SW4161101_APPROVED PLANS_20161128

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Ile �ly
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE`(
YYYYMMDD

SITE DE IiEL OFMEN l FL � NS
rmE1111111111
:
GENERAL NOTES:
A. TOPOGRAPHIC BOUNDARY SURVEY, INCLUDING PROPERTY LINES,
LEGAL DESCRIPTION, EXISTING UTILITIES, SITE TOPOGRAPHY WITH
SPOT ELEVATIONS, OUTSTANDING PHYSICAL FEATURES AND EXISTING
STRUCTURE LOCATIONS WAS PROVIDED BY THE FOLLOWING
COMPANY, AS A CONTRACTOR TO THE SELLER/OWNER:
TOPOGRAPHY: RON KIRKLAND LAND SURVEYING
3248 PATTON ROAD
FRANKLIN, NC 28734
TELEPHONE: [phone]
CEI ENGINEERING AND ITS ASSOCIATES WILL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OF THE SURVEY OR FOR DESIGN
ERRORS OR OMISSIONS RESULTING FROM SURVEY INACCURACIES.
B. ALL PHASES OF SITE WORK FOR THIS PROJECT SHALL MEET OR
EXCEED THE OWNER / DEVELOPER SITE WORK SPECIFICATIONS.
C. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF
EXISTING STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND
STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS
NOTED. SEE SITE WORK SPECIFICATIONS.
D. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH
AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT
DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH
ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH
OPERATIONS.
E. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR
AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY
DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION
PHASES OF THIS PROJECT.
F. WARRANTY/DISCLAIMER: THE DESIGNS REPRESENTED IN THESE PLANS
ARE IN ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL
ENGINEERING FOR THE DESIGN FUNCTIONS AND USES INTENDED BY
THE OWNER AT THIS TIME. HOWEVER, NEITHER THE ENGINEER NOR ITS
PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS
CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THE
ENGINEER INSPECTS AND CONTROLS THE PHYSICAL CONSTRUCTION
ON A CONTEMPORANEOUS BASIS AT THE SITE.
G. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE
SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE
JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY
DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS. ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OF THE
CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW
OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON
OR NEAR THE CONSTRUCTION SITE.
H. ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY
SHALL BE COORDINATED WITH THE HIGHWAY DEPARTMENT RESIDENT
ENGINEER.
I. WETLANDS NOTE: ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION,
OR FILLING IN A U.S. CORPS OF ENGINEERS DESIGNATED WETLAND IS
SUBJECT TO LOCAL, STATE AND FEDERAL APPROVALS. THE
CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS
AND/OR RESTRICTIONS AND ANY VIOLATION WILL BE SUBJECT TO
FEDERAL PENALTY. THE CONTRACTOR SHALL HOLD THE
OWNER/DEVELOPER, THE ENGINEER AND THE LOCAL GOVERNING
AGENCIES HARMLESS AGAINST SUCH VIOLATION.
J. RESIDENT ENGINEERING SERVICES: WHEN REQUESTED BY THE
OWNER, RESIDENT ENGINEERING SERVICES SHALL BE PROVIDED BY
THE ENGINEERS (ON A TIME AND FREQUENCY BASIS) ACCEPTABLE TO
THE CITY ENGINEER FOR IMPROVEMENTS TO PUBLIC WATER MAINS,
PUBLIC SEWER, AND CITY STREETS. AT THE COMPLETION OF
CONSTRUCTION, THE ENGINEER SHALL CERTIFY THE CONSTRUCTION
TO BE IN COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. THIS
WORK WILL BE AT THE OWNER/DEVELOPER'S DIRECT EXPENSE AND
SHALL BE COORDINATED WITH CEI ENGINEERING ASSOCIATES, INC. IT
WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
RESIDENT ENGINEER OF ANY PRECONSTRUCTION / CONSTRUCTION
CONFERENCES AND ANY PUBLIC CONSTRUCTION 24 HOURS PRIOR TO
SAID ACTION.
FLOOD CERTIFICATION:
BY SCALED MAP LOCATION AND GRAPHICAL PLOTTING ONLY. THIS PROPERTY IS
DETERMINED TO BE LOCATED WITHIN ZONE "X", OR AREAS OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN DETERMINED BY THE NATIONAL FLOOD
INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP FOR WATAUGA COUNTY,
NORTH CAROLINA.
MAP NUMBER: 3710188800J
MAP REVISED: DECEMBER 3, 2009 PANEL 1888J.
0
Em
)w wears below.
C a I I before you dig.
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CHURCH f"3�
FOSCOE, NC
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CEI CONTACT:
PETE MOREAU
ASSISTANT PROJECT MANAGER
PMOREAUOCEIENG.COM
PHONE: [phone]%0
Vicinity Map
Not to Scale
DEVELOPER:
MELISSA BALLARD
THE BROADWAY GROUP
132 HOLMES AVE. NE
HUNTSVILLE, AL 35801
PHONE: [phone]
N.C. COA #C-3798
Engineering
of North Carolina, Inc.
