SW5210304_Plansheet - Set_20210528

ROCK SILT
YOUNGSVILLE STORAGE
SITE PLAN
PARK AVENUE, TOWN OF YOUNGSVILLE
FRANKLIN COUNTY, NORTH CAROLINA
S 32°17'112DE65'
STORAGE BUILDING 11,800 SF STORAGE
BUILDING \ \
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OFFICE 114p„
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INFILTRATION BASIN #1 \ \
• °�-..: a 16' STREET MBL I \
32617 2" W 747.00'
Site Data
TOTAL ACREAGE IN SITE:
PARCEL NUMBER:
TAX PARCEL ID NUMBER (PIN):
CURRENT ZONING:
GROSS FLOOR AREA:
BUILDING LOT COVERAGE:
BUILDING HEIGHT IN FT. & STORIES:
TOTAL NO. OF PARKING SPACES REQUIRED:
TOTAL NO. OF PROPOSED PARKING SPACES:
TOTAL SQ. FEET OF EXIST. IMPERVIOUS AREA:
TOTAL SQ. FEET OF PROP. IMPERVIOUS AREA:
DISTURBED ACREAGE:
REFERENCES:
ADDRESS:
General Notes:
Know what's below.
Call before you dig.
1-800-632-4949
8.65± AC.
004598, 005824 & 006503
1853-30-5589, 1853-31-3172 AND
1853-20-8006
MU-2 and SFR-3
58,750 S.F
3.91% EXIST., 15.58% PROPOSED
24' (1 STORY)
14 SPACES (INCL. 1 HC)
19 SPACES (INCL. 1 HC)
51,086 SF
150,226 SF
7.5 AC.
PLAT BOOK 2008, PAGE 351
PARK AVENUE
1. NCDOT DRIVEWAY APPROVAL PERMIT IS REQUIRED.
2. ANY UNUSED DRIVEWAY MUST BE CLOSED IN ACCORDANCE WITH THE
CITY OF YOUNGSVILLE DRIVEWAY ORDINANCE.
3. CONTACT NORTH CAROLINA ONE -CALL CENTER, INC. (NC ONE -CALL)
AT 811 TO HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO
EXCAVATING OR TRENCHING.
4. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF
YOUNGSVILLE MANUAL OF STANDARD DESIGNS AND DETAILS (MSDD)
AND THE YOUNGSVILLE UTILITIES MANUAL FOR THE DESIGN AND
CONSTRUCTION OF WATER AND WASTEWATER SYSTEM EXTENSIONS.
5. CONTRACTOR SHALL NOTIFY PUBLIC WORKS, STREET MAINTENANCE
DIVISION 48 HOURS PRIOR TO MAKING CONNECTIONS TO EXISTING
STORM DRAINS LOCATED WITHIN PUBLIC STORM DRAINAGE
EASEMENTS OR RIGHT-OF-WAY.
6. THE PROPERTY APPEARS TO BE IN FEMA ZONE "X" (AREA OF MINIMAL
FLOOD HAZARD), PER MAP #3720185300K; EFFECTIVE APRIL 16, 2013.
7. ELECTRIC AND TELEPHONE UTILITIES SHALL BE INSTALLED
UNDERGROUND.
8. PAVEMENT SECTIONS ARE AS INDICATED ON PLAN SHEET C-9.
9. PROVIDE ALL NECESSARY SIGNAGE FOR HANDICAP PARKING.
10. PARKING LOT SHALL BE STRIPED IN ACCORDANCE WITH PLAN.
11. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
12. REFER TO M.E.P. PLANS FOR COORDINATION OF BUILDING UTILITY
SERVICES.
13. CONTRACTOR SHALL STOCKPILE TOPSOIL FOR USE IN LANDSCAPE
AREAS.
14. STORMWATER MANAGEMENT IS REQUIRED FOR THIS SITE.
15. THIS PROJECT DISTURBS MORE THAN 1 ACRE. EROSION CONTROL
PLAN APPROVAL IS REQUIRED.
16. REFUSE COLLECTION SHALL BE PROVIDED BY PRIVATE SERVICE.
17. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
18. A REDUCED PRESSURE PRINCIPAL BACKFLOW DEVICE IS REQUIRED ON
THE DOMESTIC WATER SERVICE.
