HomeMy WebLinkAboutSW6210505_Plansheet - (Set)_20210723� N/F
J '//`SOVRAN BANK N A C/O C B
MACKETHAN
/ DB 2489, PG. 238
P I N_-11.433-3\ 74-
—FW
0 50 100 200
SCALE: 1 " = 100'
OVERALL SITE DATA
PROJECT NAME:
SITE ADDRESS:
COUNTY:
PARCEL PIN #:
PARCEL OWNER:
PARCEL GROSS ACREAGE (BEFORE R.O.W. DEDICATION)
PARCEL NET ACREAGE (AFTER R.O.W. DEDICATION):
CURRENT ZONING:
PROPOSED ZONING:
EXISTING LAND USE:
PROPOSED LAND USE:
RIVER BASIN:
TOTAL LIMITS OF DISTURBANCE:
TOTAL IMPERVIOUS SURFACE AREA:
PARKING DATA:
REQUIRED PARKING:
PROPOSED PARKING:
TOTAL PARKING:
SITE
NORTH
FTCC, CUMBERLAND COUNTY FIRE & RESCUE TRAINING CENTER
CUMBERLAND INDUSTRIAL CENTER REV LOT 43 & 37
CUMBERLAND COUNTY
0433-28-2750 AND 0433-38-5536
FAYETTEVILLE TECHNICAL COMMUNITY COLLEGE
1,324,032 SF / 30.4 AC (TOTAL)
1,324,032 SF / 30.4 AC (TOTAL)
M(P)
M(P)
INDUSTRIAL
INSTITUTIONAL
CAPE FEAR
643,338 SF / 14.77 AC
218.577 SF / 5.02 AC
56 PUBLIC SPACES
65 PUBLIC SPACES, 11 AUTHORIZED PERSONNEL ONLY SPACES
76 SPACES
(PARKING CALCULATIONS DETERMINED BY 1 SPACE PER 300
GSF WITH 16,705 GSF OF CLASSROOM AND OFFICEAREAS OF
THE CLASSROOM BUILDING. THE APPARATUS BAY, COLD
TRAINING TOWER, AND BURN BUILDING ARE EXCLUDED FROM
THETOTAL GSF.)
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email office@hh-arch.com
r713
STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NC 27603
T 919.380.8750
www.stewartinc.com
FIRM LICENSE #: C-1051
PROJECT #: L19032
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NO. REVISION DATE
1 ADDENDUM #2 04.07.21
2 ADDENDUM #3 04.13.21
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JOB NUMBER
19-071
DATE ISSUED
03/12/2021
PROJECT STATUS
CONSTRUCTION
DOCUMENTS
SHEET
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SITE KEY PLAN
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CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
BEARING
C1
165.37'
548.08'
17°17'15"
83.32'
164.74'
S43°12'31"W
C2
153.85'
454.90'
19°22'42"
77.67'
153.12'
S43°54'48"W
C3
41.60'
50.00'
47°40'06"
22.09'
40.41'
N87°21'56"W
C4
21.03'
25.00'
48'11'50"
11.18,
20.42'
N87°06'27"W
C5
187.94'
489.46'
22°00'00"
95.14'
186.79'
N52°00'32"W
C6
81.08'
50.00'
92°54'47"
52.61'
72.49'
N05°26'51 "E
C7
81.95'
50.00'
1 93-54-48"
53.54'
73.08'
N04°56'40"E
5
CU + + +
RWM J ( \ 'k\'\+ + +
W a o is \ �\� i'\+ +\+ + ++ 07�\ N/F
N o + + G+\ CUMBERLAND COUNTY
2 I 00 �o\ \\�\+ +\+ + �6 DB 2927, PG. 149
o ^ \, ti�� x Oy.\0f/ +t + + ,0 LOT 36B - PB 120, PG. 137
�\ \ L ►WE ' \ �I� \+ + + + PIN 0433-29-6400-
'Att
�w 299� � � \ o �Q� � � \ ,\ ,, � WF1, +)+ +�� + +
\ 115
SANITARY SEWER TABLE
SSMH #1 RIM: 89.65'
IN(S): NO ACCESS
OUT(NE): 78.07' - 8"PVC TO SSMH #2
SSMH #2
RIM: 93.30'
IN(S): 80.65' - 8"PVC FROM SSMH #1
IN(N): 80.65' - 8"PVC STUB
OUT(NW): 80.60' - 8"PVC TO SSMH #3
SSMH #3
RIM: 92.12'
IN(SW): 79.62' - 8"PVC FROM SSMH #2
OUT(NE): 79.62' -8"PVC TO SSMH #4
SSMH #4
RIM: 87.93'
IN(SW): 78.53' - 8"PVC FROM SSMH #3
IN(NW): 77.88' - 8"PVC FROM SSMH #5
OUT(SE): 77.78' - 8"PVC TO SSMH #6
SSMH #5
RIM: 85.34'
IN(NW): 79.74' - 8"PVC FROM NW
OUT(SE):79.64' - 8"PVC TO SSMH #4
SSMH #6
RIM: 82.12'
IN(NW): 76.17' - 8"PVC FROM SSMH #4
IN(SE): 75.37' - 18"PVC FROM SSMH #8
OUT(NE): 75.37' - 18"DIP TO SSMH #7
SSMH #7
RIM: 83.37'
IN(SE): 74.47' - 18"DIP FROM SSMH #6
ROCKFISH CREEK INTERCEPTOR
SSMH #8
RIM: 82.54'
IN(SW): 76.14 - 18"PVC FROM SSMH #9
OUT(NW): 76.04' - 18"PVC TO SSMH #6
SSMH #9
RIM: 89.42'
IN(SW): 76.87' - 18"PVC FROM SSMH #10
OUT(NE): 76.92' - 18"PVC TO SSMH #8
SSMH #10
RIM: 95.54'
IN(SW): 77.59' - 18"PVC FROM SW
IN(SE): 85.14' - 8"PVC FROM SE
E
OUT(NE):77.54' - 18"PVC TO SSMH #9
a-
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l \ ` 0.2% FLOOD - `
\ �+
\ I I 1%FLOOD
I ..� N/F
\ \ ISAAC 1, \ YOUNG DB 251, PG.G.7373
\ PIN 0433-39 6751
SSMH #5 \ \
N/F
\ v \ \ SOVRAN BANK N A C/O C B
MACKETHAN \
DB 2489, PG. 238 \
00 F PIN 0433-38-9774- \
lO <) �O L4 P L5 �L6 \ \
~ ( \ \ ) N\ N) + + + \ A�X,;� 724'%c• \� 6 ROPERTY FOLLOWS NO
\,a + + `2 C 00 ` 6 WASH OUT Rrye \I
x \ O �\ + + �k, + •pO -� G,L`L 48"CMP ' r� �9H� cf�
+ + + � . � FES: 51.01' C'1� O., �� \
LINE TABLE
LINE
BEARING
DISTANCE
L1
N38°13'22"W
15.09'
L2
N81°21'14"W
70.45'
L3
N36°35'29"W
81.54'
L4
S78°06'41 "E
51.30'
L5
S86°38'00"E
92.40'
L6
S83°17'25"E
92.88'
L7
S61 °41'57"E
80.11'
L8
S41°11'10"E
57.68'
L9
S26°33'55"E
60.66'
L10
S23°57'45"E
106.88'
L11
S11°27'32"E
136.56'
L12
S10°37'11"E
88.33'
L13
S30°02'26"E
16.34'
L14
N41 °00'32"W
73.04'
L15
N51°54'15"E
160.59'
\=60 SyC 0��� �\ SSMH #7
PW
�- + + + + ,0 N89° 59` 58"E 359 56 �\ \ i �� �An
fj*`
�+ +� + + + + + + + + +l +/ }� + \ 2 \ CUMBERLAND COUNTY EIRO. // N l l `
+ + + + moo + + + l + l 1 y4, y �//� ,t \C q \ DB 2927, PG. 149 SSMH #4 E1�NOT \
\�\ 6,9 J l� ��� n °N'7711}} \� + + +i + t - + + C' S, LOT 36A - PB 120, PG. 137 p
\\ \�`� -�� _��J J `� " \ +• 6+ + + \ 150858 SWETF3D463 AC +`� \ `Fqs, PIN 0433-28-9994- J Oh " OU�JB-
�, p h wF+ss + +��+ + + + + + +) + SS Ae cP S �� AN. -IV
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\\ y� �\ + Q wl 46 + + + + 4 \ �2 ° O`l. '� �f \. S <
O QO / x Oh 3 + + .+ + + C + + 90 + + *+ 00 36y\ \\ O �"T
S
\ / '`l
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) SS
WIF
5+ �j� + + +•+^
WF �64_ % J Y
L'490 , + /+v WF 63 �� \ ) 00h ,�c y\ +\fi+ +`�+
J+ +' f\ x
0Wd \\ \\ �° \\ \ N/F ~\ 5� q1 WF 2 I 1 O Z
95� THE�TRI�TE OF + ) +
�- FA�Y T VIL E TE HNICAL \ + + + + / oo i90 /
h� D �A1 Y 478, P COLLEGE
E \ I 4 +r+ �1
x O [ LOTg*413 PB 91 LPG. 44 --� ®�+ �� x
\ \ / PIN 0)133-26-2759� 4- \+ + ' f ,e ��
OOR AREA: 714 369 SF / 16.400 AC �\ WF 56 �t 7 0o \��
x
STORM DRAINAGE TABLE ��`S�9 \% �- ; h 1 `"iF 57 WIF 9 G
DMH #1 RIM. 90.80' \ (I `� . UyA ,� \ O
IN(SW): 85.20' - 30"RCP �z/ C \ I DMH #1
OUT(SE): 85.20' - 30"RCP TO FES �O \ \\\\ Q 5�`� Ln I i \ YDI #2 pGej.Q ,
�li� �#3
YDI #2 TOP: 90.57' \ !i �� , 6+ O �`
(LID KNOCKED OFF) \ ��\ t� �QG V �` /� O FAGS/5
OUT(S): 86.02' - 18"RCP TO CB #3 i�
CB #4
CB #3 TOC: 92.23'
IN(N): 86.23' - 18"RCP FROM YDI #2
OUT(S): 86.03' - 18"RCP TO CB #4 \
`\ G
CB #4 TOC: 92.27' \ \ \ /� / Ari / Fo
IN(N): 85.72' - 18"RCP FROM CB #3 \ \ 2 GQ / iwo Q QG
N\\
OUT(S): 85.72 - 18"RCP TO NOT FOUND
CB #5 TOC: 91.66'
IN(N): 85.91' - 15"RCP FROM NORTH \ .5
OUT(SE): 85.61' - 15"RCP TO CB#6
CB #6
TOC: 92.12'
IN(N): 84.72' - 15"RCP FROM CB #5
OUT(S): 84.67' - 18"RCP TO FES
CB #7
TOC: 91.37'
IN(SW): 85.95' - 15"RCP FROM SW
OUT(NE): 85.87' - 18"RCP TO CB #8
CB #8
TOC: 91.26'
IN(NW): 85.51' - 18°RCP TO DMH #9
OUT(SW): 85.56' - 18"RCP TO CB #7
DMH #9
RIM: 92.49'
IN(SE): 84.27' - 18"RCP FROM CB #8
IN(W): 83.29' - 48"CMP FROM DITCH
OUT(NE): 83.19' 48"CMP TO DITCH
CB #9
TOC: 91.13'
IN(SW): 85.83' - 15"RCP FROM SW
OUT(NW): 85.83' - 15"RCP TO CB #10
CB #10
TOC: 91.16'
IN(SW): 86.76' - 15"RCP FROM CB#9
OUT(NE): 86.66' - 15"RCP TO FES
GENERAL NOTES
1. THIS SURVEY MAP IS INTENDED TO REPRESENT THE EXISTING CON DITIONS/TOPOGRAPHY ON A PORTION OF
THE PROPERTY OF THE TRUSTEES OF FAYETTEVILLE TECHNICAL COMMUNITY COLLEGE, PIN 0433-28-2750- &
0433-38-5536-, AND IS NOT A BOUNDARY SURVEY. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A
TITLE REPORT AND THEREFORE ALL ENCUMBRANCES UPON THE PROPERTY MAY NOT BE SHOWN.