ENGINEERS PLANNERS SURVEYORS
LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIENTISTS
2025 Centre Pointe Blvd., Suite 210 [phone]
Mendota Heights, MN 55120 [phone]
Arkansas *California * Minnesota
P ,� tH CAPO
L
L�J'Jw. is
* Pennsylvania * Texas
fa
PLAN INDEX:
CO COVER SHEET
C1 DEMOLITION PLAN
C2 SITE & UTILITY PLAN
C3 GRADING PLAN
C4.1 PHASE I EROSION CONTROL PLAN
C4.2 PHASE II EROSION CONTROL PLAN
C5 PRE -DRAINAGE MAP
C6
C7
m
APPROVED
WATAUGA COUNTY
NCDEQ
RESOURCE LIST:
POST -DRAINAGE MAP
LANDSCAPE PLAN
DETAIL SHEET I
DETAIL SHEET II
DATE
STORMWATER
JIMMY WARREN
WATAUGA COUNTY - PLANNING & INSPECTIONS
331 QUEEN STREET, SUITE A
BOONE, NC 28607
PHONE: [phone]
SUE WHITE
NCDEQ
WINSTOM SALEM REGIONAL OFFICE
450 W. HANES MILL ROAD
WINSTON SALEM. NC 27106
PHONE: [phone]

FG
wd�
18D
FG 3015.85
TC 3016.94
_G 3016.44 /
TC 3016 57
/
G 301607
TC 3017.23 / //. FG 3016.13
G 3016.73/ '.
FG 3016.06 d c+'p
01 'op
FG 3016.82 `5
/
/
FG 3014.40 '---
i 2�p�
FG 3014.20 -'c<Y FG 3013.05 \
FG 3017-60 TC 3013.80 \
TC 3013.92 G 3013.30 \
G 3013.42 / 5 FG 3012-65
ce-
3p\,6 ® � NIV=3009.270
FG 3013.08 1
SUMP=3006.27
128 LF 15" HDPE
pp\A FG 3013.40 3pi3 FG 3013.13 \ @ 0.4� /._
\ olo 73A TC 3013.90
G 3043.40 0 o
CB-1 FG 3013.13' s "`' �,"g
® 738 RIM=3012.28 / FFE=3014.00 \ oia/
INV 3009 78 a
® 24 SUMP=3006.78 .. T °
INV=3007.50
FG 3007.50
DETENTION BASIN #2
HWL=3009.36
E0=3009 20
TOP=008.80
BOTTOM=007.50
VOLUME (PROV.)=1.500 CF
FG 3008.801/y
124 LF 4' PERFORATED If �/ 301
DT WITH SOCK @ 0.00%
FG
/ op
EG 30091.20
3010
/3pY5 ..... TC 3013.90
G 3013.40 66 LF 15' HDPE CB-3 /
+ FG 3014-20 $ FG 3013.94 @ 0 40% -\ RIM- 011.84 73E FG 3007.50
FG 3013.53 NV=3009.00
\ p\9 ' a°- FG 3013-94 \ TC 3011 84 SUMP=3006.00
3 FG 3013.53 w G 301.84 I 3011-�
TC 3013.90
X-FG 3013.08 / FFE=3014.00 G 3013.40 TC 2 p\p
�G3012.3212.32 � / ��\
\ c�k'O \u'0 L?Oi/ / V �p FG 3011 ;55 �. �?" /
. s TC 3013.90 s P11
pQC\�\\.� FFE=3014.00 TC 3013.93 O 3013.10
G 3013.40 Q�P\V O� Q�� G 3013-43 G 3012.60 j
FFE=3014.00 �C 175 LF 10' PVC
t'� FG 3013.97 /dP FG 3012.90 ( FG 3012.00
FG 3013.26\ _ @ 0.42%
111 LF 16' HDPE
@0.40% (`"
FG 3012.50 TC 3013.70
TC 3013.93 3013 j G 3013.20 a
\ G 3013.43
b � 2
FG 3013.50 , c� 3pN
F3012.5
EG 3014.50'( TC 3013.93 - \p i FG 3012.50\ /
"o� ! G 3013.43 / G 301 �53 o I'
9
N r �b 3p OCS-1
,50 RIM=HROAT 73A
IEEE=3014.00 7, 100 SF 10 THROAT=30ll.00
FG 3013.43 fro 10" WIER=30 11
\`FG 3013.93 160 SF 4" WIER=3008.50
3
FG `FG 3013.43 0 / 10" PVC OLTT=3008.50
p�2 /
3 150 SF om
`�\ O � 'cam 170 EO 3011.50
\\ �,p FG 3013-11 s , / .
1 - Epp / � FG 3012.50
9 /
FG 012.40-x FG 3013.20� .7 -
/ DETENTION BASIN #1
TOP=3012.50
EO=3011.50 o
EG 3012.51 HWL=3010.99 �o
BOTTOM=3008.50
VOLUME (REQ'D.)-9,650 CF
\ \\VOLUME (PROV.)=20.009 CF I/^�
9 \�\ /off
EG 301
%r
STMH i
RIM=3011.2E
INV=3007.76
NCGS "CEMETARY" SET 495.24' WEST OF WEST PROPERTY
CORNER ACROSS NC-105.
WEST PROPERTY CORNER MARKER: 5/8" IRON ROD
ELEVATION = 3,014.98'
Know what's belown
Cell before you dig.
