20160211 Ver 1_Site Plans_20160301

TABLE OF CONTENTS
Cover Sheet
SW -1
and
Trail Layout - North
SW -2
19+00
Trail Layout - South
SW -3
Profile
Pleasants Road Parking Area and Boardwalk Layout & Planting
C-1
Pleasants Road Parking and Boardwalk Grading
SW -4
Boardwalk and Bridge Layout
C-2
Downstream Bridge and Pipe Crossing
C-3
Bridge Crossing at Gin Branch
S-0
Structural Notes
S-1
Structural Plans & Details
S-2
Structural Plans & Details
S-3
Structural Plans & Details
S-4
Structural Plans & Details
SW -5
Hunt Valley Parking Area Layout & Planting
SW -6
Site Details
PP -1
PP -2
PP -3
PP -4
PP -5
PP -6
EC -1
EC -2
EC -3
EC -4
EC -5
EC -6
EC -7
Plan
and
Profile
10+00 to
19+00
Plan
and
Profile
19+00 to
28+00
Plan and Profile 28+00 to 37+00"
Plan and Profile 37+00 to 46+00
i
Plan and Profile 46+00 to 55+00
Plan and Profile 55+00 to 61+00
i
& Hunt Valley Parking Area Grading
Erosion Control Sheet Key
Erosion Control Northern Area
Erosion Control Central Area - z
Erosion Control Eastern Area
Erosion Control Details
Erosion Control and Miscellaneous Details
Storm Drainage Structures
Susan
Hatchell
Landscape Architecture, PLLC
711 West North Street, Raleigh NC 27603
Tel. [phone], Fax. [phone]
WARD CONSULTING ENGINEERS, P.C.
EP
FIRM LICENSE N0: C-2619
4805 Green Rd, Suite 100 [phone]
Raleigh, NC 27616 FAX [phone]
IL4SflGHT�
structural en gineers
120 St. Mary's Street
Raleigh, NC 27605
91 9.833.0495
LysaghtAssociates.com
Firm No. C-0621
TURNIPSEED NATURE
PRESERVE PROJECT NOTES:
DEMOLITION NOTES:
Wake County, North Carolina
February 26, 2016 -PERMIT SET
CITE nATO
NAME TURNIPSEED NATURE PRESERVE
OWNER WAKE COUNTY
PROPERTY ADDRESS 0 PLEASANTS ROAD, WENDELL, NC
ZONING DISTRICT R-30
TOTAL LAND AREA 252.79 AC
PROPOSED USE NATURE PRESERVE, PASSIVE RECREATION
PARCEL IDENTIFIER NUMBERS (PINS) 1772-26-1939; 1772-36-3030; 1772-24-1463; 1772-25-1653;
1772-15-2364; 1772-14-4414
REQUIRED BUFFERS:
REQUIRED STREET YARD:
REQUIRED SIDE YARD:
REQUIRED REAR YARD:
AMOUNT OF GRADED OR DISTRUBED AREA
EXISTING IMPERVIOUS SURFACE
PROPOSED IMPERVIOUS SURFACE
TOTAL PARKING SPACES PROVIDED
PLEASANTS ROAD ACCESS
PARKING AREA & TRAILHEAD
CONSTRUCTION
ACCESS
30' NATURAL BUFFER
30' MIN.
10' MIN.
30' MIN.
16.88 ACRES
1.54 ACRES, <1% OF TOTAL SITE
3.11 ACRES, OR 1.23% OF TOTAL SITE
70 (INCLUDING 4 ADA ACCESSIBLE)
R-30
WAKE COUNTY REQUIRED NOTES:
1. FINAL ZONING AND SITE IMPROVEMENT
INSPECTION SHALL BE REQUIRED TO VERIFY SITE
PLAN COMPLIANCE BE DONE BEFORE A
CERTIFICATE OF COMPLIANCE IS ISSUED BY
WAKE COUNTY BUILDING INSPECTIONS
2. DETERIORATED OR DEAD SCREENING
SHALL BE REPAIRED OR REPLACED WITHIN SIX
MONTHS
3. NO PERMANENT CONSTRUCTION CAN OCCUR
WITHIN BUFFER YARDS
4. SEPTIC TANKS, SEPTIC DRAIN LINES ARE
PROHIBITED IN REQUIRED BUFFERYARDS.
STORMWATER RETENTION AND DETENTION
FACILITIES, STORAGE TANKS FOR ANY PURPOSE,
UTILITY SUBSTATIONS, AND BUILDINGS HOUSING
UTILITY SUBSTATIONS AND BUILDINGS HOUSING
UTILITY COMMODITIES OR EQUIPMENT ARE ALSO
PROHIBITED IN REQUIRED BUFFERYARDS.
0 200 400 800
SCALE: 1" = 400' - I
PERMIT SET
NOT FOR CONSTRUCTION
1. CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.
2. CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH PROJECT PLANS, SPECIFICATIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. SOME FIELD ADJUSTMENT
IS EXPECTED, ESPECIALLY FOR TRAIL LAYOUT. ONLY SPECIFIC AREAS OF THE SITE HAS BEEN SURVEYED.
3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, DEPTHS, DISTANCES, ANGLES AND SLOPES PRIOR TO ORDERING MATERIALS OR CONSTRUCTING PROJECT. LIMITS OF
DEMOLITION SHALL BE MARKED IN THE FIELD PRIOR TO CONSTRUCTION.
4. REFER TO CONSTRUCTION SEQUENCE ON SHEET EC -1.
5. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF THESE UTILITIES DURING
THE CONSTRUCTION OF THE PROJECT WITHOUT ANY ADDITIONAL COST TO THE OWNER.
6. CONTRACTOR SHALL DEMOLISH AND REMOVE ITEMS LABELED "TO BE REMOVED" AND DISPOSE OF THEM OFFSITE IN A LAWFUL MANNER.
7. TREE/SILT PROTECTION FENCE SHALL BE INSTALLED PRIOR TO START OF DEMOLITION.
8. THROUGHOUT THE DURATION OF THE CONTRACT, THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AT THE NATURE PRESERVE'S ENTRANCES TO PROTECT THE PUBLIC
AND KEEP PEDESTRIANS OUT OF THE CURRENT PORTION OF THE WORK.
TREE PROTECTION AND CONSERVATION NOTES:
1. TREE/SILT PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE OR ISSUANCE OF A GRADING PERMIT AND SHALL INCLUDE WARNING SIGNS
POSTED IN BOTH ENGLISH AND SPANISH, AS FOLLOWS: "NO TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR / ZONA PROTECTORA PARA LOS ARBOLES." NO DISTURBANCE
ALLOWED WITHIN THIS AREA. AREA MUST BE PROTECTED WITH BOTH TREE PROTECTION FENCING AND WARNING SIGNS.
2. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP,
VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING
SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS
COMPLETE.
3. NO STORAGE OF MATERIALS, DUMPING OF WASTE MATERIALS, FILL, PARKING OF EQUIPMENT, AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE TREE
PROTECTION AREA, AND SHALL BE SO POSTED ON THE PROTECTION FENCE.
GRADING NOTES:
1. CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES THAT WILL REQUIRE GRADE ADJUSTMENTS.
2. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP,
VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING
SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS
COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA.
3. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND PRIOR TO THE CERTIFICATE OF OCCUPANCY (CO) IS SCHEDULED. THE
FENCING SHALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR THE CO.
4. CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO LANDSCAPE ARCHITECT.
5. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, DEPTHS, DISTANCES, ANGLES AND SLOPES PRIOR TO ORDERING OR CONSTRUCTING PROJECT.
6. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE PROTECTION OF THESE UTILITIES DURING THE
CONSTRUCTION OF THE PROJECT.
7. MAXIMUM LONGITUDINAL SLOPE ON LANDINGS IS 2%, MAXIMUM LONGITUDINAL SLOPE ON TRAILS IS 4.99%.
8. MAXIMUM CROSS SLOPE ON LANDINGS AND TRAILS IS 2%.
9. EXCESS SOIL THAT CANNOT BE USED FOR ON-SITE FILL SHALL BE HAULED OFF SITE OR WASTED IN DESIGNATED STOCKPILE SOILS AREA WITHIN THE LIMITS OF DISTURBANCE AS
SHOWN ON EROSION CONTROL PLANS. THESE AREAS MAY BE SUBJECT TO ADDITIONAL EROSION CONTROL MEASURES.
10. CONTRACTOR SHALL ONLY CLEAR AND DISTURB THE MINIMUM AREA REQUIRED TO CONSTRUCT PARKING AREAS, BRIDGES, BOARDWALKS AND TRAILS. CONTRACTOR SHALL FINISH
AND SEED DISTURBED AREAS WITH DETERMINED SEED MIX TO MINIMIZE THE AMOUNT OF SITE DENUDED AT ANY ONE TIME.
11. CONTRACTOR SHALL GIVE LANDSCAPE ARCHITECT A MINIMUM OF 24 HOURS NOTICE PRIOR TO TESTING.
12. STAKE PARKING LOTS, ADA PARKING SPACES, GATES, TRAILS, PICNIC AREAS, BOARDWALKS, BRIDGES, AND PIPE CROSSINGS IN THE FIELD FOR LANDSCAPE ARCHITECT'S APPROVAL.
NOTIFY LANDSCAPE ARCHITECT OF ANY ADJUSTMENTS OR IF CLARIFICATIONS ARE NECESSARY. CONTRACTOR SHALL GIVE LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS NOTICE FOR
APPROVAL OF STAKING.
13. CONTRACTOR SHALL ACCEPT ACTUAL CONDITIONS AT THE SITE AND PERFORM THE WORK SPECIFIED WITHOUT ADDITIONAL COMPENSATION FOR POSSIBLE VARIATION FROM GRADES
AND CONDITIONS SHOWN WHETHER SURFACE OR SUBSURFACE, EXCEPT AS PROVIDED FOR BY THE CONTRACT DOCUMENTS.
STAKING NOTES:
1. CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO LANDSCAPE ARCHITECT.
2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, DEPTHS, DISTANCES, ANGLES AND SLOPES PRIOR TO ORDERING MATERIALS OR CONSTRUCTING PROJECT.
3. CONTRACTOR SHALL STAKE THE CENTERLINE OF THE TRAIL IN THE FIELD FOR LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO CONSTRUCTION. ONLY SPECIFIC AREAS OF THE SITE
HAVE BEEN SURVEYED, SO ADJUSTMENTS AND VARIATIONS FROM THE DRAWING ARE EXPECTED TO BE NECESSARY IN ORDER TO MAINTAIN A MAXIMUM 4.99% SLOPE AND AVOID LARGE
TREES, NATURAL FEATURES, ENHANCE VIEWS, ETC.
4. STAKE PARKING LOTS, ADA PARKING SPACES, GATES, TRAILS, PICNIC AREAS, BOARDWALKS, BRIDGES, AND PIPE CROSSINGS IN THE FIELD FOR LANDSCAPE ARCHITECT'S APPROVAL.
NOTIFY LANDSCAPE ARCHITECT OF ANY ADJUSTMENTS OR IF CLARIFICATION IS NECESSARY. CONTRACTOR SHALL GIVE LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS NOTICE FOR
APPROVAL OF STAKING.
5. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE PROTECTION OF THESE UTILITIES DURING THE
CONSTRUCTION OF THE PROJECT.
6. THE CONTRACTOR SHALL ADEQUATELY AND FULLY PROTECT ALL PARTS OF THE WORK AGAINST DAMAGE UNTIL COMPLETED AND ACCEPTED BY THE OWNER. ANY DAMAGES,
INCLUDING VANDALISM OF PARKING AREAS OR TRAILS SHALL BE PROPERLY REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.
7. THROUGHOUT THE DURATION OF THE CONTRACT, THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES TO KEEP TRAFFIC OUT OF THE CURRENT PORTION OF THE WORK.
8. THE CONTRACTOR SHALL PROTECT EXPOSED SURFACES ADJACENT TO THE WORK FROM PHYSICAL DAMAGE RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL
CLEAN, REPAIR, OR REPLACE, AS REQUIRED, SURFACES DAMAGED DURING THE COURSE OF THE WORK AT NO ADDITIONAL EXPENSE TO THE OWNER.
T VALLEY TRAIL
K ACCESS
I2F_[•y21LVA l: 10kI
PLANTING NOTES:
1. THE LANDSCAPE CONTRACTOR SHALL BE A LICENSED LANDSCAPE CONTRACTOR IN NC, AND SHALL PROVIDE PROOF OF LICENSE AFTER BIDDING.
2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, DEPTHS, QUANTITIES, DISTANCES, ANGLES AND SLOPES PRIOR TO ORDERING MATERIALS OR INSTALLING PROJECT.
3. CONTRACTOR SHALL ACCEPT ACTUAL CONDITIONS AT THE SITE AND PERFORM THE WORK SPECIFIED WITHOUT ADDITIONAL COMPENSATION FOR POSSIBLE VARIATION FROM GRADES
AND CONDITIONS SHOWN WHETHER SURFACE OR SUBSURFACE, EXCEPT AS PROVIDED FOR BY THE CONTRACT DOCUMENTS.
4. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM OWNER REPRESENTATIVE FOR ANY PLANT SUBSTITUTIONS OF SPECIES, SIZES, OR TYPE OF CONTAINER.
5. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR THE PROTECTION OF THESE UTILITIES DURING THE
CONSTRUCTION OF THE PROJECT, AND SHALL PROMPTLY REPAIR AND RESTORE SERVICES AT NO ADDITIONAL COST TO THE OWNER.
6. THE CONTRACTOR SHALL VISIT THE SITE, FAMILIARIZE HIMSELF WITH ACTUAL CONDITIONS AND VERIFY EXISTING CONDITIONS IN THE FIELD.
7. CONTRACTOR SHALL MAINTAIN CAREFULLY ALL BENCH MARKS, MONUMENTS AND OTHER REFERENCED POINTS. IF DISTURBED OR DESTROYED, THE CONTRACTOR SHALL REPLACE AS
DIRECTED AT NO ADDITIONAL COST TO THE OWNER.
8. CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE FULL SET OF CONSTRUCTION DRAWINGS AND SPECIFICATIONS FOR COORDINATION WITH UTILITIES.
9. CONTRACTOR WILL LEAVE DISTURBED AREAS LEVEL AND RAKED SMOOTH, REMOVING ALL ROCKS AND DEBRIS.
10. MULCH WILL BE A 3" LAYER OF TRIPLE SHREDDED HARDWOOD MULCH. SUBMIT SAMPLE FOR APPROVAL.
11. IF FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF TREES OR SHRUBS IS SHOWN, SELECT STOCK FOR UNIFORM HEIGHT AND SPREAD FROM SAME SOURCE TO ASSURE
SYMMETRY IN PLANTING.
12. ALL EXISTING CONDITIONS OUTSIDE THE CONTRACT LIMITS, CURBS, SIDEWALKS, TURF AREAS AND PAVING DAMAGED IN PERFORMANCE OF THIS WORK SHALL BE RESTORED WITHOUT
EXTRA COST TO THE OWNER IN THE MANNER PRESCRIBED BY AUTHORITIES HAVING JURISDICTION.
13. CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO LANDSCAPE ARCHITECT. IN CASE OF DISCREPANCY BETWEEN THE QUANTITY OF PLANTS ON THE PLANS COMPARED TO THE
PLANT LIST, THE CONTRACTOR SHALL SUPPLY QUANTITIES AS DRAWN ON PLANS.
14. CONTRACTOR SHALL SEED ALL AREAS DISTURBED DURING INSTALLATION NOT SPECIFIED TO BE COVERED BY MULCH.
15. ALL SIX FOOT MULCH RINGS AND STAND ALONE MULCH AREAS SHALL BE BE MULCHED WITH TRIPLE SHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED ON THE CONTRACT
DRAWINGS. ALL MULCH AREAS SHOWN TO TIE INTO NATURAL AREAS SHALL BE MULCHED WITH LEAF MULCH.

PLEASANTS ROAD
PARKING AREA & BOARDWALK
LAYOUT, SEE SHEET SW -3
SEE DETAIL 1, SHEET EC -5 FOR STANDARD
CONSTRUCTION ENTRANCE DETAIL
r13 PARK ENTRANCE
SW -6 GATE
FINAL LOCATION TO
BE FIELD LOCATED
1 CONCRETE APRON
SW -6 AT DRIVEWAY
2 CONCRETE TRANSITION
kSW-61 AT GRAVEL
0
1 CRUSHED SCREENING
W-4 TRAIL TRANSITIONS
4
o
40�
0 I
BEGIN
CONSTRUCTION
ACCESS 1
a
,
CONSTRUCTION—
ACCESS
s
i o '
`
BOARDWALK "A" r
SEE SHEET SW -3, PLEASANT.$ ROAD PARKING
AND BO RD L . E OCTYRALSHEETS
FO 'BO R L D L o�
XISTI NG
/ TYPICAL
N TURAL S F CE BOARDWALK CROSSIN
/ F T SEE STRUCTURAL AND
EROSION C TROZ
SHEETS
B IDGE E
ST UC RLS E S
IP CR S ING
S
��.
N
IN
1
F ATH L SU FACE
0
1 GM
��TPI A 1
Iff
RUSHED KRKNINGS
-� - T IL TR7s,
I
' BOARDWA K "
\ --_, SEE SHE` T -4
o j
M L -'
E V F R OU E
F IL YOU
TRAIL LAYOUT
1. THE CENTERLINE OF THE TRAIL IS SHOWN ON THE PLANS. THE TRAIL WIDTH IS 6' WITH A 2'
SHOULDER ON EACH SIDE. DITCHES AND DRAINAGE PLANS ARE SHOWN ON EROSION CONTROL
SHEETS.
2. MAXIMUM LONGITUDINAL SLOPE ON LANDINGS IS 2%, MAXIMUM LONGITUDINAL SLOPE ON ALL
TRAILS AND AT ALL TRAIL HEADS IS LESS THAN 5%.
3. MAXIMUM CROSS SLOPE ON TRAILS, LANDINGS, AND BOARDWALKS IS 2%.
4. LOW HANGING OBJECTS OR BRANCHES THAT ARE LOWER THAN 96 INCHES ABOVE THE TRAIL
SURFACE ARE NOT ALLOWED. VERTICAL CLEARANCE OF THE TRAIL SHALL NOT BE LESS THAN 96"
5. FINAL TRAIL ALIGNMENT INCLUDING LOCATIONS OF 10' BOARDWALK CROSSINGS TO BE
DETERMINED IN THE FIELD AND SHALL BE FLAGGED BY THE CONTRACTOR FOR REVIEW BY THE
LANDSCAPE ARCHITECT AND THE OWNER.
6. TIMBER EDGING SHALL BE INSTALLED AT DOWNHILL STEEP SECTIONS OF THE TRAIL, SEE DETAIL
2, SHEET SW -2.
SEE,
E
END
CONSTRUCTION
ACCESS
PEDESTRIAN
BRIDGE "B", SEE
SHEET SW -4
#3
� p
o G�
so
/7�)i
�♦ PEDESTRIAN BRIDGE "A"
AND PIPE CROSSING,
SEE SHEET SW -4
o �
• FUTURE TRAIL
OVERLOOK
i
I
IN
C) 'CRUSHED r9
CREENINGS TRAILSW-E
LESS THAN 5% SLOPE
�4* FUTURE TRAIL
OVERLOOK
C�� r
+11-000, PEDESTRIAN BRIDGE "B",
SEE SHEET SW -4 AND STRUCTURAL
i SHEETS, S-1 THROUGH S-4
I
I
I
,J
_ I
i
/SHEET
/ SW -1 ,
MATCHLINE A
SHE
SW 2T
NAD 83 NC GRID
0 75 150 300
SCALE: 1 " = 150'- 0"
MATCHLINE B I
TRAIL SEGMENT CHART:
TRAIL
SURFACE
U
APPROXIMATE
# OF 10' BOARDWALKS
W
_�j
WIDTH
W
NOTES
SEGMENT
TYPE
LENGTH
AND PIPE CROSSINGS
#1
CRUSHED
6'
225'
0
FROM END OF CONCRETE SIDEWALK AT PLEASANTS
SCREENINGS
Zv
4..jrz
ROAD PARKING TO BEGINNING OF BOARDWALK "A"
#2
CRUSHED
6'
1785
,
6 BOARDWALKS
FROM END OF BOARDWALK "A" TO BEGINNING OF
SCREENINGS
--
U
PEDESTRIAN BRIDGE "A". SWITCHBACKS WILL BE
v
4-1Q0
o0
NECESSARY TO MAINTAIN LESS THAN 5% SLOPE.