19. ITE SHALL MEET ALL RELATED CCESSI LITY CO R IR ENTS.
20. WETLANDS ARE A VALUABLE NATURAL RESOURCE THAT PROVIDE
IMPORTANT ECOLOGICAL FUNCTIONS. WETLANDS ARE REGULATED
UNDER SECTION 404 OF THE CLEAN WATER ACT AND OTHER FEDERAL,
STATE, AND LOCAL LAWS. THERE ARE THREE MAJOR
CHARACTERISTICS OF WETLANDS: HYDROPHYTIC VEGETATION, HYDRIC
SOILS AND WETLAND HYDROLOGY. BASED UPON A SITE VISIT ON
SEPTEMBER 21 2020 BYJ. DANTZLER WITHERS PE AND SUBSEQUENT
EVALUATION OF SOILS ANALYSIS PREPARED BY NV5 ENGINEERS AND
1 CONSULTANTS, INC., THERE ARE NO WETLANDS ON SITE.
Parking Reauirements:
0
- ---- ---- -- -
PARKING REQUIRED: 1 SPACE PER 30 STORAGE UNITS PLUS ONE SPACE PER 2
- - - - - - - - - - - - - - - - - EMPLOYEES ON SHIFT OF GREATEST EMPLOYMENT
N 830,359.23 NUMBER OF UNITS: 350 UNITS
_ E 2,153,334.75 350 / 30 = 12 SPACES REQ'D
PARK AVENUE
(NC HWY96 / US HWY 1-A) / / NUMBER OF EMPLOYEES: 2 SPACES
(60' PUBLIC R/W) /
60' 0 30' 60' TOTAL REQUIRED PARKING: 14 SPACES
/ TOTAL PROVIDE PARKING: 19 SPACES
/ SCALE 1 inch = 60 ft
/ REQUIRED HANDICAP PARKING: 1 SPACE
As -Built Survey Note:
A SURVEY FOR THE AS -BUILT PLANS MUST BE COMPLETED BY A LAND SURVEYOR
REGISTERED IN THE STATE OF NORTH CAROLINA AND CONFIRMED THE AS -BUILT PLAN
MEET THE DESIGN REQUIREMENTS BY PROFESSIONAL ENGINEER REGISTERED IN Owner / Developer
THE STATE OF NORTH CAROLINA. THE SURVEY SHALL INCLUDE REQUIRED AND
AS -BUILT ELEVATIONS OF THE BASIN BOTTOM, ORIFICE, WEIR, TOP OF EMBANKMENT C4-YS, LLC
AND SPILLWAY. TWO SEALED SIGNED AND DATED COPIES MUST BE SUBMITTED TO d/b/a Youngsville Storage
THE CITY OF GREENVILLE ENGINEERING DIVISION FOR REVIEW AND APPROVAL PRIOR
TO FINAL CERTIFICATE OF OCCUPANCY. Austin Williams, Member/ Manager
121 W. Trade Street, Ste 2550
Charlotte, INC 28202
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REVISIONS:
Vicinity Map
SCALE: 1" = 2,000'
LEGEND
EXISTING PROPOSED w
PROPERTY LINE
ADJOINER PROPERTY LINE (�
EASEMENT LINE
STORM DRAINAGE PIPE
- -W - - - - W- - - WATER LINE W O
- GAS - - GAS LINE
ugfo UNDERGROUND FIBER OPTIC
ugc UNDERGROUND CABLE
ugt UNDERGROUND TELEPHONE
- UGE - - UNDERGROUND ELECTRIC
- oHE - - OVERHEAD ELECTRIC
CHAINLINK FENCE
- - - - - - - - - - OVERHANG
TREELINE
GUIDE WIRE
SILT FENCE
LIMIT OF DISTURBANCE
TEMPORARY DIVERSION DITCH is
® WELL
WM WATER METER 0
°WV WATER VALVE N W W
HYDRANT 4� F V
0 LIGHT POLE O 0 s
UTILITY POLE Z
0 MAILBOX Oa < 0
SIGN Z W Z
OTELE TELEPHONE MARKER Q
OTPED TELEPHONE PEDESTAL J O
®IPF IRON PIPE FOUND a W
ElMON CONCRETE MONUMENT FOUND W cn 0
@)RRS RAILROAD SPIKE ~ Z 0
@)NAILF NAIL FOUND LU W r
�IPINS IRON PIN SET-5/8" REBAR J >
IRON PIN SET-5/8" REBAR J j Q _Ile
DEMO / TO BE REMOVED j Y
0149.94 GROUND ELEVATION X PG 22.00 W a/ LL
TOP OF BACK OF CURB X BC 22.00 > > a
TOP OF CONCRETE X TC 22.00 O
TOP OF ASPHALT X TA 22.00
TOP OF SIDEWALK X TW 22.00 W r i1 •�
W \� N
ROCK INLET SEDIMENT TRAP = Z r
TRUNCATED DOMES
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HEAVY DUTY ASPHALT PAVEMENT LU O
CONCRETE � O 0
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SPILL GUTTER
SKIMMER OUTLET
RECP EXCELSIOR MATTING
SHEET INDEX
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C1.0 Cover Sheet o Essi • ti ;
ems; �pF O;y.9
C2.0 Site and Landscaping Plan
�` ' ' •�� SEAL
C2.1 Site and Landscaping Plan - 8746
C2.2 Road Widening Plan '''-,,y'
' NTE R W
C3.0 Demolition and Phase I -A Erosion Control Plan ZL ;.�`��
C3.1 Demolition and Phase II -A Erosion Control Plan
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5/27/202I
C4.0 Phase 1-13 Erosion Control Plan a z U W
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C4.1 Phase II-B Erosion Control Plan ? a,a
C5.0 Erosion Control Notes z U V)
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C6.0 Utilities Plan ZO w
C7.0 Grading Plan PH-1 uQz. 0
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C7.1 Grading Plan PH-11 m N
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C7.2 SCM Enlargements & Details M 0 0
C8.0 Details °°°°°°°°°° °°° m L
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C8.1 Details N N 3
C8.2 Details
C8.3 Details Project Manager: JDW
Drawn By: RJL/CEW
Checked By: BCF
Survey 1 Sheet Project Number: 19006
(Surveyor: Survey Matters Land Surveying Services) Drawing Number: D-1240
Survey Note:
BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS ■ 0
PREPARED BY SURVEY MATTERS LAND SURVEYING SERVICES, AS C 1
SHOWN ON DRAWING ENTITLED ALTA/NSPS LAND TITLE SURVEY,
DATED JULY 2020, ATTACHED TO THIS DRAWING SET FOR REFERENCE. Date: 3-18-2021

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Know what's below.
Call before you dig.
1-800-632-4949
James T. Moss Heirs
PIN: 1853-31-3172
DB. 2177, PG. 281
Zone: MU-2
Area: 858,927 S.F.
or 19.718t Acres
SECURITY
FENCE
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in
25'�5A3 �r
OUTSIDE STORAGE
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AREA BUFFERYARD
(SEE SHEET C-2.1)
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NOTE:
TREES SHALL BE STAKED ONLY IF
DIRECTED BY THE OWNER.
7ROOT
CH TREE MUST BE PLANTED SUCH THAT THE
RUNK FLARE IS VISIBLE AT THE TOP OF THE
BALL. TREES WHERE THE TRUNK FLARE
NOT VISIBLE SHALL BE REJECTED. DO NOT
COVER THE TOP OF THE ROOT BALL WITH SOIL.
MULCH RING 8' DIA.
SET ROOT BALL
FLUSH WITH FINISH GRADE
III III yrl
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III
x{x{x{x{x- P: I I III _ 4" HIGH TOPSOIL SAUCER BEYOND EDGE
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TRIPLE SHREDDED HARDWOOD-h'I II
I
OF ROOT BALL.
BARK MULCH (NON -DYED) MIN
'-�J REMOVE ALL TWINE, ROPE, WIRE AND
4' D. DO NOT PLACE MULCH IN
BURLAP FROM TOP HALF OF THE ROOT BALL.
CONTACT WITH THE TREE TRUNK.
uaa-- LU IF THE PLANT IS SHIPPED WITH A WIRE BASKET AROUND
l�allll
EXCAVATE 2X ROOT BALL ��il ��IIIIIII
�� THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES
DIAMETER. PLACE BACKFILL
AND FOLD DOWN 8" INTO PLANTING HOLE.
MIXTURE IN 12" LIFTS &
THOROUGHLY WATER
PLACE ROOT BALL ON
BETWEEN LIFTS.