EXISTING LEGEND
PROPERTY LINE
RIGHT OF WAY LINE
STORM DRAIN
GAS
OVERHEAD ELECTRIC
UNDERGROUND F18ER OPTIC
AOL
0 30' 45' 60,
SCALE IN FEET
PROPOSED LEGEND
PROPERTY LINE/RIGHT OF WAY LINE
- - - - - - - - - - GRADE BREAK
XXX CONTOUR ELEVATIONS
FG 3011.20
x xx.xx SPOT ELEVATIONS:
TC = TOP OF CURB EO = EMERGENCY OVERFLOW
G = GUTTER FG = FINISHED GRADE
40 LF
STMH-2
FFE = FINISH FLOOR ELEVATION EG = EXISTING GRADE (FIELD VERIFY)
6' PVC
RIM=3009.60 SOLID LID
73B
0.42%
INV=3007.33 (W, 6" PVC)
-_ -_ -_ -_ -_ -_ -_ STORM DRAIN
p°b
INV=3007.23 (S/E, 10' PVC)
FG 3010.85
❑® GRATE INLET
0
10 LF 10" PVC
FLARED END SECTION
@ 0.30%
DETENTION BASIN OUTFALL STRUCTURE W/ SKIMMER
�
L_J
127 LF 10' PVC
@ 0.42%
L/
150 SF 17D
GENERAL GRADING NOTES
FG 3007.20 ^
A.
PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE, VERIFY, AND
CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO
CONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT NOTIFIED OF
DESIGN CONFLICTS.
B.
ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 4" OF TOPSOIL
APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL,
APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED, FERTILIZED, MULCHED, WATERED
AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR
SEED MIX AND PROPER APPLICATION RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL
ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
OWNER.
C.
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES
AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE
POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT
OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 4B HOURS
BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.
D.
UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL STORM
DRAIN PIPE BEDDING SHALL BE INSTALLED PER DETAIL 28A. ALL STORM DRAIN PIPES ARE MEASURED FROM
CENTER OF STRUCTURES AND ENDS OF FLARED END SECTIONS.
O
GRADING NOTES
09D
FLARED END SECTION WITH RIP -RAP.
16D
MATCH EXISTING PAVEMENT ELEVATIONS.
73A
ADA AREA. NO MORE THAN 2% SLOPE IN ANY DIRECTION.
STORMWATER SUMMARY
TOTAL PROPERTY AREA = t2.16 ACRES
TOTAL DISTURBED AREA = 42.13 ACRES
TOTAL TRIBUTARY DRAINAGE AREA = t2.41 ACRES (0.25 ACRES OFF -SITE)
PRE -DEVELOPMENT
PERVIOUS AREA: 2.03 AC.
IMPERVIOUS AREA: 0.38 AC.
1-YR STORM = 1.45 CFS
25-YR STORM = 6.90 CFS
100-YR STORM = 10.36 CFS
POST -DEVELOPMENT
PERVIOUS AREA: 1.14 AC.
IMPERVIOUS AREA: 1.27 AC.
1-YR STORM = 1.26 CFS
25-YR STORM = 4.24 CFS
100-YR STORM = 6.41 CFS
WATER QUALITY VOLUME REQUIRED = 125% x 1" x DISTURBED AREA (2.13 AC.) = 9,656 CIF
PROVIDED WATER QUALITY VOLUME=20.009
❑ GRADING DETAILS
17D RIP -RAP PAD (SEE SIZE THIS SHEET).
73A DETENTION BASIN OUTFALL STRUCTURE W/ SKIMMER
73B GRATE INLET
73D DRAIN BASIN
73E CURB INLET
/Ia /1C3�-
tl
S

495.24'
zo
NOTE:
CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC UTILITY CONNECTIONS
(ELECTRIC, GAS, SEPTIC, SEWER) AS WELL AS PROVIDING ALL
INFRASTRUCTURES REQUIRED BY UTILITY COMPANY.
NOTE:
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
PORCHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDING
UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS.
I SITE BENCHMARK li
NCGS "CEMETARY" SET 495.24' WEST OF WEST PROPERTY
CORNER ACROSS NC-105.
WEST PROPERTY CORNER MARKER: 5/8" IRON ROD
ELEVATION = 3,014.98'
►CCESSIBLE PARKING
PARKING
1 REQUIRED
1 PROVIDED
ESSIBLE PARKING
1 REQUIRED
1 PROVIDED
AL
2 REQUIRED
2 PROVIDED
PARKING RATIO
BUILDING SQ.FT.1
REDURED
I PRDVIDED
AL
110,640
36
36
Know wharsbeloW.
C a I I before you dig.
EXISTING LEGEND
PROPERTY LINE
RIGHT OF WAY LINE
STORM DRAIN
GAS
OVERHEAD ELECTRIC
UNDERGROUND FIBER OPTIC
PROPOSED LEGEND
PROPERTY LINE/RIGHT OF WAY LINE
CONCRETE CURB AND GUTTER.
SEE DETAIL 01 A.
A�&
N
0 30, 45' 60'
SCALE IN FEET
GRATE INLET
BUILDING CONTROL POINT
OPROPOSED
PARKING SPACES
LIMITS OF SIDEWALKS AND CONCRETE APRONS (PER ARCH. PLANS)
LIMITS OF EXISTING TRAVEL LANE TO BE MILLED AND OVERLAID 1.5"
GENERAL SITE NOTES
A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED
B.
ALL CURB RETURN RADII SHALL BE 2' OR 10', AS SHOWN TYPICAL ON THIS PLAN. UNLESS OTHERWISE NOTED,
C.
UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL CURB
AND GUTTER ADJACENT TO ASPHALT PAVING SHALL BE INSTALLED PER DETAIL 01A. ALL CURBING ADJACENT
TO CONCRETE PAVING SHALL BE INSTALLED PER DETAIL 01B. PAVEMENT SHALL BE INSTALLED IN
ACCORDANCE WITH DETAIL OBA OVER THE ENTIRE CUSTOMER PARKING LOT AREA AND 08B OVER ALL TRUCK
AND DELIVERY APPROACH DRIVES. ALL PARKING LOT STRIPING INCLUDING ACCESSIBLE AND VAN ACCESSIBLE
SPACES SHALL BE PAINTED PER DETAIL 70A.
D.
ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL 12F.
E.
ALL ACCESSIBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED PER DETAIL 09S.
F.
GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING POSTAL DELIVERY METHOD WITH LOCAL
JURISDICTION IF A PHYSICAL MAILBOX IS REQUIRED. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE
PURCHASE, LOCATION, PLACEMENT, AND INSTALLATION.
G.
DRIVEWAY CONSTRUCTION WITHIN ROAD RIGHT-OF-WAY SHALL MEET JURISDICTIONAL REQUIREMENTS.
H.
WATER WELL AND SEPTIC DESIGN FROM LICENSED INSTALLER SHALL BE PROVIDED FOR OWNER REVIEW AND
APPROVAL PRIOR TO INSTALLATION.
-ITY NOTES
<:>
SITE NOTES
TARY SEWER SERVICE ENTRY (PER ARCH. PLANS).
02E
TRASH DUMPSTER ENCLOSURE (PER ARCH. PLANS).
TARY SEWER SERVICE WYE (PER LOCAL CODES).
IPA
4" WIDE TRAFFIC YELLOW LANE STRIPE (SEE LENGTH INDICATED AT SYMBOL).
kTION FOR THIS UTILITY AS SHOWN IS FOR DRAWING PURPOSES
12C
4" WIDE TRAFFIC WHITE LANE STRIPE (SEE LENGTH INDICATED AT SYMBOL).
(. CONTRACTOR SHALL VERIFY THE EXACT LOCATION IN FIELD
12D
4" WIDE PAINTED YELLOW STRIPES, 2.0' O.C. @ 45' (SEE SIZE INDICATED AT SYMBOL).
R TO THE CONSTRUCTION OF THE PROPOSED UTILITY LINE TO BE
11A
"DO NOT ENTER" SIGN.
NECTED. CONTRACTOR SHALL NOTIFY CEI ENGINEERING
12K
"NO LEFT TURN" SIGN.
)CIATES, INC. IF THE DESIGN AS SHOWN IS NOT ACHIEVABLE.
15A
"STOP" SIGN.
16E
PYLON SIGN.
18D
MATCH EXISTING PAVEMENT ELEVATIONS.
21 B
TAPER CURB FROM 6 INCHES TO 0 INCHES OVER 2 FEET.
24A
POINT OF CONNECTION FOR ELECTRIC SERVICE (PER ELECTRIC COMPANY REQUIREMENTS).
24E
PROPOSED POLE MOUNTED TRANSFORMER.
24F
ELECTRIC SERVICE ENTRY (PER ARCH. PLANS).
25A
PROPOSED POWER POLE.
51 B
LIMITS OF SAWCUT AND PAVEMENT REMOVAL.
70A
4" WIDE SAFETY YELLOW ON ALL SIDEWALK EDGES ABUTTING SAME COLORED PAVEMENT.
70B
APPROXIMATE LOCATION OF WELL.
70C
3' WHITE MINI -SKIP LINES AT 9' SPACING & EDGE LINE OFFSET (PER NCDOT STANDARD DRAWING 1205.01)
70D
TURN LANE PAVEMENT MARKINGS (PER NCDOT STANDARD DRAWING 1205.05)
70E
RIGHT TURN PAVEMENT MARKING (PER NCDOT STANDARD DRAWING 1205.08)
70F
SNOWPLOWABLE PAVEMENT MARKER (PER NCDOT STANDARD DRAWING 1253.01)
TOG
CONCRETE ISLAND (PER NCDOT STANDARD DRAWING 852.01)
70H
NCDOT APPROVED YELLOW TUBULAR MARKERS (FEXSTAKE TM 750 OR APPROVED EQUAL)
❑
SITE DETAILS
OIA
TYPE A CONCRETE CURB AND GUTTER
02A
PRECAST CONCRETE WHEEL STOP
03D
CONCRETE SIDEWALK (BROOM FINISH)
05A
GUARD POST
08A
STANDARD DUTY ASPHALT PAVING
08B
HEAVY DUN ASPHALT PAVING - ..
08C
HEAVY DUTY CONCRETE PAVING
09A
DOWNSPOUT (SEE ARCH.
09S
09U
ACCESSIBLEPLANS) / VAN ACCESSIBLE EPARKING SIGN
ACCESSIBLE PARKING SYMBOL - - C Z
10A
TRAFFIC FLOW ARROW
IOB
STOP BAR
70A
90` PARKING, ACCESSIBLE PARKING. & PED. RAMP IN SIDEWALK
70B
CONCRETE RAMP AT STOCK ROOM DOOR
HOC
PRIVACY FENCE
M LANE ASPHALT PAVING
+ + + +
STRIPING LEGEND
YEUOWCURBINGAND
SURFACES SHOULD BE CLEAN, DRY,
BOLLARDS -PARKING LOT
AND METAL SURFACES FREE OF
HEAVY RUST. 2 COATS SHERWIN
WI LUAMS - KEM 4000 ACRYLIC ALKYD
ENAMEL SAFETY YELLOW BSSY300.