2. THE PROPERTY LINES SHOWN HEREON HAVE BEEN CONFIRMED FROM A PARTIAL SURVEY BY STEWART
ENGINEERING. PROPERTY LINES SHOWN TAKEN FROM PLAT BOOK 91, PAGE 44, RECOVERED MONUMENTS AND
OTHER REFERENCES AS SHOWN HEREON.
3. HORIZONTAL DATUM IS NAD 83 (2011) AND VERTICAL DATUM IS NAVD88. BASED ON GPS METHODS USING
REAL-TIME KINEMATIC SOLUTIONS FOR THE SURVEY CONTROL POINTS SHOWN HEREON AND TIED TO NORTH
CAROLINA GEODETIC SURVEY MONUMENT "VENTURE" AS SHOWN.
4. THIS DRAWING DOES NOT CONFORM TO N.C. GS47-30 AND THEREFORE IS NOT FOR RECORDATION.
5. UTILITIES SHOWN HEREON ARE BASED SOLELY ON ABOVE -GROUND VISIBLE EVIDENCE. NO UTILITY
DESIGNATION/MARKING SERVICES WERE PERFORMED AS A PART OF THIS SURVEY. CONTRACTOR SHALL FIELD
VERIFY THE LOCATION OF ALL UTILITIES BEFORE COMMENCING CONSTRUCTION. WATER LINE SHOWN PER PWC
GIS RECORDS.
6. TREES SHOWN HEREON MAY NOT REPRESENT ALL VEGETATION ON THE SUBJECT PROPERTY.
7. THE SUBJECT PROPERTY IS ZONED "M(P)" (CUMBERLAND COUNTY).
8. THE SUBJECT PROPERTY LIES IN ZONES X (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE AND
FUTURE CONDITIONS 1% ANNUAL CHANCE FLOODPLAIN), X (SHADED) (AREA OF 0.2% ANNUAL CHANCE FLOOD;
AREAS OF FUTURE CONDITIONS 1% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH
AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS OF LESS THAN 1 SQUARE MILE; AND
AREAS PROTECTED BY LEVEES FROM 1 % ANNUAL CHANCE FLOOD), AE (AREA DETERMINED TO BE INSIDE THE
1% ANNUAL CHANCE FLOOD, BASE FLOOD ELEVATIONS DETERMINED), AND FLOODWAY (DELINEATED
FLOODWAY OF A STREAM). BASED ON THE FLOOD INSURANCE RATE MAP NUMBER 3720043300J DATED
01-05-2007. FLOOD HAZARD LINES SHOWN HEREON ARE FROM FRIS.NC.GOV AND FOR REFERENCE ONLY.
9. WETLANDS SHOWN HEREON HAVE NOT BEEN VERIFIED BY USACE.
15"RCP FES
93.26' (N)
93.23'(S)
RIM:95.79\
IN(N): 86.99' - 24"RCP
IN(W): 92.99' - 15"RCP `
IN(SW): 86.79' - 24"RCP L
OUT(NE): 86.69' - 30"RCP
y �
DROP INLET 'z
TOP CONC: 94.42' O�Q
THROAT INLET: 93.82'
OUT(S): 90.72' - 18"RCP
QO�1111<_
QGOpO�o�G�QS�NIS
Jp� 401?
q0 GL
SURVEY CONTROL
1 438,750.2051
2,031,719.8473
110.05
TRAV-1-IR WCAP
2 438,476.9067
2,032,047.9333
101.76
TRAV-2-IR WCAP
8 438,327.0642
2,033,932.5470
88.18
TRAV-8-IR WCAP
9 438,781.2367
2,033,719.5816
81.59
TRAV-9-IR WCAP
NORTH
NAD83(2011)
0 50 100 200
SCALE: 1" = 100'
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F OMI�Y CECHNICAL`� �90�\
Q�LEGE
DB 10478, PG. 571
LOT 37 - PB 1, PG. 44
/G \ PIN 04 -38- 36:�._ X
AREA: 6U9,664 SF / 13.996 A -
Q C \ (TOT E NORTH tS'FB.J= OF ROCKFISH CR EK) \
+� \ WETLANDS J O°�� l\ `, / / /�07 . O
\` +� 9t 9 32,820 SF / 0.753 AC X 1 \\ /gaol\_
S. +� r` [yt, 1 \�E:2033932.5�7' .
EL:88.18
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+ 94
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99 �, o'` YR a
N/F
PIEDMONT NATURAL GAS CO INC
DB 9749, PG. 614
LOT 42 - PB 98, PG. 44
PIN 0433-37-0830-
LEGEND
CONTROL POINT
0 EIRO.5
EXISTING 1/2" IRON ROD
0 EIRB
EXISTING IRON ROD -BENT
0 RWM
R/W MON. FOUND
RWM D
R/W MON. FOUND DISTURBED
CALCULATED POINT
®
CURB INLET
®
STORM MANHOLE
®
SEWER MANHOLE
a
FIRE HYDRANT
WV
N
WATER VALVE
GV
GAS VALVE
TPED
O
TEL-COM PEDESTAL
®
POWER BOX/METER
GUY WIRE
0
UTILITY POLE
v
SIGN
• GATE
GATE
0 WF
WETLAND FLAG
- -
0.2% CHANCE FLOOD LINE
-
1% CHANCE FLOOD LINE
-FW-
FLOODWAY LINE
X
WIRE FENCE
- O -
CHAIN LINK FENCE
TREELINE
-SS-
SANITARY SEWER LINE
- -
STORM DRAIN LINE
-OHW-
OVERHEAD WIRES
- W -
GIS WATER LINE
90
�\ C C3 E 0A j=•
44
CB #9 \ ��,
300 �4
0 P FCky
U
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SSMH #10 /
S /
LEGEND
®
FIBER OPTIC BOX
FOWP
0
FIBER OPTIC MARKER
FES -
34 FLARED END SECTION
DMH
DRAINAGE MANHOLE
DIP
DUCTILE IRON PIPE
PVC
POLYVINYL CHLORIDE PIPE
YDI
YARD DRAINAGE INLET
RCP
REINFORCED CONCRETE PIPE
TOC
TOP OF CURB
CB
CATCH BASIN
WIR
WIRE FENCE
SSMH
SANITARY SEWER MANHOLE
CMP
CORRUGATED METAL PIPE
/��
I, JORDAN M. SCHOFF, CERTIFY THAT THIS PROJECT WAS COMPLETED
UNDER MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION; THAT THIS GROUND AND AIRBORNE
SURVEY WAS PERFORMED AT THE 95 PERCENT CONFIDENCE LEVEL TO
MEET FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THIS
SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A
TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS A AND
VERTICAL ACCURACY WHEN APPLICABLE TO THE CLASS B STANDARD, AND
THAT THE ORIGINAL DATA WAS OBTAINED IN JANUARY OF 2020; THAT THE
SURVEY WAS COMPLETED ON JANUARY 20, 2020 AND UPDATED ON
JANUARY 27, 2020; THAT CONTOURS SHOWN AS [CONTINUOUS LINES] MAY
NOT MEET THE STATED STANDARD; AND ALL COORDINATES ARE BASED
ON NAD83(2011) AND ALL ELEVATIONS ARE BASED ON NAVD 88.