#3
CRUSHED
6
2,155'
2 BOARDWALKS,
FIELD LOOP TRAIL
SCREENINGS
r
1 SMALL PIPE CROSSING
M
#4
CRUSHED
6'
1220'
,
2 BOARDWALKS,
FROM END OF PEDESTRIAN BRIDGE "A" TO
ru
SCREENINGS
H
1 LARGE PIPE CROSSING
BEGINNING OF BOARDWALK "B".
"leo
Fs0%
S� Op
F
CRITICAL \ FULL BENCH
POINT \
TRAILBED --
CUT SLOPE. \
ADJUST ANGLE
BASED ON SOIL TYPE. \
I \
I
SLOPE TRAIL
TO DRAIN
2% MAX.
NATURAL
SLOPE
30,S0/ S/OF SC
OpF CRITICAL 3/4 BENCH
POINT
\
\ TRAILBED
\ I CRITICAL POINT
\ I
CUT SLOPE. \ FILL SLOPE
ADJUST ANGLE
BASED ON SOIL TYPE. —� �/ NATURAL
SLOPE TRAIL I SLOPE
TO DRAIN
2% MAX.
10-30 E SLOPE
CUT SLOPE:
ADJUST ANGLE
BASED ON SOIL TYPE.
0-10% SIDE SLOPE
BALANCED SECTION
—CRITICAL POINT
TRAILBED --
SLOPE TRAIL
TO DRAIN
2% MAX.
ON GRADE SECTION
TRAILBED
I
SLOPE SOIL
TO DRAIN
2% MAX.
CRITICAL POINT
FILL SLOPE
NOTES:
1. USE FULL BENCH CUT WHEREVER POSSIBLE.
2. IF NATIVE MATERIAL CONSISTS OF LARGE AMOUNTS OF TOPSOIL OR ORGANIC MATTER, IT SHOULD BE
REMOVED AND SET ASIDE FOR LATER USE AS A COVER AND PLANTING SURFACE FOR EXPOSED
SUBSOIL.
3. MAINTAIN CROSS SLOPE SO THAT WATER RUNS ACROSS INSTEAD OF DOWN TRAIL. 2% MAX. CROSS
SLOPE.
4. SELECT TRAIL ALIGNMENT TO PROVIDE A ROLLING GRADE OF CRESTS AND DIPS IN ORDER TO
MINIMIZE WATER FLOW ALONG TRAIL. SEE CIVIL SHEETS FOR DRAINAGE.
5. REMOVE ANY SHARP OR LOOSE STONES.
6. ROUND OFF AND COMPACT CRITICAL POINTS WHERE SIDE SLOPES MEET EXISTING GRADES IN ORDER
TO MINIMIZE EROSION OF CUT AND FILL SLOPES.
7. BROADCAST EXCESS CUT SOIL DOWNHILL TO AVOID CREATING A BERM AT TRAIL EDGE. 6" DEPTH MAX.
AVOID FILLING AT SENSITIVE VEGETATION.
8. SEED OR MULCH TO STABILIZE CUT AND FILL AREAS.
9. CUT/FILL SLOPES NOT TO EXCEED 3:1.
TYPICAL TRAIL CUT AND FILL SLOPES
Not to Scale
LEGEND:
BRIDGE
BOARDWALK
PROPOSED 6' WIDE CRUSHED
SCREENINGS TRAIL
---- FUTURE NATURAL SURFACE
TRAILS AND OVERLOOKS
SITE AMENITIES FOR FIELD LOOP PICNIC AREA QTY.
8' ADA PICNIC TABLE 1
6' ADA ACCESSIBLE BENCH 1
6' BENCH 1
LIMIT OF CLEARING
z \
Q \
W \
J
U
O
io O
I I
II m
Yq II ,I >
z
SHOULDER SHnI ii IIFR
REMOVE REMOVE
DRAINAGE
SWALE
TRAILWAY AND DRAINAGE SWALES
z
0
0
�D
W er-
U) I--
f—
_z
2 0
W
LL O
LL
0
v .00 _ c�
�,•' � lld 3 q a'�,,,
XP`��
LO
SUSAN O,,2,".
PRUNE, TYP.
LIMBS TO BE
REMOVED
AT COLLAR
NOTES:
1. SELECT TRAIL ALIGNMENT TO AVOID ANY LARGE OR SIGNIFICANT TREES. FINAL
TRAIL CENTERLINE TO BE FLAGGED OR STAKED IN THE FIELD FOR APPROVAL BY
LANDSCAPE ARCHITECT AND OWNER PRIOR TO CONSTRUCTION.
2. VEGETATION SHOULD BE CLEARED TO A HEIGHT OF 96" ABOVE TRAILBED.
BRANCHES THAT COULD RESTRICT TRAIL USE WHEN WEIGHTED DOWN WITH
RAIN OR SNOW SHOULD ALSO BE REMOVED.
3. AN OVERHEAD CANOPY OF BRANCHES SHOULD REMAIN TO SLOW THE GROWTH
OF GRASSES OR WEEDS THAT THRIVE IN SUNLIGHT.
4. VERIFY REMOVAL AND/OR PRUNING OF LARGE TREES ON TRAIL PRIOR TO
CONSTRUCTION.
CLEARING LIMITS
Not to Scale
2
SW -1
ori
_41
U
o0
REMOVE REMOVE
DRAINAGE
SWALE
TRAILWAY AND DRAINAGE SWALES
z
0
0
�D
W er-
U) I--
f—
_z
2 0
W
LL O
LL
0
v .00 _ c�
�,•' � lld 3 q a'�,,,
XP`��
LO
SUSAN O,,2,".
PRUNE, TYP.
LIMBS TO BE
REMOVED
AT COLLAR
NOTES:
1. SELECT TRAIL ALIGNMENT TO AVOID ANY LARGE OR SIGNIFICANT TREES. FINAL
TRAIL CENTERLINE TO BE FLAGGED OR STAKED IN THE FIELD FOR APPROVAL BY
LANDSCAPE ARCHITECT AND OWNER PRIOR TO CONSTRUCTION.
2. VEGETATION SHOULD BE CLEARED TO A HEIGHT OF 96" ABOVE TRAILBED.
BRANCHES THAT COULD RESTRICT TRAIL USE WHEN WEIGHTED DOWN WITH
RAIN OR SNOW SHOULD ALSO BE REMOVED.
3. AN OVERHEAD CANOPY OF BRANCHES SHOULD REMAIN TO SLOW THE GROWTH
OF GRASSES OR WEEDS THAT THRIVE IN SUNLIGHT.
4. VERIFY REMOVAL AND/OR PRUNING OF LARGE TREES ON TRAIL PRIOR TO
CONSTRUCTION.
CLEARING LIMITS
Not to Scale
2
SW -1
W
U
o0
W
_�j
Q0N
W
�
N
W
U
zry)
00
Zv
4..jrz
Z
W
4,.j
ct�
i
--
U
v
4-1Q0
o0
t
r
O
z�
M
U
4J
�
I
ru
H
W
W
W
W
Zv
Z
W
O
--
U
REVISIONS
Date: 2/26/16
SW -1

f7=rArA
F_P_
�
I FA
Nor
%0� -, M
� '•/
r �11b`11) I
TRAIL LAYOUT
1. THE CENTERLINE OF THE TRAIL IS SHOWN ON THE
PLANS. THE TRAIL WIDTH IS 6' WITH A 2' SHOULDER ON
EACH SIDE. DITCHES AND DRAINAGE PLANS ARE
SHOWN ON EROSION CONTROL SHEETS.
2. MAXIMUM LONGITUDINAL SLOPE ON LANDINGS IS 2%,
MAXIMUM LONGITUDINAL SLOPE ON ALL TRAILS AND AT
ALL TRAIL HEADS IS LESS THAN 5%.
3. MAXIMUM CROSS SLOPE ON TRAILS, LANDINGS, AND
BOARDWALKS IS 2%.
4. LOW HANGING OBJECTS OR BRANCHES THAT ARE
LOWER THAN 96 INCHES ABOVE THE TRAIL SURFACE
ARE NOT ALLOWED. VERTICAL CLEARANCE OF THE
TRAIL SHALL NOT BE LESS THAN 96".
5. FINAL TRAIL ALIGNMENT INCLUDING LOCATIONS OF
10' BOARDWALK CROSSINGS TO BE DETERMINED IN THE
FIELD AND SHALL BE FLAGGED BY THE CONTRACTOR
FOR REVIEW BY THE LANDSCAPE ARCHITECT AND THE
OWNER.
6. TIMBER EDGING SHALL BE INSTALLED AT DOWNHILL
STEEP SECTIONS OF THE TRAIL, SEE DETAIL 2, SHEET
SW -2.
I
I�
,J
/SHEET
/ SW -1
MATCHLINE A
SW 2T
MATCHLINE B I
STACI<ED SPLIT -
RAIL FENCE
FINAL LOCATION TO
BE FIELD LOCATED
TREE PROTECTION FENCE -
14 -SS
7 -FM 2 -CC
30 -RF —T1�
CEXISTING
VEGETATION
TO REMAIN I
I
0
00
,�
co
OU
I
U
wQ
UO
m0
1Z ~
IQO
,73; U
TRAIL SEGMENT CHART:
LEGEND:
SURFACE
BRIDGE
APPROXIMATE
BOARDWALK
Notes
PROPOSED 6' WIDE
CRUSHED SCREENINGS
TRAIL
----
FUTURE NATURAL
TYPE
SURFACE TRAILS AND
LENGTH
ni17Ql nnv(z
TRAIL
SURFACE
Botanical Name
APPROXIMATE
# OF 10' BOARDWALKS
Notes
W
WIDTH
W'
NOTES
SECTION
TYPE
Nyssa sylvatica
LENGTH
AND PIPE CROSSINGS
Specimen quality
7' branch height
#5
CRUSHED
6
1,020'
1 BOARDWALK,
FROM END OF BOARDWALK "C" TO HUNT VALLEY
SCREENINGS
UNDERSTORY
U
2 PIPE CROSSINGS
PARKING AREA
#6
CRUSHED
6
3,080'
2 BOARDWALKS
MEADOW LOOP AT HUNT VALLEY
OF EDGE PROTECTION"
SCREENINGS
SHRUBS, PERNENNIALS &
ORNAMENTAL GRASSES
--
IN STEEP AREAS IN
CONTRACTOR SHALL PROVIDE A 4" TIMBER
.6u -6
If—OT
� Q
00
LL tr
OW
m U
U
Lu W
o Q
Uj LL
coo
40P
NAD
Z
w 0
Z ~
J j i
U F -
NAD 83 NC GRID Q O
� U `
0 75 150 300
SCALE: 1 " = 150'- 0"
PLANT SCHEDULE
Key
QTY.
Botanical Name
Common Name
Size
Notes
W
LARGE TREES
W'
NS
3
Nyssa sylvatica
Black Gum
2 1/2" cal.
Specimen quality
7' branch height
QN
2
Quercus nigra
Water Oak
2 1/2" cal.
Specimen quality
7' branch height
DITCH RETAINING SECTION
UNDERSTORY
U
3 STACKED 6" X 6"
z
CC
9
Cercis canadensis 'Oklahoma'
'Oklahoma' Eastern Redbud
8' BB
OF EDGE PROTECTION"
NOTE: WHERE DOWNHILL SLOPES ARE STEEP,
SHRUBS, PERNENNIALS &
ORNAMENTAL GRASSES
--
IN STEEP AREAS IN
CONTRACTOR SHALL PROVIDE A 4" TIMBER
FM
21
Fothergilla major'Mount Airy'
'Mount Airy' Fothergilla
5 gal.
RF
118
Rudbeckia fulgida 'Goldstrum'
'Goldstrum' Black-eyed Susan
1 gal.
18" spacing
SH
112
Sporobolus heterolepis
Prairie Dropseed
1 gal.
24" spacing
SS
88
Schizachyrium scoparium
Little Bluestem
1 gal.
30" spacing
SEED 1 ON 12 I
NO -MOW � � � �
SEED MIX i
INSTALL PARK ENTRANCE
SEED `'� SIGN, PROVIDED BY PIPE, SEE
OTHERS. LOCATE NN - HEETS
24 -SH FIELD -
3 -CC
SEED EX. PIPE—
+H.P. d!LEW
1-NS —
13 -SS
21 -RF
7 -FM 31 -SS
i
w
J
15'
U)
I
1 -CC
1 25 -RF
y
i
63 -SH
2 -NS
1 -ON 26 -RF
2 -CC
15 -SS -
SEED
1 -CC
HOLD BACK
POST FOR GATE,
BOTH SIDES
16 -RF
15 -SS
O
SEED /
�
5,
7 -FM I /
ISEED /
I
SEED
25 -SH I
ROW
UT EDGE
OF EX. ASPHALT
HUNT VALLEY
NEW 20' ACCESS ROAD, -TRAIL
SES P --LAIC ILE— - - N _ - - EX.
EFTS, PP -1 THROUGH PP -6
_ ASPHALT
TIE TO EX.
ASPHALT, ROAD
NCDOT ROW
CONCRETE TRANSITION 2
AT GRAVEL W-6,'
I EXISTING VEGETATION
CONCRETE APRON 1 TO REMAIN
I AT DRIVEWAY SW -6
TREE/SILT PROTECTION FENCE,
SEE DETAIL 3 ON SHEET EC -6
I
+
PARI< ENTRANCE 13
I° I I GATE W -
ONE ON EACH SIDE,
I I I FINAL LOCATION TO
BE FIELD LOCATED
0 10 20 40
SCALE: 1" = 20'- 0"
EX. PIPE
-EXISTING
GRAVEL
DRIVE
NAD 83 NC GRID
HUNT VALLEY PARK ACCESS 1
Scale: 1" = 20'- 0" SW -2
ninTi ion, SHOULDER
2'
NSHOULDER
NATURAL
�'
NATURAL
SLOPE
SHOULDER
2'
3' TYP.
(6' MAX)
DITCH
NATURAL CRUSHED
SLOPE SCREENINGS
SHOULDER
2'
z
0
H
U
W
U)
�CO
z
ry
W
12-0
LL
I—
O
HUNT VALLEY
PARK FNTRAN(-.F SIC;N - TCS
AT GRAVEL
`® op
.0 N
00
1
lld
3 7� �''�,.
3 cY
c®W-41
19
SUSAN \'P�Ga.``•
i CONTROLSHEET
EC -6 FOR STAND RD
CONSTRUCTI N
ENTRANCE D AIL
i
NOTE: SEE DETAIL 9,
SHEET SW -6
TRAIL 2% SHOULDER
6CRUSHED
SCREENINGS
BACKFILL
CROWNED SECTION
EXCAVATED SECTION
TRAIL
6'
CUT/FILL SECTION
CRUSHED STONE
COMPACTED
SUBGRADE
SHOULDER
2'
CRUSHED
SCREENINGS
CRUSHED STONE
COMPACTED SUBGRADE
SHOULDER
2'
CRUSHED
SCREENINGS
� 37
NATURAL
11-1 I I I
SLOPE
CRUSHED STONE—`1:Eh1i�i_
COMPACTED SUBGRADE
TRAIL
6'
4" EDGE
° PROTECTION
2/°
STEEP
o0
S.
W
NATURAL
SLOPE
W'
CN
3' TYP.Ti
— i i ��TI i- ,
TOLi
V
z00
77
(6' MAX)
4
CRUSHED STONE
DITCH RETAINING SECTION
COMPACTED
U
3 STACKED 6" X 6"
z
SUBGRADE
TIMBERS. STAKE LIMITS
^W
W
a--►
OF EDGE PROTECTION"
NOTE: WHERE DOWNHILL SLOPES ARE STEEP,
42#4 REBAR
--
IN STEEP AREAS IN
CONTRACTOR SHALL PROVIDE A 4" TIMBER
FIELD FOR APPROVAL
EDGE PROTECTION.
BY LANDSCAPE
t
ARCHITECT AND
OWNER.
TYPICAL TRAIL CROSS SECTIONS 2
Not to Scale SW -2
.co
W\
V
o0
S.
W
c^ri
W'
CN
Q)
V
z00
4
Z
U
z
4
^W
W
a--►
i
--
U
v
o0
t
1
O
�
V�z�
4-J
13
I
Z
N
Q
.co
W\
S.
W
c^ri
W'
L
Q)
L
4--J
Z
U
z
^W
W
a--►
--
U
REVISIONS
Date: 2/26/16
SW -2

21
TREE PROTECTION FENCE
Not to Scale
10'X 70' SIGHT DISTANCE3APRON
TRIANGLES (BOTH SIDES)
TO BE DETERMINED AFTEPLAN APPROVAL BY D.O.TPARK ENTRACONCRETE
SW -6 AT DRIVEWAY
I
2 CONCRETE
SW -6 TRANSITION
AT GRAVEL I
SHALL OCCUR AT I
PROPERTY LINE 1
THIS LOCATION
Lj I
13 PARK ENTRANCE
SW -6 GATE
CONTRACTOR TO
STAKE IN FIELD FOR
APPROVAL OF i
LANDSCAPE
ARCHITECT & OWNER
PARK ENTRANCE SIGN - FINAL
LOCATION TO BE DETERMINED
IN THE FIELD I
I
R I \�-
40" MIN.
WIRED RADIUS FOR EACH TREE 4. SIGNAGE SHALL BE MADE OF DURABLE WEATHERPROOF
BE SAVED, PER LOCAL ORDINANCE SIGN DETAIL 4" MATERIAL. SIGNAGE IN BOTH ENGLISH AND SPANISH SHALL BE
AS SHOWN ON PLANS NO SCALE NO TRESPASSING PLACED ON THE TREE PROTECTION FENCING. SIGNAGE SHALL
TREE PROTECTION AREA 3" READ "NO TRESPASSING TREE PROTECTION AREA ", AND
"PROHIBIDO ENTRAR - ZONA PROTECTORA PARA LOS ARBOLES".
4"
ATHERPROOF SIGN AS SHOWN ABOVE; 18" MIN. PROHIBIDO ENTRAR
NOTES FOR CONSTRUCTION AND ZONA PROTECTORA PARA 3 5. ATTACH SIGNS SECURELY TO TREE PROTECTION FENCE POSTS
ACING INFORMATION LOS ARBOLES AND FABRIC. MAINTAIN TREE PROTECTION FENCE THROUGHOUT
4" THE DURATION OF THE PROJECT.
4NGE, UV RESISTANT HIGH -TENSILE 1
2ENGTH POLY BARRICADE FABRIC6. TREE PROTECTION ZONE SIGNS SHALL BE SPACED PER LOCAL CR
SIGN DETAIL ORDINANCE. PLACE SIGNS AT EACH END OF LINEAR TREE 1 USHED SCREENINGS
\LL BE 4 FEET HIGH NOTES: NO SCALE SW -4 TRAIL TRANSITIONS
PROTECTION AREAS AND 100 FEET ON -CENTER THEREAFTER.
SIGNS ARE TO BE PLACED NOT GREATER THAN 100 FEET ON
1. ROOT PRUNE TREES TO REMAIN WHERE CONSTRUCTION CENTER. ADDITIONAL SIGNS MAY BE REQUIRED BASED ON FIELD END TRAIL SEGMENT #1
4LL BE AA MINN.. 8 FEET O.C.,
STS (1 LSTEEL) ACTIVITIES WILL SEVER ROOTS. CONDITIONS.
D A MAX. OF 10 FEET O.C. 2. CONTRACTOR SHALL CUT A MINIMUM TWO FEET DEEP 7. FOR TREE PROTECTION AREA LESS THAN 100 FEET IN
TRENCH WITH A ROCK SAW OR TRENCHER 3 INCHES WIDE PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER AREA.
EXISTING GRADE ALONG THE LIMITS OF DISTURBANCE, SO AS TO CUT, RATHER
THAN TEAR PLANT ROOTS. BACKFILL TRENCH WITH SPECIFIED 8. TREE PROTECTION ZONE SIGNS SHALL BE A MIN. SIZE OF 40 ■
SOIL. INCHES X 18 INCHES WITH 3 INCHES HIGH LETTERS, CLEARLY
NOTE: CONTRACTOR TO NOTIFY LANDSCAPE LEGIBLE, AND SPACED AS SHOWN.