STRIPING -PARKING LOT
SURFACES SHOULD BE CLEAN, DRY.
TOP COAT SHERWIN WI WANTS -PRO
MAR TRAFFIC MARKING PAINT
YELLOW TM5495.
HANDICAP PARKING-
SURFACES SHOULD BE CLEAN, DRY.
PARKING LOT
TOP COAT SHERWIN WIWAMS-PRO
MAR TRAFFIC MARKING PAINT "H.C."
BLUE.
Lard Quality Section

F
I SITE BENCHMARK
NCGS "CEMETARY" SET 495.24' WEST OF WEST PROPERTY
CORNER ACROSS NC-105.
WEST PROPERTY CORNER MARKER: 5/8" IRON ROD
ELEVATION = 3,014.98'
DRAINAGE LEGEND
.85
25-YR STORM = 4.18 CFS
100-YR STORM = 6.34 CFS
WATER QUALITY VOLUME REQUIRED = 125% x 1" x DISTURBED AREA (2.13 AC.) = 9,653 CF
PROVIDED WATER QUALITY VOLUME=20.000
DRAINAGE BASIN BOUNDARY
-► DRAINAGE FLOW DIRECTION
DESC.
SITE
DRAINAGE BASIN SUMMARY
AREA
Know what's below,
C a I I before you dig.
EXISTING LEGEND
PROPERTY LINE
RIGHT OF WAY LINE
STORM "IN
GAS
OVERHEAD ELECTRIC
UNDERGROUND FIBER OPTIC
A*L
0 30' 45' 60'
SCALE IN FEET
S14141&//6/
In

Slab operrlg For testing
as speiffiel.
Dimension fran back of cub
to center of pipe
4' Dia M4 - 9' In from Back of Cab
5Dia M4 - 3- in from Bads of Cab
6' Dia MI - 3- behind Back of Cab
7' Dia MI - 9- blind Back of Cub
8' Dia M4 - 15' behind Back of Cub
Slob Doering fa casliea
as specified.
Dimension born back of curb
to ceder d pipe.
4' Die. MR - Win Ron, Beck d Cub
5' Die. MIT - 3' in trap Back d Curb
6' Dim MET - 3' behind Back of Curb
7' Dim MET - 9' behiM Bark d Curb
8' Dim MET - 15' behind Bark of Cab
NEENAH R4370, TYFE'C' GRATE NEENAH R3067, TYPE V or-L- GRATE
PLAN � am adp>sbned Tripe as medBed. PLAN
� and atlAahned rings as spe:Nrd.
6- Pfecest reinforced cOnCrde Slab. 6- precast rdrlfaced comely Slab.
For 6' die manhole, an 8' Precast For 6' die mardvle, an 8' Precast
IF A slab is re Wired. 6- slab is required.
m
Varies Top ofbarrelseDtim ands lap slab Vedas o Toe of barrel section lade top slab
to [rave flat top edge sedeU with •_" to have Not tap edge sea ool in
2 beads of Fennel, or equal 2 beads of Remnak or equal.
All Idols IA manflale to have All Uolrts In mental. to have
Varies 'O' ring nrbber gaskets. Vales 'O' ring "Far gaskets.
Pro." Ixxaudo section Recast caaTe , section
Doghoeses s1aN be grated en both a Doghouses shall be groI on both
5 5' the Nsitle and itla 5' the odsitle and indtl.
Q [J Marred. steps, Neeah R1981J or . Q p Mandmle steps, Neenah R1981J or
QO camel, 16' o.a 4Q equal, 16' o.c.
B No block str awes we allowed. „ No block strucMes ere allowed
6' Minimum slab thblalesm 6- for 14' vY 6' Men. slab tticl... W for 14'
depth. Increase thickness Vier depth. Increase thickness Vier
SECTION each 4 d tlryth grode than 14 . SECTION ead14. d depth ands than IT,
and reidorca wRh 6-x6. 10/10 mesh, arM rdrtace wNh 6'x6' 10/10 mesh
GRATE INLET CURB INLET
3 3E
N.TS N.T.S
GENEIAL NOTES:
1. ALL EXPOSED CORNERS TO HAVE 3/4' CHAMFER
2. ALL i4 & 15 REINFOK3NG BARS TO RAVE
1- 1/2' COVER, LARGER SIZES TO HAVE 2- COVER
3. SE GRADING AND DRAINAGE PLAN F(XR
PIPE SIZES, LOCATIONS, AND FLOW LINES.