.Docuftned by:
f �&" -vw,r -f
J0Z_DbN M. SCHOFF, PI-Sof 4939
E13E49EF03AC48B...
r _!11
STEWART
5410 OLD POOLE RD FIRM LICENSE M C-1051
RALEIGH, NC 27610 www.stewartinc.com
T 919.380.8750 PROJECT #: L19032
Vicinity Map:
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TOM STARLING R
T
NORTH
N.T.S.
Title:
TOPOGRAPHIC SURVEY
FOR:
FTCC
FIRE AND EMERGENCY
RESPONSE TRAINING
CENTER
GRAYS CREEK TOWNSHIP, FAYETTEVILLE
CUMBERLAND COUNTY, NORTH CAROLINA
DATE: JANUARY 20, 2020 SCALE: 1" = 100'
CONTOUR INTERVAL = 1 FOOT
Revisions:
No. Date Description
01 01-27-2020 ADD TOM STARLING RD
02 01-12-2021 UPDATED LEGEND
Seal:
♦ O� .000S •. �� �i
SEAL 7
L-4939 r:
C •
OHOi ••.....•••• ♦♦
Project number: L19032 Sheet:
Date: 01-20-2020
Drawn by: JMS
Checked by: CRD 1 of 1
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email office@hh-arch.com
r�
STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NC 27603
T 919.380.8750
www.stewartinc.com
FIRM LICENSE #: C-1051
PROJECT #: L19032
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1 ADDENDUM #2 04.07.21
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19-071
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DATE ISSUED
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SITE ADDRESS:
PARCEL PIN #:
PARCEL ACREAGE:
TOTAL BUILDING SQUARE FOOTAGE:
LIMIT OF DISTURBANCE AREA:
EXISTING IMPERVIOUS AREA:
PROPOSED IMPERVIOUS SURFACE AREA:
PARKING DATA:
REQUIRED PARKING:
PROPOSED PARKING:
TOTAL PARKING:
0 25 50 100
SCALE: 1 " = 50'
WEST PARCEL SITE DATA
CUMBERLAND INDUSTRIAL CENTER REV LOT 43
0433-28-2750
714,368 SF / 16.4 AC
24,979 SF
322,781 SF / 7.41 AC
0.0SF/0.0AC
125,443 SF / 2.88 AC
56 PUBLIC SPACES
SITE
NORTH
65 PUBLIC SPACES
65 PUBLIC SPACES
(PARKING CALCULATIONS DETERMINED BY 1 SPACE PER 300
GSF WITH 16,705 GSF OF CLASSROOM AND OFFICE AREAS OF
THE CLASSROOM BUILDING. THE APPARATUS BAY, COLD
TRAINING TOWER, AND BURN BUILDING ARE EXCLUDED FROM
THE TOTAL GSF.)
SITE LEGEND:
NUMBER
SYMBOL DESCRIPTION
DETAIL
REFERENCE
N/A
PROPOSED BUILDING
SEE ARCH. PLANS
AP1
HEAVY DUTY ASPHALT
1/C900
AP2
LIGHT DUTY ASPHALT
1/C900
CP1
HEAVY DUTY CONCRETE
2/C900
LIGHT DUTY CONCRETE
2/C900
ST1
AGGREGATE PAVING
3/C900
CG1
30" CURB & GUTTER
6/C900
CG2
24" CURB & GUTTER
6/C900
CG3
24" MOUNTABLE CURB & GUTTER
7/C900
CG4
24" FLUSH CURB
N/A
CG5
24" CURB AND GUTTER TO
8/C900
MOUNTABLE CURB TRANSITION
CG6
30" TO 24" CURB AND
N/A
GUTTER TRANSITION
G1
AUTOMATED CANTILEVER GATE
1/C903
G2
MANUAL CANTILEVER GATE
1/C903
G3
CHAIN LINK SINGLE SWING GATE
3/C903
G4
CHAIN LINK DOUBLE SWING GATE
3/C903
CR2
CURB RAMP TYPE 2
10/C900
CR3
CURB RAMP TYPE 3
11/C900
CR4
CURB TAPER
8/C900
CS1
WHEEL STOP
10/C901
LT1
SINGLE FIXTURE LIGHT POLE
SEE MEP PLANS
LT2
DOUBLE FIXTURE LIGHT POLE
SEE MEP PLANS
B1
STEEL BOLLARD
1/C902
FP M7
HIGH VISIBILITY CROSSWALK
N/A
PM2
STOP BAR
N/A
S2
STOP SIGN
N/A
S3
AUTHORIZED USE ONLY SIGN
N/A
F1
6' HIGH CHAIN LINK FENCE (ALTERNATE)
2/C903
PJ1
PAVING CONTROL JOINT
5/C900
PJ2
PAVING EXPANSION JOINT
5/C900
TIP TREE PROTECTION
FENCE
——
EASEMENT
— — PROPERTY LINE
LIMITS OF DISTURBANCE
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email office@hh-arch.com
r713
STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NC 27603
T 919.380.8750
www.stewartinc.com
FIRM LICENSE #: C-1051
PROJECT #: L19032
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DATE ISSUED
03/12/2021
PROJECT STATUS
CONSTRUCTION
DOCUMENTS
SHEET
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EAST PARCEL SITE DATA
SITE ADDRESS: CUMBERLAND INDUSTRIAL CENTER REV LOT 37
PARCEL PIN #: 0433-38-5536
PARCEL ACREAGE: 609,664 SF / 14.0 AC
TOTAL BUILDING SQUARE FOOTAGE: 3,432 SF
LIMIT OF DISTURBANCE AREA: 186,820 SF / 4.29 AC
EXISTING IMPERVIOUS AREA: 0.0 SF / 0.0 AC
PROPOSED IMPERVIOUS SURFACE AREA: 93,134 SF / 2.14 AC
PARKING DATA:
REQUIRED PARKING:
PROPOSED PARKING:
TOTAL PARKING:
0 PUBLIC SPACES
SITE
NORTH
11 AUTHORIZED PERSONNEL ONLY SPACES
11 SPACES
(PARKING CALCULATIONS DETERMINED BY 1 SPACE PER 300
GSF WITH 16,705 GSF OF CLASSROOM AND OFFICEAREAS OF
THE CLASSROOM BUILDING. THE APPARATUS BAY, COLD
TRAINING TOWER, AND BURN BUILDING ARE EXCLUDED FROM
THETOTAL GSF.)
SITE LEGEND:
NUMBER
SYMBOL DESCRIPTION
DETAIL
REFERENCE
N/A
PROPOSED BUILDING
SEE ARCH. PLANS
AP1
HEAVY DUTY ASPHALT
1/C900
AP2
LIGHT DUTY ASPHALT
1/C900
CP1
HEAVY DUTY CONCRETE
2/C900
LIGHT DUTY CONCRETE
2/C900
ST1
AGGREGATE PAVING
3/C900
CG1
30" CURB & GUTTER
6/C900
CG2
24" CURB & GUTTER
6/C900
CG3
24" MOUNTABLE CURB & GUTTER
7/C900
CG4
24" FLUSH CURB
N/A
CG5
24" CURB AND GUTTER TO
8/C900
MOUNTABLE CURB TRANSITION
CG6
30" TO 24" CURB AND
N/A
GUTTER TRANSITION
G1
AUTOMATED CANTILEVER GATE
1/C903
G2
MANUAL CANTILEVER GATE
1/C903
G3
CHAIN LINK SINGLE SWING GATE
3/C903
G4
CHAIN LINK DOUBLE SWING GATE
3/C903
CR2
CURB RAMP TYPE 2
10/C900
CR3
CURB RAMP TYPE 3
11/C900
CR4
CURB TAPER
8/C900
CS1
WHEEL STOP
10/C901
LT1
SINGLE FIXTURE LIGHT POLE
SEE MEP PLANS
LT2
DOUBLE FIXTURE LIGHT POLE
SEE MEP PLANS
B1
STEEL BOLLARD
1/C902
PM1
HIGH VISIBILITY CROSSWALK
N/A
PM2
STOP BAR
N/A
S2
STOP SIGN
N/A
S3
AUTHORIZED USE ONLY SIGN
N/A
F1
6' HIGH CHAIN LINK FENCE (ALTERNATE)
2/C903
PJ1
PAVING CONTROL JOINT
5/C900
PJ2
PAVING EXPANSION JOINT
5/C900
TP TREE PROTECTION
FENCE
——
EASEMENT
— — PROPERTY LINE
LIMITS OF DISTURBANCE
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email office@hh-arch.com
1 ✓�
STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NC 27603
T 919.380.8750
www.stewartinc.com
FIRM LICENSE #: C-1051
PROJECT #: L19032
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03/12/2021
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WASTE AND RECYCLING ENCLOSURE ..,
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+ + + + + + + + + + x + ('.s-a �\ I I /
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— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CP2
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° DENOTES AREA TO BE I
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d HEAD TURN -AROUND \ PURPOSES, NO UNDERGROUND PA
Q ° . / CR2/CR3 AlN tl321tl JNIOtlOI
I \ UTILITIES TO BE LOCATED °
4 I WITHIN THIS AREA
x SITE LEGEND:
I PA I 1 I 0- NUMBER SYMBOL DESCRIPTION DETAIL
I REFERENCE
1 1 N/A PROPOSED BUILDING SEE ARCH. PLANS
1 I 1 AP1 HEAVY DUTY ASPHALT 1/C900
50' BUIJING SETBACKI
1 AP2 � LIGHT DUTY ASPHALT 1/C900
�1
CP1 HEAVY DUTY CONCRETE 2/C900
LIGHT DUTY CONCRETE 2/C900
I 1`_ 1 I ST1 AGGREGATE PAVING 3/C900
CG1 30" CURB & GUTTER 6/C900
24" CURB & GUTTER 6/C900
0
24" MOUNTABLE CURB & GUTTER 7/C900
� 1 0
24" FLUSH CURB N/A
P2 \ ❑ AREA FOR FUTURE 24" CURB AND GUTTER TO
MONUMENT SIGN CG5 MOUNTABLE CURB TRANSITION 8/C900
\ I (N.I.C.)
