SW6120801_Plansheets_20120822

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SITE INFORMATION
PROJECT NAME:
LOT 1A, AVERITT PROPERTIES
PROPOSED USE:
OFFICE/STORAGE BUILDING
TAX PARCEL NUMBER:
0435-24-2118
SITE ADDRESS:
185 AIRPORT ROAD
CURRENT ZONING:
M(P) (PLANNED INDUSTRIAL DISTRICT)
TOTAL SITE AREA:
4.49 ACRES
OWNER INFORMATION:
FULLBLOCK, LLC
WILLIAM FULLER, JR.
321 N. FRONT STREET
WILMINGTON, NC 28401
[phone]
DIMENSION REQUIREMENTS
FRONT SETBACK 100'
SIDE SETBACK 50,
REAR SETBACK 50'
MAXIMUM HEIGHT 35'
BUILDING INFORMATION
1-STORY OFFICE/STORAGE BUILDING-12,000 SF TOTAL FOOTPRINT
1 BUILDING PAD FOR FUTURE USE -
12,000 SF TOTAL FOOTPRINT
IMPERVIOUS INFORMATION
PROPOSED BUILDING (INCL. OVERHANG): 12,120 SF
PROPOSED PARKINGNEHICLE AREA: 34,697 SF
PROPOSED CONCRETE:
543 SF
PROPOSED FUTURE IMPERVIOUS:
61,890 SF
TOTAL:
109,250 SF (2.51 AC - 55.9%)
TOTAL PARKING OFFICE/STORAGE
REQUIRED: (OFFICE)
1 SPACE PER 300 SF NET FLOOR AREA
REQUIRED: (STORAGE)
E VEHICLE
1 SPACPER COMPANY C
2 ADD'L SPACES PER 3 EMPLOYEES ON THE LARGEST SHIFT
REQUIRED: (OFFICE)
16 SPACES (4,800 SF)
REQUIRED: (STORAGE)
6 (4 COMPANY VEHICLES & 3 EMPLOYEES)
FUTURE REQUIRED: (OFFICE)
16 SPACES (4,800 SF)
FUTURE REQUIRED: (STORAGE)
6 (4 COMPANY VEHICLES & 3 EMPLOYEES)
TOTAL REQUIRED.
44 SPACES (22 CURRENT, 22 FUTURE)
TOTAL PROVIDED:
47 SPACES (25 CURRENT, 22 FUTURE)
HANDICAP PARKING REQUIRED: 2 SPACES
HANDICAP PARKING PROVIDED: 4 SPACES (2 CURRENT, 2 FUTURE)
LEGEND
SIGNAGE
DESIGN CRITERIA: SECTIONS 1305 & 1306 OF CUMBERLAND COUNTY ZONING ORDINANCE
EXISTING UTILITIES
SANITARY SEWER: 12 SEWER (AIRPORT ROAD)
WATER: 8" MAIN (AVIATION PARKWAY)
STORM SEWER: PUBLIC (AIRPORT ROAD)
GAS: N/A
ELECTRIC: OVERHEAD (AIRPORT RD. - NORTH SIDE)
TELEPHONE: UNDERGROUND (AIRPORT RD. - NORTH SIDE)
FIRE HYDRANT: 1-PUBLIC (AVIATION PARKWAY)
PROPOSED UTILITIES
UTILITIES TO BE PROVIDED BY ONSITE SEPTIC AND WELL AND DESIGN WILL BE PROVIDED BY OTHERS..