UNEXCAVATED OR TAMPED SOIL.
TAMP SOIL AROUND ROOT BALL BASE FIRMLY
WITH FOOT PRESSURE SO THAT ROOT BALL
DOES NOT SHIFT.
LARGE AND
SMALL TREE PLANTING
NOT TO SCALE
N /F
Michael J. Shane
PIN: 1853-30-5383
DB. 1288, PG. 155
Zone: SFR-3
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TYPE-D SCREENING 3-SIDES
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PIN: 1853— —8006 4� F \ � \ \
DB. 2193, G. 1944 \
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PB. 20: , PG. 1 \
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e 17,935 S.F. \ \ \ \ \ \
INFILTRATION BASIN #1 0.412t Acres
STORMWATER
ACCESS EASEMENT Z5
Street I Z
Sign
— — — - — - — - — — — Highway Sign N'32-°17'12" W
-- - — — — _--————————--————— — --- —— ———————————
--------
/
PARK AVENUE /
— — — — — — — / — — (NC HWY 96 / US HWY 1-A)
— / (60' PUBLIC R/W)
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
\ Traffic 1gn Traffic Sign /
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OHE 340 — — OHE 3140 — OHE 3140 — _ OHE 3H0 — ORE 3140 _ORE 3140 — — ORE 31 10 ORE 3H0 _ORE 3HO —
mwuvah mwuva;,.
3H0
mwuvah mwuva;,. mwuvah mwuva;,. mwuvah mwuvmoo�
— ORE 3HO — ORE 3H0 —=ORE OHE 3HE)
— OHE 2t! — OHE 3H0 —
3H0 — OHE 3Hq —
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OHE 3140 — OHE:t E) — OHE 3H0� — — OHE 3+0 — OWE = 3Fro = — — 3HO — — — -
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PlantinLj Notes:
1. CANOPY TREES MUST BE A MINIMUM OF TWO (2) INCHES IN CALIPER, MEASURED SIX (6) INCHES
ABOVE GRADE, WHEN PLANTED.
2. UNDERSTORY TREES MUST BE A MINIMUM OF ONE AND ONE HALF (1.5) INCHES IN CALIPER
MEASURED SIX (6) INCHES ABOVE GRADE AT THE TIME OF INSTALLATION.
3. ALL SHRUBS APPROVED FOR LANDSCAPING OF VEHICLE USE AREAS, LOADING AND UNLOADING
AREAS, AND OUTSIDE STORAGE AREAS SHALL BE EVERGREEN, WITH A MINIMUM SIZE OF EIGHTEEN
(18) INCHES, SPREAD OR HEIGHT, WHEN INSTALLED AND REACH A MINIMUM HEIGHT OF
THIRTY-SIX (36) INCHES AND A MINIMUM SPREAD OF THIRTY (30) INCHES. SUCH SHRUBS SHALL BE
PLANTED USING REQUIRED PLANTING TECHNIQUES AND LOCATED PARALLEL TO THE EDGE OF
PARKING LOTS, ACCESS DRIVES, LOADING AND UNLOADING AREAS, AND OUTSIDE STORAGE
AREAS. REQUIRED SHRUBS IN OTHER LOCATIONS, OUTSIDE OF THE AREAS LISTED ABOVE, MAY BE
EVERGREEN OR DECIDUOUS AND SHALL BE THREE (3) GALLON IN SIZE AS PER AMERICAN
NATIONAL STANDARDS INSTITUTE (ANSI) STANDARDS AT THE TIME OF INSTALLATION.
4. THE FOLLOWING SOIL PREPARATION TECHNIQUES SHALL BE USED FOR ALL REQUIRED LANDSCAPE
AREAS:
a. SOIL PREPARATION FOR THE ENTIRE LANDSCAPE YARD INCLUDES THE ADDITION OF ORGANIC
AMENDMENTS TILLED TO A DEPTH OF EIGHT (8) TO TWELVE (12) INCHES.
b. ALL PLANTINGS IN LANDSCAPE YARDS SHALL BE MULCHED, INCLUDING INTERIOR PARKING
LOT ISLANDS LESS THAN FIVE HUNDRED (500) SQUARE FEET, TO A DEPTH OF THREE TO FOUR
(4) INCHES. THE MULCH SHALL BE FREE OF TRASH AND MAINTAINED WEED FREE THEREAFTER.
c. EARTHEN BASINS ARE TO BE CONSTRUCTED AROUND THE INSTALLED PLANTS.
d. FOR ESTABLISHMENT AND SURVIVAL, PLANTS SHALL BE WATERED BY THE LANDOWNER OR
CONTRACTOR FOR THE FIRST YEAR AFTER PLANTING.
30' 0 15' 30'
SCALE 1 inch = 30 ft
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Project Manager: JDW
Drawn By:
RJL/CEW
Checked By:
BCF
Project Number:
19006
Drawing Number:
D-1240
C-2.0
Date: 3-18-2021

(121 LF TYPE D BUFFER)
REQUIRED PER 100 LF
2 SMALL TREES = 3 REQUIRED
18 SHRUBS = 22 REQUIRED
S 32°17'12" E
12' REAR MBL \
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(216 LF TYPE B BUFFER)
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REQUIRED PER 100 LF
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3 LARGE TREES = 7 REQUIRED
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5 SMALL TREES = 11 REQUIRED
25 SHRUBS = 54 REQUIRED
N /F
Union Grove Baptist Church
PIN: 1853-40-0933
Vegetation Legend:
PROPOSED LARGE TREE
PlantinLj Notes:
1. CANOPY TREES MUST BE A MINIMUM OF TWO (2) INCHES IN CALIPER, MEASURED SIX (6) INCHES
ABOVE GRADE, WHEN PLANTED.
2. UNDERSTORY TREES MUST BE A MINIMUM OF ONE AND ONE HALF (1.5) INCHES IN CALIPER
MEASURED SIX (6) INCHES ABOVE GRADE AT THE TIME OF INSTALLATION.