CG6 30" TO 24" CURB AND N/A
/ PA GUTTER TRANSITION
AUTOMATED CANTILEVER GATE 1/C903
i
I I G2 MANUAL CANTILEVER GATE 1/C903
CHAIN LINK SINGLE SWING GATE 3/C903
i
I 1 G4 CHAIN LINK DOUBLE SWING GATE 3/C903
CR2 CURB RAMP TYPE 2 10/C900
CR3 CURB RAMP TYPE 3 11/C900
PM1
I 1
CG6 I I CG1 CR4 CURB TAPER 8/C900
I I 1
CS1 WHEEL STOP 10/C901
�1 LT1 SINGLE FIXTURE LIGHT POLE SEE MEP PLANS
PM2 i LT2 DOUBLE FIXTURE LIGHT POLE SEE MEP PLANS
B1 STEEL BOLLARD 1/C902
1 ' PM1 HIGH VISIBILITY CROSSWALK N/A
PA I I 1
I I ' PM2 STOP BAR N/A
STOP SIGN N/A
1 1� S3 AUTHORIZED USE ONLY SIGN N/A
1
� F1 6' HIGH CHAIN LINK FENCE (ALTERNATE) 2/C903
I I 1
PAVING CONTROL JOINT 5/C900
1 �
PAVING EXPANSION JOINT 5/C900
� o
TP TREE PROTECTION FENCE
` — EASEMENT
SFORMER (PROVIDED BY FAYPWC) I �
PROPERTY LINE
75' BUILDING SETBACK I ` LIMITS OF DISTURBANCE
°
\1 �� pq GENERATOR ENCLOSURE (SEE
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o PJ2 ARCHITECTURAL SHEETS) I
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UNDERGROUND UTILITIES TO BE
LOCATED WITHIN THIS AREA I _
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x x EXTENTS OF BUILDING
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RIABLE PUBLIC-Rl� NORTH
� — — SCALE: 1 " = 20'
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email office@hh-arch.com
r713
STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NC 27603
T 919.380.8750
www.stewartinc.com
FIRM LICENSE #: C-1051
PROJECT #: L19032
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LIGHT DUTY ASPHALT
1/C900
CP1
HEAVY DUTY CONCRETE
2/C900
0.2% F
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LIGHT DUTY CONCRETE
2/C900
STORMWATER
\
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\ MEASURE
\
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3/C900
\
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30" CURB & GUTTER
6/C900
\ CG2 24" CURB & GUTTER 6/C900
\ \ \ \ CG3 24" MOUNTABLE CURB & GUTTER 7/C900
\ CG4 24" FLUSH CURB N/A
24" CURB AND GUTTER TO 8/C900
MOUNTABLE CURB TRANSITION
30" TO 24" CURB AND N/A
GUTTER TRANSITION
AUTOMATED CANTILEVER GATE 1/C903
MANUAL CANTILEVER GATE 1/C903
x x x x x G3 CHAIN LINK SINGLE SWING GATE 3/C903
CHAIN LINK DOUBLE SWING GATE 3/C903
� F1 G4 I'll
CR2 CURB RAMP TYPE 2 10/C900
p p p CR3 CURB RAMP TYPE 3 11/C900
JCR4 CURB TAPER 8/C900
i ° p
WHEEL STOP 10/C901
° LT1 SINGLE FIXTURE LIGHT POLE SEE MEP PLANS
LT2 DOUBLE FIXTURE LIGHT POLE SEE MEP PLANS
4
STEEL BOLLARD 1/C902
P M 11 HIGH VISIBILITY CROSSWALK N/A
FP
STOP BAR
N/A
PA
STOP SIGN
N/A
S3
AUTHORIZED USE ONLY SIGN
N/A
F1
6' HIGH CHAIN LINK FENCE (ALTERNATE)
2/C903
/
PJ1
PAVING CONTROL JOINT
5/C900
PJ2
PAVING EXPANSION JOINT
5/C900
TP TREE PROTECTION
FENCE
AREA FOR HAZMAT
= TANKER PROP (BY
—
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OWNER)
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LIMITS OF DISTURBANCE
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11
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email office@hh-arch.com
1 ✓�
STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NC 27603
T 919.380.8750
www.stewartinc.com
FIRM LICENSE #: C-1051
PROJECT #: L19032
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1 ADDENDUM #2 04.07.21
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2 ADDENDUM #3 04.13.21
0
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19-071
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DATE ISSUED
03/12/2021
PROJECT STATUS
CONSTRUCTION
DOCUMENTS
SHEET
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VARIABLE PUBLIC R/W
-E 110- RIM: 95.79'
IN(N):86.99'-24"RCP 0 25 50 100 SITE
IN 92.99'-15"RCP
IN(SW):86.79'-24"RCP _ NORTH
SCALE: 1 " 50'
`J OUT(NE): 86.69' - 30"RCP
STRUCTURE NAME
STRUCTURE RIM
INVERTS
01-FES
92.00
INV IN: 90.22 18" RCP (02-RI)
02-RI
0.00
INV OUT: 90.50 18" RCP (01-FES)
03-FES
88.89
INV IN: 87.30 15" RCP (04-CB)
INV IN: 88.91 15" RCP (10-CB)
INV IN: 88.84 15" RCP (05-CB)
04-CB
94.50
INV IN: 88.35 15" RCP (07-A-CB)
INV OUT: 87.64 15" RCP (03-FES)
INV IN: 89.62 15" RCP (05-B-CB)
05-A-MH
93.89
INV OUT: 89.62 15" RCP (05-CB)
INV IN: 90.25 15" RCP (06-CB)
05-B-CB
94.50
INV OUT: 90.25 15" RCP (05-A-MH)
INV IN: 89.71 15" RCP (08-CB)
05-CB
93.40
INV IN: 89.34 15" RCP (05-A-MH)
INV OUT: 89.34 15" RCP (04-CB)
06-CB
94.50
INV OUT: 90.50 15" RCP (05-B-CB)
INV IN: 88.47 15" RCP (11-CB)
07-A-CB
94.00
INV OUT: 88.47 15" RCP (04-CB)
08-CB
93.40
INV OUT: 89.95 15" RCP (05-CB)
10-CB
93.10
INV OUT: 90.00 15" RCP (04-CB)
INV IN: 88.62 15" RCP (12-CB)
11-CB
94.85
INV OUT: 88.62 15" RCP (07-A-CB)
INV IN: 88.86 15" RCP (13-CB)
12-CB
94.85
INV OUT: 88.86 15" RCP (11-CB)
13-A-CB
96.70
INV OUT: 90.88 8" HDPE (13-B-CB)
INV IN: 90.24 8" HDPE (13-C-CB)
13-B-CB
96.70
INV IN: 90.24 8" HDPE (13-A-CB)
INV OUT: 90.24 15" RCP (13-CB)
13-C-CB
96.50
INV OUT: 90.62 8" HDPE (13-B-CB)
INV IN: 89.06 15" RCP (14-CB)
13-CB
95.05
INV IN: 89.06 15" RCP (13-B-CB)
INV OUT: 89.06 15" RCP (12-CB)
INV IN: 89.74 15" RCP (15-CB)
14-CB
95.05
INV OUT: 89.74 15" RCP (13-CB)
INV IN: 89.90 15" RCP (16-CB)
15-CB
95.05
INV OUT: 89.90 15" RCP (14-CB)
INV IN: 90.81 15" RCP (17-CB)
16-CB
94.15
INV OUT: 90.81 15" RCP (15-CB)
STRUCTURE NAME
STRUCTURE RIM
INVERTS
17-CB
94.15
INV OUT: 91.05 15" RCP (16-CB)
INV IN: 85.39 30" RCP (19-CB)
18-CB
93.00
INV OUT: 85.39 30" RCP ()
INV IN: 85.46 30" RCP (20-AD)
19-CB
93.00
INV OUT: 85.46 30" RCP (18-CB)
INV IN: 85.57 30" RCP (21-AD)
20-AD
91.25
INV OUT: 85.57 30" RCP (19-CB)
INV IN: 92.78 15" RCP (21-CB)
20-CB
97.25
INV OUT: 92.78 15" RCP (25-AD)
INV IN: 85.93 30" RCP ()
21-AD
94.50
INV IN: 89.63 15" RCP (22-AD)
INV OUT: 85.93 30" RCP (20-AD)
21-CB
97.25
INV OUT: 93.29 15" RCP (20-CB)
INV IN: 90.48 15" RCP (23-AD)
22-AD
96.80
INV OUT: 90.47 15" RCP (21-AD)
23-A-AD
97.20
INV OUT: 91.63 12" HDPE (23-D-AD)
INV IN: 91.01 15" RCP (23-D-AD)
23-AD
96.80
INV OUT: 91.01 15" RCP (22-AD)
INV IN: 91.40 15" RCP (24-AD)
23-D-AD
97.35
INV IN: 91.40 12" HDPE (23-A-AD)
INV OUT: 91.40 15" RCP (23-AD)
