 2 — 15 percent slopes; and Nanford-Badin 11. CONTRACTOR SHALL REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES.
complex, 2 6 percent slopes and 6 to 10 percent slopes. Georgeville silt loam, Georgeville silty clay loam, 12. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS
Georgeville-Badin complex are in the hydrologic soils group B, while the Badin and Nanford are in soil group THE PERMITTEE OF THE PROJECT CLOSE UT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT THE DEQ WEBSITE TO SUBMIT
AN ELECTRONIC NOTICE OF TERMINATION FEE -NOT), A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS
C and the Goldston is in group U soils classification. BEEN FILLED OUT.
DEQ WEBSITE: DEO.NC.GOV/NCGO1
The site drains to the property to the north. From there it crosses under Progress Boulevard and then makes its
way to the Rocky River. 13. PER THE NPDES PERMIT, GROUND STABILIZATION WILL BE APPLIED WITHIN 14 CALENDAR DAYS FROM LAST LAND DISTURBING ACTIVITY.
FOR STEEP SLOPES, THAT AREA MUST BE STABILIZED WITHIN 7 CALENDAR DAYS.
PROPOSED DEVELOPMENT 14. PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 90 CALENDAR DAYS. HOWEVER, NPDES GROUNDCOVER REQUIREMENTS TAKE
PECECThe proposed development includes a new 60 foot square cell tower compound enclosed by a fence at the
western part of the site. A 15 foot wide access drive near the southern property line provides access to the
tower from Progress Boulevard. The road length is approximately 2,000 feet. The access drive and cell tower
compound will be gravel. No other impervious will be added for this project. The total amount of gravel
resulting from this project is 0.80 acres.
The site grading is minimal only affecting the immediate area around the flat cell tower compound. The
access drive grading follows the existing topography and is mostly cut into the existing ground but in some
areas fill is required to reduce the slope of the access drive in order to make it more drivable. A culvert pipe
will be installed at the drive location on Progress Boulevard and 3 other culvert pipe crossings will be used at
the low spots along the drive to maintain the existing drainage patterns. Two retaining walls will be
constructed along the access drive to prevent grading over the property line at 3:1 slopes. The total amount of
land disturbance is 2.125 acres.
There are no wetlands, buffers, critical areas, or any other environmental features within the project area. The
proposed project does not impact or alter the existing drainage patterns of the site.
a,
N0. DATE REVISION KC
�T
A 03/23/2021 SUBMITTED FOR REVIEW II , ®'�"�Jq0 A SOLUTIONS CHATHAM HOSPITAL
e o5/n/zort SUBMITTED FOR REVIEW .LIIIIL a� TOWN OF SILER CITY, NC STORMWATER
C 06/03/2021 SUBMITTED FOR REVIEW 492 PROGRESS BLVD.
f f PI-ANNWG&COMMUNITY �I q RRA-I-IVE z ,;,p.
949
0 06/17/2021 SUBMITTED FOR REVIEW ASSOCIATES OF NC MOTOROLA SOLUTIONS, INC. t " NARRATIVE SILER CITY, NC 27344`'y DEVELOPMENTDEPT.
8720 RED OAK BLVD., SUITE 123 TOWN OF SILER CITY, NC �I `" K '
CHARLOTTE, NC 28217
SUITE aSri 311 N.2ndAVE.
45D5 FALLS OF 00 Ro., DATE OF ORIGINATION : 07/ O i/ 2019 i SILER CITY, NC 27344
CONTACT: HEATHER MASON �7
RALEIGH, NORTH CAROLINA 27609 PHONE: [phone] [phone]
(NORT 7CAROLI a DRAWN BY TNW APPROVED BY
ENGINEERS . DINNERS• ECOLOGISTS
CHECKED BY KCI : 01 1904897_C �� 1441 " Y` 101

PLAN CERTIFICATION:
ALL STORMWATER MANAGEMENT FACILITIES AND PRACTICES ARE DESIGNED
TO CONTROL AND TREAT RUNOFF FOR A 1YEAR-1HOUR STORM EVENT
OVER THE TOTAL DRAINAGE AREA.