STREETSCAPE
AIRPORT ROAD - 425LF / 50LF = 8.5
REQUIRED PROVIDED
ONE LARGE SHADE TREE PER 50LF: 9 10
(OR) TWO SMALL ORNAMENTAL TREES PER 50LF: 18 0
AVIATION PARKWAY (EXCL. DRIVEWAYS) -143 LF / 50LF = 3
REQUIRED PROVIDED
ONE LARGE SHADE TREE PER 50LF: 4 4
(OR) TWO SMALL ORNAMENTAL TREES PER 50LF: 8 0
YARD SPACE
AIRPORT ROAD - 240 LF BUILDING WIDTH
REQUIRED
PROVIDED
ONE ORNAMENTAL TREE PER 50LF: 5
5
TWO SHRUBS PER 10LF: 48
48
AVIATION PARKWAY -100LF BUILDING LENGTH
REQUIRED
PROVIDED
ONE ORNAMENTAL TREE PER 50LF: 2
2
TWO SHRUBS PER 10LF: 20
20
PARKING AREAS
REQUIRED: 1 LARGE SHADE TREE OR 2 ORNAMENTAL SHADE TREES PER 20 SPACES
REQUIRED
PROVIDED
47 SPACES 3 SHADE TREES OR
7
6 ORNAMENTAL TREES
0
TREES TO BE REMOVED
1-12" DOGWOOD
1-20" OAK
= EXISTING PROPERTY LINE
= EXISTING EASEMENT
= PROPOSED CONCRETE SIDEWAL
= PROPOSED BUILDING FOOTPRINT
= PROPOSED GRAVEL
PROPOSED SOD/GRASS AREA
= EXISTING TREE TO BE REMOVED
= FUTURE ASPHALT DRIVE
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PIN #: 0435-25-7035
DB 4235, PG 164
ZONING: M(P)
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Plant list
Trees & Shrubs
Key
Qty
Common Name
Size & Specs.
CM
18
Natchez Crape Myrtle
8'-10' HGT. 4' LIMBED CLEAR MULTI -STEM
ND
88
Nandina domestica (Harbor dwarf)
3 GAL. CONT
EA
24
Encore azalea
3 GAL. CONT
Grasses/Sod
Seed
Creeping Red Fescue
22,400 square feet
Contactor shall ensure that at the time of planting
seed adequate water shall be provided by means of irrigation
and/or hand watering for a period of four months beyond the date
of project completion and acceptance by the owner or owners
representative
Mulch
I
Pinestraw
17,000 square feet (Approx. 140 bales)
AVERITf PROPERTIES
PIN ##: 0435-24-6471
DB 5343, PG 159
ZONING: M(P)
IF IT IS DESIRED TO NOT INITIALLY PAVE
THE LOADING ! UNLOADING AREA, 8- ABC
STONE COMPACTED TO 100% ASTM D698
CAN BE USED IN PLACE OF THE HEAVY
DUTY PAVEMENT SECTION
FEDERAL EXPRESS FACILITIES D1I�IISlUNk(5AD`
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PIN #: 0435-14-8586
FUTURE
LOADINGIUNLQ;4DING
AREA I
DB 7572, PG 72
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PROPOSED HANDICAP PARKING - 1
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PIN #: 0435-24-6471
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PROPOSED SPOT ELEVATION
PROPOSED DRAINAGE FLOW PATH
DI = DROP INLET
MH = MANHOLE
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED INLET PROTECTION
BG PROPERTIES, LLC
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6" 24" XPANSION JOINT (8'-10' O.C.) 6'-0" VARIES 6'-0"
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(35% STANDARD PROCTOR) 12"x18"
OR AS SPECIFIED BY THE APPROPRIATE CITY/COUNTY ENGINEERING '/
DEPARTMENT OR THE DESIGN ENGINEER.) 0 6"
30" CURB AND GUTTER 30" CURB AND GUTTER
REINFORCED CONCRETE DETAIL HANDICAP RAMP z
REVERSE S L 0 P E NOT TO SCALE NOT TO SCALE NOT TO SCALE MAXIMUM o
NOT TO SCALE PENALTY 9" 2" w
5' $ 250 � MAXIMUM
GENERAL NOTES: SIDEWALK PENALTY s
1.5" S 9.5A SURFACE R7 8©
12
CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15 FOOT COURSE O $ 250 " "
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SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT
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FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10 FOOT AGAG
INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT / PAVEMENT CURB 12:1 MAX. 0 O
UNCONTROLLED CRACKING. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF j /\//\///\//\% \ COMPACTED SUBGRADE * o O �
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT \ /\/� ` \ /\/ /\ v SECTION A -A w z
FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2" SHALL BE OBTAINED. ALL
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CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB SHALL BE FILLED WITH JOINT 12" DEPTH co CV
SEALER. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT TO ALL 0 O LL
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2" S 9.5A SURFACE NOTES: w
co COURSE \/\�/\\/�\/ " 's x\\ 1\\1 1. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90. 0
0 8" NCDDT CRUSHED STONE AGGREGATE / ; 6 6 ��� _WHEELCHAIR RAMP _ (DROP CURB) 2. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS.