4. PIPES SHALL CONNECT TO THE ENDS OR SIDES
OF THE INLET. CONNECTION SHALL NOT BE
MADE AT CORNERS OF INLET,
5. ALL REINFORCING BARS TO BE GRADE 60.
NOTE: CUR BARS TO CLEAR
PIPE & ORIFICE BY 2'
5' x 5' RIP RAP PAD
CENTERED ON STRUCTURE
& GROUTED IN PLACE
T' BAR AT CORN
'BOTTOM OF
GET. POND
10' 0'
4o,
- 14 RE1NF. BM � c
'L' BAR CORNER BAR
6' DIA CORNER COLUMN(TYP)
CORNER BARS - SAME SIZE AND
SPACING AS HORIZONTAL BARS
WEIR SECTION
SHEET STEEL 0. LM5' THICK (1 a
CONNECT SIDE AND FRONT PANEL -
NTH 3/8' DIA 1&4/2- LONG HEX
BOLT, FLAT WASHER, FENDER
WASHER AND LOCK NUT, ALL
STAINLESS STEEL (3 PER SIDE)
SPACED EVENLY
SIDE PANED
;., . 4'•
I • 1
V- NEENAH R-1878-AIOG GRATE
PLAN WANGLE FRAME
TOP ELEVATION = 3012.33
2*-0'
- r 10. OPENING (ALL SIDES)
O
V
Ht I NOTE:
FILL MATERIAL PLACED MOUND to
OUFFALL STRUCTURE SHALL BE
COMPACTED TO 95% STANDARD
PROCTOR FOR A DISTANCE OF
10' (MN.).
COMPACTED SUB -BASE KEYWAY
ISOMETRIC VIEW
f3500 P.S.I. P.C. CONC.
I 1
1iI
mom
1111111231111111111
�Y11Ij11■�-
,
E .
it■''/
111■■'
6
E
SECTION 'A' -'A' ELEVATION
DETENTION BASIN OUTFALL STRUCTURE W/ SKIMMER
NT.S.
NYLOPLAST DRAIN BASIN WITH DOME GRATE
(1,2) INTEGRATED DUCTILE RtON
GRATE TO MATCH BASIN O.D.
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
(3) VARIABLE INVERT HEIGHTS RECOMMENDATION
AVAILABLE (ACCORDING TO (MIN. MANUFACTURING
PLANSI OFF) REQ. SAME AS MIN. SLIP)
(4) VARIOUS TYPES OF INLET&OUTLET ADAPTERS
AVAILABLE 4' - 30' FOR CORRUGATED HOPE
(ADS W 12MMCOR DUAL WALL, MWANCOR
SINGLE WALL), N-12 HP, PVC SEWER (IX: SDR 35),
PVC DYN (EX: SCH 40), PVC C900IC905,
CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED ELOPE SHOWN)
I - W-3P DOME GRATES SHALL DE DUCTIE RON PER ASIM AM
GRADE 70501D5.
2 - S & 10' U1M GRATES FOORTOTEE DRAN DASNS MTH THE USE
OFAPVC"ODYTOP. SEEDRAWNGNO7001-1100k5.
3 - ORAN BASIN TORE CUSTOM MANUFACTURED ACCORCINGTO PLAN
DETAILS. RISERS ARE NEEDED FOR BASNSOVERM'DUE TO SHIPPING
RESTRICTIONS. SEEDRAWNGN0.7001-11006E
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SMUL CONFORM TO
ASTM D3212 FOR CORRUGATED FORE (ADS N-121EWICOR DUAL WNU
W12 HP, & PVC SEWER (C-24)
5- ADAPTERS CAN BE MOUNTED ON AWANGLE 0-TO35V TODEfERMJE
M&IIIA1 ANGLE BETWEEN ADAPTERS SEE DRAWING NO.70D1410D12
5 - M- 3D' DONE GRATES HAVE NOLOAD RATING.
3/8' DIA. 28 LONG
STAINLESS STEEL STUD
11-- TYPE EXPANSION ANCHOR
7- r� WITH NUT AND WASHER
WBR OPENING
PLAN
rudi
INN
SIDE VIEW
SKIMMER
PEINFM2fNT SCHEDULE, BASE
SECTION
'B' I6's®6'EW.
TABLE OF'W' DIMENSIONS
PIPE
SIZE SKEW OF CROSS DRAIN
SINGLE STRAIGHT 30' 45'
A 24' 4'-0' 4'-0' 4'-10'
M0 4'-0' 4'-7' 5'-8'
36' 4'-0' 5'-3' 6'-5-
42' 5'-3- 5'-11' T-3'
48' 5'-10' 6'-7' W-0'
60' 7'-0' 7'-10' 9'-8-
DO DOUBLE FORA' SECTION ONLY
24' 7'-0' T-10' W-5'
30, 8'-2- 9'-2' 11'-0'
36' 9'-4- 10'-6- 12'-6'
42' 10'-6' 11'-10' FV-2'
48' 11'-8- 13'-2- 15'-10'
REINFORCEMENT SCHEDULE, WALLS
SECTION
WIDTH VW)
HOR.
VERT.
4'
i4a 0IF
id's @@ 10'
BETWEEN 4'&7'
i6's®9'
i4's®10'
.A'
GREATER THAN 7'
i5's ® 4 12'
i4's 0 10'
4'
i4's06-
i4'a@910'
B
BETWEEN 4'&7'
86's06'
id's®10'
TABLE OF -T' & -N' DIMENSIONS
SECTION
WIDTH ('W)
'r
'N'
-D'
BETWEEN 4' & 1
IF- PIPE THICKNESS
8'
6-
A
GREATER THAN ]'
6' + PIPE THICKNESS
8'
8'
6'+PIPE THICKNESS
8'
8-
B
BETWEEN 4' & ]'
6-+PIPE THICKNESS
10
8-
REINFORRCEMENT SCHEDULE. TOP
DIMENSIONS
STEEL
SPECIAL PATTERN
W 1 - T OR LESS
i4's ® 8' E.W.