EX. COMMUNITY
COLLEGE BLDG
DESIGNS AND PLANS ARE SUFFICIENT TO COMPLY WITH APPLICABLE I l
STANDARDS AND POLICIES IN THE NCDEQ STORMWATER DESIGN MANUAL,
AND WITH THE TOWN OF SILER CITY STORMWATER ORDINANCE, VF
THE TRUSTEES OF CENTRAL
CAROLINA COMMUNITY COLLEGE I I J PARCEL NUMBER 0084341
DB: 1569 PG: 406 ' I EXISTING
I
II
�I
li
I
i
I
II
I�
I�
p �
PARKING AREA ®_ _ _ _ --- -
I' 750'
I
1 PROPOSED 300'-0" TALL
I SELF -SUPPORTED
1 TOWER L FUTURE
CHATHAM CO.
I \ ` BUILDING AREA
1 vim® SEE SH T SW-3 FOR ` 1
APPROXI ATE STREAM
C F CENTERLIN PER NCDEQ
DETERMINAj10N LETTER
NBRRO#20-101, ' 1
DATED APR IL 29, 2020
111 PARCELATHAM NUMBECOUNTY014326
1 / 1 DB: 821 PG: 0639
1
1 PROPOSED 1 1 °-8" x 24'-0'
1 CHATHAM CO. EQUIPMENT 1
SHELTER• w 5'-O" x 14'-6"
DIESEL G�EN�RATOR PAD
1 J '
' v 1
° .
AREA
PERCENTAGE
TOTAL PARCEL AREA
34.570oc
100.00%
PROPOSED DISTURBED AREA
2.125oc
6.15%
EXISTING IMPERVIOUS AREA
0.0000c
0.00%
PROPOSED IMPERVIOUS AREA
0.82000
2.37%
POST -DEVELOPMENT IMPERVIOUS AREA
0.820oc
2.37%
DATE REVISION I/\1/lr—�1� �III111T
05/17/2021 SUBMITTED FOR REVIEW 0 / T
05/17/2021 SUBMITTED FOR REVIEW
06/03/2021 SUBMITTED FOR REVIEW
ns/T7/2021 SUBMITTED FOR REVIEW ASSOCIATES OF NC
4505 FALLS OF NEUSE RD..
SUITE 400
RALEIGH, (NORTH919) 7CAROLINA
ROL N4 27609
ENGINEERS •PLANNERS• ECOLOGISTS
1
I
111
1
I
I
1
ill
PROPOSED 60'-0" x 60'-0"-
FENCED TOWER AND EQUIPMENT
COMP UND WITHIN 6 , -0" x
Q PROPO ED 15 WIDE WIDE GRAVEL ACCESS 1
60'-0 LEASE AREA; (3600sf) I DRIVE2100LFt) w/ PARKING AND
TURNA OUND AR�A (3536.25SFt); WITHIN
0 -0' WIDE ACCESS AND UTILITY EASEMENT;
NEX.
N/F I61,368.65SFt TOTAL} UTITY
POLE 1
RR I
CAROLINA STEA NS & HELEN N.
STEARNS JOINT TENANTS WITH
RIGHT` OF SURVIVORSHIP
PARCEL NUMBER 0014298
DB: 1813 PG: 629
-- I
L_._
dft
SITE OVERVIEW
SW-2 1 1 x 17 SCALE: 1 " = 200'-0::
24x36 SCALE: 1 °' = 100'-0
MOTOROLA SOLUTIONS, INC.
8720 RED OAK BLVD., SUITE 123
CHARLOTTE, NC 28217
CONTACT: HEATHER MASON
PHONE: [phone]
CHATHAM HOSPITAL
492 PROGRESS BLVD.
SILER CITY, NC 27344
TOWN OF SILER CITY, NC
DATE OF ORIGINATION 07/01/2019 1
DRAWN BY : TNW APPROVED BY I
CHECKED BY : I KCI# : 011904897
N F
CHATHAM LAND & PMBER MANAGEMENT,
L.L.C. & MARGARET BROWNING
PAF2CEL NUMBER 0014361
DB: 1423 PG: 304
DB: 735 PG: 341
0
200
400
'ryb.�
TOWN OF SILER CITY, NC
PLANNING & COMMUNITY
�+
SITE OVERVIEW µ
°m _
SEAL
`U4
DEPT.
ypt
DEVELOPMENT
311 N. 2nd AVE.
a
SILER CITY, NC 27344
(919) 7424731sw-Z
d
............
dA�$�p 9dPRB I&i00h9 �k®b

PROJECT DESCRIPTION
A DESIGN FOR A CHATHAM COUNTY EMERGE
IN THE TOWN OF SILER CITY, NEAR THE INT
AND MEDICAL PARK DR. FOR TELECOMMUNIC
THE CONSTRUCTION OF A PROPOSED SELF -
TOWER WITHIN A FENCED COMPOUND, PROP,
GENERATOR, PROPOSED POWER AND TELEPH
TOTAL PARCEL AREA OF THE PARCEL IS 34.