BASE COURSE 100% ASTM D698 �/� \ \ COMPACTED SUBGRADE TO NOT TO SCALE THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER.
/\/\/\/\/\/ / /i �/i �/i �/i 95X STANDARD PROCTOR 3. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM
COMPACTED SUBGRADE * COMPRESSIVE STRENGTH OF 3000 PSI ^
100% ASTM D698 TO 4. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE 0cn
ASPHALT TO CONCRETE PAVEMENT TRANSITION Ir" o
12 DEPTH WITH ASTM STD B-209. THICKNESS SHALL BE 0.80 INCHES. Z p
NOT TO SCALE 5. TOP EDGE TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A N N r-
HEAVY DUTY PAVEMENT S E C TI 0 N SUB -RESISTANT PRESSURE SENSITIVE NON -YELLOWING ADHESIVE, "SKOTCHCAL" r
TRANSPARENT FILE #639 OR APPROVED EQUAL. cn ��- N
NOT TO SCALE 6. REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED
BY 3M COMPANY OR APPROVED EQUAL. Z 6V
7. SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE, UPPERCASE LETTERS I V c THE TOP AND BOTTOM WOOD 8'-0" POST FACE TO FACE (MAX.} CROSS BRACES SHALL BE PLACED 6" ATTACH EACH 2 x 6 x 8 SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75" a Q ' ^ a�
FROM THE END OF THE WOOD CROSS BRACE TO THE SPACING BETWEEN LINES. s + O
PICKETS. THE MIDDLE BRACE SHALL 4 x 4 TREATED WOOD 8. CORNER RADIUS OF SIGNS SHALL BE 2.5" ^ j Z O
BE CENTERED WITHIN THE FENCE. POST WITH 2-3" x 114" ARROWS SHALL BE 5.625" LONG BY 3.75" HIGH. m q
X GALVANIZED LAG BOLTS
WITH WASHERS (TYP.) 9. MOUNT ON BUILDING OR METAL POST AS DIRECTED. CI Z O 0 U
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2 x 6 x 8 TREATED WOOD � 0 r• CN Z`
CROSS BRACE (TYP.) HANDICAP SIGN DETAIL
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3" TYP. WOOD POST (TYP.) W
� ATTACH EACH 1 x 6
WOOD PICKET TO THE
2 x 6 CROSS BRACE WITH
3 GALVANIZED NAILS (TYP.)GATE"HADOWBOX FENCE
1 x 6 TREATED WOOD
DOUBLE GATE PICKET (TYP.)
NOTES:
1. FOOTINGS SHALL EXTEND 18"
MINIMUM BELOW ADJACENT SHADOWBOX 1 8" 118"
EXISTING GRADE FENCE -COLOR GRADE 4" RAD. U
BELOW FROS
T DEPTHS PER TO MATCH BLDG. m 112" SLOPE
LOCAL CODES, SEE SOILS v • e• v : d r v ` v v ' rl 4 ' a. 'it
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REPORT FOR ANY ADDITIONAL 6"BOLLARD a '
8' CONCRETE °
DESIGN CRITERIA HIGH FOUNDATION o .o v ° 4 4
ENCLOSURE SHALL BE SHADOWBOX (TYP.) v • > X a �,, �,
FENCE : � INSTALL 1 x 6 BOARDS ° � o O
VERT., 2 x 6's MAY • •. • .` F^� Z
SLEEVE FOR q ° SLOPE OR BE HORIZ. TO va `.; .;; TOP OF CONCRETE 1I2" JOINT 1/8" RADIUS, TYP.