ARCHITECT AND OWNER IF LARGE TREES NOT 3. DO NOT DRIVE EQUIPMENT UPON OR DISTURB THE SOIL
SHOWN ON SURVEY ARE IN CLOSE PROXIMITY WITHIN THE CRITICAL ROOT ZONE OR TREE PROTECTION FENCE 9. INSTALL TREE PROTECTION FENCE & SIGNAGE PRIOR TO
TO LIMITS OF ROAD DISTURBANCE. IN CASES OF EXISTING TREES. CALLING FOR THE INITIAL ON-SITE INSPECTION.
1 WHERE LARGE TREES WILL BE IMPACTED, °0000`
CONTRACTOR, OWNER AND LANDSCAPE °°°°Oo°�
ARCHITECT WILL CONFER TO DETERMINE ° 000
SW -3 ALLOWABLE CUT AND FILL. rono0o
0°
R -W Room"mom400w-
I
TREE/SILT PROTECTION FENCE,
SEE DETAIL 2 ON SHEET EC -5
HOLD BACK POST
FOR GATE, BOTH SIDES
12'
201 SEED — — —
d
g 7g' 11.22'
P 12 TIMBER EDGING AT PICNIC /
-� 60
SW -6 AREAS AND BENCH PADS 00 °°
0° 00
0 00
1 TYPICAL PICNIC PAD / 0°° o°
- LAYOUT \ ° °°
EXISTING VEGETATION °
SW 5
TO REMAIN o°
i
CRUSHED SCREENINGS — /
CRUSHED SCREENINGS
PAD WITH TIMBER EDGING
o AND 8' TABLE, SEE SPECS
1 CRUSHED SCREENINGS
SW -4 TRAIL TRANSITIONS
BEGIN TRAIL SEGMENT #1
3 -CC
TREE PROTECTION FENCE
MULCH
1 -CAC -
SEED \
CONCRETE CURB
AND GUTTER, SEE
- __-- -- 1-QN CIVIL SHEETS
1 -CAC
a
d a N —
d —
Cq
d 1 °
A I ---
I
MULCH
MULCH 1-QN
24'
'QS I h
�\ SEED
MULCHSc
5' WIDE LANDING AT 2% 1
MAX. SLOPE
\6" THICK HEAVY
DUTY CONCRETE °
MULCH
-1-CC
1 -NS
� � II
6'
I I SEED
I ODco
o I �
I -
p L nl
WHEEL
STOP, TYP.
SEE SPECS
h �
� I
1 -NSI
CH
SEED
MULCH 1-QN
SEED
1 -cc
0
1 -CAC MULCH
1 -NS i 6'
I---- d
1 -CC dO
O
A dC
Aa
I � o
I d d
d �f
a
2 CONCRETE
V-6 TRANSITION
AT GRAVEL
W
U '
a
co
i
CID SEED
!' I
---- --- SEED
MULCH 3 -OA
APPROX..95 ACRES OF
VEGETATION
TO BE CLEARED FOR PARKING AND
PICNIC AREAS
EXISTING VEGETATION
TO REMAIN
/ / f NO- SEED MI
MULCH -
� 1 -CC
r �1-QN
CONCRETE CURB AND
GUTTER, SEE CIVIL
SHEETS
f�
PAD WITH TIMBER EDGING
AND 8' TABLE, SEE SPECS
Z,
0 °
0 00
00 0
° 0 /
o
0 00
00< 0000
O° 000 0000 / 00
O°O �0. 00°00 0
00 °0
°.
0 00 oY_
�S. 1 -CC
i
p�0. �e
b0 ,
°
'00°, "i
Ob0000
0 0°0
0000°0000
woo TO
EXISTING VEGETATION
TO REMAIN
/ MAX. 2% LANDING
WHERE PATH TO PICNIC
/ PAD MEETS TRAIL
5' WIDE \/
LANDING AT � 6' CRUSHED 9
2% MAX. SLOPE SCREENINGS TRAIL SW -E
d LESS THAN 5% MAX. SLOPE
CONCRETE
d PICNIC PAD /
8' ACCESSIBLE
1 -NS PICNIC TABLE,
SEE SPECS
/
KIOSK LAYOUT 2 /
DETAIL SW -3
ACCESSIBLE
PARKING SIGN (2)
4" THICK CONCRETE 5
SIDEWALK SW -
ACCESSIBLE PAVEMENT 8
MARKINGS SW -
6" THICK HEAVY 6
_ DUTY CONCRETESW-6
EXISTING VEGETATION
�A"0 TO REMAIN
/O
C
li
Cj
TREE PROTECTION 1
FENCE SW -
SEED
NO -MO
f
SEE SHEET C-1 FOR
f STORMWATER AND GRADING PLAN
SEED
TREE/SILT PROTECTION FENCE,
SEE DETAIL 2 ON SHEET EC -5
00-0
000°°00
oO°co°000000
00°°
i
S
% P1� oN go1 cE1EOs 30„
UPRDR HT EX 3,
pRpv1DE G pW PSK HES ON SNEER S P1
WHERE pE P\\ -S 2 PF GUPRORP16p �F
MPX MUM � NE�p p IS PppROX
gE
LEGEND:
QTY.
U) I
D
I>
Size
4" THICK CONCRETE
6" THICK HEAVY DUTY CONCRETE
I
I
IU
0 0 o
1 -CC
®
MUL
Nyssa sylvatica
BRIDGE
4 GRAVEL
TREE PROTECTION FENCE
SW -6 PARKING
TREE PROTECTION / SILT FENCE COMBO
CONTRACTOR
TO
STAKE IN FIELD FOR
APPROVAL OF
LANDSCAPE
UNDERSTORY
ARCHITECT & OWNEF
WHEEL
STOP, TYP.
SEE SPECS
h �
� I
1 -NSI
CH
SEED
MULCH 1-QN
SEED
1 -cc
0
1 -CAC MULCH
1 -NS i 6'
I---- d
1 -CC dO
O
A dC
Aa
I � o
I d d
d �f
a
2 CONCRETE
V-6 TRANSITION
AT GRAVEL
W
U '
a
co
i
CID SEED
!' I
---- --- SEED
MULCH 3 -OA
APPROX..95 ACRES OF
VEGETATION
TO BE CLEARED FOR PARKING AND
PICNIC AREAS
EXISTING VEGETATION
TO REMAIN
/ / f NO- SEED MI
MULCH -
� 1 -CC
r �1-QN
CONCRETE CURB AND
GUTTER, SEE CIVIL
SHEETS
f�
PAD WITH TIMBER EDGING
AND 8' TABLE, SEE SPECS
Z,
0 °
0 00
00 0
° 0 /
o
0 00
00< 0000
O° 000 0000 / 00
O°O �0. 00°00 0
00 °0
°.
0 00 oY_
�S. 1 -CC
i
p�0. �e
b0 ,
°
'00°, "i
Ob0000
0 0°0
0000°0000
woo TO
EXISTING VEGETATION
TO REMAIN
/ MAX. 2% LANDING
WHERE PATH TO PICNIC
/ PAD MEETS TRAIL
5' WIDE \/
LANDING AT � 6' CRUSHED 9
2% MAX. SLOPE SCREENINGS TRAIL SW -E
d LESS THAN 5% MAX. SLOPE
CONCRETE
d PICNIC PAD /
8' ACCESSIBLE
1 -NS PICNIC TABLE,
SEE SPECS
/
KIOSK LAYOUT 2 /
DETAIL SW -3
ACCESSIBLE
PARKING SIGN (2)
4" THICK CONCRETE 5
SIDEWALK SW -
ACCESSIBLE PAVEMENT 8
MARKINGS SW -
6" THICK HEAVY 6
_ DUTY CONCRETESW-6
EXISTING VEGETATION
�A"0 TO REMAIN
/O
C
li
Cj
TREE PROTECTION 1
FENCE SW -
SEED
NO -MO
f
SEE SHEET C-1 FOR
f STORMWATER AND GRADING PLAN
SEED
TREE/SILT PROTECTION FENCE,
SEE DETAIL 2 ON SHEET EC -5
00-0
000°°00
oO°co°000000
00°°
i
S
% P1� oN go1 cE1EOs 30„
UPRDR HT EX 3,
pRpv1DE G pW PSK HES ON SNEER S P1
WHERE pE P\\ -S 2 PF GUPRORP16p �F
MPX MUM � NE�p p IS PppROX
gE
LEGEND:
QTY.
Botanical Name
GRAVEL DRIVEWAY AND PARKING
Size
4" THICK CONCRETE
6" THICK HEAVY DUTY CONCRETE
00000
CRUSHED SCREENINGS TRAIL AND
0 0 o
PICNIC PADS
®
BOARDWALK
Nyssa sylvatica
BRIDGE
0
TREE PROTECTION FENCE
0
TREE PROTECTION / SILT FENCE COMBO
PLANT SCHEDULE
BOARDWALK "A":
120' LONG, 10' CLEAR,
TOP OF DECKING
ELEVATION 230.00,
SEE SHEET S-1
BEGIN TRAIL
SEGMENT #2
50'BUFFER
z
O
I—
U
I— Z)
W 0-'
U) 1--
z
2O
W ry
O
LL
O
KIOSK
4" THICK CONCRETE
. WASTE
�RECEPTACLE
RECYCLING
RECEPTACLE
KIOSK LAYOUT DETAIL � 2�
Not to Scale
SW -3
SITE AMENITIES FOR PLEASANTS ROAD AREA QTY.
PARK ENTRANCE GATE 1
PARK KIOSK 1
8' ADA PICNIC TABLE 1
8' PICNIC TABLE 2
WASTE RECEPTACLE 1
RECYCLING RECEPTACLE 1
Key
QTY.
Botanical Name
Common Name
Size
Notes
LARGE TREES
NS
4
Nyssa sylvatica
Black Gum
2 1/2" cal.
Specimen quality
7' branch height
QN
5
Quercus nigra
Water Oak
2 1/2" cal.
Specimen quality
7' branch height
UNDERSTORY
U
�
Z
CAC
3
Carpinus caroliniana
Ironwood
8' BB
�
CC
9
Cercis canadensis 'Oklahoma'
'Oklahoma' Eastern Redbud
8' BB
OA
3
Oxydendrum arboreum
Sourwood
8' BB
APPROX..3 ACRES OF
VEGETATION TO BE CLEARED
FOR DETENTION AREA
NAD 83 NC GRID
0 10 20 40
SCALE: 1 " = 20'- 0"
NO -MOW SEED MIX:
-INDIANGRASS (SORGHASTRUM NUTANS) 30.00%
-BIG BLUESTEM (ANDROPOGON GERARDII 'PRAIRIE
VIEW' ) 30.00%
-SWITCHGRASS (PANICUM VIRGATUM 'SHAWNEE' )
20.00%
-VIRGINIA WILDRYE (ELYMUS VIRGINICUS) 16.00%
-AUTUMN BENTGRASS (AGROSTIS PERENNANS )
4.00%
V o0
J Q0 N
z00
4..j
Qj
V v
L 0
Q 4'' Q0
I
orn
1170(, V)z I
a
(�
4-J _
0
M
VJ W
06
COCO -Il
0
Q J
REVISIONS
Date: 2/26/16
SW -3
.W
v I
L
L
4--J
Z
U
�
Z
W
�
V7
�
0
.Q
U
S
REVISIONS
Date: 2/26/16
SW -3

OBERT C.ADES AND KELLY N. BLADES
D 6859, PG. 331
B 1996, PG. 124
PIN # 1772-18-9742
PROPERTY LINE -------------
PROPOSED CI -7 1
LOD LOD
I LOD
/ LOD
I v
1 pO / LOD LOD LOO
/ / \
CE `DD \
+� / pO °O>
/ LSF SF / /`QOD \
V01)
° PROPOSED BOARDWALK A
°°°° SEE STRUCTURAL PLAN SH TS
01
W
LOD LOD / - , / °O,
A
SF DO CP\
EXISTING \
°o, °o TOP OF BANK
cp� 7V
\ / - - - - i ✓ EXISTING \\ \ \\
INSTALLED AT LOCATION\ /° I / \ I EPHEMERAL \ \\
/ TOP OF CURB=240.44 FT. EC -7 IDENTIFIED WITH DESIGNER / � / °o / I �-G+�ANNEL- � \
I I / 1 TREE PROTECTION INV � T FLOWLINE=239.64 F . TO AVOID ANY CLEARING
III TRASH/PILE SW -3 (TYP.) INV. IN (E)=237.0 FT.
EXISTING /
INV. IJV (W)=238.0 FT
I II I I TOP OF BANK (YARD WASTE) INV. OUT (S)=236.9 FT. I I I \ \ \ \ \
I ► I I _ _ / 8 PIPE INLET PROPOSED CI -6
EXISTING C 5 PROTECTION
TREELINE / J F CURB=240.10TOPA
I II NOT
PROPOSED INV. OIUT=237.30 FT. ° 1 I I I
II 1 \\ ♦ �rI\ \\// '��\
♦, `\ �
EC6 CURB AND GUTTER PROPOSED STANDARD PROPOSED TRAIL \ �
\ LESS THAN 5% SLOPE
STANDARD 1 CATCH BASIN
PROTECTIONCONSTRUCTION EC -5
\ \
\ \
(�
\ ENTRANCE SILT FENCE 2 ° LOD LOD
� �° I I �6
I (TYP.) °°i ; a �o ��,
II I I I I \ Z=S'
D LOD LOD LOD LOD
I I II L D�.L 50 L \ LOD SOD SOD SF/ / I <°O \\ ��c9 wC \ X00 LO �� �/ / )V� I I I I \ ; I \ I \ \ /
SF 9F / 2� 11 \ LO°� \ �/ O° / I I I I \ I I \�/ 1 STREAM \ \ EXISTIN �J
� a 2° /
_ - N. / /�� / / / / I 1 k I gUFFE SEDIMENT BASIN/ DRY DETENTION BASIN CONSTRUCTION SEQUENCE
I I
12' V " V� SF O° = SF LOD �F LOD SF LOD `N / / °°
EOP ` �� \v/ �` ° // / / 1. Install silt fence below basin.
° 245.50 `v / i s°° 1X / J / / - , - 2. Excavate basin, construct berm on east side, install outlet structure, outlet O
/ CLEARED AREA / / / / / pipe, and riprap outlet protection.
o ° /
PR POSED / / ° 1 �o o� I FOR VEHICULAR USE / 0.�� / / / / 3. Install pipe and level spreader, temporary plug pipe while basin is used as M
PROPOSED/�/ 15 RCP / / ° s� T/ ° ��/ °° �/ / �/ -/ sediment basin. W
G TE ° \ /�///
°°� I I \ EOP / o/ / / ��, co 4. Install skimmer and baffles in basin.
I OOl /� e O /
/Z 'Z \ i I 238.90 / ° ° / °o N F '� /�`�' // 1 // pipe.
I / / 5. Construct 18 -inch inlet
/ ///// / `7 ys COU TY OF W E ; 6. Stabilize constructed embankment with temporary seed and mulch.
g / / \_ // / / DB 1974 PG 2305
I //// /// EOP /�°° / PROPOSED DRAINAGE �, / 7. Upon completion of upslope improvements remove accumulated sediment,
I I I ✓ �s/ / Co BM 2006, P 1032 EASEMENT 1 / install French drain and temporarily plug pipe outlet until skimmer is
� PROPOSED N 242..42 �� �, N � / � /I # 1772 26-1939 _ / p Y p 9 p p � „�,,
I °O, SIGN \ EOP �r<v N EOP O °°� rOD / �/ removed, seed and mat permanent dry detention basin slopes and bottom. �%•`� �'�.,,
I I I PIPE INET PI -7A w � �' c.� y •
I I 5 (CONCRETE 245.20 INV. = 40.0 FT. \ 239.85 s ' Baffles shall be removed for the mating placement and shall be replaced �``�P• t•••.,,b,�.,
1 1 O °/ r ii
/ s ° ° o , until the site is stabilized. , 6:
I III EC -6 TRUCK �T SILT FENCE 2 / / - 8. Remove silt fence, baffles, skimmer, and unplug pipe to level spreader when : �;o
CLEANOUT o ' * ' / TYP. EC -5 / 1 - ¢ ;� m ?• Z -
j I I I I \ \ �, ° /a / (TYP.) o vegetation is established and certificate of compliance is received from Land =v N; A I �-;
SKIMMER SEDIMENT BASIN to ,� �,
0 238.50 °
BASIN DIMENSIONS: EOP
Quality.?�
III rn m I I I I \ \ ° �, s /EXCAVATED INLET PROTECTION APPROX. 88 FT. LONG AT 226 CONTOUR ji
, L ;6' .••' Oma•`
I EOP ° ti / o , O
I o �' STAGING 1 1 I I �� I EOP ° O DISTURBED AREA=0.03 AC. ` 0
I I 245.71 ' APPROX. 110 FT. LONG AT 228.5 CONTOUR PIPE DATA TABLE ,
1 I I I ANDI i I ti . T 238.48 / VOLUME=60 Cu. FT. ' APPROX. 48 FT. WIDE AT 228.5 CONTOUR
U� I I I I STOCKPILE I II LENGTH=8' SEE CONTOURS FOR BASIN LAYOUT. DIMENSIONS VARY.
D I I I o N I AREA ' I I EOP WIDTH=8' SEDIMENT CLEANOUT=225.5 FT.
\ A --- III I I ► I 238'88 / DEPTH=1 /' °°\ ` SEDIMENT STORAGE= 10220 CF.
I I ' v °° °° SURFACE AREA=5595 SF. AT ELEV. 228.5 FT
s I I ' PROPOSED o SILT FENCE 3 °°
I I I I i EOP I T I I 0 GRAVEL I OUTLET EC -5 �� ' \ PROPOSED 3
240.03 i I ' PARKING I I o/ /f / **46* LEVEL SPREADER EC -6
LOT I/ /
I II 1 1 II t o EOP O°
EOP I% 0 239.76
1242 42
From
To
ato
Diameter
(inches)
Pipe
Material
Length
(FT)
a
PO -1
I I
0.2
15
RCP
42
0.5
oCO
V
o
15
RCP
30
3.3
PO -3
CI -4
4.3
W
RCP
00
5.7
U
0)
2.6
18
RCP
52
1.2
YI-4A
c�
2
P4
RCP
z
s
o
7
PI -7A
Q
'ice
RCP
,
W�
�4
v
v�
Q0
02Q
V
v
U3x
CQQ
o
W
�z
-
s�
a
z
U
o a
(� V
°0
Q
(n 4J _C3
ro
III TRASH/PILE SW -3 (TYP.) INV. IN (E)=237.0 FT.
EXISTING /
INV. IJV (W)=238.0 FT
I II I I TOP OF BANK (YARD WASTE) INV. OUT (S)=236.9 FT. I I I \ \ \ \ \
I ► I I _ _ / 8 PIPE INLET PROPOSED CI -6
EXISTING C 5 PROTECTION
TREELINE / J F CURB=240.10TOPA
I II NOT
PROPOSED INV. OIUT=237.30 FT. ° 1 I I I
II 1 \\ ♦ �rI\ \\// '��\
♦, `\ �
EC6 CURB AND GUTTER PROPOSED STANDARD PROPOSED TRAIL \ �
\ LESS THAN 5% SLOPE
STANDARD 1 CATCH BASIN
PROTECTIONCONSTRUCTION EC -5
\ \
\ \
(�
\ ENTRANCE SILT FENCE 2 ° LOD LOD
� �° I I �6
I (TYP.) °°i ; a �o ��,
II I I I I \ Z=S'
D LOD LOD LOD LOD
I I II L D�.L 50 L \ LOD SOD SOD SF/ / I <°O \\ ��c9 wC \ X00 LO �� �/ / )V� I I I I \ ; I \ I \ \ /
SF 9F / 2� 11 \ LO°� \ �/ O° / I I I I \ I I \�/ 1 STREAM \ \ EXISTIN �J
� a 2° /
_ - N. / /�� / / / / I 1 k I gUFFE SEDIMENT BASIN/ DRY DETENTION BASIN CONSTRUCTION SEQUENCE
I I
12' V " V� SF O° = SF LOD �F LOD SF LOD `N / / °°
EOP ` �� \v/ �` ° // / / 1. Install silt fence below basin.