AREA OF PROJECT SITE IS 0.820 ACRES.
EXISTING SITE CONDITION
MOST OF THE PROJECT SITE IS HEAVILY WO
SMALL BUSHES, AND LOW TREES AND VEGE-
SITE AREA SHALL BE GAINED BY A PROPOSI
LOCATED ON THE WEST SIDE OF PROGRESS
WATERSHED MAP NOTE:
TOPOGRAPHY MAPS PRQVIDED BY US GEOLOGIC
PLATE "SILER CITY, NC', DATED JULY 20, 201�
PROPOSED 30(
SELF—SUPPORI
LAT: 35' 43'
LONG: 79' 2'.
PROPOSED 60'
FENCED TOWEF
COMPOUND WI1
60 —0 LEASE
PROPOSED 15'
ACCESS DRIVE
PARKING AND
3536.25SF±);
IDE ACCESS
(61,368.65SF±
NCDEQ APPROVAL: WATERSHED MAP 0 300 600
SEE NORTH CAROLINA DEPARTMENT OF ENVIROMENTAL QUALITY DETERMINATION LETTER, SW_3 11x17 SCALE: 1" = 300,-0"
NBRRO #20-101, DATED APRIL 29, 2020. 24x36 SCALE: 1" = 150-0"
NO, DATE REVISION SEAL:
A 03/23/2021 SUBMITTED FOR REVIEW MOTOROLA SOLUTIONS CHATHAM HOSPITAL
KCI erg TOWNOFSILER CITY, NC WATERSHED MAP
B 05/17/2021 SUBMITTED FOR REVIEW
C 06/03/2021 SUBMITTED FOR REVIEW °� - +
492 PROGRESS BLVD. iBI or PLANNING &COMMUNITY
D 06/17/2021 SUBMITTED FOR REVIEW ASSOCIATES OF NC MOTOROLA SOLUTIONS, INC.
SILER CITY, NC 27344 E 08 06 2021 SUBMITTED FOR REVIEW 4505 FALLS OF NEUSE RD., 8720 RED OAK BLVD., SUITE 123 TOWN OF SILER CITY, NC DEVELOPMENT DEPT.
�E �!
/ / CHARLOTTE, NC 28217 ,� L � 311 N. 2nd AVE.
SUITE 400 CONTACT: HEATHER MASON DATE OF ORIGINATION : 07/01/2019 �� ^°^ ^^ ti� SILER CITY, NC 27344 SW-3
RALEIGH, NORTH CAROLINA 27609 PHONE. [phone] CA>i�~ 919 742-4731
[phone] DRAWN BY TNW APPROVED BY
ENGINEERS LANNERS • ECOLOGISTS
CHECKED BY KCI# 011904897_C

SITE PLAN NOTES:
THE PROPOSED SITE SHALL BE GRADED AND
THE COMPOUND SHALL BE BUILT UP WITH
PROPOSED GRAVEL WITH A SLIGHT CROWN IN
THE CENTER.
CONTRACTOR SHALL STOCKPILE TOP SOIL AND
SHALL UTILIZE TOP SOIL FOR TEMPORARY AND
PERMANENT SEEDING OF DENUDED OR DAMAGED
SILT FENCING SHALL BE USED TO PROTECT
EXISTING ADJACENT AREAS FROM SEDIMENT
AND OTHER DEBRIS.
PROPOSED mESgL_
PENERATOR-
w/ 5-0" `«-u cunxxur ,au
PROPOSED
sm rEwos OUTLET
PROPOSED SILT
rswc/mn; 267u,±
NO.
DATE
REVISION
A
03/23/2021
SUBMITTED
FOR
REVIEW
8
05/17/2021
SUBMITTED
FOR
REVIEW
C
06/03/2021
SUBMITTED
FOR
REVIEW
D
06/17/2021
SUBMITTED
FOR
REVIEW
MATCH LINE
/­4-cN
SILT FENCING
PROPOSEP
If
PROPOSED WIRE —BACKED SI�T FENCING;
222LF± (SHOWN); 274LF± (TOTAL)
00
40
--
/�Dxn^m/� aM
STORMWATER CONTROL PLAN
n,rr SCALE: I� � 3�-0�
SCALE: �ox� r = 15 -0r
492 PROGRESS BLVD.
ASSOCIATES OF NC
MOTOROLA SOLUTIONS, INC.