GATE STOP ACCOUNT FOR GRADE FOUNDATION TO BE
21 -4" 6" GRAVEL BASE CHANGES. SPACE 1 x 6 A RECTANGULAR SHAPE SEALER DUMMY GROOVE U o w o
SHHADOWBOX FENCE #5 BAR CONTINUOUS SECTION 'A' BOARDS EQUALLY
_�__ 4" EXPANSION JOINT CONTRACTION JOINT U
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AT MI 9X2.9 WWM VARIES SEE PLAN)3,000 PSI �` H
n-+- a ° �' -4" AT MIDSLAi3 WOOD FENCE SECTION X { cf] Z __,.._
D � v ° ' . 4 6 THK. CONCRETE #5 BAR CONTINUOUS ELEVATI — - "^' - '-'•• _- {, CONCRETE �
1/4 PER FT. 7
° ° JC 3,000 PSI MIN. OR (TYP) �„ ° 4 �� --i 00
AS SPECIFIED IN
6':BOLLARDv THE GEOTECH 6X6-2.9X2.9 WWM °
6" BOLLARD V-0" n n 5$ HIGH4 a C14v REPORT AT MIDSLAB FIN. GR. a n a ° a O I
HIGH FILL W1 CONIC. q 'a (TYR.) ° COMPOUND SIDE �(
(TYPICAL) 4 . X �- -- X S(4 4 x 4 TREATED WOOD POST {TYP.} U
o SLOPE 1r4" q » 6" THK. MIN, a a 4 x 4 TREATED wooD Posy (TYP.)
SECTION VIEW (D
INSTALL 1 x 6 BOARD
a PER 12 6 CRUSHED STONE AT END OF FENCE IF
° MINIMUW 4 BASE OR AS "
A SPECIFIED IN SIDE IS VISIBLE 4 Q a 4, 6 ASPHALT
THE GEOTECH 2 x 6 TREATED WOOD CROSS BRACE (TYP.)
1 x 6 TREATED WOOD PICKET MP.) Orr ° Q U U
� d REPORT �FiusHED MIN.
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COMPACTED SUBGRADE BASE OR AS °
C SECTION W SPECIFIED IN 6" 12" EXIST. GR, PLAN VIEW Q
THE GEOTECH /777
REPORT SHADOW BOX FENCE DETAIL 9" W ^¢
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SECTION 'Dr NOT TO SCALE 45° CJ) O R a
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8� BETWEEN STRUCTURES
CONIC. FOOTING 3,000 �A" U a �? o Z
a PSI @ 28 DAY
6" CONCRETE }
NOTE!! - CONTRACTOR SHALL PROVIDE PHOTOGRAPHIC OR ° 6A
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MANAGER UPON COMPLETION OF STEEL PLACEMENT.
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FORMED HOLE FOR #4 REINFORCING BAR I SEAL
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COMPACTED RD PROCTOR
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95� STANDARD PROCTOR '� 0 FESS '
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JOINT 5'-0" I-'-"4 SEAL {
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SECTION 'C' 1Zola(4"I STANDARD PRECAST CONCRETE PARKING CHOCK PLAN VIEW �F-A 43
(SEE SECTION FOR SIMILAR NOTES) 6.
INEE .
SIDEWALK DETAIL ,`
BOLLARD FOOTING WHEEL STOP NOT TO SCALE
DUMPSTE_R PAD DETAIL NOT To SCALE
NOT TO SCALE �J
NTH C-490
Fri -I
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OPTIONAL $
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'BRICK MAY BE USED
TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1'
6
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SECTION
C -- C OR.__D - D
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
04 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOM ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STO. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP Of BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
f 94 BAR
-I -
�1
`�
6 DOWEL
CIMUSIONs AND QUANTITIES FOR C0W TE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
i REINFORCEMENT
I BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEI6J}T
E1
A
B
H
N0.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WILLI
Ff. OF NT.
LBS.
REINF
CU. YDS.
MFN. H'
C.S.
R.C.