3. ALL SHRUBS APPROVED FOR LANDSCAPING OF VEHICLE USE AREAS, LOADING AND UNLOADING
AREAS, AND OUTSIDE STORAGE AREAS SHALL BE EVERGREEN, WITH A MINIMUM SIZE OF EIGHTEEN
(18) INCHES, SPREAD OR HEIGHT, WHEN INSTALLED AND REACH A MINIMUM HEIGHT OF
THIRTY-SIX (36) INCHES AND A MINIMUM SPREAD OF THIRTY (30) INCHES. SUCH SHRUBS SHALL BE
PLANTED USING REQUIRED PLANTING TECHNIQUES AND LOCATED PARALLEL TO THE EDGE OF
PARKING LOTS, ACCESS DRIVES, LOADING AND UNLOADING AREAS, AND OUTSIDE STORAGE
AREAS. REQUIRED SHRUBS IN OTHER LOCATIONS, OUTSIDE OF THE AREAS LISTED ABOVE, MAY BE
EVERGREEN OR DECIDUOUS AND SHALL BE THREE (3) GALLON IN SIZE AS PER AMERICAN
NATIONAL STANDARDS INSTITUTE (ANSI) STANDARDS AT THE TIME OF INSTALLATION.
4. THE FOLLOWING SOIL PREPARATION TECHNIQUES SHALL BE USED FOR ALL REQUIRED LANDSCAPE
AREAS:
a. SOIL PREPARATION FOR THE ENTIRE LANDSCAPE YARD INCLUDES THE ADDITION OF ORGANIC
AMENDMENTS TILLED TO A DEPTH OF EIGHT (8) TO TWELVE (12) INCHES.
b. ALL PLANTINGS IN LANDSCAPE YARDS SHALL BE MULCHED, INCLUDING INTERIOR PARKING
LOT ISLANDS LESS THAN FIVE HUNDRED (500) SQUARE FEET, TO A DEPTH OF THREE TO FOUR
(4) INCHES. THE MULCH SHALL BE FREE OF TRASH AND MAINTAINED WEED FREE THEREAFTER.
c. EARTHEN BASINS ARE TO BE CONSTRUCTED AROUND THE INSTALLED PLANTS.
d. FOR ESTABLISHMENT AND SURVIVAL, PLANTS SHALL BE WATERED BY THE LANDOWNER OR
CONTRACTOR FOR THE FIRST YEAR AFTER PLANTING.
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Project Manager:
JDW
Drawn By:
RJL/CEW
Checked By:
BCF
Project Number:
19006
Drawing Number:
D-1240
30' 0 15' 30'
SCALE 1 inch = 30 ft
C-2.1
Date: 3-18-2021

Vegetated Swale Design
Device
ID Device Type
Intensity
Base
Left
Right
Flow
Wetted
Wetted
Hydraulic
Disturbed Tc (in/hr)
Qreq Up Down Length Width
Slope
Slope
Depth
Slope Area
Perimeter
Radius Velocity Qa 7, allowable
Area (AC) (min) g/(h+Tc) C
(cfs) Invert Invert (ft) (ft)
(x:1)
(x:1)
(ft) Manning's n
(ft/ft) (sf)
(ft)
(ft) (ft/s) (cfs) Qa>Qreq? 7 (Ibs/ft2) (Ibs/ft2)
Chosen Lining Type
TDD-1
Temporary Diversion
1.1
5
7.26
0.65
5.19
464
457
345
0
3
3
1.51
0.020
0.020
6.81
6.71
1.01
0.76
5.19
Yes
1.91
2.00
Am. Excelsior Co.; Curlex II 98; 2 nets
TDD-2
Temporary Diversion
1.6
5
7.26
0.65
7.55
459
457
242
0
3
3
2.26
0.020
0.008
15.28
7.51
2.03
0.49
7.55
Yes
1.16
1.25
Am. Excelsior Co.; Straw; 1 net
TDD-3
Temporary Diversion
0.9
5
7.26
0.65
4.25
459
457
200
0
3
3
1.77
0.020
0.010
9.36
6.96
1.34
0.45
4.25
Yes
1.10
1.25
Am. Excelsior Co.; Straw; 1 net
TDD-4
Temporary Diversion
0.6
5
7.26
0.65
2.83
465
457
136
0
3
3
0.90
0.020
0.059
2.43
6.26
0.39
1.17
2.83
Yes
3.30
3.50
E. Coast Ero. Blank.; Coir, 3 nets
TDD-5
Temporary Diversion
1.74
5
7.26
0.65
8.21
464
443.5
379
0
3
3
1.28
0.020
0.054
4.92
6.52
0.75
1.67
8.21
Yes
4.32
4.50
Prof ile/Enkamat; 7003 (BFM)
TDD-6
Temporary Diversion
2.12
5
7.26
0.65
10.00
457
443.5
270
0
3
3
1.40
0.020
0.050
5.84
6.62
0.88
1.71
10.00
Yes
4.35
4.50
Prof ile/Enkamat; 7003 (BFM)
SWALE-1
Vegetated Swale
0.74
5
7.26
0.65
3.49
462.03
459.46
190
0
3
3
1.72
0.030
0.014
8.83
6.91
1.28
0.40
3.49
Yes
1.45
1.50
Am. Excelsior Co.; Straw; 2 nets
SWALE-2
Vegetated Swale
0.63
5
1 7.26
0.65
2.97
460.61
452.77
170
0
3
3
1.11
0.030
0.046
3.72
6.40
0.58
0.80
2.97
Yes
3.21
3.50
E. Coast Ero. Blank.; Coir, 3 nets
SWALE-3
Vegetated Swale
1.28
5
7.26
0.65
6.04
453.23
445.48
350
0
3
3
1.75
0.030
0.02
9.14
6.94
1.32
0.66
6.04
Yes
2.41
2.50
North Am. Green SC250; Bare soil
SWALE-4
Vegetated Swale
0.98
5
7.26
0.65
4.62
456.04
445.17
182
0
3
3
1.18
0.030
0.060
4.17
6.45
0.65
1.11
4.62
Yes
4.39
4.50
Prof ile/Enkamat; 7003 (BFM)
SWALE-5
Vegetated Swale
0.36
5
7.26
0.65
1.70
454.74
453.37
288
0
3
3
1.90
0.030
0.005
10.85
7.10
1.53
0.16
1.70
Yes
0.56
1.00
Am. Excelsior Co.; Curlex Net Free
0
WIDTH VARIES X_
EXISTING GRADE
I1=1
DEPTH =1 I1=1 I1=1 I1=1 I1=1 I1=j
1=1 1_I i 1=11 1=1 r
l-1-_
VARIES -I 1=1 1
llllill
(SEE PLAN) 11i1111=1''
3:1
3:1
TYPICAL SWALE SECTION
NOT TO SCALE
Know what's below.