° 245.50 `v / i s°° 1X / J / / - , - 2. Excavate basin, construct berm on east side, install outlet structure, outlet O
/ CLEARED AREA / / / / / pipe, and riprap outlet protection.
o ° /
PR POSED / / ° 1 �o o� I FOR VEHICULAR USE / 0.�� / / / / 3. Install pipe and level spreader, temporary plug pipe while basin is used as M
PROPOSED/�/ 15 RCP / / ° s� T/ ° ��/ °° �/ / �/ -/ sediment basin. W
G TE ° \ /�///
°°� I I \ EOP / o/ / / ��, co 4. Install skimmer and baffles in basin.
I OOl /� e O /
/Z 'Z \ i I 238.90 / ° ° / °o N F '� /�`�' // 1 // pipe.
I / / 5. Construct 18 -inch inlet
/ ///// / `7 ys COU TY OF W E ; 6. Stabilize constructed embankment with temporary seed and mulch.
g / / \_ // / / DB 1974 PG 2305
I //// /// EOP /�°° / PROPOSED DRAINAGE �, / 7. Upon completion of upslope improvements remove accumulated sediment,
I I I ✓ �s/ / Co BM 2006, P 1032 EASEMENT 1 / install French drain and temporarily plug pipe outlet until skimmer is
� PROPOSED N 242..42 �� �, N � / � /I # 1772 26-1939 _ / p Y p 9 p p � „�,,
I °O, SIGN \ EOP �r<v N EOP O °°� rOD / �/ removed, seed and mat permanent dry detention basin slopes and bottom. �%•`� �'�.,,
I I I PIPE INET PI -7A w � �' c.� y •
I I 5 (CONCRETE 245.20 INV. = 40.0 FT. \ 239.85 s ' Baffles shall be removed for the mating placement and shall be replaced �``�P• t•••.,,b,�.,
1 1 O °/ r ii
/ s ° ° o , until the site is stabilized. , 6:
I III EC -6 TRUCK �T SILT FENCE 2 / / - 8. Remove silt fence, baffles, skimmer, and unplug pipe to level spreader when : �;o
CLEANOUT o ' * ' / TYP. EC -5 / 1 - ¢ ;� m ?• Z -
j I I I I \ \ �, ° /a / (TYP.) o vegetation is established and certificate of compliance is received from Land =v N; A I �-;
SKIMMER SEDIMENT BASIN to ,� �,
0 238.50 °
BASIN DIMENSIONS: EOP
Quality.?�
III rn m I I I I \ \ ° �, s /EXCAVATED INLET PROTECTION APPROX. 88 FT. LONG AT 226 CONTOUR ji
, L ;6' .••' Oma•`
I EOP ° ti / o , O
I o �' STAGING 1 1 I I �� I EOP ° O DISTURBED AREA=0.03 AC. ` 0
I I 245.71 ' APPROX. 110 FT. LONG AT 228.5 CONTOUR PIPE DATA TABLE ,
1 I I I ANDI i I ti . T 238.48 / VOLUME=60 Cu. FT. ' APPROX. 48 FT. WIDE AT 228.5 CONTOUR
U� I I I I STOCKPILE I II LENGTH=8' SEE CONTOURS FOR BASIN LAYOUT. DIMENSIONS VARY.
D I I I o N I AREA ' I I EOP WIDTH=8' SEDIMENT CLEANOUT=225.5 FT.
\ A --- III I I ► I 238'88 / DEPTH=1 /' °°\ ` SEDIMENT STORAGE= 10220 CF.
I I ' v °° °° SURFACE AREA=5595 SF. AT ELEV. 228.5 FT
s I I ' PROPOSED o SILT FENCE 3 °°
I I I I i EOP I T I I 0 GRAVEL I OUTLET EC -5 �� ' \ PROPOSED 3
240.03 i I ' PARKING I I o/ /f / **46* LEVEL SPREADER EC -6
LOT I/ /
I II 1 1 II t o EOP O°
EOP I% 0 239.76
1242 42
From
To
Design
Flow Q10
(cfs)
Diameter
(inches)
Pipe
Material
Length
(FT)
Slope (°t)
PO -1
OS -2
0.2
15
RCP
42
0.5
PO -1A
OS -2
0.5
15
RCP
30
3.3
PO -3
CI -4
4.3
18
RCP
108
5.7
CI -4
YI-4A
2.6
18
RCP
52
1.2
YI-4A
CI -7
2
18
RCP
98
1
CI -7
PI -7A
13
15
RCP
241
9.1
W
� h- o L
I I I I I� a I ��'°° 1Z °° / r Q>
- - / / 3" HDPE o
v
GRP I I EOP I i / I LU T 1 I (o / G,� / ® 0.5% /40(
243.20 N / I �
4 FRENCH DRAIN
o -10 L x 1 WIDE /
r`4S I I I I ry' `pD LOD_ LOO
Control Point
Northing
Easting
Elevation
Description
CP #1
728661.7297'
2172183.1136'
230.16'
RRS in 15" Pine
CP #6
725658.0580'
2172514.7059'
219.44'
RRS in Pine
CP #9
726751.4992'
2172436.7164'
197.64'
RR Spike in 24" Oak
L�
L
+2 I / I ! 1 / OD Lo / ' �'1 1
P� 1 \� I l I °° I °° `OD f / 11 �� NOTES: SURVEY CONTROL PONTS SET BY MCKIM & CREED �{L/
EOP HORIZONTAL DATUM NC STATE PLANE COORDINATES
\\ d III I 244.68 ° / ` / �� S� I °° / / °°6.0" FAIRCLOTH SKIMMER ' LEGEND / NAD 1983 VERTICAL DATUM NAVD 1988
°° °1.5 ORIFICE SIZE _ - -
0
a 230 SURVEYED CONTOURS ro
230 WAKE COUNTY GIS CONTOURS
� U
y / OOH LOD-1 1 230 PROPOSED CONTOURS z
°O, N / �5 i ^ \ s � ` � INV=224.80 FT # � ..,
No PROPERTY BOUNDARY
\ ` ° PROPOSED
I Ir I\ I I \s/�S j° ` ' ° UNDERDRAIN BUFFER LIMITS
O°
I 1 1 III
\°° CIO- 78pFO
N� ° PROPOSED LOD- EXISTING TREE LINE STANDARD 6-5 YARD INLET °°> -Loo LOD LOD LOD LIMITS OF DISTURBANCE - �-
i
15" RCP
UO
EC EOP=238.32 � C
PROTECTION _°° °O,
SF SF SF SF SF - SILT FENCE C
Opp `
5 °°,
IPRAP OUTLET TREE PROTECTION 6 STANDARD u
I I I I I ° PROTECTION EC -5 as
6 PROPOSED YI-4A - EC -5 CATCH BASIN / / J �� y. �/ PO -1A PROPOSED STORM DRAINAGE
C-7 INV. AT 6 OPENING -239.0 FT PROTECTION V °�
g INV=224.00 FT. PROPOSED DRAINAGE EASEMENT
1 PROPOSED CI -4
(TYPICAL 4 SIDES) N M ti '
" I INV IN=235.90 FT / J M `v �, ^ /
INV OUT=235.80 FT. EC -7 TOP OF CURB=238.82 / `�' M N N� �
YARD INLET PROTECTION
1 INV. AT FLOWLINE=238.0 FT / o N N NN PROPOSED REVISIONS
18" INV. OUT=234.0 FT ' ' / c�`ti� 15 RCP
p
18" INV. IN (E)=235.20 FT ( `ti
I � CURB INLET PROTECTION
PROPOSED PO -3 ° �
I I EXCAVATED INLET PROTECTION ° PIPE INLET PROTECTION
DISTURBED AREA -0.08 AC. 18" INV. OUT=228.0 FT/°° // 1
VOLUME=150 CU. FT. ° �, /
� ti � / � � CONTROL POINT
LENGTH=15 SILT FENC 2
WIDTH=10 9 RIPRAP OUTLET sT TYP. EC -5
/ EC -5 PROTECTION \ (TYP.) 1 STAGING AND STOCKPILE AREA
I I I Ii I I DEPTH=1 // // PROPOSED DETENTION BASIN I s� d �° ti� PROPOSED RIPRAP
5 �, `�
TO BE USED AS SEDIMENT BASIN 01 n`� n
°�
DURING CONSTRUCTION
�s�O� sF°°�
SF - SF
I °°, '
PROPOSED BAFFLES
J I I III I I EC -5 (TYP.) 41
I I /
PROPOSED OUTLET3
STRUCTURE OS -2 EC -7
15" INV. OUT (N.)=2 5.00 FT. 1
15" IN -V. OUT (E)=22 .00 FT.
1
1
i0 0 9 0 0 0 PROPOSED BAFFLES
PERMIT SET 20 10 0 20 40
NOT FOR CONSTRUCTION
SCALE 1"= 20'
Date: 2-26-2016
C-1

TRAIL SEGMENT #2 BEGINS AT THE END
OF BOARDWALK "A" AND ENDS AT THE
BEGINNING OF PEDESTRIAN BRIDGE "A".
SEE SHEETS SW -1 AND SW -2 FOR
OVERALL TRAIL ALIGNMENT.
2 WOOD FENg/
W-4 GU�RAIL
8' LONG, 4' HT WOOD
FENCE & GUARDR
SECTION AT OF
BRIDGE, LOCATE IN
FIELD
I N EGETATION
EMAIN
IDGE NT:
R L EETS /
nNc
S1\CRUSHED SC
W-4J TRAIL TRANSITIONS
BEGIN TRAIL SEGMENT #4
9 l 6' CRUSH
SW -6J SCREENINGS TRAIL�
"� LESS"THAN 5� IMAX. SLOF't\
kIL SEGMIENT #4
BEGINS AT THE ENDODESTRIIAN
BRIDGE "A" AND-E+ZZS AT HUNT V�LLEY
PARKING AREA. SEE SHEETS SW -1 AND
SW -2 FOR OVERALL TRAIL ALIGNMENT
C
AD1
MA
00
3:1 AX 10'Of
S OPE 00
TO PLEASANTS ROAD
PARKING AREA
f�
°°` --------------
-----
�°
00
0
CRUSHED --SCREENINGS 1
TRAIL TRANSITIONS SW-
END TRAIL SEGMENT #2
�EE PROTECTION 1
FENCE SW -3
GIN BRANCH
100 -YEAR FLOODPLAIN
PEDESTRIAN BRIDGE "A":
30' LONG, 10'� AR BRIDGE.
SEE,,STRUCTURALSHEETS
S-1 THRO -4 FOR BRIDGE,
DWALK ; AND
ABU NTS.
TREE/SILT PROTECTION FENCE,
SEE DETAIL 2 ON SHEET EC -5
HEADWALL, SEE DETAIL 4
ON SHEET EC -7
WOOD FENCE/ 2
GUARDRAIL SW -4
STAKE IN FIELD FOR
APPROVAL OF LANDSCAPE
ARCHITECT AND OWNER
PRIOR TO CONSTRUCTION
°0
0°
0 00
000
0°°EXISTING VEGETATION °
O0
TO REMAIN °c°
TO HUNT VALLEY
o' I
PARKING AREA
PEDESTRIAN BRIDGE "A" & PIPE CROSSING
CONCRETE
FOOTER
COMPACTED
SUBGRADE
COM PACT
ABC GRA`
2" X 6" COMPOSITE
FOP RAIL
?" X 4" SUPPORT
?" X 6" SUPPORT (BEVELED)
3EVELED 4" X 6" POST
?" X 6" INTERMEDIATE
30ARD (HALFWAY)
3ALVANIZED WIRE MESH:
ATTACH TO POSTS AND BACK SIDE
)F RAILS WITH GALV. STAPLES
?" X 6" TOE BOARD
VOTES:
I. STAKE LOCATIONS IN THE FIELD
=0R APPROVAL BY LANDSCAPE
4RCHITECT AND OWNER.
2. ENSURE 10' MINIMUM CLEARANCE
4LONG TRAIL.
WOOD FENCE/GUARDRAIL
Not to Scale
2
SW -4
RAILIN
ri
J
Q
Z D 'T
J CO
U F—
W
zo
o�C0
Qw
Lu U)
m
NAD 83 NC GRID
0 10 20 40
SCALE: 1" = 20'- 0"
16'X 16' SQUARE OVERLOOK
Not to Scale
SEE STRUCTURAL
PLANS FOR DETAILS
RAILING
3
SW -4
1
CEXISTINGVE ET 10
TO REMAI
' X. 24 —
A TRE
O
TO EMA N
HILT
E DE
TO PLEASANTS ROAD
PARKING AREA I
-_ FUTURE 4' NATURAL
\ --- SURFACE FOOT PATH
6 -CRUSHED r9
'N
TRAIL SW -6
LESS THAN 5% MAX. SLOPE
EXISTING VEGETATION
TO REMAIN
CRUSHED SCREENINGS 1
` TRAIL TRANSITIONS SW -4
END TRAIL SEGMENT #4
OA DW LK
7B�G
BRI
„8,,,
GIN IDLE
LEAR, TOP OF BRIDGE
ELEVATION 198.091-1
SEESTRUCTUR ETS
S-1 THROUGH - OR BRIDGE,
BOARDWA ND ABUTMENTS
ROCK OUTCROP
L6' BY 16' SQUARE 3
OVERLOOK W
J
PERMIT SET
NOT FOR CONSTRUCTION
TRANSITION TO BOARDWALK OR BRIDGE:
8' TAPER
TAPER EDGE OF TRAIL TO MEET
EDGE OF BOARDWALK (BOTH SIDES)
M
PLAN VIEW
CRUSHED SCREENINGS BOARDWALK
TRAIL OR BRIDGE
4” X 6"
CRUSHED END POST
SCREENINGS SECTION
2" X 10"
CRUSHED
4"
DECK BOARDS
STONE
8.33% MAX. d CD• 0
° W <� d
_ BOARDWALK / BRIDGE
L`_—_
—I I I—I 11-1 11-1 I I—
4- 1 1 1—I I 1-1 II—I 1 1—I I I— I I —III 1
11=111=111=111=1 I I=1 I_ !9_=11 ` CONCRETE FOOTER,
= 111—III—III—III—III—III—I bk�h1-111 f ` f
= • SEE DETAIL 5 ON
:I � Iil11 1=1� 111-11 I—I$I—I 1 I -111—I 11-61[ —111 f ° SHEET S-3
J I I— 1=1 I I=1 I I=1 I I=1 I I=1 I I=1 111 11=1 I
COMPACTED SUBGRADE
TRANSITION TO CONCRETE SIDEWALK:
CRUSHED
SCREENINGS
CRUSHED
8"
STONE
CONCRETE
g,33% MAX. PAVING
f y
° d 4 Ell
-Ill I -I _=1 11=1 11SECTION
=1 I I=1 I I=1 I I=111=1 it f I 1-I I I 11=1
.` I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I—I I I I I I I I I I I
COMPACTED SUBGRADE
■ 6'
CRUSHED SCREENINGS TRAIL
FUTU NDITI NS
1%Cf NCF?ANN AL PROPERTY LINE TRANSITIONS 1
AZAR ■ ■ ■ Not to Scale
�W-4
NOTE: NO CONSTRUCTION EQUIPMENT
WILL BE PERMITTED TO CROSS THE
EXISTING CHANNEL OF GIN BRANCH
CREEK. WORK IS TO BE COMPLETED FROM
THE NORTH OR SOUTH BANKS.
BRIDGE ABUTMENT:
SEE STRUCTURAL SHEETS
EXISTING VEGETATION
TO REMAIN
3 16' BY 16' QUARE
W-4 OVERLOO
/BENCH -
BOARDWALK "C"
FUTURE CONDITIONS
1% CHANCEANNUAL
FLOOD HAZARD
EX. BEECH TREE —�
TO REMAIN
NOTE: IN ORDER TO PROTECT ADJACENT / \
LARGE TREES AND/OR AVOID SHALLOW /
ROCK, SOME ADJUSTMENT OF BOARDWALK
PIERS MAY BE REQUIRED. CONTRACTOR K 1 CRUSHED SCREENINGS
TO NOTIFY LANDSCAPE ARCHITECT, / W-4 TRAIL TRANSITIONS
STRUCTURAL ENGINEER AND OWNER IF BEGIN TRAIL SEGMENT #5
ADJUSTMENT OF PIERS IS NECESSARY.
9 6' CRUSHED
SW -6 SCREENINGS TRAIL
LESS THAN S% MAX. SLOPE
BOARDWALK "B" AND "C"
PEDESTRIAN BRIDGE "B"
LEGEND:
NOTE: IN ORDER TO PROTECT ADJACENT
LARGE TREES/ND/OR AVOID SHALLOW
ROCK, SOME,
=NCH
GRAVEL DRIVEWAY AND PARKING
JUSTMENT OF BOARDWALK
PIERS MAY BE EQUIRED. CONTRACTOR
4" THICK CONCRETE
TO NOTIFY LANDSCAPE ARCHITECT,
CRUSHED SCREENINGS TRAIL
STRUCTU LEIyGINEER AND OWNER IF
BOARDWALK
ADJUSTME T F PIERS IS NECESSARY.
BRIDGE
_ _ _ _
FUTURE NATURAL SURFACE TRAILS
6'
L6' BY 16' SQUARE 3
OVERLOOK W
J
PERMIT SET
NOT FOR CONSTRUCTION
TRANSITION TO BOARDWALK OR BRIDGE:
8' TAPER
TAPER EDGE OF TRAIL TO MEET
EDGE OF BOARDWALK (BOTH SIDES)
M
PLAN VIEW
CRUSHED SCREENINGS BOARDWALK
TRAIL OR BRIDGE
4” X 6"
CRUSHED END POST
SCREENINGS SECTION
2" X 10"
CRUSHED
4"
DECK BOARDS
STONE
8.33% MAX. d CD• 0
° W <� d
_ BOARDWALK / BRIDGE
L`_—_
—I I I—I 11-1 11-1 I I—
4- 1 1 1—I I 1-1 II—I 1 1—I I I— I I —III 1
11=111=111=111=1 I I=1 I_ !9_=11 ` CONCRETE FOOTER,
= 111—III—III—III—III—III—I bk�h1-111 f ` f
= • SEE DETAIL 5 ON
:I � Iil11 1=1� 111-11 I—I$I—I 1 I -111—I 11-61[ —111 f ° SHEET S-3
J I I— 1=1 I I=1 I I=1 I I=1 I I=1 I I=1 111 11=1 I
COMPACTED SUBGRADE
TRANSITION TO CONCRETE SIDEWALK:
CRUSHED
SCREENINGS
CRUSHED
8"
STONE
CONCRETE
g,33% MAX. PAVING
f y
° d 4 Ell
-Ill I -I _=1 11=1 11SECTION
=1 I I=1 I I=1 I I=111=1 it f I 1-I I I 11=1
.` I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I—I I I I I I I I I I I
COMPACTED SUBGRADE
■ 6'
CRUSHED SCREENINGS TRAIL
FUTU NDITI NS
1%Cf NCF?ANN AL PROPERTY LINE TRANSITIONS 1
AZAR ■ ■ ■ Not to Scale
�W-4
NOTE: NO CONSTRUCTION EQUIPMENT
WILL BE PERMITTED TO CROSS THE
EXISTING CHANNEL OF GIN BRANCH
CREEK. WORK IS TO BE COMPLETED FROM
THE NORTH OR SOUTH BANKS.
BRIDGE ABUTMENT:
SEE STRUCTURAL SHEETS
EXISTING VEGETATION
TO REMAIN
3 16' BY 16' QUARE
W-4 OVERLOO
/BENCH -
BOARDWALK "C"
FUTURE CONDITIONS
1% CHANCEANNUAL
FLOOD HAZARD
EX. BEECH TREE —�
TO REMAIN
NOTE: IN ORDER TO PROTECT ADJACENT / \
LARGE TREES AND/OR AVOID SHALLOW /
ROCK, SOME ADJUSTMENT OF BOARDWALK
PIERS MAY BE REQUIRED. CONTRACTOR K 1 CRUSHED SCREENINGS
TO NOTIFY LANDSCAPE ARCHITECT, / W-4 TRAIL TRANSITIONS
STRUCTURAL ENGINEER AND OWNER IF BEGIN TRAIL SEGMENT #5
ADJUSTMENT OF PIERS IS NECESSARY.
