NCC241570_Site Plan or Location Map (2)_20240529

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Sheet List Table C . o Et s.
PHASE 1
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Sheet Number Sheef Tifle Sheef DescriptionQ
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C-0.0 COVER SHEET
C-1.0 EXISTING CONDITIONS
C-2.0 SITE PLAN OVERALL CD
C-2.1 SITE PLAN (1 OF3)
C-2.2
SITE PLAN
CONSTRUCTION PLANS C2.3 SITE PLAN (3 OF 3) 9'CNCAR'•ok,,ii in 441,,
o aF€gs;o'..ti',
C-2.4 LIGHTING&SIGNAGE PLAN ;�;Q� byC%9
CITY OF WINGATE NC SEAL
f C3.0 EROSION CONTORL PLAN-PHASE 1 OVERALL PLAN 045 0
•
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C-3.0.5 ,EROSION CONTROL PLAN-PHASE 1 (BYPASS INSTALLATION) al 'N. I
C3.1 EROSION CONTORL PLAN-PHASE 1 (1 OF 3) �,gFIN C ii,u1
Op
C-3.2 EROSION CONTORL PLAN-PHASE 1 (2 OF 3)
C-3.3 EROSION CONTORL PLAN-PHASE 1 (3 OF 3) F F
z z
C-3.4 EROSION CONTORL PLAN-PHASE 1 SEDIMENT BASIN CALCULATIONS o 0
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STREET DATA TABLE / C-3.5 EROSION CONTORL PLAN-PHASE 2 OVERALL PLAN o U
` _ C-3.6 EROSION CONTORL PLAN-PHASE 2 (1 OF3) _ _
BULL DOG LANE 1,773 L.F.
BARBARA JEAN LANE 1.989 L.F. Ac'PO�•°. \ C-3.7 EROSION CONTORL PLAN-PHASE 2 (2 OF 3) ¢ a Z
r2
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EVA JEAN LANE Z034 L.F. ';, C-3.8 EROSION CONTORL PLAN-PHASE 2 (3 OF3) S 3 0
LARRIMORE LANE 492 L.F. �� o o °
1, + . �`I C-3.9 EROSION CONTORL PLAN-PHASE 2 SEDIMENT BASIN CALCULATIONS 0
MATERIAL SUMMARY '�• --it,„..
.♦'-' - C3.10 EROSION CONTORL PLAN-PHASE 3 OVERALL PLAN R w w
WATER: ♦ ) y,, , ♦., C-3.11 EROSION CONTORL PLAN-PHASE 3 (1 OF 3 w
8"WM-5,311 LF #�*
8"WM-542 LF C-3.12 EROSION CONTORL PLAN-PHASE 3 (2 OF 3) h o 0 0
> u u
-'7 �� _ C3.13 EROSION CONTORL PLAN-PHASE 3 (3 OF 3) `� `�
2"WM- 1,069 LF
:� F' CO.14 EROSION CONTORL PLAN-PHASE 3 SEDIMENT BASIN CALCULATIONS F o 0 0
PUBLIC FH- 10
C4.0 GRADING PLAN OVERALL S n
3/4"DOMESTIC METER- 1801. C-4.1 GRADING PLAN (SHEET 1 OF 3) 5 0 0
C4.2 GRADING PLAN (SHEET 2 OF 3) z
•SEWER: C-4.3 GRADING PLAN (SHEET 3 OF 3) `
8"GRAVITY MAIN(SDR-26)-6,512 LF ® C-4.4 SD PROFILES (1 OF 8)
8"GRAVITY MAIN(DIP)-507 LF ® C4.5 SD PROFILES (2OF8)
OD
MANHOLES 39 j' C-4.6 SD PROFILES (3 OF 8) m
4"RESIDENTIAL LATERALS- 180 --- C-4.7 SD PROFILES (4OF8) Q U ELI
�.�- - C-4.8 SD PROFILES (50F8) = J j
C4.9 SD PROFILES (6 OF8) z JO
- I C-4.10 SD PROFILES (70F 8) CI) Op
__ fff C-0.II SD PROFILES (8 OF 8) �LI �LI tZ' Li -
- - T"�`��� N� CA.12 BULL DOG LN STA.0+00 TO 7+50 Q .< > C.)VICINITY MAP C-4.13 BULL DOG LN STA.7+50 TO 17+73.13 CD CD (L_' z
C4.14 BARBARA JEAN LN STA.0+00 TO 11+50 Z Z J 0
NOT TO SCALE C4.15 BARBARA JEAN LN STA.11+50 TO 19+77.19 LLJ Q
C4.16 EVA JEAN LN STA.0+00 TO 10+00 U Cr
C4.17 EVA JEAN LN STA.10+00 TO 20+34.22 Q O U I-
EAGLE ENGINEERING TOWN OF WINGATE C4.18 LARRIMORE LN STA.0+p0T04691.99 \
PUBLIC ROADWAY,DRAINAGE,WATER,&SEWER C4.19 BMP DETAIL WET POND AI r r 0
APPROVED: C-4.20 BMP DETAIL WET POND A2 Q U Z O z
O. �O SIGNATURE: C-4.21 BMP DETAIL WET POND A3
�
ESN CARD C-4.22 BMP DETAIL MAINTENANCE PLAN&DETAILS co a-
sp- <i C-5.0 UTILITY PLAN OVERALL 0