SILER CITY, NC 27344
8720 RED OAK BLVD., SUITE 123
TOWN OF SILER CITY, NC
CHARLOTTE, NC 28217
SUITE 400
CONTACT: HEATHER MASON
DATE OF ORIGINATION 07/01/2019
DRAWN BY
!9dLA783C9
ENGINEER? ECOLOGISTS
TOWN ormLEnCITY, wc
PLANNING mCOMMUNITY
oeveLopmswrosrT.
311 w.unuAVE.
e|LEnCITY, mczro44
--- uoo---
uwn or oISrune«wos
-- -- sr -- --
s/o rswcs
-- --(2D— --
sm Fswcs our/s7
mp-*Ap ouTL[r PROTECTION
WIN usAll

THE PROPOSED SITE SHALL BE GRADED o
THE COMPOUND SHALL BE BUILT UP WITH
PROPOSED GRAVEL WITH A SLIGHT CROWN IN
THE CENTER.
DAMAGED
CONTRACTOR SHALL STOCKPILE TOP SOIL AND
SHALL UTILIZE TOP SOIL FOR TEMPORARY AND
PERMANENT SEEDING OF DENUDED OR
SILT FENCING SHALL BE USED TO PROTECT
EXISTING ADJACENT AREAS FROM SEDIMENT
AND OTHER DEBRIS.
Ld
�
DATE
/
�2l_FrSHOwJf);',274 TOT
CONCRETE IS DEEP
ST
NCDOT CLA ROCK AT OUTLET
�
7- -__--__ -
WIDE WIDE GRAVEL ACCESS
210OLF±� w� PARKING AND
---_--__-___--___-__--__
w000co AmsA-7 �6/.368.65S~± w.pL/
GRADING AND
STORMWATER CONTROL PLAN
KC
ASSOCIATES OF NC
SUITE 400
?.19d,7113Cg
ENGINEER ECOLOGISTS
MOrOJq0LA SOLUTIONS
MOTOROLA SOLUTIONS, INC.
8720 RED OAK BLVD., SUITE 123
CHARLOTTE, NC 28217
CONTACT: HEATHER MASON
CHATHAM HOSPITAL
492 PROGRESS BLVD.
SILER CITY, NC 27344
TOWN OF SILER CITY, NC
F OR REVIEW
FOR REVIEW
FOR REVIEW
FOR REVIEW
DATE OF ORIGINATION 07/01/2019
DRAWN BY
'
� ^
LJ
G co
TOWN opuuenCITY, wo
PLANNING uCOMMUNITY
oEvsuopwewrospr
311 m.ondAVE.
a|LsnCITY, mo27o4*
LIMITnrDISmRBANCE
s/o rswcs
SILT rswcs OUTLET
n/p-nxp ourLE7 pnorscnow
pnopos[D cowToun
GRADING AND
STORMWATER
CONTROL PLAN
SW-7

SITE PLAN NOTES: LEGEND:
THE PROPOSED SITE SHALL BE GRADED AND LOD LIMIT OF DISTURBANCE
THE COMPOUND SHALL BE BUILT UP WITH SF SILT FENCE
PROPOSED GRAVEL WITH A SLIGHT CROWN IN
THE CENTER. (20>-- SILT FENCE OUTLET
CONTRACTOR SHALL STOCKPILE TOP SOIL AND RIP -RAP OUTLET PROTECTION
SHALL UTILIZE TOP SOIL FOR TEMPORARY AND
PERMANENT SEEDING OF DENUDED OR DAMAGED (X:X:X)— PROPOSED CONTOUR
AREAS.
SILT FENCING SHALL BE USED TO PROTECT
EXISTING ADJACENT AREAS FROM SEDIMENT
AND OTHER DEBRIS.
1107 SCALE: 1- = 30:-0"
24x36 SCALE: 11, = 15 -0"
NO.
DATE
REVISION00
17 (c
ASSOCIATES OF NC
4505 FALLS OF NEUSE RD.,
SUITE 400
RALEIGH. NORTH CAROLINA 27609
?!9d,783C9
NN 'S�l
ENGINEER ECOLOGISTS
M070ROLA SOLUTIONS
MOTOROLA SOLUTIONS INC.
8720 RED OAK BLVD., SUITE 123
CHARLOTTE, NC 28217
CONTACT: HEATHER MASON
PHONE: [phone]
CHATHAM HOSPITAL
492 PROGRESS BLVD.
SILER CITY NC 27344
TOWN OF SILER CITY, NC
TOWN OF SILER CITY, NC
PLANNING & COMMUNITY
f DEVELOPMENT DEPT.