9 6' CRUSHED
SW -6 SCREENINGS TRAIL
LESS THAN S% MAX. SLOPE
BOARDWALK "B" AND "C"
PEDESTRIAN BRIDGE "B"
LEGEND:
PROTECTIONFENCE0
U o0
GRAVEL DRIVEWAY AND PARKING
4" THICK CONCRETE
00000
CRUSHED SCREENINGS TRAIL
('o°°
BOARDWALK
CN
BRIDGE
_ _ _ _
FUTURE NATURAL SURFACE TRAILS
6'
AND OVERLOOKS
0
TREE PROTECTION FENCE
— 0
TREE PROTECTION / SILT FENCE COMBO
/
PROTECTIONFENCE0
U o0
0b°°°
('o°°
rG
CN
TOPO NOT SHOWN IN THIS
AREA FOR CLARITY
6'
,
oo,
0°
0° ,
00
°o o
0 0° ,
�° 00
TO HUNT VALLEY
PARKING AREA
NAD 83 NC GRID
0 10 20 40
SCALE: 1" = 20'- 0"
W\
U o0
�j �-oN
cri
CN
U
Q; z
�
�^
Q)
L
4--J
COO
4.j m
.�
Z
i
vo
Q
O
Q) t
d1
r O
z
rn
�
(n
V
4-J
�
1
I
(:3)
W
Cz
Cz
4-0
p
` V
O
Ca
W\
W
cri
4�
Q)
L
4--J
COO
Zv
Z
W
Q
O
--
U
REVISIONS
Date: 2/26/16
SW -4

co
NJ — woo I 198— — —�
CQ to
° s
\� \\�♦\I \1 II// i' a coo
'96- - \ /� I I\ lid / // o� 0
•I I \ \I\\ \ \ I I I —19 NF&K 2WAM IW7 Til m
it/ C74
500 -YEAR\
° S01\ \° \2 yI100-YEAR
I � FLOODPLAIN oI \IIII IIIA
oFLOODPLAIN GIN BRC�
'—' wS�N
° GIN BRANCH
II I I o
\ 20, I / / / / �° / �\ \ \ I CHECK DAM r9 w 02m
ry v
20/ U
\3NE 1 \ �/l l7p/l �l EXISTING �/ / / \\ \ \—
%11y 0l // TOP OF BANK i / "I \ \ �� I III s� �° m
\ \ / / / \I_ RIPRAP OUTLET — 9 o
\ °� I \ CD
°° /' / / TEMPORARY 8 otiI \ o°� I PROTECTION EC -5 \I [� z •d
CQ
STREAM CROSSING
BRIDGE MATS / ; / ��ij o I sT PROPOSED 4 \ w o z
Log - y5� ,�: I CD o HEADWALL EC 7 \ \ - Z ULo
Irk
N / N° / 202 N 20� \ \ <Oo
2�3 �/� N ' �D LpD
'J C�00 LOD
CRUSHED SCREENINGS
TRAIL (TYP.)
\ / // ► -
/ 201 1 I 661
III
PROPOSED 10' CLEAR
207 °
PEDESTRIAN BRIDGE A �°°' s °o
SEE STRUCTURAL PLN SHE S
32 LF OF PROPOSED
DUAL 36" RCP ® 10.0%
/INV. IN=201.23 FT.
� A I I I\ '\ 1 � � 1 / / ; `LO�o°/ joo �o°' �II ` o I � � _20° INV. OUT=198.03 FT.
4o=74.9 (TOTAL)
Gon
PROPOSED
2 SILT FENCE\ IIII , / / HEADWALL� PROPOSED
EC-TYP.) PROPOSED TRAIL CLASS II R
IPRAP
LESS THEN // / / / / I i /� / / / - / �I I I �/ / / / / AT PIPE INLET
5% MA�, SLOPE // �/ / / / / 1 / / / �/ / �' I I / / / / 15 FT. IN LENGTH
\ �, i/�►i/ i i�%� EXISTING / _ / / / / I I / / / / TO ELEVATION 202 FT.
TREE )i �� /� i i/ STREAM
SW -3 PROTECTION /�/
()
TYP.
__
/�// - EXISTING
`�✓, / / / �/ / / _ / cv / / // / / TOP OF BANK
j, /l (l // /� _ —EXISTING POND
/ F,Q �� / / / I gyp• 2 .% / \ /III (YUTFLOW CHANNEL
\ �/ / // / ✓ I /// ��� CENTERLINE
go.
204
202
200
198
196
PLAN VIEW
l"=20'
194
49+00
49+20
49+40 49+60 49+80 50+00 50+20 50+40 50+60 50+80 51+00 51+20
PROFILE VIEW
1"=20' HORIZONTAL
1"=2' VERTICAL
m:
204
202
200
198
196
194
51+40
NOTES:
1. DEBRIS FOUND IN CHANNEL, UNKNOWN TO WHAT DEPTH.
CONTRACTOR TO REMOVE ALL DEBRIS AND FILL WITH SUITABLE SOIL
PRIOR TO CULVERT INSTILLATION.
2. CONTRACTOR TO CROSS STREAM ONLY AT TEMPORARY BRIDGE MAT LOCATION.
3. POND OUTLET CHANNEL NOT JURISDICTIONAL STREAM - WORK IN CHANNEL AND CROSSING AVAILABLE.
A
V
o
J
J
�
O
N
M
V
z�
OWN
�
s
�
4-j
d)
cu
V
a,
O
QJ
a>
4-
O
ca
V
-C3
z
I
(n
■IJ
�t
ro
UO
2:
A
L
L
0�
L
a—J
Z v
z
LEGEND c-
185
185 WAKE COUNTY GIS CONTOURS
=3
SURVEYED CONTOURS o
PROPERTY BOUNDARY _ _Qj
■��������������■ USGS STREAM CENTERLINE
100 -YEAR FEMA FLOODPLAIN (V
L ,s"o
500 -YEAR FEMA FLOODPLAIN
50' STREAM BUFFER
185 PROPOSED CONTOURS
K x xn X FLOOD PRONE SOILS
LOD LIMITS OF DISTURBANCE REVISIONS
SF SILT FENCE AND TREE PROTECTION COMBINATION
SURVEYED TREELINE
TEMPORARY STREAM CROSSING BRIDGE MATS
CHECK DAM
TREE PROTECTION
PERMIT SET
NOT FOR CONSTRUCTION
20 10 0 20 40
SCALE 1"=20'
Date: 2-26-2016
LCA
M
OWN
L
L
0�
L
a—J
Z v
z
LEGEND c-
185
185 WAKE COUNTY GIS CONTOURS
=3
SURVEYED CONTOURS o
PROPERTY BOUNDARY _ _Qj
■��������������■ USGS STREAM CENTERLINE
100 -YEAR FEMA FLOODPLAIN (V
L ,s"o
500 -YEAR FEMA FLOODPLAIN
50' STREAM BUFFER
185 PROPOSED CONTOURS
K x xn X FLOOD PRONE SOILS
LOD LIMITS OF DISTURBANCE REVISIONS
SF SILT FENCE AND TREE PROTECTION COMBINATION
SURVEYED TREELINE
TEMPORARY STREAM CROSSING BRIDGE MATS
CHECK DAM
TREE PROTECTION
PERMIT SET
NOT FOR CONSTRUCTION
20 10 0 20 40
SCALE 1"=20'
Date: 2-26-2016
LCA

EXISTING
WETLAND
•. F F F'.F F F F F F F� F F / F F F � F F F F r F f F F F F •� F F F •, F F F F F F - F F r F F -( V � � I � I I � i ' �OV /�
F F F F F F F F F F F F F F F F F F F F F F F
F F '
F F F F
F F \F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F I I I I I I � I I � I 1 �~�. •L
F FFf F F � `' •I I I I I
F F F F F F F F F F F F F F F
F F F F F F F F F F F f F F F F F F F F F I I O
FBF F C' I I I I I I
A F F f F F F F F F f F F F F D I I I 100 -YEAR I I I I I
RGE O I I
SPL IVC [}�VC F I/ I I I I D / I F]LOODPLAIN
FOU T�1\O
\\ \ \ \ \ LOD LOD
/,�/ FF F F FiF F f , iF� F' F F / F F I F F f F F f\ F F♦F F \ \ \ \ \ \ \ \ I \ \\1 LOD — LOD
/, ' V/ F F F FF, — F F F F F F F \�N//��� F I F F F F F f f F�7R f F F F F \ ` I\ \ \ \
60
O—\ A� \ \ I 1 � LOD
F <p FFF�i F FAr-,
i� F F �f F F F F F F F\ ♦1 F F F F F F F F F F ��,(F� F F "�F\ � F F F F F I \ I\ I\/ l \ \ \ \ � \ \ \ \ \'
F F\ F f �` F F F F fIf F F F F F F F F F F F rf♦F f F F F F F F F F7lT.( `F F F\\ F F F F F /// \\ \\ I\ \ \ \ -1 FL�OD LAIN \ \\ \ \
TOS ( F F F F F F F I� F F F F `R"r F F F \ , \\ \ \ \ \• �\ �\ \ \ \ \
F F F F F F F f F \\ F F f
F F F F F I F F F f F f 'E F f �\ F F f \\ -\,
F F F F F F�.F� F f F F F F!G� f f \ F��'-" F JF f�\ F F F \\ \ ` I \ Q `\\ \ \ \ \ I\ \ \ C
F V' \ F �\ �` \ F F F F ^ SF F \
F F F F F F F F F F � F F \J F F ,\ F F/F F F I -I G V ✓\
LOD LOD
h F F F f F F F F FI F F F F I F I F F F F`' F F F F F I F F F F ! F F,F F o\ 1 F F �\ F F F I FI Y F F F \ \ \ 13
J� \ \\ \ \\ \ \ \ \ op
'A-)
F F F F f F F F F F F F i/F F F F F F F F F FI 1 F \ \I � \ \\ \ \
F F F
F F F\ F cc
F F F �` F F , F I FF F F_ F F F F F FF' F f // F
' d F� F\ F F F F \� F F F FI F F F F F F F F �� //y!1/ F F F F F F F F F,\• \ F �e� F I 1, I n� ♦ \ \` \ \ \ \ \ \ \ \ \
F f F F� nn-� F F F F F F I F /F ``N` y F F /� F F F F F \ F \ �J oA\� \\ \ \ \ \ N O \ \ \ OOl OOl
F F F F F FI F F I F "P F F F F F F F F F �F F\ F \V f \ \ j O \ \ \ OO —
(\'\J F 7 �q1 2 \ ^ 1 N \ \ ao� �
F I \ F f \ F f f y F F F F F F F F F F F F I `\ / F \ J (.Yn \ \ \ \ \ \ \
_ F F F F F F F \ F �(Q F GF F F F F F F F F F F F f\ \R F F \ F I ,\ \ I^ V' \ \ \ p1
V�F\ \ lY \ \OO \ \ \ \ \ \ O \
_ F f\ F F F F F F f ` / F F F F F F F F f •\ F [ T I�••. C9 , O Iv \ \ I \ \ \ "\ \ \\
11
_1
DO
PROPOSED TRAIL O�
LESS THEN 5% MAX cqlk F F vI F.SLOPE F F IF F \ F O)
\\\
\
DO"1
IIk F ,j$ \ I I \ \ \
F/ \ F F F FI F F F /d F Fyy F F F F F F F F FI F F ,F F F �4 1 F I F 111 I I XI TIN
F/ F \ , F F F yI F F F F F F F / F I, F F F I F F I I F F I I L �C ISS \ I
F v II i II WETLAND
F_ I F F F F F F F F F F F F F F F / F F F F f ■ F I F F f'
II F F F F� F F F rF F f /F> F, F F IF I F F F F F F F F F /F F F� F F F R_ F F F F F F F F i - IF F �F F F{I� F 1 F I I"yry1
1 F F F F \ F F _ i(c F F F F F F F F F I F F f F I I k'\ \\ \\
F\ F F \� F/ , F I F F F F WJ F FEXISTI'NG F F F F It FIF /I ❑ \ I I I I \ I/ `\ \ \
F F f 1 F \� F^ F J'� F F F F F F F �/ F F F F I F IF I- I I OI I
\ _ F I I F\ F F F k F F �' `� F F F, ,V. PROPOSED PEDESTRIAN BRIDGE B F F F ' F o \
L - I r F �EKNTER OF i F F F I FI F �! TEMPORARY
\\ \\ - II ^ II FF ► 'w F F F f �\ F F F F F %F ��\F F�. SEE STRUCTURAL PLANS a\ F F
STREAM F F -IFF F F F IF �F� \ r i i _� STAGING
100-1 011 _ 0� �` F F F F\ F F F F F F�/ F F�'�10 FT. CLEAR F F F F F F F F F F I,I -L F F FF - F AREA
OOl - Ol R"� 001 tel` an, F \ F F _- F ` - / - - F 1 F F F F F F ISI F ! F I I F�c F IFl ❑ I \ \ \ \ \ 1 v
F F �M1 OSI �.W�, F F ` F/�f F F F F F F F F /F F F F F I�I FV jT� F/ I I I• J \\ \ \ 1 N I I N O \
\ ■r O I 1 O � \
\ F It F F \ F F F F \\ F F F F F F F I Id F \ N
\ F F F F F F F\ , F F F F F F F F f Il I// FI1� O
\F F F F F \ F F F F F F f F I w
1} / F f \ F F F F OO F F \ F\ f/ F F F F/ F F F F I FI (2-1 \ I N W
\ ,., 1 � �\ F F F F \mac F F F F f F F F F\ �`i4\ F F F F F F F I F F , Z 1 \
I� F F \F F F \ � F F F F F��Ok) F F f � FF F F F FI F F FF�F I I FF �\1 / ` � \\ \\ \ - \ `O SILT FNCE ' J N II 1�
F ♦ > F F F F QD I< r IT �1` r \ OUTLET
F \F\ F F F F F F F F Y , \ \\ I O I I (� I 1
199.00 I \ F F F F F F �\ F F F F ��� f F F F F F F F I F FI F FI I �I '� \ \ \I I cp 9 11 \\
\ \ A , I I/ F F FF F F F F I�,F F \ F F F F f _ F F I F F I p� \` \ ICO \
\� \�/II ' \ ^ F F �f \, / F FF FF FF F F /F FBF F F F \ F F F F F F 71 IF F F F I F I II I 98. \ \ \\ II LOD L LOD LOD T C \
OO 1 I \ f F F f -F F f III �\ F F F(co')
\
�Iz- F F \ F F F F F F\ F F F F F F F F F I F F 1 � \ 1.0\ �
COO I 1 , II \ F F F F F F ❑♦F F F �\ FF FF �I k F F F F F F F F F F F f 1� I F fl F F(I.
\ COD • I I i II �, \\ \F\ F F/ .�� F/ F F Lci
C-0
F f /k F F F/ F F F F F C.i�
OO I \ , , 198.00 F /♦ "V �/F Lo�
C
I O\ I , ;,� F F F/ F F F F♦ F F F F F F F�F ����� F 'II F I V F F F F\F F F F F -II F� F F F -F �\ J \_ _\ I I I \ \
F F F F F F F IFI F F F F F F F F F F F F F I I F 1 F
[[p-yyyy��� ♦ s - ♦ F AI '.�. �� I I F -1- -� / I F F - 198.00 \' 4 0,
\ _ r F J` F F -gyp I,i�•• F f —� \ F F F_
CO \ I\ \ \ LF _p-� F F F F F F S F F fI IF 1 I F/ F F I F F F F F k �FMVW. F \
O\ O \ \_/ F F F F F f, F F F F F F f' �— F F FI F� F F F ,I "l/ F F I �\ \ .i O I
PROPOSED BOARDWALK C L\ IF 1F F IF F F F F\ F f O\ 9 P D
\ F F F F F F 1II F F F R F I F F F F _ p1 F O __ O/ Q - i OaI O OD OOD
SEE STRUCTURAL PLANS - \L�a LOD F F F f ,F F f -- F F�JF VF F F F I' F I F F F F �IF F FI I I I
1 F
10 FT. CLEAR I I F OD �--` ���=—�—F F F F F fl F F I F F F F F F,� IF IF F F I F F F `O I D �\
F ` F Fy
FF FFi F FI F F �/F S• Fl FF F F F F FF i\M� F F FF F Z \� I \\\ \\ PRQPOSED\\B.. RD
\ I t`� F\* I" I F- F �RJF F F V•i`\ I \
CONTRACTOR TO USE MUD MATS L Fi F F F F F F F F F F F F F F F F F F F F F /(o F IF F F SEE STRUCTURAL,,
,' F F F F F F ♦ F F F i F IF ��� `OI \I0 FT. CLEAR
IN WETLAND AREAS TO INSTALL F/♦ F F /F FI �� F F\ F
-- ♦ -Oo\�, F FFFFF f FFF FF FF FF FF ♦FF'F FF FF FF FF FfF F FFF F FF / FF F �f F F F,F /F F FF �F F /F�F� F `` F^F FF F F F \FF ^ F\F\F \F`F x F\F F\F
F♦f fF F\ F F F �ABUTMENTS AND PIERS F F F F FF F K FF F Ff,
\II ITV \Q- CONTRACTOR TO WORK FROM /
\ \
\ \\
\
\\ \ SIL\T\\
F`,E.
NCEEAST SIDE TO MINIMIZE IMPACTS Ff. �F• (TYP.)TO BRANDED CHANNEL TO THE PROPOSED BACKW!ATER ��FFWEST F F FF \F F FF 6KIEASEMENT (0.04 AC.) EC2-
5
\
•C• 1� F F F F F F F F F F F F F � Fq\ F F f �\��/C���\`(�O�?'P \
PLAN VIEW
1 f1=20'
204
202
200
198
196
194
192
204
202
200
198
196
194
192
L Y\
NOTES:
1. NO CONSTRUCTION EQUIPMENT WILL BE PERMITTED TO CROSS THE
EXISTING CHANNEL OF GIN BRANCH. WORK IS TO BE COMPLETED
FROM NORTH OR SOUTH BANKS.
2. SPOT ELEVATIONS SHOWN ON BRIDGE AND BOARDWALK ARE TOP
OF DECK ELEVATIONS. SEE STRUCTURAL DRAWINGS.
LEGEND
PROPOSED
/ `
o
J
J
�
O
CL
N
U
z�
IV
WAKE COUNTY GIS CONTOURS
BOARDWALK
C `
TF'�
v,
�fF
.j
C6�
scll
V
a,
SURVEYED CONTOURS
+-1
c)
v'
4-
L_
ory)
V�z�
BOUNDARY
roF�
uo
■��������������■
USGS STREAM CENTERLINE
190
190
100 -YEAR FEMA FLOODPLAIN
- -
500 -YEAR FEMA FLOODPLAIN
EXISTING
- -
50' STREAM BUFFER
GRADE
185
Z
/
PROPOSED CONTOURS
C/
-
FLOOD PRONE SOILS
188
n
- 188 Ff F F f F�,
EXISTING WETLANDS
I
Z
LOD
LIMITS OF DISTURBANCE
_
SF
TREE PROTECTION
Z
SURVEYED TREELINE
uj
r
m�
I
TEMPORARY STAGING AREA
186
-
-
- - 186
■ • • • • • • • • • • • • • • ■
PROPOSED BACKWATER EASEMENT
TREE PROTECTION
184
48+00
48+20 48+40 48+60 48+80 49+00 49+20 49+40 49+60 49+80
PROFILE VIEW
1"=20" HORIZONTAL
1"=2' VERTICAL
50+00 50+20 50+40 50+60 50+80 51+00
184
51+20
PERMIT SET
NOT FOR CONSTRUCTION
20 10 0 20 40
SCALE V=20'
REVISIONS
Date: 2-26-2016
C-3
V
o
J
J
�
O
CL
N
U
z�
1
TF'�
v,
�fF
.j
C6�
scll
V
a,
+-1
c)
v'
4-
L_
ory)
V�z�
1
roF�
uo
REVISIONS
Date: 2-26-2016
C-3

DocuSign Envelope ID: lF74CB46-2761-4574-A5E6-98A2474C8405
GENERAL
THESE DRAWINGS, AS INSTRUMENTS OF PROFESSIONAL SERVICE, ARE THE
PROPERTY OF LY3A6HT $ ASSOCIATES, P.A., FOR USE SOLELY WITH THIS
PROJECT AND SHALL NOT BE REPRODUCED FOR OTHER PURPOSES.