12"
2'-0"
2'-0"
2'-3"
12
2'-9"
3'-0"
3'-0"
0.167
0.167
0.185
22
0.750
0.015
0.024
15"
18"
2'-3"
2'-6"
2'-3"
2'-0"
2'-6"
2'-9"
12
14
3'-0"
V-3"
3'4`
3'-6"
3'-3"
3'-6"
0.196
0.227
0.196
0.227
0.204
0.222
24
30
0.902
1,065
0.023
0.033
0.036
0.049
31-3"
18
3'-9"
4f-O"
4'-0"
0.258
0.286
0.259
40
1.494
0.059
0.085
30"
3'-6"
3' 6"
3'-9"
18
4'-S"
4'-6"
4'-6"
0.375
0._375
0.296
51
1.860
_2.341
0_.092
0.127
38"
4'-0"
4'-0"
4'-3"
20
4'-9"
5'-O"
5'-0"
0.463
0.463
0.333
64
0.132
0.178
42"
4'-6"
4'-6"
4'-9"
22
5'-3"
5'-8"
V-6"
0.560
0.560
0.370
77
2.878
0.180
0.243
40"
5'-4"
5'-4"
5'-3"
! 26
W-3"
W-4"
W-4"
0.743
0.743
0.407
11t
3.623
0.235
-
0_317
54" Y
5'-10"
5'-10"
5'-9"
t 28
6'-7"
W-10"
W-fO"
0.865
0.865
0.444
126
1 4.283
0.297
0.401
T1=6
_S"66"
6'-6"
6'-3"
30
V-3"
7'-6"
7'-6"
1.042
1 1.042
0.481
146
5.090
0.367
0.495
7'-1"
7'-1u
6'-$"
32
7'-10"
8'-1"
8'-1"
1.210
1.210
O-W8
169
5.917
0.444
0.589
SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER
B � B
L_-
BOTTOM OF COVER
2'-114"
1"`TYPE #1
ALTERNATE
err! 2r-0142r,_�it
2'-914" 1
SECTION A -A I
� 1
TYPE #2
PLAN OF COVER
CIA
It
3.4 I� r
4;4
'L-------1'-1O°--..........
SECTION B-B
MINIMUM WEIGHTS - LBS.
FRAME - 180
COVER - 120
TOTAL - 300
SPECIFICATION
CLASS 30 IRON MEETING
ASTM A-48
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HEET I OF 11
840.16
1" DEPRESSION
ir_7r/8rr
SECTION G-G
2`-31/'r
17'i6 rr .Lrr
SECTION H-H
TOP OF RISER = 192.35
1.25" SCH. 40 PVC
DRAWDOWN ORIFICE
1.0" STORAGE ELEVATION=191.44
NORMAL POOL EL. µ 190.50
1112n
r
1112''
Iq`
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7
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PLAN
1'-7§18rr
OF GRATING
CAST IRON
F
PLAN OF FRAME
CAST IRON
�Brr 1/8n /8rr 1/8rr
lip �n 1rr 1rr
3' 3�" 2r-33/,r
1� n i 1/8 rr it 1/8 rr
3/4
I 34 it 34
�4
3'-2" � � 2'-2"
21,'a 21/8"
3'-13/4" N 2'-14r' I N cm
3'-6" 2'-6rr
SECTION E-E SECTION F-F
oU)
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LY
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WF-LLQJ
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- GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
/ OUTLET PIPE
4'� (1)12" RCP CLASS III
INV. UP=190.50
INV. DOWN=190.50
4'x4' REINFORCED
/ CONCRETE BOX
16"
5va% 6" EXTENDED
BASE
OUTLET STRUCTURE DETAIL
NOT TO SCALE
SLOPE = 0.00%
NOTE:
1. FOR MAINTENANCE EFFORTS OR IN CASE OF EMERGENCY,
STORMWATER STORED BELOW PERMANENT POOL SHALL BE
PUMPED.
2. ALL STORMWATER (INCLUDING ROOF DRAINAGE) MUST BE
CONVEYED TO THE STORMWATER BMP_
SUITABLE PLANTS NJ DETENnQN POND PL6ti nNG
PICKERELWEED (PONTEDERIA CORDATA) CONTRACTOR TO INSTALL ON THE 10:1
DUCK POTATO (SAGGITARIA LATIFOLIA AND SAGGITARIA CARDINALIS) SLOPED SHELF, EQUAL NUMBERS OF EACH
SWAMP ROSE (HIBISCUS MOSHEUTOS) OF THE LISTED SUITABLE PLANTS, DURING
BLUE FLAG (IRIS VIRGINICA) INSTALLATION, GROUP SIMILAR SPECIES OF
CARDINAL FLOWER (LOBELIA CARDINALS) PLANTS TOGETHER. INSTALL PLANTS 24'
O.C. IN A CHECKERBOARD PATTERN.