EAGLE ti9 C5.1 SS-Al STA.0+00 TO 8+55.02 0 CO
FIRM LICENSE# C-0873 ENGINEERING, zv C-5.2 SS-A STA.0+00-STA.9+50
2013A Van Buren Avenue p No.IC.0873 ' C-5.3 SS-A STA.9+50-STA.17+50 0
Indian Trail,NC 28079 "TF°F A„t�,°1- SITE AND DEVELOPMENT DATA C-5.4 SS-A STA.17+50-STA.24.51.11
[phone] JURISDICTION WINGATE,NC C-5.5 SS-8 STA.0+00 TO 5+19.91
TAX PARCEL(S): 09049002,09049002V,09049015A,09049016,
www.eagleonline.net 09057008,s 09057008C C-5.6 SS-C STA.0+00-STA.7+57.75
PROJECT ENGINEER: MATTHEW C. P.E. SITE ADDRESS: R°GEW°°°DRIVE&MAYE STREET C-5.7 SS-D STA.0+00 TO 9+00 o w^
KIRCHNER, ZONING R-20
STREET ADDRESS: 2013A VAN BUREN AVENUE C-5.8 SS-D STA.9+00 TO 17+23 _
USE CLASSIFICATION RESIDENTIAL
C-5.9 SS-E STA,0+00 TO 2+50 F-
CITY, STATE, ZIP INDIAN TRAIL, NC 28079 O TOTAL SITE AREA 136.07ACRES C-6.0 SITE DETAILS (1OF2) w
PHONE: [phone] \ V, TOTAL PHASE I AREA 78.84ACRES C-6.1 SITE DETAILS (2OF2) _
EMAIL: [e-mail] TOTNUMBERAL LOT REA(PHASEI) 28.64ACRES C-6.2 EROSION CONTROL DETAILS (1OF3) CO a N
Know what's below. NUMBER OF LOTS 187LOTS N n�
Cali before you dig. DWELLING UNITS/ACRE 6.53 C-6.3 EROSION CONTROL DETAILS (2OF3) LU m o
PREPARED FOR: SHELBY CATTLE FARM, LLC. RIGHT-OF-WAY(PHASE 1) 8.09 ACRES
CALL 1.800.632.4949 OR 811 0 o TOTAL OPEN SPACE(PHASE 1) 38.99ACRES C-6.4 EROSION CONTROL DETAILS (3 OF 3) U o
STREET ADDRESS: 231 POST OFFICE DRIVE, SUITE B-8 WWWNC811.ORG PARCEL BAREA(PHASE 1) 3.12 ACRES
CITY, STATE, ZIP: INDIAN TRAIL, NC 28079 NC ONE-CALL CENTER TOTAL PHASE 2 AREA(FUTURE) 57.23ACRES C 6.5 STORM DRAINAGE DETAILS (l OF 1)
C-6.6 UTILITY DETAILS (1OF3)
IT'S THE LAW! C-6.7 UTILITY DETAILS (2 OF 3) 0 0
PHONE: [phone] SETBACKS IN CONDITIONAL DISTRICTZ m
MINIMUM FRONT SETBACK 20' C-6.8 UTILITY DETAILS (3 OF 3) m
EMAIL: [e-mail] MINIMUM CORNER/SIDE SETBACK 5• C-6.9 CONSTRUCTION NOTES w
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CONTACT: TOM CROUCH MINIMUM REAR SETBACK 10' C-6.10 NCGO1 y
MINIMUM LOT SIZE 6,000SQ.FT. C-7.0 LANDSCAPE OVERALL ° 1
MINIMUM LOT WIDTH 50• C-7.1 LANDSCAPE PLAN likk
C-7.2 LANDSCAPE PLAN
C-7.3 LANDSCAPE PLAN
C-7.4 LANDSCAPE COMPS&NOTES C-0,0

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\ . ��-_ .,]�' ,N.- I_iL-]LL \I\--•.� \ �- �" / - _ SARAN STEGALL J
------ il�I-" ; •. � / \ - _ - / PARCEL ID:0505]023 I O
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PARCEL ID:0905]008
GRADING/EROSION CONTROL NOTES: wAMPLERF000slNC •' \- � �n_ � / �. \)r
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/ , --- PARCEL 10:0905]0050 ♦�
- EVELYN J08 PETER i-i-j- - --�i-I _
J .��", LARRIMORE / ► -- -
1. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES.THE - / �,' / \ I SKIMMER BASINI
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE MAINTENANCE NOTES: - I \ - - - //' r
/ --,, --- - i
SHOWN ARE ONLY APPROXIMATE.THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA l / '"- •, . _ - l
COSTS HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.NO CLAIMS FOR IN GENERAL,ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED AND MAINTAINED DAILY AND AHE RAINFALL GREATER THAN - _ % _ _ _- - ' III .
DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF CHECKEES.ANY SEDIMENT THAT HAS BEEN TRANSPORTED BEYOND THE PROJECT LIMITS SHALL BE REMOVED,THE FOLLOWING ITEMS WILL BE / ( PARCEL ID:0905]OOSA � I _ • // •
i::
SUCH PIPE,OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF CHECKED IN PARTICULAR: --"_ ..
, EVELYN JO tARRIMOR� SKIMMER BASIN 1
THE SAME.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND .-" • 1 "-STRUCTURES.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON-SUBSCRIBING UTILITIES. CONSTRUCTION ENTRANCE: / ,' I a`L_ - ,M. '_
THE IN LOCATING
SHALL CONTACT"NORTH CAROLINA ONE CALL"AT 1-800-632-4949 FOR ------" I \�-7t -560 / 9
ASSISTANCE IN LOCATING EXISTING UTILITIES.CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICALLY FOR CONDITION OF SURFACE.TOP DRESS WITH NEW GRAVEL AS NEEDED.CHECK - •- / ` / ,- -- - - .........
II-a--� \ �r u,
ROAD DITCHES AND OTHER SEEDED AREAS FOR EROSION AND SEDIMENTATION AFTER RUNOFF-PRODUCING RAINS.MAINTAIN ALL VEGETATION INA 1 - \ ,'. -- "'- \- - \ -"" \ gi w
HEALTHY,VIGOROUS CONDITION.SEDIMENT PRODUCING AREAS SHOULD BE TREATED IMMEDIATELY, PARCEL ID:09057000A __ --- -' r On, T
2. THE EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR TO ANY EARTHWORK - - / • ./ - ---. --tf- / I o
EVELVN JO LARRIMORE \ / ``- - 'a_g� / \ (1 U j
3. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. SILT FENCE: I ( ----- -- >--=a_ I /i. �L Z
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/ -- / $50 - LIMITS OF DISTURBANCE _ �'r /, \ I U -,
4. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED ATA MINIMUM OF WEEKLY INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.MAKE ANY REQUIRED REPAIRS IMMEDIATELY.SHOULD THE FABRIC OF --' *�/ 1 --- //// _ - \ ` \ - .r
BASIS AND AFTER EVERY RAIN EVENT. A SEDIM PROVIDE
FENCE COLLAPSE,TEAR,DECOMPOSE,OR BECOME INEFFECTIVE,REPLACE IT IMMEDIATELY.REMOVE SEDIMENT DEPOSITS AS NECESSARY / l-" / -
TOPROVIDEADEQUATESTORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.TAKE CARE TO AVOID UNDERMINING THE I 'l- \,' ' -'r /_�_ �\ -
5. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS.THE SITE SHALL BE FENCE DURING CLEANOUT.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT -" _" -- _ 1^,
MAINTAINED SO AS TO MINIMIZE SEDIMENT-LADEN RUNOFF TO ANY STORM DRAINAGE SYSTEM. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. - / . __-'- ""--- /!' s-L N
6. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION ENTRANCES. SILT FENCE GRAVEL OUTLET -"- - / ,-/y ,"" "--' "" _ _- / V N J G. y
7. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING,GRADING AND CONSTRUCTION IS 52.36 ACRES. INSPECT SEDIMENT FENCE GRAVEL OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL,MAKE ANY REQUIRED REPAIRS IMMEDIATELY. - '�•• _ -560- - Q O Q h
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN,ANY RIP RAP DISPLACED MUST BE ,'�' - \ ,- / Q•
REPLACED IMMEDIATELY. . \'"7"........./
-/ - -Age \ \ W - -'!- ~ o
8. PROVIDE AGROUND COVER(TEMPORARY OR PERMANENT)ON EXPOSED SLOPES WITHIN 14 CALENDAR - \ \ � \ \ - W 3
DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING FOR ANY DISTURBED AREAS AND7 - PARCEL ID:OODSI05 r/I J \/ 'IA e 0
CALENDAR DAYS FOR ANY STEEP SLOPES>3:1 AND PERIMETER AREAS. OUTLET STABILIZATION STRUCTURE: - WAMPLER FOODS INC '-, -, •• \ \\ EX.ROW ,'-IO0 0 0 R