THE PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWIN65 IS THE
PROJECT STRUCTURAL ENGINEER -OF -RECORD (SER) WHO BEARS LEGAL
RE5PON51BILITY FOR THE PERFORMANCE OF THE STRUCTURAL FRAMING RELATING
TO PUBLIC HEALTH, SAFETY, AND WELFARE. NO OTHER PARTY, WHETHER OR NOT
A PROFESSIONAL ENGINEER, MAY COMPLETE, CORRECT, REVISE, DELETE, OR ADD
TO THESE CONSTRUCTION DOCUMENTS OR PERFORM INSPECTIONS OF THE WORK
WITHOUT THE WRITTEN FERMI-5-5/ON OF THE 5ER.
USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH JOB SPECIFICATIONS, AND
OTHER DRAWINGS.
SECTIONS AND DETAILS SHOWN SHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR
CONDITIONS.
ALL NON-STRUCTURAL ELEMENTS INDICATED ON THE STRUCTURAL DRAWINGS HAVE
BEEN SHOWN IN GENERAL RELATIONSHIP TO THE STRUCTURAL ELEMENTS. THEY
SHALL NOT BE ASSUMED TO BE ACCURATE AND REFERENCE MUST BE MADE TO THE
APPROPRIATE CON5ULTANT(5) PLANS AND SPECIFICATIONS.
CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND TAKE ALL
NECESSARY FIELD MEASUREMENTS.
THE STRUCTURE SHOWN ON THESE DRAWINGS I5 STRUCTURALLY SOUND ONLY IN ITS
COMPLETED FORM. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING TO
STABILIZE THE STRUCTURE DURING CONSTRUCTION.
SCOPE OF STRUCTURAL ENGINEERING SERVICES
LYSAGHT 8 ASSOCIATES, P.A. HAS PERFORMED THE STRUCTURAL DESIGN AND
PREPARED THE STRUCTURAL WORKING DRAWINGS FOR THIS PROJECT.
"CONSTRUCTION REVIEW" SERVICES ARE ALSO A PART OF OUR CONTRACT. THE
CONTRACTOR MUST NOTIFY THE STRUCTURAL ENGINEER AT THE FOLLOWING 3TA&E5
OF CONSTRUCTION FOR A FIELD REVIEW OF THE WORK:
1. AFTER PLACEMENT OF FOOTING REBAR, BEFORE CONCRETE POUR.
2. AFTER COMPLETION OF THE STRUCTURAL SYSTEM, BEFORE THE
PRE -FABRICATED BRIDGES ARE INSTALLED.
3. AT ANY STAGE OF CONSTRUCTION WHEN PE316N OR CONSTRUCTION
PROBLEMS ARE ENCOUNTERED.
A "CONSTRUCTION REVIEW REPORT" WILL BE SENT TO THE CONTRACTOR FOLLOWING
EACH FIELD TRIP.
THE STRUCTURAL DESIGN OF THE PRE-ENGINEERED BRIDGES IS THE RESPONSIBILITY
OF THE BRIDGE SUPPLIER.
PORTIONS OF THE STRUCTURAL OE516N (AS NOTED ON THE DRAWINGS AND IN
THESE NOTES) ARE THE RESPONSIBILITY OF THE MATERIAL SUPPLIERS. SHOP
DRAWINGS FOR EACH OF THE STRUCTURAL COMPONENTS MUST BE SUBMITTED TO THE
OWNER FOR REVIEW PRIOR TO FABRICATION AND ERECTION.
THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE OE3I6N OF THE PRIMARY
STRUCTURAL SYSTEM, EXCEPT FOR THE COMPONENTS NOTED ABOVE.
RESPONSIBILITY FOR ANY SECONDARY STRUCTURAL AND NON-STRUCTURAL SYSTEMS
NOT SHOWN ON THE STRUCTURAL PLANS RESTS WITH SOMEONE OTHER THAN THE
STRUCTURAL ENGINEER.
THE STRUCTURAL ENGINEER HAS NOT DONE A SUBSURFACE INVESTIGATION (HE I5
NOT A SOILS SPECIALIST). THE FOUNDATION DESIGN IS BASED UPON AN
ASSUMED ALLOWABLE BEARING PRESSURE AS SHOWN IN THE "FOUNDATION"
STRUCTURAL NOTES. THIS ALLOWABLE BEARING PRESSURE MUST BE VERIFIED BY
THE CONTRACTOR OR OWNER. IF PROBLEMS ARE ENCOUNTERED, A SOILS ENGINEER
SHOULD BE RETAINED TO EVALUATE THE CONDITIONS AND RECOMMEND THE
APPROPRIATE FOUNDATION SYSTEM.
THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR, AND WILL NOT HAVE
CONTROL OF CONSTRUCTION MEANS, METHODS, TECHNIOUE5, SEQUENCES OR
PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH
THE CONSTRUCTION WORK; NOR WILL HE BE RESPONSIBLE FOR THE CONTRACTOR'S
FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS.
FIELD MEASUREMENTS AND THE VERIFICATION OF FIELD DIMENSIONS ARE NOT
PART OF THE STRUCTURAL ENGINEER'5 RESPONSIBILITY. THE CONTRACTOR MUST
CHECK ALL (ASSUMED) EXISTING CONDITIONS SHOWN ON THESE DRAWIN65 FOR
ACCURACY AND NOTIFY THE STRUCTURAL ENGINEER OF ANY 015CREPANCIE5.
ABBREVIATIONS
A.B.
ANCHOR BOLT
B/B
BACK TO BACK
C/C
CENTER TO CENTER
DJ
DOUBLE J013T
E.W.
EACH WAY
N.T.5.
NOT TO 50ALE
O.G.
ON CENTER
P.A.F.
POWDER ACTUATED FASTENER
PT
PRESSURE TREATED
SYP
SOUTHERN YELLOW PINE LUMBER
T.O.F.
TOP OF FOOTING
U.N.O.
UNLE55 NOTED OTHER14I5E
CODE
NORTH CAROLINA STATE BUILDING CODE - 2012 EDITION
OCCUPANCY CATEGORY II
WOOD FLOOR DEAD LOAD
50
PGF
FLOOR LIVE LOAD 8,200# GVW OR
qO
PSF
SNOW LOAD DATA :
55
0.230
GROUND 5NOA LOAD
15
PSF
SNOW EXPOSURE FACTOR
1.0
D
SNOW LOAD IMPORTANCE FACTOR
I.0
0.245
THERMAL FACTOR
1.2
0.136
FLAT ROOF SNOW LOAD
15
PSF
OE31ON SNOW LOAD
15
PSF
WIND LOAD DATA :
DESIGN WIND SPEED (A5GE 7-05) q5 MPH
WIND IMPORTANCE FACTOR 1.0
WIND EXPOSURE B
WIND PRESSURE FOR COMPONENTS / CLADDING PER ASCE 7-05
SEISMIC LOAD DATA
V
o0
SEISMIC IMPORTANCE FACTOR
1
1.00
MAPPED SPECTRAL RESPONSE ACCELERATION
55
0.230
MAPPED SPECTRAL RESPONSE ACCELERATION
SI
0.065
SITE GLASS
qj
D
SPECTRAL RESPONSE COEFFICIENT
S05
0.245
SPECTRAL RESPONSE COEFFICIENT
SDI
0.136
SEISMIC DESIGN CATEGORY
Q)
G
BASIC STRUCTURAL SYSTEM
Gant. Column System
SEISMIC RE515TIN6 SYSTEM
Timber Frames (Piles)
RESPONSE MODIFICATION COEFFICIENT
R
1.50
SYSTEM OVER5TRENGTH FACTOR Omega
1.50
DEFLECTION AMPLIFICATION FACTOR
--
Oct 1.50
SEISMIC RESPONSE COEFFICIENT
Gs
0.163
ANALYSIS PROCEDURE
4.
Equivalent Lateral Force
LATERAL DESIGN CONTROL
WIND
ALL FOOTINGS SHALL REST ON 501L CAPABLE OF SAFELY SUPPORTING 2500 P5F.
CONTACT STRUCTURAL ENGINEER IF UNSATISFACTORY SUBSURFACE CONDITIONS ARE
ENCOUNTERED.
FOOTINGS SHALL BE CARRIED TO A LOWER ELEVATION THAN THOSE INDICATED ON
THESE DRAWIN65 IF NECESSARY TO REACH FIRM UNDISTURBED SOIL.
THE BOTTOM OF ALL EXTERIOR FOOTI N63 SHALL BE A MINIMUM OF W' BELOW
FINISHED GRADE UNLESS NOTED OTHERWISE.
ALL FILL SHALL BE PLACED IN 6" MAXIMUM L005E LIFTS AND SHALL BE
COMPACTED TO A MINIMUM OF 615 PERCENT MAXIMUM DRY DENSITY AS DETERMINED
IN ACCORDANCE WITH ASTM 0-6q6 (STANDARD PROCTOR METHOD).
REFER TO TERRACON CONSULTANTS, INC. SUBSURFACE EXPLORATION REPORT
NO. 70145131 DATED NOVEMBER 24, 2014, FOR ADDITIONAL SUBSURFACE
INFORMATION AND RECOMMENDATIONS.
TIMBER PILES
ALL PILES SHALL BE SOUTHERN YELLOW PINE TIMBER PILES MEETING THE
REOUI REMENT5 OF THE ASTM 025 "STANDARD SPECIFICATION FOR ROUND TIMBER
PILES". PILE5 SHALL HAVE A MINIMUM TIP DIAMETER OF 6" AND A 20 -TON
DESIGN CAPACITY.
PILES SHALL HAVE A MINIMUM ALLOWABLE COMPRESSIVE STRESS PARALLEL TO
GRAIN OF 1000 PSI.
PILES SHALL BE GLEAN PEELED AND GGA PRESSURE TREATED IN ACCORDANCE WITH
THE AMERICAN WOOD PRESERVATION ASSOCIATION STANDARD G3.
PILES SHALL BE DRIVEN TO A DYNAMIC DRIVING RESISTANCE REQUIRED FOR A 5
TON DESIGN PILE CAPACITY AT BOARDWALKS AND 7.5 TON CAPACITY AT 120' BRIDGE
ABUTMENTS AS DETERMINED BY STANDARD ACCEPTABLE PILE- DRIVING FORMULAS OR
METHODS. THE PILE DRIVING PROCESS SHALL BE MONITORED BY THE SOILS ENGINEER
IN ORDER TO VERIFY PILE VERTICAL AND LATERAL CAPACITIES. PILES SHALL BE
DRIVEN UNTIL ACHIEVING A DYNAMIC SET INDICATIVE OF THE SPECIFIED CAPACITY WITH
A SAFETY FACTOR OF AT LEAST 2.
BASED ON SITE SOIL BORINGS, IT IS ANTICIPATED PILES WILL ACHIEVE 5 TON
CAPACITY AT DEPTHS APPROXIMATELY I q FEET BELOW THE EXISTING SITE GRADE
(DRIVEN MINIMUM 4 FEET INTO THE DENSER, RESIDUAL SILTY SAND LAYER AND
APPROXIMATELY 25'-0" BELOW SITE GRADE FOR 7.5 TON CAPACITY OR 10'-0"
INTO THE DENSER RE51PUAL SILTY SAND LAYER). A I KIP LATERAL LOAD PER
VERTICAL PILE AND A 2 KIP LATERAL LOAD AT 4:1 BATTER IS ASSUMED AND
SHOULD BE VERIFIED IN THE FIELD.
SINGE THE PILE LENGTHS WILL VARY ACROSS THE SITE, THE PILE CONTRACTOR
SHALL ORDER OVERLENGTH PILES AT THE START OF DRIVING OPERATIONS AND
DRIVE THESE PILES IN AREAS AROUND THE SITE TO DETERMINE PROPER PILE
LENGTH -5 FOR THE PRODUCTION PILE ORDER. PILE LENGTH5 SHALL BE
DETERMINED TO ALLOW CONTINUOUS INSTALLATION WITHOUT SPLICES.
PILES SHALL BE LOCATED AS SHOWN ON THE DRAWINGS AND SHALL BE DRIVEN
PLUMB, USING TEMPLATES TO MAINTAIN LOCATIONS IF NECESSARY.
THE FINAL LOCATION OF ALL PILES SHALL BE WITHIN 3 INCHES TOLERANCE OF
THE LOCATIONS SHOWN ON THE FOUNDATION ORAAINGS, AND PLUMB TO WITHIN 2
PERCENT OF THE PILE LENGTH.
PILES DRIVEN OUT OF THE TOLERANCES NOTED ABOVE OR DAMAGED DURING DRIVING
SHALL BE CORRECTED BY REMOVAL AND REORIVIN6 WITH A NEW PILE, OR BY
ADDING AN ADDITIONAL PILE IF APPROVED BY THE STRUCTURAL ENGINEER. EXTRA
COSTS ASSOCIATED WITH CORRECTING PILE DEFICIENCIES SHALL BE PAID BY THE
PILE CONTRACTOR.
PILES SHALL BE PRE -DRILLED UNLESS SPECIFICALLY PERMITTED BY THE PROJECT
GEOTECHNICAL ENGINEER.
PILE CONTRACTOR SHALL SUBMIT SHOP DRAWIN65 REFLECTING PROCEDURES AND
MATERIALS TO BE USED TO ARCHITECT AND 6EOTECHNIGAL ENGINEER PRIOR TO
START OF WORK.
INSTALLATION OF PILES SHALL BE CONTINUOUSLY OBSERVED BY A SPECIAL
INSPECTOR EMPLOYED BY THE OWNER. THE SPECIAL INSPECTOR SHALL BE A
REPRESENTATIVE OF THE PROJECT GEOTECHNICAL ENGINEER. THE INSPECTOR
SHALL KEEP RECORDS OF THE INSTALLATION OF EACH PILE AND RESULTS OF ANY
LOAD TESTS. RECORDS SHALL INCLUDE THE CUTOFF AND TIP ELEVATION OF EACH
PILE RELATIVE TO A PERMANENT REFERENCE ELEVATION.
LOAD TESTS MAY BE REQUIRED IF NECESSARY TO DETERMINE PILE LENGTHS OR
DRIVING PROCEDURES, OR TO VERIFY PILE CAPACITIES. LOAD TESTING SHALL BE
AS RECOMMENDED BY THE PROJECT GEOTECHNICAL EN61 NEER. TESTI N6 SHALL BE
IN ACCORDANCE WITH ASTM 0-1143 TO A TEST LOAD OF TWICE THE DESIGN LOAD.
AFTER INSTALLATION, PILE HEADS SHALL BE GUT OFF LEVEL AND TRUE WITHIN
1/2" OF THE ELEVATIONS INDICATED ON THE DRAWINGS. THE GUT OFF SHALL BE
TREATED WITH (3) GOATS OF HOT CREOSOTE OIL GOMFORMING TO AAPA STANDARD
M-4, "STANDARD FOR THE CARE OF PRESERVATIVE TREATED WOOD PRODUCTS."
SEE THE GEOTECHNICAL REPORT FOR ADDITIONAL RECOMMENDATIONS AND
REQUIREMENTS.
CONCRETE SHALL BE PROPORTIONED, MIXED AND PLACED IN ACCORDANCE WITH AGI
318, "BUILDING CODE REOUIREMENTS FOR REINFORCED CONCRETE" AND AGI 301,
SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILOIN65". ANY ADMIXTURES
MUST BE APPROVED BY THE STRUCTURAL ENGINEER.
ADMIXTURES CONTAINING CHLORIDE SALTS ARE NOT PERMITTED.
MINIMUM 2e DAY COMPRESSIVE STRENGTH OF CONCRETE FOR FOOTIN65 SHALL BE
3000 PSI AND BE NORMAL WEIGHT CONCRETE WITH A UNIT WEIGHT OF 145 PGF
5 PGF).
CONCRETE AT THE RAISED SOUTH BRIDGE ABUTMENT IS TO HAVE A 28 DAY
COMPRESSIVE STRENGTH OF 4000 PSI AND IS TO BE NORMAL WEIGHT CONCRETE
WITH A UNIT WEIGHT OF 145 PGF (+/- 5 PGF).
DO NOT CAST CONCRETE IN WATER OR ON FROZEN GROUND.
ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE IN
ACCORDANCE WITH THE LATEST "MANUAL OF 5TANOARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES", AGI 315.
REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615,
GRADE 60. CLEAR CONCRETE COVER OVER BARS SHALL BE 3" FOR FOOTINGS.
LAP ALL SPLICES IN CAST -IN-PLACE CONCRETE AS SPECIFICALLY GALLED FOR,
BUT AT LEAST 48 BAR DIAMETERS.
SUBMIT SHOP DRAWINGS TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO
FABRICATION.
plfffj_�i�71w;yf-��M
FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE AITH THE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR
STRUCTURAL STEEL BUILDIN65 (AN5I/AI5C 360-05)".
PRE-ENGINEERED STEEL BRIDGES ARE TO BE FABRICATED AITH ATMOSPHERIC
CORROSION -RESISTANT, HIGH STRENGTH LOW -ALLOY STEELS THAT CAN BE USED
IN THE BARE (UNCOATED) CONDITION AS SPECIFIED BY THE SUPPLIER.
SUBMIT ERECTION AND SHOP DRAWINGS TO THE STRUCTURAL ENGINEER FOR REVIEW
PRIOR TO FABRICATION.
GOR -TEN STEEL
GOR -STEN STEEL SHALL BE A5TM A242 OR A566. Fy = 46 KSI OR 50 KSI AT CONTRACTOR'S
OPTION.
WEATHERING STEEL BRIDGES INITIALLY LOOK ORANGE -BROWN IN COLOR. HOWEVER, THE
COLOR WILL DARKEN AS THE PATINA FORMS. IN TWO TO FIVE YEARS, DEPENDING ON THE
CLIMATE, THE STEEL WILL ATTAIN A DARK, RIGH, PURPLE -BROWN COLOR.
THE PROTECTIVE PATINA WILL START TO FORM DURING CONSTRUCTION. WORKERS SHALL
AVOID DAMAGING THE STEEL WHILE IT'S BEING STORED OR HANDLED. OTHERWISE THE
WEATHERING STEEL WILL APPEAR MOTTLED UNTIL THE PATINA REFORMS TO MATCH THE
UNDAMAGED AREAS. IF THE BEAM ENDS ARE UNPAINTED, CONSTRUGTOR5 SHALL WRAP
PIERS AND ABUTMENTS TO PROTECT THEM FROM STAINING.
"HERMETICALLY SEAL" TUBE STEEL MEMBERS WHEN POSSIBLE, OR PROVIDE WEEP
HOLES TO ALLOW PROPER DRAINAGE AND CIRCULATION OF AIR.
WEATHERING STEELS GENERALLY HAVE HIGHER CARBON EQUIVALENT VALUES (GEVS)
THAN CONVENTIONAL STEELS. THE HIGHER GEVS CAN INCREASE THE LIKELIHOOD OF
HYOROGEN-INDUCED CRACKING OF THE WELDS. PROPER PREHEATING OF THE WELDS,
HOWEVER, ELIMINATES THIS POSSIBILITY.
WELDER5 CAN USE CONVENTIONAL ELECTRODES FOR THE BODY OF THE WELD, BUT
SHOULD SWITCH TO ELECTRODES OF A CHEMICAL COMPOSITION MATCHING THAT OF THE
BASE METAL TO GAP MULTI -PASS FILLET AND BUTT WELDS. CONVENTIONAL ELECTRODES
ARE ALSO SUITABLE FOR 51NOLE PASS WELDS BECAUSE THE MELTED BASE METAL WILL
SUFFICIENTLY INFUSE THE WELD METAL WITH THE ALLOYING ELEMENTS AND PROVIDE
REQUIRED CORROSION BEHAVIOR. CONTINUOUS WELDS ARE PREFERABLE SINGE THEY
AVOID MOISTURE TRAPS.
USE WEATHERING GRADE BOLTS, NUTS AND WASHERS FOR JOINING WEATHERING STEEL
COMPONENTS. BOLTED CONNECTIONS INEVITABLY RESULT IN CREVICES THAT CAN TRAP
M015TURE. IF DETAILING IS SUCH THAT CLOSE FIT -UPS ARE DIFFICULT, THE JOINT SHALL
BE SEALED.
I FLUSH DEBRIS, DIRT, AND BIRD AND BAT OROPPING5 FROM THE BRIDGE
STRUCTURE.
2 CLEAR VEGETATION FROM PIER AND ABUTMENT AREAS TO ENHANCE AIR
CIRCULATION.