6' 20 SOD ALL SLOPES ABOVE PERMANENT POOL EL
10:1 SHELF 6' ABOVE & 6- BELOW
EL. 190.50 EL. 194.00 PERMANENT POOL PLANTED WITH SUITABLE
�1 101WETLAND SPECIES OR VEGETATION.
EL. 190.00 (TOP OF RIP -RAP) EL. 192.75 (TOP OF RIP -RAP)
'- PERMANENT POOL EL 190.50
6
FILTER FABRIC FILTER FABRIC I �-- �- ! 3.5' POND
N. THICK CLASS'B' RI _RA 6" THICK CLASS'B' RIP -RAP --
FOREBAY PROTECTION DETAIL EMERGENCY SPILLWAY DETAIL POND SIDE SECTIONI
NOT TO SCALE NOT TO SCALE NOT TO SCALE
OVERFLOW STRUCTURE
(SEE DETAIL)
- 100 YR. EL. = 193.110
TOP EL. FOREBAY
- - - -
50 YR. EL. = 192.95
---- _------------ _ _ -----
--� -� --�
25YR. EL. =192.7�._._---�.._._-..._._-,-^---
9
---- ~25YR.EL.=192.
__..�.-_...--._.._..�
��
-----------------
10
----, _
1YR. EL. =191.63
---
----------
RUNOFF STORAGE EL. = 191.44
------ - - - - - - - - -
- -
_1A"
PERMANENT POOL EL. (NORMAL WATER SURFACE) 190.50 ---��-^-�
--^
1
FOREBAY
MAIN POND Q
BOTTOM EL. FOREBAY=187.00
10,
POND BOTTOM EL. = 186.00
VEG SHELF
10:1 SLOPE TYP.
FOREBAY IS DIVIDED FROM THE
1' OF POND DEPTH 15 FOR
SEDIMENT ACCUMILAT)ON
AROUND POND
MAIN POND BY EARTHEN BERM
FOREBAY AND STORAGE
POND SECTION PER DWQ POLICY
NOT TO SCALE
W co
F.r
Q
Q
Z O
fr
0 CIO
cc
Q cod co
Z LL
x J n
Z x
W LLJ
co
C1 m
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u_
840.16
TOP OF DAM EL. = 194.00
iI .. I r.'tj �Ts r i r';;I' 1 ��' r•, �'.} #I S'IT, Tti:r��I,IPf •1

,, r i i .t � 4-, �' �"�' e�r�����. - —'—_._ ___�. ,._ ___._.___.._ _� —�.'� i.: ,t ,__ o •c -, 3_.. - sir' it Lh_
NCOOT #5 OR #57
WASHED STONE
A
ALL OUTLET
PIPES SHALL HAVE
FLARED END SECTIONS
STORM DRAIN PIPE
SLOPE = 0%
STORM DRAIN PIPE
FILTER FABRIC
SECTION
RIP -RAP SCHEDULE
TAILWATER
FLOW
N.C.D.O.T. CLASS B
RIPRAP, MINIMUM
18" THICK, TYPICAL
UPSTREAM
DOWNSTREAM
PIPE DIA. (IN.)
LENGTH (FT.)
WIDTH (FT.)
WIDTH (FT.)
1
24
8
6
9.5
2
15
11
1 3.75
15
RIP -RAP APRON
NOT TO SCALE
t-L/-\IN VILVV
50' MIN.
I--6" DIVERSION TO DIRECT RUNOFF FROM R/W
............. .