INV IN: 92.19 15" RCP (25-AD)
24-AD
96.75
INV OUT: 92.20 15" RCP (23-D-AD)
INV IN: 92.56 15" RCP (20-CB)
25-AD
96.75
INV OUT: 92.57 15" RCP (24-AD)
40-FES
80.21
INV IN: 78.50 18" RCP (41-RI)
41-RI
85.37
INV OUT: 80.83 18" RCP (40-FES)
42-FES
85.17
INV IN: 83.73 15" RCP (43-AD)
43-A-AD
87.50
INV OUT: 84.86 15" RCP (43-AD)
INV IN: 84.53 15" RCP (44-CB)
43-AD
90.75
INV IN: 84.53 15" RCP (43-A-AD)
INV OUT: 84.53 15" RCP (42-FES)
INV IN: 86.32 15" RCP (45-CB)
44-CB
91.25
INV OUT: 86.32 15" RCP (43-AD)
45-CB
91.00
INV OUT: 87.90 15" RCP (44-CB)
STRUCTURE NAME STRUCTURE RIM INVERTS
Structure - (73) 0.00
PIPE TABLE
START STRUCTURE
END STRUCTURE
START INVERT
END INVERT
SIZE
LENGTH
SLOPE
MATERIAL
18-CB
85.39
85.20
30"
69
0.28%
RCP
81.20
81.09
48"
108
0.10%
95.25
94.00
18"
97
1.28%
RCP
02-RI
01-FES
90.50
90.22
18"
26
1.07%
RCP
04-CB
03-FES
87.64
87.30
15"
57
0.60%
RCP
05-CB
04-CB
89.34
88.84
15"
100
0.50%
RCP
07-A-CB
04-CB
88.47
88.35
15"
24
0.50%
RCP
10-CB
04-CB
90.00
88.91
15"
62
1.77%
RCP
05-B-CB
05-A-MH
90.25
89.62
15"
63
1.00%
RCP
06-CB
05-B-CB
90.50
90.25
15"
25
1.00%
RCP
05-A-MH
05-CB
89.62
89.34
15"
73
0.38%
RCP
08-CB
05-CB
89.95
89.71
15"
24
1.01 %
RCP
11-CB
07-A-CB
88.62
88.47
15"
45
0.34%
RCP
12-CB
11-CB
88.86
88.62
15"
24
1.00%
RCP
13-CB
12-CB
89.06
88.86
15"
20
1.00%
RCP
13-A-CB
13-B-CB
90.88
90.24
8"
64
1.00%
HDPE
13-C-CB
13-B-CB
90.62
90.24
8"
69
0.55%
HDPE
13-B-CB
13-CB
90.24
89.06
15"
114
1.03%
RCP
14-CB
13-CB
89.74
89.06
15"
68
1.00%
RCP
15-CB
14-CB
89.90
89.74
15"
16
1.00%
RCP
16-CB
15-CB
90.81
89.90
15"
91
1.00%
RCP
17-CB
16-CB
91.05
90.81
15"
24
1.00%
RCP
bra:9111 0111119:i9l00WNo■=1►19239:1910 0WMEW1bra 9111r101DAB:9111t■=101197101111 =1:iNW1III ME■I=1►101mmI ►y11o7,ME■►fir_rI=1:1U1I
19-CB
18-CB
85.46
85.39
30"
24
0.28%
RCP
20-AD
19-CB
85.57
85.46
30"
38
0.28%
RCP
21-AD
20-AD
85.93
85.57
30"
128
0.28%
RCP
21-CB
20-CB
93.29
92.78
15"
50
1.00%
RCP
21-AD
86.69
85.93
30"
270
0.28%
RCP
22-AD
21-AD
90.47
89.63
15"
84
1.00%
RCP
23-AD
22-AD
91.01
90.48
15"
54
0.99%
RCP
23-D-AD
23-AD
91.40
91.01
15"
43
0.90%
RCP
23-A-AD
23-D-AD
91.63
91.40
12"
31
0.75%
HDPE
24-AD
23-D-AD
92.20
91.40
15"
77
1.04%
RCP
25-AD
24-AD
92.57
92.19
15"
38
1.00%
RCP
20-CB
25-AD
92.78
92.56
15"
24
0.95%
RCP
41-RI
40-FES
80.83
78.50
18"
94
2.48%
RCP
43-AD
42-FES
84.53
83.73
15"
55
1.45%
RCP
43-A-AD
43-AD
84.86
84.53
15"
66
0.50%
RCP
44-CB
43-AD
86.32
84.53
15"
179
1.00%
RCP
45-CB
44-CB
87.90
86.32
15"
158
1.00%
RCP
GRADING LEGEND:
SYMBOL DESCRIPTION
DETAIL
REFERENCE
LIMITS OF DISTURBANCE
N/A
200
PROPOSED MAJOR CONTOUR
N/A
PROPOSED MINOR CONTOUR
N/A
200
EXISTING MAJOR CONTOUR
N/A
-
EXISTING MINOR CONTOUR
N/A
PROPOSED STORM DRAINAGE
#/C9.XX
PROPOSED MANHOLE
#/C9.XX
PROPOSED CATCH BASIN
#/C9.XX
®
PROPOSED AREA DRAIN
#/C9.XX
RIPRAP DISSIPATOR
#/C9.XX
FLOW DIRECTION
N/A
44.50
PROPOSED ELEVATION
N/A
TC 44.50
BC 44.00
TOP/BOTTOM OF CURB
N/A
TW 46.00
BW 44.00
TOP/BOTTOM OF WALL
N/A
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES.
2. SEE THE C4.XX SHEETS FOR EROSION CONTROL MEASURES
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email office@hh-arch.com
1 ✓�
STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NC 27603
T 919.380.8750
www.stewartinc.com
FIRM LICENSE #: C-1051
PROJECT #: L19032
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DATE ISSUED
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#5 1\ II IIII III \X x\ + \ / / X / /X x_I
%I IIII 1III111 --� \ / / ---// - // / i
PS�M�N� II I I I I I I I l I I I I I Ji 1 /' - _ x x x X
E / ( IIIII l((l l I /
PCG�SS
I 111
IllIll IIIII l + , ' - x x x x _ J \
\ X X / �� \
_ /x x X' / '32`� 52��-�� \ `IP \ �
I I - 9 x \ 63'IS /
X � � ' 1 11 111111 Ftj I � l 11 � _�o - --1 � � � \ - �//;��
-x X 1 a 1 I IIII 1 IIIII / x - x �x / :, \\
XI X/ /x
J x x x X x I
x x III \ xd
MID (1+ \ x I X x -77
6E5og21 x x�/X max` X� X�
11
/ rIIEONTO EXISTIN R \ \
\ 110
90
/ 5 0 \ \
X x �i� x x X %� / / / 8" PVC SAN. EW. 9+� 18' P \
' M CB
/ X X X X + ' I I I J DMH \ c/
X
X X X #9 II �
I X X x X X \ I l I I I I S \ 0 25 50 100 SITE
°° X _ J - I
X X x X I I 3\ / I \ _ NORTH
X x X X X X I I I I \ SCALE. 1- 50IJ
STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE RIM
INVERTS
40-FES
80.21
INV IN: 78.50 18" RCP (41-RI)
41-RI
85.37
INV OUT: 80.83 18" RCP (40-FES)
42-FES
85.17
INV IN: 83.73 15" RCP (43-AD)
43-AD
90.75
INV IN: 84.53 15" RCP (44-CB)
INV IN: 84.53 15" RCP (43-A-AD)
INV OUT: 84.53 15" RCP (42-FES)
44-CB
91.25
INV IN: 86.32 15" RCP (45-CB)
INV OUT: 86.32 15" RCP (43-AD)
45-CB
91.00
INV OUT: 87.90 15" RCP (44-CB)
PIPE TABLE
START STRUCTURE
END STRUCTURE
START INVERT
END INVERT
SIZE
LENGTH
SLOPE
MATERIAL
81.20
81.09
48"
108
0.10%
41-RI
40-FES
80.83
78.50
18"
94
2.48%
RCP
43-AD
42-FES
84.53
83.73
15"
55
1.45%
RCP
44-CB
43-AD
86.32
84.53
15"
179
1.00%
RCP
45-CB
44-CB
87.90
86.32
15"
158
1.00%
RCP
GRADING LEGEND:
SYMBOL DESCRIPTION
200
200 -
M:
44.50
TIC 4.50
BC 44.00
TW 46.00
BW 44.00
NOTES:
LIMITS OF DISTURBANCE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
PROPOSED MANHOLE
PROPOSED CATCH BASIN
PROPOSED AREA DRAIN
RIPRAP DISSIPATOR
FLOW DIRECTION
PROPOSED ELEVATION
TOP/BOTTOM OF CURB
TOP/BOTTOM OF WALL
DETAIL
REFERENCE
N/A
N/A
N/A
N/A
N/A
#/C9.XX
#/C9.XX
#/C9.XX
#/C9.XX
N/A
N/A
N/A
N/A
1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES.
2. SEE THE C4.XX SHEETS FOR EROSION CONTROL MEASURES.
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email office@hh-arch.com
1 ✓�
STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NC 27603
T 919.380.8750
www.stewartinc.com
FIRM LICENSE #: C-1051
PROJECT #: L19032
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2 ADDENDUM #3 04.13.21
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JOB NUMBER
19-071
DATE ISSUED
03/12/2021
PROJECT STATUS
CONSTRUCTION
DOCUMENTS
SHEET
GRADING &
STORM DRAINAGE
PLAN EAST
N
M
r-I
Ln
C502
E
H
0
a
/ /-\\ I 3
\ / OUTLET PROTECTION / /
\�
APPRON L=6.0', W=4.5' I
OND WDP 1 I \ \
A STONE, DIA=3", TH=9" IOAPPROX.