3 RESEAL DETERIORATING JOINTS.
4 UNBLOCK DRAINS AND TROUGHS.
5000 WOOD FRAMING, HEADERS AND PLYWOOD
ALL SOLID WOOD FRAMING SHALL COMPLY WITH THE NATIONAL FOREST PRODUCTS
ASSOCIATION "NATIONAL OE516N SPECIFICATION FOR WOOD CONSTRUCTION."
ALL SOLID FRAMING SHALL BE PRESSURE TREATED SYP MINIMUM #2 GRADE,
UNLE55 NOTED OTHERWISE ON THE PLANS. TREATED RETENTIONS ARE TO BE
AS REQUIRED BY SECTION 2303 OF THE BUILDING CODE.
ALL MEMBERS SHALL BE FRAMED, ANCHORED, TIED AND BRACED IN ACCORDANCE
WITH GOOD CONSTRUCTION PRACTICE AND THE NORTH CAROLINA STATE BUILDING CODE.
LYSR6HTH
ASSOCIATES
structural engineers
120 St. Marys street, Raleigh. NC 27605
919.833.0495 LysaghtPssociates.com
Firm No. C-0621
DocuSigned by:
66A 00. ka1 t,s ,U,,
9
035;;; Q��44 ARO /�''i�,i
�0. FESS
SEAL
7908
N W,
111111111\\\\\\
2/25/2016
W
V
o0
J
t1-1
4--J
N
I
qj
V
zrn
°a
4
Z
V
Q)
(:3)
rz
^W
i
Q
Qj
Q)
i
4.,
o
O
--
U
�0
0)
"C
Q
4.
co
���
O
z
o
(�
►—i
dl
CI)
= J
rN
�
LYSR6HTH
ASSOCIATES
structural engineers
120 St. Marys street, Raleigh. NC 27605
919.833.0495 LysaghtPssociates.com
Firm No. C-0621
DocuSigned by:
66A 00. ka1 t,s ,U,,
9
035;;; Q��44 ARO /�''i�,i
�0. FESS
SEAL
7908
N W,
111111111\\\\\\
2/25/2016
W
4--J
Zv
Z
^W
S..L
C)
V)
--
U
"C
CICS
al�
LU
REVISIONS
Date: 2/26/16
S—I

DocuSign Envelope ID: 1F74CB46-2761-4574-A5E6-98A2474C8405
12x12 PILE GAP
PILE -
=1�
V
C
r
d
CENTER OF PILES
AND PILE CAP
l/LIV 1 LI-' VI I -ILL✓
PILE
V
NN
O 4' -ll 11
1/ I-011
AND CAP
6" PILE
EXTENSION — I
cN
DOUBLE STRINGERS ,J
® EDGE O tf1
APA RAILING
U1
0
V
U1
0
12'5,12"
PILE
GAP
�
4
l�
I
V
va
W
4
L
i
v
a..1
o0
Z
U
M
CENTERLINE OF
O
o
1
Z3
(u
PILE
�
,_
S..L
3x10 #I SYP. P.T.
STRINGERS 0 12" O.G.
V)
--
ULU
l
i
G
r
_
(2)2x10 BANDS OR BUY LONGER
STRINGERS AND DELETE INTERIOR BAND
----------------
----------------
-
----
CENTERLINE
GENTERL I NE OE_
PILE
-
------------
--
-
-
-
--
-
-
--
-
-
-
-
-
--
-
-
-
-
-
-
-
-
-
CENTERL INE Ot =
PIL--------------
-
-t
---------------
--
-
-
-----------
--
-
-
PILE GAP 6 " BEYOND
AGE OF FLOOR PANEL
�
4x6 HANDRAIL
POSTS (TYP.)
EXTEND
OUTSIDE F
FOR OUTSIDE STRINGER I I
ATTACHMENT TO GAP. (SEE 0315-4)
7z" 7z'1
I5'-0"
� PILES
TYPICAL- OVERLOOK PL.4TFOiR1" 1 FRAMING
SEE 0215-4
314" SCALE
DOUBLE JOISTS AT EDGE 3x10 #I SYP FLOOR
JOISTS 0 12" O.G.
TYPICAL SECTION 7NROL*N OVERLOOK PLATFORM
3/4" SCALE
i
SEE 0215-4
AND 0715-4
12x12 PILE GAP
4'-1I"
x10 BAND
x10 BLOGKIN6
)'-0" TO I5' -O"±
� A PILES
REFER TO BOARDWALKIBRID6E
PLAN ON SHEET 5-3 FOR
LON61 NTUOI NAL PILE SPACING
Tl'PIC,4L SECTION TI-IROLJ6I4 15' LONG BO4RPLUALK
3/4" SCALE
V
NN
O 4' -ll 11
NN NN
04' -II 11 O
TYPICAL- OVERLOOK PL.4TFOiR1" 1 FRAMING
SEE 0215-4
314" SCALE
DOUBLE JOISTS AT EDGE 3x10 #I SYP FLOOR
JOISTS 0 12" O.G.
TYPICAL SECTION 7NROL*N OVERLOOK PLATFORM
3/4" SCALE
i
SEE 0215-4
AND 0715-4
12x12 PILE GAP
4'-1I"
x10 BAND
x10 BLOGKIN6
)'-0" TO I5' -O"±
� A PILES
REFER TO BOARDWALKIBRID6E
PLAN ON SHEET 5-3 FOR
LON61 NTUOI NAL PILE SPACING
Tl'PIC,4L SECTION TI-IROLJ6I4 15' LONG BO4RPLUALK
3/4" SCALE
LYSRGHT®
tr
ASSOCIATES
s uc u al engineers
120 St. Marys street, Raleigh. NC 27605
919.833.0495 LysaghtAssociates.com
Firm No. C-0621
EDocuSigned by:
6�1 V' OJ. (ia Gs
,`Q6�$j����i�g94A�,�
�N CARo4
�O •FESS /0 '1'9
SEAL
7908
N W.
"I"1111 [IIIIIII``\
2/25/2016
W\
U
o0
cN
a.;
z
o
�
4
l�
I
V
va
W
4
L
i
v
a..1
o0
Z
U
M
�
O
o
Z3
(u
►—i
dl
S..L
V)
LYSRGHT®
tr
ASSOCIATES
s uc u al engineers
120 St. Marys street, Raleigh. NC 27605
919.833.0495 LysaghtAssociates.com
Firm No. C-0621
EDocuSigned by:
6�1 V' OJ. (ia Gs
,`Q6�$j����i�g94A�,�
�N CARo4
�O •FESS /0 '1'9
SEAL
7908
N W.
"I"1111 [IIIIIII``\
2/25/2016
W\
W
W
l�
W
L
�J
Z
U
z
�
S..L
V)
--
ULU
REVISIONS
Date: 2/26/16
S-2

DocuSign Envelope ID: 1F74CB46-2761-4574-A5E6-98A2474C8405
4x6 #2 SYP. P.T.
RAIL P05T (TYP.)
— DOUBLE 5TRINGER5
EDGE
I
05/5-4
L
TYPICAL 10' LONG x 10' UJIDE 50AROUJALK
CROSSING
3/4" SGALE
12x12 #I PILE GAP SECTION GUT THRU RAIL AT BOARDWALK
CRO-55/NO 1-5 SIMILAR AT CONTI NUOU5
—DOUBLE 5TRINGER5 BOARDWALK EXCEPT 3x10 FLOOR JOIST.
a EDGE
- z
V
o0
- PILE (TYP.)
I
cN
12x12 #1 SYP
P.T. PILE GAP
�I
V
z
II
II
4
�I
II
V
3x10 5TR1 N6ER5
a
W
II
II
II
II
II
II
II
® 12" O.G. #1 5YP. P.T.
—
U
—
-
—
�
-
�
�
�
—
—
— —
�
O
O
U
M
�
O
z
o
L
��
^W
1.
Z_
2x10 DECK PLANKS
(#1 5YP P.T.)
I
RDS TO EACH ADJOINING BOARDWALK NAILED CLIP (5EE DETAIL 03/5-4)
ALVANIZED RING SECTION
4/LAR 51ZE 03/5-4
OR PILE AND GAP 1.5'-O" LENGTH
04/5-4
® TYPICAL iS' LONG x 10' UJIDE BOARDUJALK
3/4" SGALE
l.5'-0"
120'-0" BRIDGE
— 2x10 BAND AT
ENDS (#2 SYP P.T.)
0
3
Lu
v
PILES AND PILE GAP
NOT 5HOM ON TH15
END FOR CLARITY
PILE AND GAP
12'-0" 15'-O" 15'-O" IS' -O" 15'-O" 16'-O" 13'-10 1/2" 3 -0
® ELEVATION AT BOARDUTALK 'C'
ELEVA710N AT 50ARDwALK 'S'
1/4" 5GALE
120'-0" BRIDGE
HANDRAIL DETAIL I WHEEL GUARD PER
1/4" 5CALE
LYSR TH
ASSOCIATES
str uc u al engineers
120 St. Marys street, Raleigh. NC 27605
919.833.0495 LysaghtAssociates.com
Firm No. C-0621
DocuSigned by:
, 66' M R�9GS
�N CARo
�O ••FESS /p '1'�9
SEAL
7908
N W,
2/25/2016
W\
V
o0
cN
�;
V
z
ry)
4
l�
V
•v
a
W
4
U
L
Q
v
v
i
�
O
O
�
O
O
U
M
�
O
z
o
L
��
^W
►—i
dl
uo
= J
O
V)
LYSR TH
ASSOCIATES
str uc u al engineers
120 St. Marys street, Raleigh. NC 27605
919.833.0495 LysaghtAssociates.com
Firm No. C-0621
DocuSigned by:
, 66' M R�9GS
�N CARo
�O ••FESS /p '1'�9
SEAL
7908
N W,
2/25/2016
W\
W
W
l�
W
4—J
Z
U
z
^W
O
V)
--
ULu
REVISIONS
Date: 2/26/16
S-0

DocuSign Envelope ID: 1F74CB46-2761-4574-A5E6-98A2474C8405
4'-6 "
ATTACH TOP RAIL WITH 3
OUT/OUT OF FOOTING
SQUARE DRIVE WOOD SCREWS.
2x10 END BAND
2'-O"
(12 GTS. STAGGERED)
/
M 0
V
'4
0
10'-0" CLEAR WIDTH BETWEEN RAILS
J
J N a1
1'-2" 9"
2"
cj� I
(WALL) (SEAT)
3x10 JOISTS ® 12" O.G.
2x6 PITCHED RAIL
-1 V
'
a, z
—14
2x6 COMPOSITE TOP RAIL
�
2x4 #2 SYP (P.T.)
\�
2x4 AND 2x6 RAIL
---
-1N z J
„ „ _
12 x12 PILE GAP
HURRICANE
4
2x6 SUPPORT (BEVELED)
INTERIOR JOISTSIMPSON
AT ALLHIIZ
-
- - -
- -
2x10 DECK BOARDS NOT
(EXTEND PILE GAP 6" BEYOND
S
„
4 Ox16 ANCHOR BOLTS
4x6 #2 SYP POSTS
SHOWN FOR CLARITY
1 „ OUTSIDE EDGE OF BOARDWALK)
4 GAP
I „ „
4x4 TRANSITION RAIL- (Px5 &ALV. LAG SCREW
L% v
OO
(SEE DETAIL DINS -4 FOR
I
MAX.. .T.)
- '-O” (P
ATTACH TO OUTSIDE WITH WASHER (COUNTERSINKI.
v
Q
ADDITIONAL
PLAN
VIEW
FACE OF WHEEL GUARD HEAD AND WASHER)
�p
ON BOLTS)
4° 6"
=
AND SCUPPER
,INFORMATION
HOLD 4" PROJECTION
(_r(P) Ii
00
ABOVE ABUTMENT SEAT
<1- 2x6 #2 SYP (P.T,)- NAIL TO POST
WITH (2)16d &ALV. NAILS
-
- -
---
4V -zz al
'�
(2)�",P &ALV. THRU
BOLTS WITH
Tit3x10
JOISTS
WASHERS
�+
"i &ALVANIZED WIRE MESH ATTACH TO GALVANIZED WIRE MESH:
II„ N
,�� (D.J. AT ED&E JOISTS)
3••
-�IpN
POSTS AND BACK SIDE OF RAILS 2 SQUARE OPENINGS WOVEN OR
WITH GALVANIZED STAPLES WELDED 0.25" WIRE DIAMETER
1„ 1„ N
i i ►
N+ ►� 12x12 #1 SYP P.T.
m=
2'-5" SCUPPER �I
BLOCK (4x4) apo
L M s R G HT
____ __
__ ___ - PILE GAP BEAM
ASSOC ATES
2x6 #2 SYP (P. T.)
4cN TOE BOARD #1
_
mN 1 --------------
- m 1 i
JqH
&UARDEEL I I I I
s t r u c t u r 1 n g i n e r s
120 St. 27605
- 2x10 SYP. DECK
Mar ys stfe et, Raleigh.
N BOARDS (P.T.)
PLAN VIEW -------
------ m =
I I I
to
919.833.0495 LysaghtPssacias.cam
NI
_ °
- -- - -
-
W
_____= 2x10 #1 SYP. FLOOR
_
JOISTS � 12" O.G. (P.T.)
&ALV. L5x3 1/2x1/4x11" AT
OUTSIDE FACE OF DOUBLE EDGE
JOISTS (12-16d &ALV. NAILS)
}
DocuSigned by:
/' 1
�b�,bt,w. (iAi�t S
I I I I
NOTCH PILE AS REOUI RED
(2)0"x4"xl'-4" PLATES WITH
b
(2)3x10 OUTSIDE STRINGER
0
(2)3x10 OUTSIDE STRINGER
.� .. • • • • • • / ''
-I�
N
FOR FIT
"BOLTS (&ALV.)
------
•
SS/'
;0*-
��. �F E O,� �9
(2"0x14" DOME HEAD
Q
p
TIGHT OF PLATE(4104`0THRU
9 '•
I
I
DZOUBLE JOISTS 2x10 #2 SYP. (P.T.) BLOCKING BETWEEN
DRIVE SCREWS IN
= _
_ SEAL
W
W
z
AT ED&E FLOOR JOISTS NEAR CENTER POST
PRE -DRILLED LEAD HOLES
- 7908 =
►=
O
LOCATIONS WITH CONTINUOUS 2x4 ALONG
BOTTOM (NAIL 2x4 WITH Ibd &ALV. NAIL
TIMBER PILE (MIN 8"(P TIP)
SEE DETAIL 03 FOR OUTSIDE
12x12 PILE GAP - STRINGER TO PILE CONNECTION AND
LL
2°0 GALV. BOLTS WITH TO EACH BLOCK AND AT END DOUBLE
PILE TO PILE GAP CONNECTION
�1•'c
'•,,�'/0' ' Vd
0 <
_ _
_ N LL
3" S0. x 1/4" PLATE
JOISTS)IDES
WASHERS BOTH.510E3
2/25/201166
2/25
Z)
O
SPACE PILES 8'-O" O.G. UNDER PILE GAP.
j
O
(4'-0" OFF CENTERLINE OF BRIDGE) REFER
-GRADE VARIES
O
I
I
TO GENERAL NOTES AND 501L5 REPORT
HOLD MINIMUM 10'-0" CLEAR WIDTH
THIS HANDRAIL DETAIL IS TO BE USED WHERE
FOR ADDITIONAL INFORMATION ON PILES.
BETWEEN HANDRAILS / WHEELL&AURDS
ADJACENT &RADE 15 > 30" BELOW TOS' OF
DECK. OTHERN15E U5E DETAIL 0615-4.
15'-0" CENTERLINE/CENTERLINE
15'-0" CENTERLINE/CENTERLINE
I
I
PILES AND PILE GAPS PILES AND PILE GAPS
I
ICA
I
TYPIC,4L RECTION THRU 10' -ID" WIDE x i(d'-0" ON" -
TYPIC4L B0,4RDW,4LK SECTION ,4T PILE
DET,41L ,4T GsU,4RDR41L TO H4NDR41L CONDITION
IC I
I
450A
®
®
I
I
I
I
5r
RD W,4LK CROSSINCx WITI-1 i�,41LINC-r 1" ALE
1" SCALE
1" SCALE
I
I
HOLD 10'-0" CLEAR WIDTH
BETWEEN WHEEL 6UAR05.
I p
I
W
_I(
J
I I
I I
2"
11-4
-4'A
^^ ,,
W
J
I I
SCUPPER
BLOCKOAF
l�
I I 4x6 END POST (#2 5YP P.T.)
3„
3„
1 ► f
I I OR USE WHEEL GUARD IF
I I GRADE PERMITS
2x10 FLOOR PLANKS
4x4 WHEEL &UARD #2 P.T. SYP
4-6" WIDE X 12" DEEP X
LONG ABUTMENT FOOTING
1 1
(ROUND TOP TWO EDGES)
8"0 STAINLESS STEEL
.
I I
AIRCRAFT GABLE THRU
PLAN
VIEW
; ;
I I
I I
4"0 HOLE IN POST
I 1 10'-0" LONG CRO551NO
4-,
I I
I I
4x4x16" 50UPPER BLOCK #2 P T. SYP
BACK WALL HEI&HT INCLUDES II" HEI&HT
q
_ _ II - _ _
_ _
- __ - __ ___
OF BRIDGE STRUCTURE + 2 1/2" FOR 30'-2" BACKWALL/BACKWALL
IF BOARDWALK GROSSING IS
4
BEARIN& PLATE AND NON -SHRINK GROUT4
I I PRE -BUILT, SHIP END DECK BOARDS
I I
I I
2x6 COMPOSITE TOP RAIL
z U
I I LOSE TO ALLOW INSTALLATION OF
I I
I I
#2
7
Z
#5 HORIZONTAL
�� � ��
10 I -2
1 1 ANCHOR BOLT NUTS
DOUBLE 3x10 OR U
U
2x4 SYP (P.T.)
_
BARS @ MAX G" O.G.
BUILT-UP GRADE
1„ SEAT TOP OF BRIDGE DECK
1 1
SEE DETAIL I 1 2x10 #1 5YP. P.T. DECK BOARDS (NAIL
CONTINUOUS I I
DOUBLE 2x10 ED&E JOISTS
ml`fl
T 2x6 SUPPORT (BEVELED)
-
TO TOP OF WALL
1/5W-4 2x10 BAND i i TO EACH JOIST WITH (3)Ibd &ALV.�
4-J_
^^ ''
NAILS OR 51MILAR 51ZE SCREWS)
(2)8"(Px14" &ALV. DOME HEAD DRIVE
w
I'
_
I I
SCREWS AT EACH SCUPPER BLOCK
IN PRE LEAD HOLES
12x12 PILE GAP (REFER TO
-
^ O
BRIEE(D
STEEL BRIDGE
STEEL
° a ° 1 �ANGHOR BOLTS WITH
a a � 1
-DRILLED
DETAIL 03 FOR ADDITIONAL
INFORMATION- SPACE AT
MAXIMUM 15 -O AT BOARDWALK))
cV
GALVANIZED WIRE MESH ATTACH TO
POSTS AND BACK 510E OF RAILS
�..1� V�
U
a WASHER E.E. OF SECTION
WITH GALVANIZED STAPLES
•
2x10 JOISTS (9 12 O.G.
�C
EX15TI NG GRADE°
I I I I
-
III I I
'
SPACE INTERMEDIATE SCUPPER
BLOCKS AT MAXIMUM 5'-0" O.G.
2x6 #2 SYP (P. T.)
w
1 +l
• °
' ' � III I � _ I I - 2x10 P.T. SILL NAILED TO EACH
°1 JOIST WITH (3)I6d &ALV. NAILS
TOE BOARD 2x10 #I SYP. DECK
3
I
P
BOARDS (P.T.)
I AND TO END BAND 0 12 O.G.
N
GLR.
°11 11
li
-lt
i
® • N
ANCHOR BOLTS=
MAY BE PRESET IN CONCRETE FOOTING AT EACH END
CONCRETE OR _ °° ® OF 10' WIDE x 10' LONG BOARDWALK
ALL DRILLINGS TO BE ON
CENTERLINE OF WHEEL GUARD
_ PILES
—� - ------
------
d�
REVI S I0 N S
ROUGHEN
#5 VERT. BARS
EPDXY ANCHORS m GROSSING (I'-O"xl'-4"x11'-O" LONG
AND 5GUPPER BLOCK. ALIGN
CONSTRUCTION
a ®12" O.G.