SECTION VIEW
TEMPORARY CONSTRUCTION
CO TRANC E
J" WIRE MESH
19-GUAGE HAS
(iME
NCD
WA
A
NOTE:
FOR CURB INLETS AND DROP INLETS
INLET PROTECTION
NOT TO SCALE
SECTION A - A
C. 0=. . _r.__
PE)
Z
co
w w
Uj
z
N
r
r
ATTACH SKIMMER TO THE LOW LEVEL
ORIFICE (EL. = 190.60)
EMERGENCY SPILLWAY DRAWDOWN VOLUME FAIRCLOTH SKIMMER
MAXIMUM LEVEL OF SEDIMENT COLLECTED ELDETA75 EL.192.35 TO EL.190.50 ORIFICE DIAMETER = 1.5"
CLEAR BASIN WHEN THIS LEVEL IS REACHED. (SEE DETAIL)
(SEE DETAIL)
1 I 4.5' FLOOD STORAGE
— --- -- - - - ---- ---------------------- _-- -- - -- -_- __ - - --- - - - _
FLOW--ow.-
STORM DRAIN OUTFALL
VARIES AS DIRECTED BY ENGINEER (6' MAX.)
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12" STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE. WIRE AS DIRECTED
BY THE ENGINEER
3. STEEL POST SHALL BE 5' 0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
GROUND LINE
I-
U)
a
W
RISER EL.=192.35
(SEE OUTLET
STRUCTURE DETAIL)
FLOW-
1 3.6 SEDIMENT STORAGE ZONE (TOTAL BASIN CAPACITY)
— — — — — — -\--._..........._......:...------ _ _ _ _ 3.5 —.__--....---_.------------------------------.-----.....--- ,....---
2.5' MAX. SEDIMENT DEPTH I�I
_ BOTTOM ELEVATION = 187.00 I I
-III ,,III i►!---Ill III III III III III III III III III Ili III ,III-'
111 III III III 111 III III I11 [11 III III 111 III II
FILTER FABRIC
FILL SLOPE
ANCHOR FILTER
FABRIC SKIRT
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
SEDIMENT BASIN DETAIL
NOT TO SCALE
OUTLET END: CONNECT
TO LOW LEVEL ORIFICE
SKIMMER DETAIL
NOT TO SCALE
TOP EL. 194.04
INV.OUT=190.50
OUGH DOOR
4T
SEDIMENT BAST LCU TIO
CA LA
Requirements - I-V tJN�E
JL
Min Surface Area 435 sf/cfs = 6 164'sf E N C�_ , H E R ,
a. N
Mln. Volume (l,$OO cf/Ac) = 7,830 cf
F--I
Provided:
Basin Volume:
Cumulative
Contour Area Incremental Volume
Contour SF Volume CF CF
187.00 2 676 0 0
_ _. ..
188.00 3,786 3 231 3,231
189.00 5,039
4,413 7 644
190.00 6,424 5,732 13,375
r
r-{
190.50 8,493 3 729 17,104 Skimmer Discharge Elevation
__.. _
i9fA0 10,772 4 $16 21,921
192.00 12,214 11,493 33,414 ..
192.35 12 719 4 353 37,777 Riser Structure Elevation
o
192.75 13,320 5 208 42,985 Emergency Spillwayleyation
- - - ...
U
193.00 13,714 3 379 46,364
194.00 15,269 14 492 60 855 I
,
Outlet Structure (See H dry afkw Data): E
Riser EL_ QPrincipal Spi11 aye= 192.35
Weir EL. Emergency Spillway)- 192 75
Proposed Sediment Storage 191 00
;� 21r921 Cf ....
Volume at Proposed .EL
Surface Area at Proposed EL. = 10�772 sf
i
Pond Dimensions: (@ Principal S lllwa El.}
"Len th =
Width _ 711t
L to W Ratio 3 1
o
Skimmer Design; (SEE ATTACHED FAIRCLOTH SiQMMERSELECTION CHART,
' *Outflow EL. _• 190.50
l�--j
* Note that the calculated basin volume for dewatering is the difference in the volumes at
1
EL. 192.25 and EL. 190.50 and not from the bottom of the basin
r�l
Drawdown Orifice Check
!�
Dewater Vol 20,673 cf
I---{
Average Head 0.62 ft F '
Ca
= 1.5 inches E
TDewater
r ._ 5 days
SEDIMENT BASIN CALCULATIONS
NOT TO SCALE
rrH
1--y
TT7.
7-