9. ALL CUT AND FILL SLOPES AND CHANNEL SIDESLOPES WHICH ARE NOT TO BE PAVED,SHALL BE INSPECT RIP RAP STRUCTURES WEEKLY AND AFTER SIGNIFICANT(0.5 INCH OR GREATER)RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR ,---- ---- \ \ '-, '- ', ` _ 5y0 /) -
SEEDED UNTIL A GOOD STAND OF GRASS IS OBTAINED IN ACCORDANCE WITH: BELOW THE RIP RAP HAS TAKEN PLACE,OR IF STONES HAVE BEEN DISLODGED.IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER ---- -----__ ;\r• ��� /
A.100 LBS PER 1.000 SQUARE FOOT GROUND LIMESTONE OR EQUIVALENT.NO SOIL TEST -_ - -__ - ___
DAMAGE. \ \.'..,\•••, 7 /
...'.....'
2
REQUIRED FOR INITIAL ESTABLISHMENT. \ '-_ -- \` - 0 a
B.20 LBS OF I0-10-10 FERTILIZER OR EQUIVALENT PEER 1,000 SQUARE FOOT. BLOCK AND GRAVEL INLET PROTECTION: \ -- 0
Table 10,5 Stabilization Timehames < CO---- g 2
C.VARIETIES TO BE SEEDED: --`-- ,- '
INSPECTTHE BARRIER OF AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED.REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE Ske Area Description Stabilization nrnelrame Exceptions 1.SPRING SEEDING:MARCH 1-APRIL 30;SPRING OATS 2.5 LBS PER 1,000 SQUARE FOOT. P eplbns .• _- - 0 C y
2.SUMMER SEEDING:MAY 1-AUGUST 1;GERMAN MLET AT 1 LB PER 1,000 SQUARE FOOT VOLUME FOR SUBSEQUENT RAINS.GEWHENOR CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, THEN MATERIALS AND ANY - - ---- W Q
UNSTABLE SOIL,AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY.BRING THE DISTURBED AREA TO PROPER GRADE,THEN SMOOTH AND COMPACT _ _ . GRAPHIC SCALE
MIXED WITH 1 ASPHALT
OF SAWDUST FOR UNIFORM SEEDING. O Perimeter diY SON01,ditches,and ]tlays None - W 2
3.ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOOT.ALL SEEDING WILL BE MULCHED, IT.APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET. slopes ,,- -.. m
0 150' 200'
10. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE SEDIMENT BASIN: 01 Figh Guollty Water hOWl Zones 7 days None ----, " / / - - \ - o
GENERAL CONTRACTOR AT GROUND BREAK. If slopes are 10'Or less in length and are -- \ ( IN FEET)
INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER RAINFALL EVENTS U.S INCHES OR MORE.REMOVE SEDIMENT AND RESTORE THE Slopes steeper than 3:1 7doys not steeper}han 2:1, 14 days are / J - - „pE
1/. ANY OFFSITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE BASIN.PLACE THE SEDIMENT allowed --- 1 / 1 inch= 150 ft.
APPROVED EROSION CONTROL PLAN,A SITE REGULATED UNDER THE MINING ACT OF 1971,ORA THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA,AND REPLACE THE PART OF THE GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT. l4days 7 days for slopes greater than 50'in
LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.TRASH/DEBRIS FROM Slopes 3:1 or flatter length.
DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING.PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF None,excepI for perimeters and HOW Disturbed Area: 52.36 AC. C-3.0
FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT.IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN -All other monnetth slopes flatter than 4:1 14d1Yr Zones.
WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS. GRADE.ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACEDIMMEDIATELY (amended 7/17/12,TA-2012-01)