311 N. 2nd AVE.
SILER CITY, NC 27344
[phone]
GRADING AND
STORMWATER
CONTROL PI LAN
sw-8
SOL:. cl c'
SEAL i
T 7,777'
A
03/23/2021
SUBMITTED FOR REVIEW
8
05/17/2021
SUBMITTED FOR REVIEW
C
06/03/2021
SUBMITTED FOR REVIEW
D
06/17/2021
SUBMITTED FOR REVIEW
DATE OF ORIGINATION 07/01/2019
DRAWN BY TNW
APPROVED BY_:
LL
CHECKED BY
KCI# : 01,1904897-C

THE PROPOSED SITE SHALL BE GRADED AND
THE COMPOUND SHALL BE BUILT UP WITH
PROPOSED GRAVEL WITH A SLIGHT CROWN IN
THE CENTER.
CONTRACTOR SHALL STOCKPILE TOP SOIL AND
SHALL UTILIZE TOP SOIL FOR TEMPORARY AND
PERMANENT SEEDING OF DENUDED OR DAMAGED
AREAS.
SILT FENCING SHALL BE USED TO PROTECT
EXISTING ADJACENT AREAS FROM SEDIMENT
AND OTHER DEBRIS.
W
z
J
x
Q
19,
4670PFOt EFSHOWN) E9C117Lr± (TOTAL)
24„
LOD
LIMIT OF DISTURBANCE
— — SF — —
SILT FENCE
SILT FENCE OUTLET
RIP -RAP OUTLET PROTECTION
— —(XXX —
PROPOSED CONTOUR
EXISTING
WOODED AREA
PROPOSED
SILT FENCE
21"
I-7-
co— _
— —
_ o
LpD
i
Li
— LOD _
_
k
-
— —
`LO0 -�
I
}
- LOD—
' PROPO ED 15' WIDE WIDE GRAVEL ACCESS EXISTING , < 1 4 91 1
DRIVE 21OOLFt w PARKING AND
WOODED AREA
TURNA OUND AREA �'3536.25SF±); WITHIN 0" WIDE ACCESAND UTILITY EASEMENT; �
�61,368.65SFt TOTAL) _
----------
PROPOSED -RETAINING WALL;-
20OLFt
GRADING AND
1 STORMWATER CONTROL PLAN 0 30 60
SW-9107
C 'tlPo861`PB�B'CPt
1 1 x 1 7 SCALE: 1" = 30'-0" 6: p
24x36 SCALE: 1" = 15'-0" �a 1T, 11
1°
DATE REVISION
03/23/2021 SUBMITTED FOR REVIEW �$�"6�MOLA SOLUTIONS CHATHAM HOSPITAL
o5/n/2o2t SUBMITTED FOR REVIEW Bx \ TOWN OF SILER CITY, NC GRADING AND
06/03/2021 SUBMITTED FOR REVIEW MKCI 0492 PROGRESS BLVD. PLANNING &COMMUNITY
/, ,, + ' '`\ STORM WATER SEAL
-
\ z
ofi/v/zo2t SUBMITTED FOR REVIEW ASSOC[ATES OF NC MOTOROLA SOLUTIONS, INC. SILER CITY, NC 27344 3 " ° ��'} DEVELOPMENT DEPT. CONTROL PLAN 2594.9
8720 RED OAK BLVD., SUITE 123 TOWN OF SILER CITY, NC !,i
CHARLOTTE, NC 28217 Sri 311 N. 2nd AVE.
4505 FALLS OF NEusE RD., DATE OF ORIGINATION 07 01 2019 1 SILER CITY, NC 27344
SUITE a00 CONTACT: HEATHER MASON
RALEIGH, NORTH CAROLINA 27609 PHONE: [phone]� ' 919 742-4731��
(st9) 783-92ta DRAWN BY TNW APPROVED BY
ENGINEER S •�LANNERS• ECOLOGISTS`
CHECKED BY KCI# : 01 1904897_C sw-9"' ° 1 '1 • �
'Abk6 f40nU

THE PROPOSED SITE SHALL BE GRADED o
THE COMPOUND SHALL BE BUILT UP WITH
PROPOSED GRAVEL WITH A SLIGHT CROWN IN
THE CENTER.