I
T SURFACE AREA = 2,200 SF
� �
1 11
I - + +
91 I
l + ,,-- �^
FLARED END SECTION OUTLET PROTECTION
INTO WET DETENTION o ��� 9 �\ - BC 90�0
POND `< i 0 . A STONE, DIA=3", TH=9" , 01
05
RIM ELEV = 9' \ \
INV IN = 89.71 i &S `�` + 952 ' 9 ' TC 91.50 97
INT = 89.34 1� , '�o / BC 91.00 - 1.00 I \ � Sti
92.50 Y I 1 \ I I
92 / 34-
.-o
IM ELEV = 93.89 \ �� BC 9 01 92.50 # { a
/ I IN = 89.62 B 2.0 g3 I /
i INV T = 89.62 \ S
\ ° f2 93.5fr- R TC 93.50
93.00 93.500
° BC 93.00 93 C 93.5� G °.. #3
0600 5 MCP 10-
_ ° 1 - RIM EL = 93.10 BC 93.25 93 75BC 93.00 BC 93.25 I 94 CURB I ET OVER {
T INV OUP- / EXISTING S ORM PIPE I \ {
X X ,x - X -X X X x -- RIME
x BC 94�0 RIM ELEV 94.85
N INV IN = 88.86 II I
- - - - BC 4.00 + C 9 .50
_ - -I NV -I I.
00
100 LF 15" RCP @ 0.501/
94
- v
- - SS LO LO c CD
c --
CD U_ C)
- TC94.50 �ILL
--------------.. --�
- _ BC 94.i I u 3-CB BC 95.00 \ 90
JL
BC 95.00 16-CB BC
08-CB RIM ELEV 94.15 BC 93.
I
/ I RIM ELEV = 95.05 14-CB BC 00 r
- �' � � , �° f'
INV IN = ELEV = 95.05 = 90.81 17-CB - III
RIM EU = 93.40- / / ' ° ' . + T 95.50 IN = 89.06 INV IN = 89.74 INV OUT = RIM ELEV - 94.15
INV Oy 89.95 _ - _ _ / / B 95.00 1 OUT = 89.06 INV OUT = 89.74 I{,IV GI T _ 91 11
I I
I I I /ice \� 0/ ���- I TC 95.50 .� 1
1 I 07-A-CB \� \ I BC 95.00
RIM ELEV = 94.00 / O / a w
INV IN = 88.47 /
/ INV OUT = 88.47 \ ° :.... TC 96. 0
�'• I i I 94 BC 95.20 I 15-C BC 96. 0
I I I I o\ I RIM =LEV = 5.05 'S'
O89.90
95 11-CB I o \ INV I =
06-CBI I I RIM ELEV = 94.85 N INV OUT = 8 .90
RIM EL V = 94.5 D 05-B-CB \ I INV IN = 88.62 I C 96.5
INV OUT = 90.50 I / RI ELEV = 94.50 / \ \ INV OUT = 88.62 / C� I BC 9 0 \ / \ OPEN THROAT I ARD
INV IN = 9b. 5 \ , \ \+ \ 21-CrQ \ ��i\ / \ I
\r \ \ \ Z;j �3 / INLET OVER EXISTING
INV OUT -10.25 RIM ELEV = 95.50 �1
I I \ \ \ O\� 0 ° ww STORM PIPE
94 INV IN = 6.57
/ \ \ \v \ INV IN C 96.50 \ I \
I /
_ .ENV OUTS .� s C 96.00IN,
70
-------------
4 d I I \ \ BC 96.50 \ -, ` BC .00
\+ \ \ ^ \ . \ A1. vaav Vola/ +
zi
96 0
C 95.50 TC 95.50 ° d 4 / I i ACC 4 / \� ° I °� �, - v ° $ ° a �_ ^\ ° ° 1
BC 95.00 BC 95.00 ° % I d. ° / I I / Q ° °• ° . / . \ Q 96. u°
V OUT = 0'6 ° \
- o RIM ELEV 96 7-0, 97
/ d q a o I\ Ix INV IN=90.24
d° ° I \ INV IN=90.24 Aj
/ a FFE FFE INV OUT = 90.24
/ d 96.50 v 96.50 4 . I \ \ \ , ° \
a a a1 I A � I
d
FFE
96.60
° d
d m FFE
.7
Q �! IEI
-7d Q
d FFB
FFE ► I I / I ,
\ ° r
97�P
cn '�E .96 FFE
a I \ TC 97.5� FF.96
97.96 �,� / {
\ I C 97.00 ° d 97.00 \ a ° I - 97
+ 97.83-'
13-A-CB ` I
FFE RIM EL 9&70
/ + 1
/ / \ o / � I I
96.77 4 INV OU = 90.088�,
--- II
\ \ / ° °. . COco
OUNDXTION DR
CO ° \ RCHIT TURAL 97 33 0-
-Ft I a I
- °
a ` - a .tea 9 AWI
° °. a.
a ° 4 FFE d r 6
° 7.9
. 96.60 4 �. A
°
a---- -- --
d ----- , Ill , III
4 -
`� - I =
� � I w\ ° � w d w _ w I � TIE FOUNDATION DRAIN TO 9S � > FFE 21-AD \ I
IE' OUNDATION DRAIN TO 97.9, / I RIM ELEV 94.$0 \
STORM DRAIN NETWORK; � � > I V IN - 85.93
° d 4 6" PVC F - SIORMDRAIN NETWORK; - \
TC 96.50 I - 8.00 - - " 6" PVC IN = 89.63
BC96.00 C96.00 i--------------------I i - °\\\ \ INVO -85.9 \
.� \ FFE
i�I � � ��� 97.96 �-� �6
_ I _ _
FFE
97.96�
- - - --- - - - - - - - - -
1 96 c -�� ^.°. / / RIM ELE96.80 +6.33 97.' ° - V/ ,INV1N = 90.48\
- - - TIE FOUNDATION DRORK O 23-A- I -INV OUT - 90.47\ I a
II
� 0 6"PVC \ R LEV 0
° ,
G
L7
-v r� 1
+ 97.96 I . + 7°961 a I� 97.96 FF,E -'I I % Do RIM ELEV = 96.80 /
I I --- INV IN = 91.01
/ \ / XENV �+.01 / I X 97 ° I
x _31r
X_X I I
C ° 4 -
+ TC 97.50 97 97 23 -AD -
BC �7. IM ELEV 97.35 \
d 25-AD INV IN = 91.40
I , 21-CB ° I d \ RIM ELEV 96.75 - - - INV IN = 91.40
RM INV OUT = 91.40 /
EL V 97.25 i INV IN = 92.56 I
{ II VOU 93:2-9
TC 98450 98
24-AD
-O- $
96 � - \ BC 98 4 �11 RIM ELEV = 96.75
INV IN
_CB
, - \ � � I I I
I , /� / �\
R1�ll ELEV = 97.25-1i�tV�T= 92.29 D P N L EST
I / d
TC 99.5 d 99 INV 92.78 78 \ { TO P 4.42'-
I B .00 \ / /
/ aP \ _ _ / , T�ROAT IN I E : 93.82
/ ow \ aP ° aw / I , I
aP �K �
op d - ,00 ° �` °� OUT S): 90_7 "RCP o {
�P -
I o� aP LLF
/
\ P / \ _.P /
wP
1-
} \ _ _ \ ROADWAY DITCH @ 1 % TO P o4P
d EXISTING STRUCTURE
I
\-------- - 1 - = - - - ----
---------------------------------- 1:1_ �5 CL4,SS4VVR -- -------------- / I �� -
--- I 'z� ---------_96-001 \-_
--
- - - - - - - 1 - 15"RCP FES �'11 �� -am-no-
- - - - - - - 50
wit am •�- _ _ _ _ -� � � � � � � � � � � � � � � � � 93.23'(S) III - ----------
lip - __---------
_�- =------- ----- -
------------------------ ____--- _------------------_---- ----
----
----------------- � W_ w - - - w - - - - - - - - `�- - - - w W - w � w w w - SITE
NORTH
SCALE.1 -20
GRADING LEGEND:
SYMBOL
DESCRIPTION
LIMITS OF DISTURBANCE
200
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
200
EXISTING MAJOR CONTOUR
-
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
PROPOSED MANHOLE
PROPOSED CATCH BASIN
®
PROPOSED AREA DRAIN
RIPRAP DISSIPATOR
FLOW DIRECTION
44.50
PROPOSED ELEVATION
TC 44.50
BC 44.00
TOP/BOTTOM OF CURB
TW 46.00
BW 44.00
TOP/BOTTOM OF WALL
NOTES:
1. SEE SHEET C010 FOR GENERAL AND GRADING NOTES.
2. SEE THE C400 SHEETS FOR EROSION CONTROL MEASURES
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email office@hh-arch.com
STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NC 27603
T 919.380.8750
www.stewartinc.com
FIRM LICENSE #: C-1051
PROJECT #: L19032
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06/18/2021
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45
CONSTRUCTION
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a
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N
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N
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C511
GRADING LEGEND:
j D
SYMBOL DESCRIPTION R
00
QA / /j / / / / /, / / / / j j / / / - - /j \ /i \ \ LIMITS OF DISTURBANCE N
/ / / / //, / / �/ / - f y \ /� \ \ 200 PROPOSED MAJOR CONTOUR N
/ \ \ \ \ PROPOSED MINOR CONTOUR N
200 EXISTING MAJOR CONTOUR N
+ /j/ / / / / / , , \ \ \ - - EXISTING MINOR CONTOUR N
PROPOSED STORM DRAINAGE #
\ ° �� / ice- // / j'/ �/ +
S
PROPOSED MANHOLE #
X
\ / ✓ // / / / /// / / // j/// ,/ / /�/ �nj \ \ /
PROPOSED CATCH BASIN #
GP / \ SS , ' / / ' /// ' / /* �/ / / / / / / \ \ \ " �I \ \ / / / I I i PROPOSED AREA DRAIN #
�' \ / \ \ I RIPRAP DISSIPATOR #
\ \ ° AN (TOF� BANK) / / / /�/ �/ / � ' / / �/ / //' / / / 1 ' `)
\ / 4 �''/ / �'` ' /
/ � � FLOW DIRECTION N
��, 1
IM C `$ �0� 44.50 PROPOSED ELEVATION N
y y i / / l
\ \ 15,'`CLASSIB IP / / � /' / / / � / / -� /'/ � / TC 44.50
/ ' / ' �� , / // BC 44.00 TOP/BOTTOM OF CURB N
j // / / / ' \ ♦ ' 1 1 i
/�/ / T� x TW 46.00
/ I/V U,Y= �2.07 / / O � \ \ _ ' \ / BW 44.00 TOP/BOTTOM OF WALL N
/ X X TP T� �•I \\ \
DISTyRBED ETLAND / / / / S / / / / ' 92 �5 - _ x x x x x E-S
09 AC °� / / , / / / / ' 92.40 \ 92.48 92.20 / \ _ _ - EL- .1 \ NOTES:
I
X ° ° s.. / + \ \ 1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES.
2. SEE THE C4.XX SHEETS FOR EROSION CONTROL MEASURES.
91.00
\ ( ' ^ ♦ / OUNDATION DRAIN; SEE
BC 92.TC 5 i RCHITECTURAL DRAWINGS +
'� / /
+/91.75 , °. , ° I TIE FOUNDAT(ON D \ IN TO /
"- �• TORM DRAINAGE NE WORK; \ /
M � sz.zo °� 4 - - = - - - 1 ` .� PVC
C 92. 0,.a a 92;48 \
:45-CB 1...
° . 4-CB \ �e
/
-
/ BC 92.10 BC
M /�7' .. M _ M TC 92.2
SS / / / / / / /
// / / / 4
82.�0 �
�6),
X
// x X N x x x x-
/
� 1 I
I �� - N
P-00 ^^
92.50 I �'�N / 4
• B .00
4 `
1 \ �
93.00 /
1
FFE / \\
93.50
"FFE
93'/1 FFE \ 4
93.50
x FFE 1 \ \ \ \ 4 C
/ 93.711 FFE
� \ \ \ ) 93.71 4
C93.00 \ 1\\\ �`O� p�
I'FFE98-50,
x 93.5\0 \ \ 4
B� 9.25 \ �/ 93.641 `\ \\ \ \ \ 4
\ C93.00 1 _. �_ _ v
FFE ,FFE \ \ 4
/ \ L - - - 93.9� 9350 \ \ \
i93.5 (APPROX.) \
M M � M \ \ \ \ \ \
M\ \ M M
92.00
1 11
\
1
\
M
:M<3�f
.
0
a
❑N
ON
J
43-A-AD
RIM ELEV = 87
INV OUT = 84.E
co
+ 88.2 %
/
O
0
0
0 0
co co
+ 89.50
+ 89.50
+JFL 88.75 +
+ 89.50
+ 89.50
0 10 20 , 40
SCALE. 1 20
E
SITE
NORTH
ETAI L
EFERENCE
/A
/A
/A
/A
/A
/C9.XX
/C9.XX
/C9.XX
/C9.XX
/C9.XX
/A
/A
/A
/A
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email office@hh-arch.com
STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NC 27603
T 919.380.8750
www.stewartinc.com
FIRM LICENSE #: C-1051
PROJECT #: L19032
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1 ADDENDUM #2 04.07.21
2 ADDENDUM #3 04.13.21
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0
0
iv
a
JOB NUMBER
19-071
DATE ISSUED
03/12/2021
PROJECT STATUS
CONSTRUCTION
DOCUMENTS
SHEET
m
M GRADING &
STORM DRAINAGE
PLAN EAST ENLG.
Ln
C512
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INV 98.00 J I
\ I
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96
CIP WALL/FNDN DRAINS
TO DAYLIGHT AT GRADE,
TYP.
\ I
I
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�
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O
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WETLAND AREA TO BE CLEARED ,
ONLY WITHOUT GRADING.
FENCE POSTS TO BE DRIVEN
(NOT DUG) INTO THE SOIL
+
+
+1
+
i
+
I
+
I +
i+
+
+
+
+
GRADING LEGEND:
SYMBOL DESCRIPTION R
+
\+
+
+
I
+
I
+
I +
I
+
+
+
+
+
LIMITS OF DISTURBANCE N
/+
11 +
+
+I
+i
+
+
+
+
200
PROPOSED MAJOR CONTOUR N
PROPOSED MINOR CONTOUR N
+
+/
+ /
I+
+
/
+
+
,
+
+
+
+
+
200
EXISTING MAJOR CONTOUR N
+
/+
+
+
+
+
—
EXISTING MINOR CONTOUR N
/�
/
/
PROPOSED STORM DRAINAGE #
+ /
+
/+
+
+/
+
+
+
+
+
+
;i
PROPOSED MANHOLE #
+ /
+/
+
/
+
+
/ +
+
+
+
+
+
❑®
PROPOSED CATCH BASIN #
\
+
+
/�
+
//
+
/+
1+
+
+
+
+
+
®
PROPOSED AREA DRAIN #
+
�+
�+
/+
+
\ +
+
+
+
+
�`
RIPRAP DISSIPATOR #
+\
+
/
+/
+
t�
+
+
+
+
+
/
FLOW DIRECTION N
+ +
+
+
/
+
+
+
+
+
+
+
+
/ /
+
44.50
PROPOSED ELEVATION N
/
\
/
T�
TOP/BOTTOM OF CURB N
BW 44.00 1 Ur/MU i i viw yr VVMLL iv
+ + + + + + + +� + + +\ + + + + + NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES.
+ + + + + + +\ \ + + + \+� + + + + + + 2. SEE THE C4.XX SHEETS FOR EROSION CONTROL MEASURES.
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ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email office@hh-arch.com
1 ✓�
STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NC 27603
T 919.380.8750
www.stewartinc.com
FIRM LICENSE #: C-1051
PROJECT #: L19032
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NO. REVISION DATE
1 ADDENDUM #2 04.07.21
2 ADDENDUM #3 04.13.21
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JOB NUMBER
19-071
DATE ISSUED
03/12/2021
PROJECT STATUS
CONSTRUCTION
DOCUMENTS
SHEET
u) GRADING &
DRAINAGE PLAN -
TR COMPLEX
Ln
C515
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+ + + + + -� + /+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + V + + + + + + + + + + + + + + + + + + �� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + / + + + + + + + + + + + + + + + + + + + + + + + + + +/+ + + + + + + + + + + + + + + + + + + + + + + + + ...'f
/
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �,�'' / + +
+ + + + + + + +� -+- +- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + +/+ + + + + + + + + + + + + + + +Z" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + 'I-- + + '�.. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + _ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + +\,�\+ + + + + + + + +)+ + + T + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + +/+ + + + + + +/ + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + +
+ + +/+ + + + ; + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + �+ + + + + + + + + + + + + + X + + + + + + + + + + + + + + +.._.._..
+ + + + + + + + +\ + + + + + + + _ _ +.._.._..-.._.._.. _
I/ + + + + + + + + + + + + + + + + + / CONCRETE RISER 9p
/ y, STRUCTURE WITH /
/ + + + + + + + + + + +) + + + + + + DRAWDOWN PIPE AT
\ ' ELEV 90.5'
+ + +
+ + + + + + + + + \ +� + + +
+ + + + + + + + + + + + + + + + 9Q +
+ + + + + + + + + + + + + + + + + ��� k •- 9Q
+ + + + + + + + + + + + + _A_/ + + +
+ + + + + + + + + + + + + + + + �
+ + + + + + + + + + + + + + + -4 ;\90 +
+ + + + + + + + + + + + + + + + \``,
+ + + + + + + + + + + + + + 05-CB93.40
+ + + + + + + + + + + + + + RIM ELEV = 89.71 i � TOP OF BERM -
INVIN=89.71 .� L °
+ + + + + + + + + + + + INV IN = 89.34 ELEV 94.0' °>
INV OUT = 89.34
+ + + + + + + + + + + + + x y `� OTTOM
P D-ELE D D
+ + + + + + + + + + + + !� l l
+ + + + + + + + + + + + + +� `♦D D C .
+ + + + + + + + + + + + 4- +
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0.