Call before you dig.
1-800-632-4949
LEGEND
EXISTING PROPOSED
PROPERTY LINE
ADJOINER PROPERTY LINE
459`.24 459` 48 "c 64 . / r y �„ � EASEMENT LINE
TG TiTG _ x ^ N. b o� STORM DRAINAGE PIPE
b r �� ..
-, boM' : 461.2 ,. .r, .. a , / �� . �99 x°�"," Xb`° o`O h" \ \
Ln
459:56 T X - -W- - - -W- - - E W
rri o :.�, TG /�... TG o . xb�y WATER LINE
46a.47.,. ° _ �� -GAS - - GASLINE
".
/
b �
TG s,61.6 d x i
X 46d.16 ...� / /.:-.. �� ' _.._...�._... OZ, ugfo UNDERGROUND FIBER OPTIC
bmb' yoO� CLD 460,71 0 �b x°o g�$
1 ugc UNDERGROUND CABLE
4 r
6
X � 3,,63 . /
46Y.5:6
1 TG x �:„ X T� 46"' � „ ,. �h. �; __ ugt UNDERGROUND TELEPHONE
461.17 46 4fi _66 UP TRtA 'INV. 2.03 b EX T Xb,
TG TG "DOW STREA ..INV..4/`"` \ H) v - UGE - - UNDERGROUND ELECTRIC
w IN. ALL EC'EL$ OR �^� A
461. 4` MI DEPT 1.
00 462
\ Zg9 - oHE - - OVERHEAD ELECTRIC
463.03
_.. / "LOPE.STABI�F 10N X I �6,
,,�` -0 o 0 0 o CHAINLINK FENCE
TG, xa.. M TTIN LONG b,.\
:4'6 459.92 4, / R----------
7 P '.POSE SLOP' .AFTER is
462.39 _
G' CLD \
Ln
TG . ' SEEDI G. FER TO E ` OVERRAN
z , _ ._ TREELINE
CLD
_ „ �'., /' ETAIL EET ) °° / // �^ _ _ \ `l GUIDE WIRE
6340
D 1204 TG �-
TOP:462.81 460
" RCP 461 b
/
INV. 458.64 SE ,. x „. „, „• � �"� - ..: ..-.�'` �..... ��..: .. �'X ,bo � v� � ob SILT FENCE
( ) @ 2.00% S-205 .462
463
- - - - LIMIT OF DISTURBANCE
OUT 458.64 NE OP:460.98 �--- 464 �^ /// o^� \ \, b - - - -
( )
a' 463.72 /r ,' Xb
TG OUT 459.46 (NW) 66 o - TEMPORARY DIVERSION DITCH
4613:. _,.
4 9
/ .9T ;
b
41*1
ob WELL
xbo° C x o� : TG / /,; ^� xa�^ ® WATER METER
\ 464.03.�. ��^am / x ^ oWV WATER VALVE
463.18 T.G TG 465.84 TG 9 x / N 465.04
465,
r � ,b�
6 ,
HYDRANT
CLD 463.72 TG x �o r
� M� h TG �� �° �, UTILITY POLE
XaMA� �CHLINE SET C-7.1 b�� ���.
TG: lb l LIGHT POLE
\ J 0 MAILBOX
4 3 46 .4 65.31 boo / /`' /o
s,,, r
E
r
T 98 , ''TG ^ x b o x 4G4.-
I +
r
T b �.
r , �a 46 G �. ��,. X bo . TG v
b ... ..
SIGN
X D
:M
46.423 4 5:3i a 67.30 46l bow 47 b�� / ��� STELE TELEPHONE MARKER
b TG TG _TC 467.64 x"" ;Xb / OTPED TELEPHONE PEDESTAL
O
h \ , ' TC 37 ,049.03 F �'�
,. , rr a n, '
:"465 ,, .. "".. 467. .66A 'b 466.82 ,v : ;. // � ®IPF IRON PIPE FOUND
a
467.30 ,TC $ .'.,, Xb�� 46� MATCH EX. '
- a ENT FOUND
TC xb ;<, 0 CONCRETE MONUMENT 467.31 ,a + MON
0
b
6.82 \ /
TC / O RAILROAD SPIKE
467.4 ,\ � _ ,,, DI-110 RRS
,., TC TOR.466.62 � � TA �, b -
°, DI 112 INV, 462.95(NW)<, \ 070(NW) x° /// 6 \ NAILF
1 TOP 467
NAIL FOUND
° OUT 46Z.95 (SE) ,e-
TOP:466.�5- T 462.7 O INS
INV 462 � ���
v OU 0 S X
a+�
"IRON PIN SET / REBAR
' DI 109 / SIP 5 $��
111111 IRON PIN SET / REBAR
h� 4, i TC7 30 OUT 463.20 (SE) o o � � -5 8��
X 67 6 � 467 8, 15" RCP, 0.�O% b'
I \
5 467.© @ 15" RCP 0.50°f TOP.467.22 +
x° bo TC TC a y XTc a o ZS\ INV. 462.44 (N) / DEMO / TO BE REMOVED
xb �� 467.30 467 n n �,C �\ OUT 462.44 (S) �? / / � 0149.94 PG 22.00
xb TC;ChCKI�1LETSEDIMENT n s\ / / X
GROUND ELEVATION
/ TOP OF BACK OF CURB
A
- a 'TRAP (tYPicAt)' a o a o^ 467.40 Z 467.16 + X BC 22.00
\ X467.10 ° a - ao A EX. TA MATCH TC 22.00
TC
TOP OF CONCRETE
I' //%%, , , , , TOP:466.90 �^ / TOP OF ASPHALT TA 22.00
���ia//// v �,. xb
v I /
d r -
X
\ n INV. 462.20 N
C TOP OF SIDEWALK
� ly I �o Xb P ° '•,,,.OUT 462.20(S) o° / / e6�e+ X TW22.00
PROPOSED 1 STORY 467 30 o on', 04 Benchmark +
STORAGE BUILDING TC , " Xb v "' �� Nail in Asphalt +
/ ROCK INLET SEDIMENT TRAP
11,550 SF 46 6�,�� X4675 � I
sari////lf����������i n x"
FFE=467.70il
� ev-
1 X�� v NAVD 88 +
G7.3o? DI 107 TRUNCATED DOMES
I I T 'n PROPOSED 1-STORY """ � Q.