DIAGONAL ® DEALER
W2 - 7' OR LESS
94'a • 8' E.W.
DIAGONAL ® COVER
WI - TOR LESS
#T. W 8- EW.
DIAGONAL • COVER
W2 =TOR GREATER
14'S ®6' E.W.
DIAGONAL ® COVER
W I TOR GflFATER
i4's P 6' E W.
DIAGONAL ® COVER
W2 = 7' OR GREATER
14's 0 6' E W.
DIAGONAL ® COVER
(5) ADAPTER ANGLES VARIABLE
0° - 36T ACCORDING TO PLANS
4'MNONB'-24'
6' MN ON 30'
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6' MIN. ON S' - 24', IT MIN. ON 30'
BASED ON MANUFACTURING RED.)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1
8' - 30' - OR CLASS II MATERIAL AS DEFINED N ASTM D2321. BEDDING &
BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED &
COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
24" DRAIN BASIN
13D
N.T.S.
N PRINT DISCLOSES SUBIECTMATTER N WHICH
DRANMBY EBC
MATERIAL
MOVERDIMAVE
LOPEAST HAS PROPRIETARY FIGHTS. THE RECEIPT
9UFORD, W 3051&
t POSSESSION OF THIS PRINT DOES NOT CONFER.
DATE 0526N
PHI UMS32-2443
ANSFER, DR LICENSETHE UBE OFTHE DESIGNOR
N aast
FAX(7N)9322M
CINMN INFORMATION SHOWN HEREIN
• - {M•l��`
vera"'e
REYIS®ar cG
PROJECT iouxAME
TITLE
PRODUCTION OF THIS PRINT OR ANY INFORMATION
NTANED HEREIN, OR MANUFACTURE OF ANY
DATE i!9'i13
DRAIN BASIN TURN DOZE GRATE
ITICIE HEREFROM, FOR THE DISCLOSURE TO OTHERS
QUICK SPEC INSTALLATION
DETAIL
FORBIDDEN, EXCEPT BYSPECIFIC WRITTEN
DNG SIZE A
SCALE 1:0 SLEET
IOFi
DING NO. 7001410-M
REV C
RUSSION FROM NYLOPIAST. omu WlgnAsr
TYPICAL INSTALLATION
CONFIGURATION DETAIL
4
'..
a
_ 1' PYC ANRSPHON
PIPE ADAPTER
4
.4 ..
REMOVABLE WATERTIGHT
Ile �: EHy
ACCESS PORT, 6' OPENING ANTI -SIPHON DEVICE
4 D SNOUT
OIL -DEBRIS 4
FOOD
• OIL AND DEBRIS
I .4
1
OUTLET
PIPE
4
SEE OTE' -'
OUTLET PIPE (HIDDEN) ._
_ SOLIDS SETTLE ON !"4
FRONT VIEW SIDE NEW e • BOTTOM
r 's-ef
SNOUT OIL -WATER -DEBRIS SEPARATOR
NOTES:
1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE
AS MANUFACTURED BY:
BEST MANAGEMENF PRODUCTS. INC.
53 MT. ARCHER RD.
LYME, CT 06371
(860) 434.02T7, [phone] FAX
TOLL FREE: [phone] OR [phone]
WEB SITE: W .MnpNc,can
OR PRE -APPROVED EQUAL
2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH
ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM OA 25 LAMINATE THICKNESS.
3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE,
AND AN ANTI -SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL)
4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS
PER MANUFACTURER'S RECOMMENDATION.
5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE EQUAL TO 1/2 THE
OUTLET PIPE DIAMETER WITH A MINIMUM DISTANCE OF 6' FOR PIPES <12' I.D.
6. THE ANTI -SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF T AND A MAXIMUM OF
24' ACCORDING TO STRUCTURE CONFIGURATION.
7. THE SURFACE OF T14E STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED
SMOOTH AND FREE OF LOOSE MATERIAL.
B. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3U8' STAINLESS
STEEL BOLTS AND OIL -RESISTANT GASKET AS SUPPLIED BY MANUFACTURER, (SEE
INSTALLATION DETAIL)
9. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED
INSTALLATION KIT.
INSTALLATION KIT SHALL INCLUDE:
A INSTALLATION INSTRUCTIONS
B. PVC ANTI -SIPHON VENT PIPE AND ADAPTER
C. OIL -RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING
D. 318' STAINLESS STEEL BOLTS
E. ANCHOR SHIELDS
US Patent # 6126817
'NOTE- SUMP DEPTH Or 36' MIN. FOR <OR= 1T DIAM.
OUTLET. FOR OUTLETS >OR= IF. /S, DEPTH = 2S5 3X DNA.
INSTALLATION DETAIL
DETAIL B
FOAM GASKET W/
PSA BACKING
(TRIM TO LENGTH)
MOUND
ANCHOR W/BOLT FLANGE
SEE DETAIL A)
D INSTALLATION NOTE:
at
POSITION HOOD SUCH THAT
T BOTTOM FLANGE IS A
12 D DISTANCE OF 12 OUTLET
J- PIPE DIAMETER (MIN.)
BELOW THE PIPE INVERT.