CONTRACTOR SHALL STOCKPILE TOP SOIL AND
SHALL UTILIZE TOP SOIL FOR TEMPORARY AND
PERMANENT SEEDING OF DENUDED OR DAMAGED
SILT FENCING SHALL BE USED TO PROTECT
EXISTING ADJACENT AREAS FROM SEDIMENT
AND OTHER DEBRIS.
DATE I REVISION
SUBMITTED FOR
SUBMITTED FOR
PROPOSED . .
WIDE x
LONG
TEMPORARY CONSTRUCTION ENTRANCE
PROPOSEe SILT FENCING;
(TOTAL)
J�`'
n/ `�
/
LOD
|/ )
|'
PROPOSED RETAINING WALL;
| | / /
^-rWOODED AREA
PROPD�,ED 15' WIDE WIDE GRAVEL ACCESS
210OL% w/ PARKING AND
WIDE A
�661,368.65SF~`~ UTILITY~ ^~~^-~''
`
GRADING ANDREVIEW
SWIATES OF NC
4505 FALLS OF NEUSE RD.,
SUITE 400
ENGINEER? NN RS ECOLOGISTS
MOrOROLA SOLUTIONS
MOTOROLA SOLUTIONS, INC.
8720 RED OAK BLVD., SUITE 123
CHARLOTTE, NC 28217
CONTACT: HEA)THER MASON
(513
CHATHAM HOSPITAL
492 PROGRESS BLVD.
SILER CITY NC 27344
TOWN OF SILER CITY, NC
REVIEW
REVIEW
DATE OF ORIGINATION : 07/01/2019
-- LOo--
LIMIT opDISTURBANCE
-- -- sr -- --
s/o FENCE
-- --(5EV— --
s/o rcwcc ourLsr
n/P-n«p OUTLET PROTECTION
-- --V��— --
peoPosco oowroue
�~
TOWN opaosnCITY, wo
PLANNING uCOMMUNITY
oevsunpmEmTmspr.
311 w.xnuAVE.
o|Leno��wcuro44
`
�1e>wz�ra�
PROPOSED OUTLET PROTECTION
PROPOSED INLET PROTECTION

8" OF COMPACTED AGGREGATE BASE
COURSE; w/ 1-1 /2" THICK COURSE
OF #67 STONE, COMPACTED TO 100%,
FOR SURFACE COURSE
SHHOU�DER TO BE GRASS —LINED
GRASS —LINED FOOT
D TCH; SEf SITE PLAN
N
EXISTING GRADE
PROOF ROLL AND
STABILIZE
SEE PLAN
GRASS —LINED V—DITCH
EXCEPT IN AREAS NEAR
SLOPE 1/4" SLOPE 1/4" CULVERTS WHICH WILL
PER FOOT PER FOOT BE LINED WITH RIP -RAP -
ALL 3L1 OR LES�PTYPTO BE
�—
SITE ACCESS
DRIVEWAY SECTION
-4 NOT TO SCALE
1' CVV DI AAI
AASHTO CLASS III
GEOTEXTILE
6" MIN #57 CRUSHED STONE
GEOTEXTILE MATERIAL, w
u MIRAFI 500X (OR u
z Z7APPRO D EQUAL) z
w w
L� L�
2.0% SLOPE 2.0% SLOPE
UNDISTURBED SOIL OR 6"
COMPACTED FILL
COMPOUND ELEVATION
NOT TO SCALE
SITE COMPOUND AND ACCESS SECTION NOTES
1. GRAVEL SHALL BE LAID ON THE ROAD ABOVE THE GEOTEXTILE FABRIC IN TWO LAYERS. THE BOTTOM LAYER SHALL CONSIST OF
8" THICK COMPACTED AGGREGATE BASE COURSE FOR A STRONG BASE, AND THE TOP LAYER SHALL CONSIST OF 1-1/2" THICK
#67 GRAVEL FOR A SMOOTH TOP SURFACE. THE COMPACTED AGGREGATE BASE COURSE SHALL CONSIST OF CRUSHED LIMESTONE
OR CRUSHED NATURAL GRAVEL, FREE FROM LUMPS OR BALLS OF CLAY OR OTHER OBJECTIONABLE MATTER, AND REASONABLE FREE
FROM THIN AND ELONGATED PIECES OF DIRT. AGGREGATES SHALL CONSIST OF ANGULAR FRAGMENTS, DURABLE AND SOUND,
AND SHALL BE REASONABLY UNIFORM IN DENSITY AND QUALITY.