I111111 STORAGE BUILDING
INV. 462.03 N
/ +
( ) HEAVY DUTY ASPHALT PAVEMENT
0 11,400 SF Al.....................
oti. boy � ,, X FFE=467.70 ////////////% � `ouT 462.03 (s) �.,,
x FFE=467.70 x DI 101 + a
FFE-467.70 n s TOP:467.01
CONCRETE
• 5. �� <, aiii
'� ,,,; _, ,,,,,, „> ,,,,,, �o INV. 461.75 N
6so „,� �i%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%� „,� �i%%%%%%%%%%%%%%� ,,,,,,� �i%%%%%%%%%%%%%%� e' GRAVEL
o INV. 461.50 (NW)
o x'
0 467 6 46 T n
7
� nl n �
bo � ,,,, TC , �TC „ ,, „ , DI-106 q1, 1�5 ,, DI 104 DI-102 . � ,O<UT 1.50 (SW)
X I TOP:466.4/3 fOP:466.43 0 66 Q3
TOP.466:43 OP:4 .43 TO'P:466.43. oo.
n INV: 4 2.22 (NW) °o n' 466. SPILL GUTTER
467.68 I ,' %%"%%%%%%%67.68 OUT 462.43 (SE) INV 462.33 (NW) INV: 462.�2 (NW) II�V. 46�.64 (NW)
TC q ^'' 466.68 6.5.1 .467 OU OUT 462.22 (SE)a X. < )
I T„Gn Q6) xTC _ TC 38 (SE) n OUT 461.77 (SE) 1 64 (SE) m T -�
_ � T 462. OUP 46
Grass - X SKIMMER OUTLET
_ M
a 15" RCP' @ 0.30°�- �5�' RCP @ 0.30% _ _ 30% 1�" RCP @ 0:3Q°% �550
@ RECP EXCELSIOR MATTING - -
5 0 78 " RCP..... " RCP- ~~
0
o
V
•- a 0
L 0
O CL
0
o
z
a
i
LL
a
=
'-
LL •
w
H
O
N
O
�
REVISIONS:
W
0
OC
O
Cl)
w
J
J
�AI111111///
��.%% CARP/
of ESSIp 9?yam'
SEAL l'
w�= 8746
\ 11,800 SF 467.68 o " ti� STORAGE BUILDING V
IFFE=467.701 TC 467.53,�.. p � 24,00o SF
Mq ?L R
CLASS B RIP RAP ° �,,,,, eo // E
TC x, a a 466.70 466.80 _ N � i� \ 460, \ ��„ /� ��
TC - " a 45�\ b'" " \ N//11111�t
a oo a bo OUTLET PROTECTION v
FFE 466.95 �A
a
b b
\ (TYPICAL) {Jp1
TOP OFB
INSTALL EXCEL465.96 SIO
1 ^
Z7/ZO Z7
�
j
4TC SLOPE
LS
466.80 - .._„� STABILIZATION __ �> o' 460 \ ,_ Q
Q _MATTING ALONG z
.S \ �3Sp jj�� \\\ N > as
a, x 0 o OB U a�i a
Xyrn OLiT"458.34 W TC SEEDING
CirOSS Sg• 1 \ S� \ o
1.. 464.75 466.35 PROPOSED
° ( ) TC OFFICE (REFER TO-140�, R�Itii �� v .75 46 96 4-66.8a M` __ _ ti F O o E
466.48 TC DETAIL SHEET n - __ _._ _ \ �� \ �x"� z X O
o TC BC _ _ _ _ _ _
u7
. vi
b
C "Al46646 .05.93
J f� W
,. A n
i
/ / /
i87
46 BC-- Xb OTTOM OF INFt RATION BASIN 8.50 Zg v , v II z O
465.70 NJ=463.2� 466.7 1, �;;
465 ro \ 99d' \ \ > V w 00
? ??? 4 boo TO OF INFI ATIO BASIN T EATM T VOL E 45 0 > \ N C Ln ti0.0
464 ti o° U 8'fi .87 462 7, ° / \ \ - � c
Xb 00
463 , _ ` O 4 464 _ 460 4 \,,,� o o \ 1 taT N U v�i
_ 46 -- _ - - in =459.57� z 000 c
462,
- -
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
FES \
84 462 4g1 _ 113 \ \ bon` \ ��n .. \.,.� �� t N oo Y
461 V /,
- FES-300 �' ���. .... .47' _ __ _.._... 50 -. _.._... _.. �� �,...". _.._... _ �,. i � x? C1111111111111111111 U = � i
UPSTREA 456.04' ��
0 460 4 9 460 DOWNSTREAM IN __ __ INV. 459.,. m t6
5 FM b -- __ 459 c
INV. 458.10 459 37 INV;''455.17 FM EPTH 1.18' 4 00 0 '460 cV 3
S1 ALE5 459 ' C 4,. -` --------- S8 N
UPSTREAM INV..x454.74' o RIP RAP APRON o b� 457 - - �o b o'. _ 461 ; s N
458 0. o 0 456 - BFM 462 as o (V QD
457 o INV. 54.74 ° _ .456_ h �� FM F E� rn
DOWNSTREAM INV.453.37' o x 0 ao - � v� 457 FM o __ ,_ _ _ _
MIN. DEPTH 1.90' 456 0 xbw^ 456" 456 _ "� - _ y� h Stsegn�o
455 - y -
BC b to
--------�`------ Xb .- ass 6.39 _ _ ,._ _
n - - _ _ _ _ - - , _ Xb X - g BC _ _
.... _. _ Bryn, Drawn By. RJL/CEW
a
_ INV.2159.44 a'° �o°.._ a2,k o / Checked y: BCF
- - - / ° Project Number: 19006
/ Drawing Number: D-1240
y PARK AVENUE /
maw (NC HWY 96 / US HWY 1-A)
- - - - - (60' PUBLIC R/W) \ °�
POB
Traffic 1- o Traffic Sign o^ _ - N 830,359.23
° / ho 7 E .2,153,334.75 .��� x°M FM/ FM 30"-9 x-15' 30'
o
- OFfE 3H0 - - - .aHE 3H0 - - OHE 3H0 - - - OFfE 3HE) - - OHE 3H0 - - r��••p�q, ;0 - OHE 31 10 - - _0HE 3140 - - - OHE 3140 - - C 3H0 - - - OFfE 3H0 - - - OFfE 3H0 - - - OHE 3H0 - - - OHE 3H0 - - - OHE 3H0 - - - OHE 3H0 - - OHE 3H0 - - - OHE 3H0 - - - OHE 3H0 - - - OHE 3H0 - - - OHE 3H0 - - - OHE 3H0 - - OWE -
xb'" SCALE 1 inch = 30 ft
C-7.0
Date: 3-18-2021

K,.