GASKET MINUMUM DISTANCE FOR
COMPRESSED PIPES <1T LD. IS T.
BETWEEN HOOD
• AND STRUCTURE DETAIL
(SEE DETAIL e)
DRILLED ANCHOR
HOLE SHIELD STAINLESS
BOLT
EXPANSION CONE
(NARROW END OUT)
HOOD SPECIFICATION FOR
CATCH BASINS AND
WATER QUALITY STRUCTURES
DESCRIPTION DATE SCALE
OIL -DEBRIS HOOD 09/08/00 NONE
SPECIFICATION AND
INSTALLATION DRAWING NUMBER
(TYPICAL) SP-SN
SNOUT
13C
(IN SOME INSTANCES, THIS STRUCTURE
MAY BE A PIPE, END SECTION, OR
SPLASH PAR. (SEE PLAN)
NOTE: FOP PAR PAD TO BE
CENTERED ON STRUCTURE
OR PIPE.
COFPACTO
BACKHLL
1.0' MN.
(TYP.)
PEACE HIP -RAP IN ALL AREAS INDICATED ON THE DRAWING. THE STONE SHALL
CONSIST OF FIELD STONE OR ROUGH, UNHEWN QUARRY STONE AS NEARLY UNIFORM
IN SECTION AS IS PRACTICAL THE STONES SHALL BE DENSE. RESISTANT TO THE
ACTION OF AIR AND WATER, AND SUITABLE IN ALL ASPECTS FOR THE PURPOSE
INTENDED. UNLESS OTHERWISE SPECIFIED, ALL STONES USED AS RIP - RAP SHALL
WEIGH BETWEEN 50-150 POUNDS EACH, AND AT LEAST 60 PERCENT OF THE STONES
SHALL WEIGH MORE THAN 100 POUNDS EACH.
RIP -RAP PAD
17D
NI
WOVEN WIRE FENCE (MN. 14 12 GAUGE,
f�MAX 6' MESH SPACING) WITH FILTER CLOTH COVER
POSTS: STEEL EITHER T OR U TYPE OR 2-x2- HARDWOOD
FENCE: WOVEN WIRE, 14-12 GA 6' MAX MESH OPENING
FILTER FABRIC:
I. MRAH 14ONS
(((--- COMPACTED 2. PFUL IPS M SUPAC 4NP
J FILL r GROUND LINE
3. DUPONT TYPAR 3341
FLOW
T OR APPROVED EQUAL
EXTENDWIREFENCEA -""\ - ��/✓//-//\����/%
MN. OFT INTO TRENCH �� �J'\�
4'Xq
EMBEDDED FILTER FABRIC TRENCH v
MN. 8' INTO GROL"JD
CROSS-SECTION
I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIFE ALES OR STAPLES.
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIFE FENCE WITH ALES SPACED EVERY
24' AT TOP AND MD SECTION.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED
BY 6' AND FOLDED.
4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL
SHALL BE REMOVED WHEN'BULGES' DEVELOP IN THE SILT FENCE.
TEMPORARY SILT FENCE
$F
N.T.S
hr - Nt ••.•••.•••.•••.•••.•••.•
Im
N.T.S.
2 LAYERS
6 MIL PLASTIC LINING
WOOD FRAME
SECURELY
FASTENED
AROUND ENTIRE
PERIMETER WITH
TWO OPPOSING
STAKES
PAINTED
WHITE
PLYWOOD
CONCRETE
BLACK LETTERS 6"
3' HEIGHT
31
WOOD POSTS
--f-J_ 4"x4"z8'
STAKE (TYPJ CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
ICKED
2"x12" ROUGH
WOOD FRAME
NOTES:
1. -DENOTES THE INTERIOR DIMENSION.
2. CONCRETE WASHOUT SHALL BE AT LEAST 50 FT
FROM ANY STORM SEWER INLET.
3. THE CONCRETE WASHOUT SIGN SHALL BE
INSTALLED WITHIN 30 FT. OF THE TEMPORARY
CONCRETE WASHOUT FACILITY.
SECTION A -A
N.T.S.
TEMPORARY CONCRETE WASHOUT
Dw
(ABOVE GRADE)
N.T.S.
POSTS,
INTO
RIC
FENCE
CURB
OPENING
STORM I - -
GRATE
�• ILIFT a a I
STRAPS
•�� ����• (CURB I i
FILTER
� I i
REINFORCED I�
CORNERS I
OO �I Optional outflow ports
I I I
00
I I
I
- 1
Manageable
2 foot containment
area DUMPING
I STRAPS
' e
L56r/f/G!!a( ll.2B Zoa.
10
TEMPORARY DANDY BAG
INLET PROTECTION
N.T.S.
N.C. COA pC-3798
•, a,•nunMrrl
C =�52u
y,Js-� Lrlrrafl,r _
Engineering of North Carolina, Inc.
ENGINEERS PLANNERS SURVEYORS
LANDSCAPE ARCHITECTS ENVIRONMENTAL SCIENTISTS
2025 Centre Pointe Blvd., Suite 210 [phone]
Mendota Heights, MN 55120 [phone]
THE BROADWAY GROUP
�/y�NC�-105 6 4CW HD. p�
DETAIL SHEET // REV DATE SHEET NO,
10116116 C9
REV-2
2018 Ce EM lityawM/G OF NORTH CAROLINA, LNG