2. GEOTEXTILE FABRIC SHALL NOT BE USED ON ROAD SECTIONS WITH STEEP GRADE (>10%) OR ROCK BASE TO PREVENT
SLIPPING. ON STEEP SLOPES, SLOPE STABILIZATION MEASURES SHALL BE USED INSTEAD.
3. THE ROAD SHALL BE GRAVELED IN SUCH A MANNER AS TO PROVIDE A CROWN IN THE CENTER, WITH THE ROAD SURFACE
SLOPING AWAY FROM CENTER SO THE WATER INSTANTLY RUNS OFF INTO THE SWALES ON THE SIDES. THE ROAD SHALL BE
FLARED AT THE INTERSECTION OF THE HIGHWAY IN ORDER TO PROVIDE ADEQUATE TURNING RADIUS FOR THE VEHICLE. FOUR
FEET WIDE SWALES SHALL BE PROVIDED ON EITHER SIDE OF THE ROAD TO FACILITATE EASY RUN—OFF OF RAINWATER.
4. WHERE APPROVED THE LOCAL CODES, AN EPA APPROVED HERBICIDE SHALL BE APPLIED TO ALL AREAS PRIOR TO LAYING DOWN
THE GEOTEXTILE FABRIC, THE RATE OF APPLICATION OF THIS HERBICIDE SHALL BE A MIN. OF 10 Ibs. OF PRODUCT PER ACRE,
UNLESS OTHERWISE REQUIRED BY LOCAL CODES OR MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL CHECK
WITH LOCAL CODES PRIOR TO APPLYING DEFOLIANT. SUBSTANCE SHALL NOT BE APPLIED IF GROUND IS FROZEN OR IF
DANGER OF DEFOLIANT BEING WASHED BEYOND THE INTENDED AREA IS PRESENT.
A 03/23/2021 1 SUBMITTED FOR REVIEW
B 05/17/2021 SUBMITTED FOR REVIEW
C 06/03/2021 SUBMITTED FOR REVIEW
D 06/17/2021 SUBMITTED FOR REVIEW
E 08/06/2021 SUBMITTED FOR REVIEW
KCI
ASSOCIATES OF NC
4505 FALLS OF NEUSE RD.,
SUITE 400
RALEIGH, NORTH CAROLINA 27609
919 783-9214
ENGINEER LANNERS • ECOLOGISTS
© MOTOROLA SOLUTIONS
MOTOROLA SOLUTIONS, INC.
8720 RED OAK BLVD., SUITE 123
CHARLOTTE, NC 28217
CONTACT: HEATHER MASON
PHONE: [phone]
EXISTING
ROADWAY
n
CHATHAM COUNTY
OR'IH CAROLINA
NOTES:
GRAVEL CONSTRUCTION ENTRANCE SHALL BE
MAINTAINED ROUTINELY TO AVOID SEDIMENT
LEAVING PROJECT.
SEDIMENT ENTERING ROADWAY FROM PROJECT
SHALL BE REMOVED IMMEDIATELY.
25—FT OR WIDTH OF
PROPOSED STREET,
WHICHEVER IS
GREATER.
I1 70'-0" MINIMUM _ I
CROSS SECTION
NEW
CONSTRUCTION
STANDARD GRAVEL CONSTRUCTION ENTRANCE
INSPECTION AND MAINTENANCE OF CONSTRUCTION ENTRANCE:
DETAIL NUMBER
2018-003
SHEET 1 of 1
1. INSPECT AND VERIFY THAT ACTIVITY BASED BMPS ARE IN PLACE PRIOR TO THE COMMENCEMENT OF ASSOCIATED ACTIVITIES.
WHILE ACTIVITIES ASSOCIATED WITH THE BMPS ARE UNDER WAY, INSPECT BMPS IN ACCORDANCE WITH GENERAL PERMIT
REQUIREMENTS FOR THE ASSOCIATED PROJECT TYPE AND RISK LEVEL. IT IS RECOMMENDED THAT AT A MINIMUM, BMPS
BE INSPECTED WEEKLY PRIORF 11AIN O FORECASTED RAIN EVENTS, DAILY DURING EXTENDED RAIN EVENTS, AND AFTER
2. INSPECT LOCAL ROADS ADJACENT TO THE SITE DAILY. SWEEP OR VACUUM TO REMOVE VISIBLE ACCUMULATED SEDIMENT.
REMOVE
EM VALL TEMPORARY PARATEROADWAYAND
DISS O LE OF SEDIMENT IF CONSTRUCTION ENTRANCE/EXIT IS CLOGGED WITH SEDIMENT.