0
J � J
S j
SC -2 OUTLET / a°
443.92 S 32°'17'12" E 1 .65' / x
443f-�� � 46'"
s, a 444 / 445 /lb N/F
ro � / a Union Grove Baptist Church
4
- ' y�. / PIN: 1853-40-0933 NC
ry
INSLL EXCELSIOR Zone: C[V C�aN'40
I /SLOPE S ATION 8�
1 SLOPE ALL' EX ZATIOR 445 446 447 �' / // MATTI LONG
, PROPi� D SL PE ASTA'�TE �x
0�N..".~_. N A9 ,
MATTING ALONG EDING�IREFER O , r /
ROPDSEDSLOP°AFTER FES ETAIL SHEET C1
) X Q
4 AO
SEEbl� G kilEFER TO V. 444.00
ETAIL S EET C-8.1) ASS Q 0
0.
TOMINF LTRATION,- ASIN ^ �'
\ s
x 6 42.50 ba�• r' ��
v
• OP FIN LIF TR 10 7AS�ITRE M TVOLUM 444. 0 �rw 454.11 Bw-453.4s y9�3
/
a•
1 ��. `",." I BW=448.60-101
S
�" .• / / /
R'OF FOR 44400 � � �I ;
� - /
a a ; oa �
�TW=452.96•�453.18 �� .• .. ,�"°
BW=448.71 / 453.47 /
BW=448.71 $ m y2 `ti` N F /
TG -/ 45t46 \ / WILLIAMS PATRICIA /
PIN: one: M 0-9793
Zone: MU-2
�a„•, ✓ / .,•• "° / CLD.9645/3.21 TG //%. �.:„. � ti
TG / / 454.36 �bm SANITARY MH /
„ / RIM=461.95
453
� ~ •, � ,a is s . �/ / /i TG/
/ \
V=452.00
453.3 INTG
TG
O /
TG / / R PATRICIAI ES-200 `/ /
F .' �l, 453�39
451.35
� k� l r
�� // � N/F
/ WILLIAMSIAMS PAIR /
453.67 •,•,•,.
OUTLET PROTECTION NV. 444.00 �. / CLD J TG ?G / /' / _ / ,1� �\
•„ TABRON
o v �� PIN: 1853-30-9697
(TtLCAL) _ Zone. MU 2
rw 451.77 SW E - / / -
o> �. UP T EAM I'NV. 4553,23' / � / p�`' / " � / / Or`� SS \ / • WI�STREAMM 11N7 . 45.48' /
Q / IN. DEPT1�
G / x1
County f Franklin
! \
O
x QQ / N/F /A(�
3.18
`y u G /
q5o / PIN: 1853-3G. 394
TW 451.30 \ - ^_� / _-__. / _ 1 TDB. one: PG. 39
TG I / TG
�, �- h 4.23, / INSTALL EA L 10 /' Zone: MU-2
,' - 455. 1
• Bw-451.30 51•"�� ~} X o / / � � / SLOPE STABILIZATION
DI-201, TG y _"� TG / TG
�a MATTING ALONG N/F
4
ro° TOP:450.32 450 30 ' / / / �4 PROPOSED S )PE AFT0 / \ HUNT J. PERRY
\ / / „/, X SETDI�G ET ER O PIN. 1853-40-0 494
/455.92 S p
\ INV. 445.73 (SW) CLD 455.32 T D AI SHE 8.1) / / \ \ r \ Zone: MU-2
OUT 445.48(E) ,y,r �> / . ,„, TG. i ro �,„, / /��
x
IS 52 33 E
\ ^ 452.0 2.29. _ 6 99. \
j a . 4-
/ h h
TG
462
\4TG52hb
/
fi
X
" X°h / N� �
TG
452.90 4y
\
�
/
SW LE-2^ / ,463 16 ,
UPSTREAM INV: 60.61' T t Oo d'. / yo ^ In H58. ss
"" TG 39 /
TG. 444 F \\� a I n =
�458
@ „ DOWNSTREAM INV 452.77' 462.15.
15" RCP �1:50/ __ •� ass T- Q>a,; - TW=461777 / I o / ��° o
... x '1. "
h, . 0462
^ .r' b ii .....
45 461.46 / j x° 462.76
`~ � xa a,,
o
MIN. D TH 1.11
a CLD TG 99S
/ TG TG
-'� 12 HDPE X X
by
453 ." / =459.
, r Inv 05 � \ \
�' ry Xa
-
Inv-455 77
x TG 460.86.
s 15" RCP
INSTALL EXCELSIOR 453.59 /' / / y S •,
TG
SLOPE STABILIZATION / 4,63.36 / \
MATTING ALON�`l�L TG 453.79 - +,;, _ \ �.
r x
\ 1.33 / TG
ROPOSEb•.SLOPES AFTE�
454 TG o�5� , _
SEEDIN"G REFER TO
' rTG
ETAIL SHEET, C 8.1) x CP
455.12 454.04 9 /
T-� 5 T p5 TG9, S 3 ,' x°° o�� �ti 3 OjF
S .