+ + + + + + i/ ` ` + + + + + + `\ _ -F S i x
! `� I EL V $�8.89 SHEET
+ + +/ + + + /' I + 05-A-MH + + + + i 97 ``\ I INb FOREB Y WALL -
\ + + + +,:' BRIM ELEV = 93.89 + + + + + ��� TOP ELEV 90.0'
/ I `''INV IN = 89.62
IN- = 89.62 + + + + + + + + + +
\ eee
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- - - - - - - - - - - _
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/ ~ - 060o x p P @1�� 10-CB
-RIM ELEV = 10
INV�?UT_.� 9O.00
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TP x p
D
X X X X X ----- ., X x = x - - X X X X X X X - X X
„ D
`.... __ .... 0 5 10 20 SITE
iT SCALE: 1 " = 10'
NORTH
TOP OF BERM
ELEV. 94.00
3:1
RIP -RAP LINED
EMERGENCY SPILLWAY
ELEV. 92.50
EXIST. GRADE ---
FILTER DIAPHRAM SEE
DETAIL 4 THIS SHEET
OUTLET RISER
DRAWDOWN PIPE DETAIL
MAINTENANCE ACCESS BERM
TRASH RACK WITH ACCESS HATCH
CENTERED OVER RISER STEPS
4' X 4' I.D. RISER STRUCTURE
10, � STRUCTURE RIM ELEV. 92.25
'I 3:1
INV89' 00
KEYWAY TRENCH SEE//\\���\���\���\���\���\���\��\\��\\��\\��\\��\\���\���\���
DETAIL 4 T H I ice\ice\ice\ice\ice\ice\ice\ice\ice\ice\ice\ice\ice\<
�,j----- ��//���� ANTI -FLOTATION DEVICE 8'x8'x2'.
\\�\\�� FILL BOTTOM 24" W/ CONCRETE
BOTTOM ELEV. 83.00
SEE DETAIL THIS PAGE
WATER QUALITY ELEV: 92.0
3:1
VEGETATED SHELF
_PERMANENT POOL ELEV: 90.50�
_
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4" DIAMETER PVC WITH 1.0"
INV. 87.30
HOLE DRILLED IN BOTTOM
2 1
AND TOP CAP SEE DETAIL FOREBAY WALL
:
THIS SHEET ELEV. 90.00
6" SEDIMENT STORAGE
BOTTOM EL: 84.50
FOREBAY
BOTTOM ELEV.
84.50
WET DETENTION POND CROSS SECTION A -A NTS
SECTION
NVU bUNEW I YF'E rLUCi
" PVC TEE
TOP ELEV. 91.50
PERM POOL ELEV. 90.50
4" PVC CAP WITH 1.0" HOLE DRILLED
INTO CAP - SEE STORMWATER
DETAILS THIS SHEET
NTS
10:1
3:1-,
\-24'x9'x22" NCDOT CLASS 'I'
2:1 RIP RAP OVER KEYED -IN
GEOTEXTILE FABRIC
' BOTTOM IS TO BE CLAY LINED SUCH THAT THE INFILTRATION RATE
IS NO MORE 0.01 IN/HR. CLAY LINER SHALL BE 4" THICK MINIMUM AND
EXTEND TO 1-FT ABOVE NORMAL POOL ELEVATION. CONTRACTOR
SHALL SUBMIT A SOILS REPORT DOCUMENTING THE SEASONAL HIGH
WATER TABLE ELEVATION PRIOR TO CONSTRUCTION OF THE POND.
10' WIDE BERM
NOTES:
1. EXISTING MATERIAL IN KEYWAY TRENCH
TO BE REMOVED AND REPLACED WITH
SELECT MATERIAL USED FOR
CONSTRUCTION OF DAM EMBANKMENT,
2. KEYWAY TRENCH SHOULD BE
LONGITUDINALLY CONTINUOUS
THROUGHOUT DAM FILL SECTION.
3. W = 5' MIN, D = 3' MIN
SLOPE 1:1 MAX
KEYWAY I
TRENCH p
w
KEYWAY TRENCH DETAIL
EMBANKMENT
ET .-I. GRADE
SLOPE 1:1 MAX
NTS
Ilk 5.50' Ilk
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WRAPPED IN MIRAFI 140N
NON -WOVEN FILTER FABRIC
FILTER DIAPHRAGM DETAIL NTS
APPROX.TRENCH
WIDTH
24" RCP OUTLET PI
ID PVC FROM
TRAM - TIE TO
JNCTION BOX
1.75'
'E
MII
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,AFI 140N FILTER FABRIC -
ERLAP PER
NUFACTURE STNDS.
NOTES:
1. SEE SHEET C010 FOR GENERAL, SITE, GRADING AND PLANTING NOTES.
2. REFER TO SHEET L511 AND L512 FOR SCM PLANTING PLAN AND SCHEDULE.
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email office@hh-arch.com
r713
STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NC 27603
T 919.380.8750
www.stewartinc.com
FIRM LICENSE #: C-1051
PROJECT #: L19032
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06/18/2021
PROJECT STATUS
CONSTRUCTION
DOCUMENTS
SHEET
SCM PLAN
WEST
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X
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90
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RIM ELEV = 86.85 -
/VOUT=79.00
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_ /
WIM LEV - 85. FGP-Et:EV 85.
' N IN
\
85
87
/
i 90�
TOP OF BERM
ELEV. 90.00
10,
RIP -RAP LINED
EMERGENCY SPILLWAY
ELEV. 88.00 3:1
EXIST. GRADE
FILTER DIAPHRAM SEE
DETAIL 4 THIS SHEET
�i.�i.�i.�i.�ivv.�ivv.�i.�i INV. 79.00��i/��i/��
4" PVC FILTER DIAPHRAGMi,�>l;�ii��\\i/\\%\\%\\
DISCHARGE TO RUN PARALLEL KEYWAY TRENCH SEE
TO OUTLET PIPEAND DISCHARGE DETAIL 4 THIS SHEET
WITH FES-40 AT INV. ELEV. 78.50'
T
�x------x
x------ x -
MAINTENANCE ACCESS BERM
TRASH RACK WITH ACCESS HATCH
CENTERED OVER RISER STEPS
4' X 4' I.D. RISER STRUCTURE
STRUCTURE RIM ELEV. 86.85
3:1
3:1
- - -
- - - - - - - - - - - - -
1�7_�WATER QUALITY ELEV: 86.85
- - -
3:1
VEGETATED SHELF INV. 83.73
/i
-PERMANENT POOL ELEV: 85.50
-
/j�/jam/jam/jam
4" DIAMETER PVC WITH 1.0"
HOLE DRILLED IN BOTTOM
AND TOP CAP SEE DETAIL FOREBAY WALL
THIS SHEET ELEV. 85.00
6" SEDIMENT STORAGE
BOTTOM EL: 78.50
FOREBAY
BOTTOM ELEV.
78.50/i�
ANTI -FLOTATION DEVICE 8'x8'x2'.
FILL BOTTOM 24" W/ CONCRETE
BOTTOM ELEV. 77.00
SEE DETAIL THIS PAGE
WET DETENTION POND CROSS SECTION A -A NTS
SECTION
10' WIDE BERM
NOTES:
1. EXISTING MATERIAL IN KEYWAY TRENCH
TO BE REMOVED AND REPLACED WITH
SELECT MATERIAL USED FOR
CONSTRUCTION OF DAM EMBANKMENT.
2. KEYWAY TRENCH SHOULD BE
LONGITUDINALLY CONTINUOUS
THROUGHOUT DAM FILL SECTION,
3. W = 5' MIN, D = 3' MIN
KEYWAY I
TRENCH U
SLOPE 1:1 MAX
KEYWAY TRENCH DETAIL
EMBANKMENT
EXISTING E
SLOPE 1:1 MAX
NTS
\-24'x9'x22" NCDOT CLASS T
RIP RAP OVER KEYED -IN
2:1 GEOTEXTILE FABRIC
BOTTOM IS TO BE CLAY LINED SUCH THAT THE INFILTRATION RATE
IS NO MORE 0.01 IN/HR. CLAY LINER SHALL BE 4" THICK MINIMUM AND
EXTEND TO 1-FT ABOVE NORMAL POOL ELEVATION. CONTRACTOR
SHALL SUBMIT A SOILS REPORT DOCUMENTING THE SEASONAL HIGH
WATER TABLE ELEVATION PRIOR TO CONSTRUCTION OF THE POND.
/
/
A
SS\ - 80 \ \ / NOTES:
\ \ 1. SEE SHEET C010 FOR GENERAL, SITE, GRADING AND PLANTING NOTES.
FES-40 INV. OUT = 78.50
_SS
2. REFER TO SHEET L511 AND L512 FOR SCM PLANTING PLAN AND SCHEDULE.
\ SS
SS
S -
/ SS
AW
CONCRETE RISE \ 01
STRUCTURE WIT
DRAWDOWN PIPE AT
� ELEV 85.5'
\ TOP OF BERM - /
\ ELEV 90.0' /
X 1 /
44
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x /
/
/
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+ 43-A-AD
RIM ELEV = 87.50
INV OUT = 84.86
W"
��
OUTLET RISER
DRAWDOWN PIPE DETAIL
0
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" PVC SCREVV I YPE PLUG
" PVC TEE
TOP ELEV. 86.50
PERM POOL ELEV. 85.50
4" PVC CAP WITH 1.0" HOLE DRILLED
INTO CAP - SEE STORMWATER
DETAILS THIS SHEET
NTS
Ilk 5.50' Ilk
WRAPPED IN MIRAFI 140N
NON -WOVEN FILTER FABRIC
FILTER DIAPHRAGM DETAIL NTS
APPROX.TRENCH
WIDTH
24" RCP OUTLET PI
ID PVC FROM
TRAM - TIE TO
JNCTION BOX
I
0 5 „ -10 20 SITE
SCALE. 1 - 10, NORTH
1.75'
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;AFI 140N FILTER FABRIC -
ERLAP PER
NUFACTURE STNDS.
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email office@hh-arch.com
1 ✓�
STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NC 27603
T 919.380.8750
www.stewartinc.com
FIRM LICENSE #: C-1051
PROJECT #: L19032
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2 RFI #012 07.14.21
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JOB NUMBER
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19-071
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DATE ISSUED
06/18/2021
PROJECT STATUS
CONSTRUCTION
DOCUMENTS
SHEET
SCM PLAN EAST