3. CHECK FOR DAMAGE AND REPAIR AS NEEDED.
4. REPLACE GRAVEL MATERIAL WHEN SURFACE VOIDS ARE VISIBLE.
5. REMOVE ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS WITHIN 24 HOURS.
6. REMOVE GRAVEL AND FILTER FABRIC AT COMPLETION OF CONSTRUCTION
CHATHAM HOSPITAL
492 PROGRESS BLVD.
SILER CITY, NC 27344
TOWN OF SILER CITY, NC
DATE OF ORIGINATION 07/01/2019
DRAWN BY TNW APPROVED BY
CHECKED BY : KCI# : 011904897_C
TOWN OF SILER CITY, NC
PLANNING & COMMUNITY
DEVELOPMENT DEPT.
311 N. 2nd AVE.
O $/
SILER CITY, NC 27344
[phone]
STORMWATER
CONTROL DETAILS
SWD-1

A A
3 TIMES INNER I'D —
DIAMETER (I.D.) y PIPE
1
RIP RAP APRON
f
7
PLAN VIEW
NOTES:
1) L = THE LENGTH OF THE RIPRAP APRON.
2) d = 1,5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (inches).
— — = — 3) A FILTER BLANKET OR FILTER FABRIC SHOULD BE
''4, ��- L� INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
PIPE I I
.:
� _ r
F lITTI- �T
d
J 1= T
7
FILTER
}}may SECl'l0N 'A -A' FABRIC
CHATHAM COUNTY
N (1RT11 CARI)11 nA
DETAIL Nt IMBFR
"----- STANDARD PIPE OUTLET (NO DEFINED CHANNEL) 2018-006
SI IF.FT I of 1
INSPECTION AND MAINTENANCE OF STANDARD PIPE OUTLET:
1. INSPECT AND VERIFY THAT ACTIVITY BASED BMPS ARE IN PLACE PRIOR TO THE COMMENCEMENT OF ASSOCIATED ACTIVITIES.
WHILE ACTIVITIES ASSOCIATED WITH THE BMPS ARE UNDER WAY, INSPECT BMPS IN ACCORDANCE WITH GENERAL PERMIT
REQUIREMENTS FOR THE ASSOCIATED PROJECT TYPE AND RISK LEVEL. IT IS RECOMMENDED THAT AT A MINIMUM, BMPS
BE INSPECTED WEEKLY, PRIOR TO FORECASTED RAIN EVENTS, DAILY DURING EXTENDED RAIN EVENTS, AND AFTER
THE CONCLUSION OF RAIN EVENTS.
2. CHECK FOR DAMAGE AND REPAIR AS NEEDED.
3. REPLACE GRAVEL MATERIAL WHEN SURFACE VOIDS ARE VISIBLE.
4. REMOVE GRAVEL AND FILTER FABRIC AT COMPLETION OF CONSTRUCTION
NO. DATE REVISION
'" 4g TOWN OF SILER CITY, NC
A 03/23/2021 SUBMITTED FOR REVIEW TOWN
B 05/17/2027 SUBMITTED FOR REVIEW Cl C8'�"o#wOLA SOLUTIONS CHATHAM HOSPITAL STORMWATER
� �� 1
C 06/03/2021 SUBMITTED FOR REVIEW 492 PROGRESS BLVD. / PLANNING & COMMUNITY w .
D 06/17/2021 SUBMITTED FOR REVIEW ASSOCIATES OF NC MOTOROLA SOLUTIONS, INC. r-' CONTROL DETAIL$ n
SILER CITY, NC 27344 *7w�
8720 RED OAK BLVD., SUITE 123 TOWN OF SILER CITY, NC .11 DEVELOPMENT DEPT. 1"" �+ 9
CHARLOTTE, NC 28217 �1 311 N. 2nd AVE. "
4505 FALLS OF NEUSE RD.. ,y, ,j
SUITE 400 CONTACT: HEATHER MASON DATE OF ORIGINATION 07/O1 /2019� ^^ 'm % SILER CITY, NC 27344 ��
RALEIGN, NORTH CARpLINA 27609 PHONE: [phone]�;'f ""� * `
919) 783-9214 ) DRAWN BY TNW APPROVED BYy1 [phone] ,'^"".
ugh
ENGINEERS • PLANNERS- ECOLOGISTS CHECKED BY KCI 01 1904897_CSWD-3
�
0
°��d�Pne nu NU A��,pW