45 GL, x°
TW-455.30 - , .: James 5 . Moss Jr. M
?/oOO.p 462.89% ^°/ 462.25 iy0 PW: 18 {3-30-7665
/ TG am TG DB. 204 PG. 637 \
DI-202 456 x°y 462.48 / x Zone MU-2
TOP:455.10 458:04 TG 462.00 a^ / \ S��
15. RCPCLD 0.59 ,� Xa °^ / / �'
rya INV. 451.37 (SW) @.3.50% 96-DI-203 TG �',� TG �a Oti b�ti James T. Moss Jr:, h/
( ) /1 �- a / PIN: 1853-30-7 Xb ,•„ INV. 451.37 SE 456.23- 457. - "," p6 x „� ,0� X , DB. 2046, PG. 637B'",
OUT 451.37 (NE) ^ Zone: MU-2
w 457.41 459.08 OUT 452 .77 NW �" CLD 463. ti �N /
TG 462 03
o r 457.23 TG TG ( ) ��y r /,,, , O \
458 454.20 . _ _ ,",", '" "„ � ;,, ° `' may. \ \ :'•,, / 55 �2 � � x�^ OBE / / � •,,,
462.07
� /
TG TG O " x lb
458.24 463.76~ x� / y°
' CLD ;'• y ; . •,- ,",,,,•, ', � J / xp _ TG
15" RCP @ 6.00%- T
459.24 11459'48
9.64
TG TG
a 6 � �
M F: / TG � � � � a � � �
a 459.56 xa 461.TG . /°� 99 X X
TG °
.r" ' r ` °
r4 �O rn / \ O O o
o x 460.TG 3 6 C D C % xo^ a ' ,. ,_._ ° x S� o / / _ X +
460.16 ` Z /
^ TG
boa •„ k 461 X$., O
x �'� p TG ^i' 3 3 /
� CLD 406
x°` m - SWALE-1 / X" 46"3
t
__
461.17 .46y 4fi0.6S UPSTREANTINV.452.03` '„ T EX: TA ATCH x° C \ XaOb 1b
TG )
1 y
TG DOWNSTREAIVI.INV.459.46"`` �., Xa° +
IN TA O ti T -
00 462 T 1. 4' 460.38 X�^ �L Z49 +
MIN. DEPTH 1.72 L
460.30
/ ,SLOPE STABILIZ 10N
,.
N 463.03 TG TG / ,Xm MATTIN
TG LONG
a /
459.46 469.92 464 7 PROPOSED SLOP' AFTER a� XO�
462.39 CLD CLD / \ / (1� �� a \ ,,
Ln
/ " TG / SEEDINGFER TO N/F V �`
/ 0 ___ +
CLD DETAIL S EET G8.1) C4 YS, LLC. j , \ \
DI-204- PIN: 1853-30-5589
TOP:462.81 460 DB. 2176. PG. 1133
x ,,•"�RCP 461Q'% �. Zone' - MU X�
r. r,. "•, ,•• 0 b X
INV. 458.64 (SE) @ 2.00% S 205 462 „ ° ^� _ _ _ _ o° X.
---
OUT 458.64 (NE) #.a, 463.72 J \ ' „, �-� 463 ---' --- �A -� , �
�. OP:460.98 .r 464 x� m^ "= \
+
TG
OUT 459.46 (NW) "�- s
466.09 / -- - �� as
TG
.97
a TG
ieirs
3172 ,"` 464.03 X 465.04 465.69 •: m^` :',„, / -.., ,. ^ a R \ ,
281 463.18 TG c \ +
CLD . 463.72 TG 465.84
S.F. \ I' TG x hh �� ti + h
TG' / ^ ^ ` o I
eSm o ru
6.�Ei1
/ Xbro
t
" I Xa � ,. TG y
MATCHLINE E SH ET 7.0) a -
465.31 �y: '
_ �b I
f
4 3 464.9 ^ 466.63 ,;;;,:,:,. aoo i ' o �o. + N/F
"^. � ,'TG ^ r � x � x
a James A. Lawrence Jr.
46'G _ T TG xa yr �� - TG ;,';, ,/ "c �+ S1
PIN: 1853-30-7365
o x° 1 , r N DB. 957, PG. 689
//_�
aFs 6i q o^ + < Zone: SFR-3
LEGEND
EXISTING
-
W-- - -W---
- GAS - -
ugfo
ugc
ugt
-
UGE- -
-OHE- -
WM
V
0
OTELE
OTPED
®IPF
ElMON
*RRS
•
NAILF
I IPINS
0149.94
PROPOSED
PROPERTY LINE
ADJOINER PROPERTY LINE
V)
EASEMENT LINE
z
STORM DRAINAGE PIPE
0
U
WATER LINE
W
GAS LINE
V
z
w
UNDERGROUND FIBER OPTIC
o
o
UNDERGROUND CABLE
a
UNDERGROUND TELEPHONE
w
UNDERGROUND ELECTRIC
OVERHEAD ELECTRIC
w
CHAINLINK FENCE
OVERHANG
a
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CONCRETE MONUMENT FOUND
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IRON PIN SET-5/8" REBAR
IRON PIN SET-5/8" REBAR
DEMO / TO BE REMOVED
GROUND ELEVATION
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TOP OF CONCRETE X TC 22.00
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Project Manager: JDW
Drawn By:
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Checked By:
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Project Number:
19006
Drawing Number:
D-1240
C-7.1
Know what's below.
Call before you dig.
1-800-632-4949
Date: 3-18-2021

1
2
/\
0 SCM #2 - ENLARGEMENT
PREVIOUSLY SCALE: 1" = 20'
#3
REMOVED
FROM PROJECT
0 - NT
SCALE: 1" = 20'
450
445
440
437
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A SCM #2 -PROFILE
SCALE: Horz. 1" = 20'- Vert. 1" = 2'
INV. 459.44
450
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440
437
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465
Rip Rap Aprons
Pad Pad Pad Pad
Size Entry Exit Length Depth Stone
Outlet (in) (ft) (ft) (ft) (in) Class
FES-100
18
3
6
8
19
B
FES-200
18
3
6
9
25
B
FES-300
15
3
5
5
10
B
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24
4
8
8
12
B
SCM-20utlet
24
4
8
8
12
B
Temporary Access Pipe
24
j 4
j 8
j 8
j 18
B
NC HWY 96 Driveway
24
1 4
1 8
1 8
1 16
B
Stormwater ManaLiement Notes
1. THESE NOTES APPLY SPECIFICALLY TO THE AREAS WITHIN THE PROPOSED
STORMWATER CONTROL MEASURES.
2. CLEAN SAND, WHERE CALLED FOR, SHALL BE COARSE OR FINE SANDS WITH NOT
MORE THAN 15% BY WEIGHT PASSING THE ASTM NO. 200 SIEVE.
3. GRAVEL VERGES SHALL BE CLASS W RIP RAP 6" THICK INSTALLED OVER MIRAFI 140N
FABRIC, OR EQUAL APPROVED BY ENGINEER.
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Project Manager: JDW
Drawn By:
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Checked By:
BCF
Project Number:
19006
Drawing Number:
D-1240
C-7.2
Know what's below.
Call before you dig.
SCM #1 - ENLARGEMENT
SCALE: 1" = 20'
Date: 3-18-2021