►� WITH (2)#4 CONTINUOUS BARS)
OUTSIDE EDGE OF GUARD
N�
JOINT OF (2) POURS)
° ° ° " MINIMUM COVER -
LO K PgIT H OUT 3 0E
}
#5 TIES ® 12" O.G.
EAND DGE
m ! °� °
a
° o
a
® ° •
a a
•
CONTINUOUS
.m a a a ° a
BARS a
v
BEAR FOOTING ON
FIRM COMPACTED
Date: 2/26/16
STRUCTURAL FILL
EFER 0 SOILS
®I TYPICAL 30' 61FAN BRIDGE ,4BUTMENT (REPORT)
®
END SECTION AT FOOTING
®/ WHEEL (SUARDDETAII WHERE TOP OF DECK IS
(�
® SECTION THRU ,4 0 4. OVERLOOK R41L
I SCALE
(80AROUJALK CROSSINGS) I SCALE
LESS TH,4N ata'TO GP,4DE
I SCALE
I SCALE

DocuSign Envelope ID: 1F74CB46-2761-4574-A5E6-98A2474C8405
V o0
18'-0"
N
ABUTMENT
ca
a.; z o
4
3'-0"
3'-O"
3'-0"
3'-D"
3'-0" I'-6"
BOARDWALK SHOWN DASHED,
4
SEE DETAIL
04 FOR INFO
12'-0"
RAISED WALL SECTION OF ABUTMENT
i v Q0
j�
i
SEAT
fu V v)
4-J�
---- --- = II ----- -----
PILE
2 -6 WIDE x 2'-11 TALL x
12'-O" LONG BACK WALL
�+
ISI
i'1
-- ----- -__i___
-
#5 CLOSED GAGE (P102" O.G.
-
J
WITH 3" COVER
� LMSRGHT®
v
ASSOCIATES
V
v
structural engineers
•
• #5 HORIZONTAL
120 St. Marys street, Raleigh. NC 27605
_r
BARS a q" O.G.
919.833.0495 LysaghtAssociates.com
►
#4 TIES
#4 CL05EO TIES 054" O.G.
Firm No. C-0621
= W
+
(7)#6 BARS IN 1uj
TOP AND BOTTOM #4 TIES 54 O.G.
DocuSigned by:
J S
- - -
- -
- - - - - -
- - -
-
- - -
-
-
- — - - - - -
- -
��d9a�t
�
I
I
I
- I
z
m��
�
��•OFESS%p'��''9
�
�-
9�
• •
• ell • • •
: Q� ,
SEAL
- 7908 =
Z
v
=
_
••... F,
r
, r
2/25/2016
v
w l e e
l o e ��e o •
--
I -6" I -6"
I ANGHO BOLTS
Z
m
- #6 BARS
VPILE
(Tl'P)
(2)#6 BARS 49 5" O.G.
-
-
(2)#6 LONGITUDINAL BARS THRU EACH PILE
m
(9 5" O.G. THRU EACH PILE
I I
BRIDGE
PILE BRAGS (TYPICAL)
I „
,
(90"(Px24" ANCHOR RODS WITH WASHER AND NUT
AT EMBEOED END AND 2 NUTS+WASHER FOR
BRIDGE ATTACHMENT (72" ANCHOR BOLT
PROJECTION ABOVE ABUTMENT SEAT).
IID' CLE4R x 12ID' BRID�sF
®I
,4BUTMFNT
CONTRACTOR TO VERIFY ACTUAL ANCHOR BOLT
LOCATIONS WITH FINAL BRIDGE SHOP
DRAWINGS. STEEL TYPE TO MATCH WEATHERED
SECTION THOUGxH 12ID' BRIDCi� ,4BUTM�NT
,4T PILE
I " SCALE
STEEL OF BRIDGE.
#5 CLOSED GAGE BARS
(3)#5 BARS AT TOP
102" O.G. IN BACK WALL
Iq8'-O"(TOP OF BRIDGE DECK AND
I I
I I
I
I
I
I
I
BOARDWALK DECK)
I
I
I
I
I
I
I
I I
I I
I I
I I
I I
I I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
#5 HORIZONTAL
I
I I
I I
I I
I I I
I I
I I
I
I
I I
I I
I
I
I
I
I
I
BARS (9 q" O.G.
________
--------------
I
I
____I______________I____
I I
I I
_________I___..__________________________________________________________________I______________I__.
I I I
I I I
I I
I I
I
I
I I
I I
I._____________I_..
I
I
I
I
I
I
BACK WALL HEIGHT INCLUDES
J
I
I I
I I I
I I
I
I I
I
I
I
2q" HEIGHT OF BRIDGE
^ '
W
I
I I
I I I
I I
I
I I
I
I
I
STRUCTURE + 3" FOR BEARING
I
I I
I I I
I I
I
I I
I
I
I
PLATE AND NON -SHRINK GROUT -
iV-
\
I
I I
I I I
I I
I
I I
I
I
I
N
Olu
fY
q -10� TO rL OF PILES AT N.W. END OF BRIDGE
ROUGHEN JOINT
14'-10�" TO � OF PILES AT,5.E. END OF BRIDGE
IF USE 2 POURS
PILE SPACING
I
I I I
I I
I
I I
'
I
I
I
BOARDWALK "B" AND "C" 1'-7'1
120'-3" BACKWALLBACKWALL
I "
I -6
' "
3 0
1 "
3 -O I
, "
I 3 -O
,
I 3 -O'
I
I
3
" I
0 I -6
W
AT ABUTMENT
-'-------------------------------------------------------------------------------------------------------------------------------------------------------------------------
----------------
Il
I
I
I
I I
I
I
I
I
I
I
I
I
I
I
I
I
(7)#6 BARS IN TOP
SEAT
AND BOTTOM MATS
r ------I
--- er r------ ;-----i-----------Iii
------r:>-----i -
----iii---r------illi --
-i ------iii ----'i------Ii�Ili ----i ---- --------r
a li-'r------------i a
I =6 I =6
--- ----r----
i, Ir----- ----- iii ------'i ----
illi ------i ---
iii
r-----r------i ---- r------ ----------- T -----r-
TOP OF y I" GAP
(2)#5 TOP BARS
1
#4 CLOSED
BRIDGE DECK 2x10 BAND
I I
I
I
I I
I I I I
I
I
I I I I I I
I I
I I
I I I I I I I
TIES ® 54" O.G.
- ---_"-
I I I I I I
• •_____ • •
I I
II•
I I I I I
I• I•
I I I I I I I I I
I• I• I•
I I
I I• I
•II
•
•II
-
O
IZiI
• •
i ,i I II
2 -6 WIDE x 2 -11 TALL x
12'-O" LONG BACK WALL
�,
1____________1_
____�_L___ 1______�_L__
1______�_L____1______�_L____1____ T_L_
___Lu______1_____II_�______1_____I_�______1
J_�______1_____II
�______1____.I _.. 1
N
(24)#6 BARS (HOOK
ENDS OF ALL BARS INTO
r-
F-
- -
ABUTMENT
-
F
--
Gq
3x10
STRINGER
#5 CLOSED CAGE 102" O.G.
z U7
GAGE ABOVE EXCEPT
BARS THRU PILES
------------�----
a --------
-- ------------
�o
--------o----------------
------------
------------------------
'---I-----------------------�-----
,•
y
2x10 SILL -
WITH 3" COVER
Z
/
\ \
I I
I I
I I
I I
I
I
\ \
Iq3'-4"
(2)#5 TOP BARS • •
~
"(Px12"
^�^,,
W
>)
(3 A. BOLTS
4—J
+i
W.P.
\ •
Ul
0
to
O
__
I
W. P.
SPACE BARS THRU EACH
PILE ® MAX 5" O.G. • /
• •
# 4 TIES
� #5 HORIZONTAL
��
BARS (Dq O.C.
cri
Lu
,\
-I
O
1
ROUGHEN O.G.
SURFACE IF
(7)# 6 BARS IN #4 HOOKED TIES
0 V)
U
I
_
•
• e
(2)POUR5
TOP AND BOTTOM ®54" O.G.
LONGITUDINALLY
�
�
5
I
I
cn> J
#4 CLOSED
of `
e
• •
•
•
• •
TIES ® 51 "
4 O.G.
-, � • _
I
it ��
'
� � �
4
I
��
4
W
}
I
I
HOOK ENDS OF
(12)#6 BOTTOM
I��TT?JJJ
INS
3� 7p
G �N�
3ko
= ►
• •
n
•
n
•
• n
MAT BARS
THAT DO NOT
REVISIONS
W.P.
R P•G
P14
�F�1O
0i'f
R p
pILE 8
�j
B c/�
�'
J
F
=fir
m�J
GO THRU PILES
•SJ v
'
("D AEACH
2 4 , BOLTS T EC
\
-HOOK ENDS TO GAGE 1
(24)#6 BARS TYP.
BRACE TO PILE WITH
PILE BEYOND -1
ABOVE (DO NOT HOOK
WASHERS
BARS THRU PILES)
(2) OUTSIDE PILES EACH \ \
I I
I
GRADE VARIES
SIDE TO BE BATTERED \ \
- \
AT 4: I SLOPE �-
6'-0" WIDE x 2'-0" DEEP x
\
18'-O" LONG ABUTMENT
�
Date.'2/26/16_
!a-5
A5UTMFNT DETAIL AT 12ID' BRIOCiE
®
SECTION TI-IOUCxH 12ID' BRIDGs� .4BUTM�NT
® "
I" SCALE
1 SCALE

SITE AMENITIES FOR HUNT VALLEY AREA QTY.
PARK ENTRANCE GATE
PARK KIOSK
8' ADA PICNIC TABLE
8' PICNIC TABLE
1
1
2
7
WASTE RECEPTACLE
1
RECYCLING RECEPTACLE
1
TRAIL STOP SIGN
2
TO BOARDWALK "C", PEDESTRIAN BRIDGE "B",
BOARDWALK "B", AND PLEASANTS ROAD PARK ACCESS
9 CRUSHED
SW -6 SCREENINGS TRAIL 1 -NS
LESS THAN 5% MAX. SLOPE
1 -NS '04o° -
0 0 MULCH
\ _0 00
j 10 0� SEED
EXISTING VEGETATION �g 0: '
TO REMAIN 00 °°
0 00
00
0o O \ ---
LEGEND: 00000 CRUSHED SCREENINGS TRAIL AND
0CnN
000° PICNIC PADS
GRAVEL DRIVEWAY AND PARKING _ _ _ _ FUTURE NATURAL SURFACE TRAILS
AND OVERLOOKS
E-1 4" THICK CONCRETE
—0 TREE PROTECTION FENCE
6" THICK HEAVY DUTY CONCRETE TREE PROTECTION / SILT FENCE COMBO
CRUSHED
SCREENINGS PAD
WITH TIMBER
EDGING AND 8'
TABLE, SEE SPECS
9 ) CRUSHED
Ste 6 SCREENINGS TRAIL
LESS THAN 5% MAX. SLOPE
EXISTING VEGETATION
8' PICNIC TABLES, TO REMAIN j
SEE SPECS
°o° 0
0000 00 TREE/SILT PROTECTION FENCE,
0000
0
0° SEE DETAIL 2 ON SHEET EC -5
1000° STAKE LOCATION
0000 OF PICNIC PADS IN FIELD
FUTURE 4' NATURAL SURFACE 'n = PRIOR TO CONSTRUCTION ° ° T HUNT VALL
o°°ogo'01 °o°o° oo°°0000 V V)
FOOT PATH O EY
I _ ° i 1 0000° a°o00 PARK ACCESS 4J _
�� ° °0000co 7 TIMBER EDGING AT 12 NO -MOW SEED MIX ( 1 - 0 Z
° ° 00 — 6' MULCH RING, TYP.
0000° PICNIC AREAS W-6 _ - - — 0000 ti
1 TYPICAL PICNIC PAD 1_
ON
NO -MOW SEED MIX — — — _ SEED 3 -OA n 0000°°0 0° 0
------ ° 00 °8000000000 '� 1 -CAC
0000 SW -5 LAYOUT 0000 000000°0°000 ( o� TRAIL STOP
° ° ° ° ° ° ° ° ° ° o ° ° o °
°0 00 °0000000000000000000000000 00000x.. �..: C:.0 -.OHO O
O O O O O O O O, 0 0 0 O
0000 °g°098°g0 j 1-QN SEED ° SIGN
00 0° 1800 ,� 2 -CAC
FUTURE 4' NATURAL SURFACE
0 0°. O.
FOOT PATH °0 01 0 END TRAIL SEGMENT #5,
NO -MOW SEED MIX nr BEGIN TRAIL SEGMENT #6 o j SEED STAKE CENTERLINE OF
°°00°° TRAIL IN FIELD FOR APPROVAL
( 1 / PRIOR TO CONSTRUCTION / CPQ �O� '
WASTE AND RECYCLING 0000° °
°o o° 8' ACCESSIBLE °�0°
RECEPTACLES, SEE SPECS ° ° 0O
0�0. PICNIC TABLE, i � � °000 � ,00" �° 1 -CC � � tJ
o
#�j ACCESSIBLE SEE SPECS NO -MOW SEED MIX i °5° 3 -CC ob 0000 NO -MOW SEED MIX FSO
PARKING SIGN (2) ° SEED SEED —
#6 4 THICK 5
j oo 00 a i ( 1 °s, 1-QN ��
OPEN PLAY rol ° °00° ° PARK KIOSK CONCRETE SW -6 i ° °0g°° °a0°° j 3 CONCRETE ° L
W_, q0 ,A A ° 0000° ° ° ° ° ° 1 -NS
AREA j LOCATE IN FIELD o c�. ° o ° ° ° ° ° o ° o ° ° ° o°o°°°o°°o°°�°°OOOo°° 6008°0 0° ( / SW -6 CROSSWALK j
.( O 0000000 000 0000. .00000°000°0°000° O O ° 000°00 O 00 00
0000°° , ° 0000°° ° ° ° ° ° ° ° °°o°° ° ° ° oo°°°°°°°°°°°°°°00 ° ° oo
° ° ° - °
p000o' 16 1 0 0000°°0°°°°°°°° ° ° ° °°° — , — WITH THERMOPLASTIC
°°°°°°°°°°°° 0000
°0000°° �, N ° �.�° ° ° 0° STRIPING
o°° °°4 �`, 2-QN 1 -NS 5 �► SEED -CC ° °�°�. -�' 1 -NS SEED _ 0088 o° !� °O° \ �0
\ SEED o°° 800°8 r _ — — - — — — `� °o°o °°i°o
PERMIT SET
NOT FOR CONSTRUCTION
V o0
J N
PROTECT EXISTING WILDLIFE N I
HABITAT IN THIS AREA. OWNER
z M
TO STAKE LIMITS IN FIELD FOR
8' PICNIC TABLE,
000°00
Common Name
SEE SPECS
PROTECTION PRIOR TO
;o°0 0000°°
Q
0%_0
CONSTRUCTION.
o O O
000°O°
4--1
DETAIL 12 ON SHEET SW -6
H
A i a
a a
2 1/2" cal.
0 000°0o0°009 . .00_>°00
00
5000
v
�
i�FUTURE
0° o0000�
2 1/2" cal.
CRUSHED
00000000 -
O 000000
UNDERSTORY
SCREENINGS
0 0 0 0
0 0
0 0 0 0 0
0 0
4' NATURAL SURFACE
3
0°0°0
v
8' BB
FOOT PATH
CC
L
v
Q
0 0
0 0
/
Q
a''
�
Sourwood
0
5. SET TREE PLUMB IN ALL DIRECTIONS. THE
C) <
�
�
SEED U z F-^
SEED
TREE/SILT PROTECTION FENCE,
SEE DETAIL 2 ON SHEET EC -5
TIMBER EDGING AT / 12
PICNIC AREAS \SW -6/
CRUSHED SCREENINGS ��
PAD WITH TIMBER EDGING
AND 8' TABLE, SEE SPECS`
0°00°0
O 00°
O
00✓°O
°°°, 00000°D °-n 0
n , °°00°0 °o
O
O
0 0
'00000',
0 000
000,06-
0000000C
.o° o <;
ooo
Oz00°° 30
°Z m 000c, ,o
00000c
0090
'0000.00
z .
��.
C U)
q m 8' ACCESSIBLE
o p ' PICNIC TABLE,
Z m SEE SPECS
n
I- 1 TYPICAL PICNIC
Z PAD LAYOUT j
EXISTING VEGETATION
ZE m TO REMAIN j
Dm
mCn
�
D * SEE DETAIL 2, SHEET SW -5 FOR
"'' CONTINUATION OF PICNIC AREA LAYOUT
1 -NS
SEED0�
o
00
0000° o
0000000 O
0000000
000000
,1000 00
o00o'0 - 'o
_o° i
6'
°°
°r
0000°°
°
° 1 -ON
�!o00
0 0 00
0° MULCH
SEED
0°00
° 0000
0° °
00 0
00 0
00 00
0 00
0
o 00
pop,
NO -MOW SEED MIX
8' PICNIC TABLE,
000°00
Common Name
SEE SPECS
0 0 0
;o°0 0000°°
SEPARATE FLEX TIES. OWNER TO REMOVE AT END
0%_0
TIMBER EDGING, SEE
o O O
000°O°
d
DETAIL 12 ON SHEET SW -6
00000°
A i a
a a
2 1/2" cal.
0 000°0o0°009 . .00_>°00
00
5000
o°o
0 0 0
00000000
0° o0000�
2 1/2" cal.
CRUSHED
00000000 -
O 000000
UNDERSTORY
SCREENINGS
0 0 0 0
0 0
0 0 0 0 0
0 0
CAC
3
0°0°0
a
8' BB
°o°o
Iui
CC
G
Aa
A N
-n M
m
0 0
0 0
/
OA
0 0
0 0
SEED
Sourwood
0
5. SET TREE PLUMB IN ALL DIRECTIONS. THE
C) <
0 0
0 0 0 0
3 INCH LAYER OF TRIPLE SHREDDED
M
0°00000°O .0°0000000
26'
00000000
000000000
m0
0000°0°0_
0°0°0°0°O
4 INCH DEEP COMPACTED EARTH SAUCER
Dx
O O O O
O O O O O
7. REMOVE ALL BALL TIES OR STRAPPING FROM
16'
TYPICAL
PICNIC
PAD LAYOUT 1
Not to Scale
SW -5
1 -NS
SEED0�
o
00
0000° o
0000000 O
0000000
000000
,1000 00
o00o'0 - 'o
_o° i
6'
°°
°r
0000°°
°
° 1 -ON
�!o00
0 0 00
0° MULCH
SEED
0°00
° 0000
0° °
00 0
00 0
00 00
0 00
0
o 00
pop,
NO -MOW SEED MIX
° 0000°°° 0 °° 0 °°0' N °�°
°O°°0°°O °'°°00 NO -MOW SEED MIX SEED
i O
SEED — — — — — — — — SPACES) /
° ° ° / co
,0o°g°�° ° �g00 �_ PROPOSED PIPE, 00 /
SEE CIVIL SHEETS
/ 0
1 -CC 8000 }+
°
/ N 00 0�
WHEEL STOP, TYP. / 00
CRUSHED SCREENINGS 1 SEE SPECS i GRAVEL 4 00 00 L
PARKING SW -6 0
TRAIL TRANSITIONSSW-4 Dot Z
O °.
SEED SEE SHEET PP -6 FOR °°0
STORMWATER AND GRADING PLANS s -
NO -MOW SEED MIX\
SEED SEED — - -
SEED i ACCESSIBLE PAVEMENT 8
MARKINGS AND SIGNS SW_
f
j CONCRETE TRANSITION 2
% 1 -NS AT GRAVEL SW -6
DETENTION
BASIN j
—TRAIL SEGMENT #6
NO -MOW SEED MIX:
-INDIANGRASS (SORGHASTRUM NUTANS) 30.00%
-BIG BLUESTEM (ANDROPOGON GERARDII 'PRAIRIE
VIEW') 30.00%
-SWITCHGRASS (PANICUM VIRGATUM 'SHAWNEE' )
20.00%
-VIRGINIA WILDRYE (ELYMUS VIRGINICUS) 16.00%
-AUTUMN BENTGRASS (AGROSTIS PERENNANS )
4.00%
NO -MOW SEED MIX
CONCRETE CURB AND
GUTTER, SEE DETAIL 2,
SHEET EC -6
NO -MOW SEED MIX
SEED
6" THICK 6
HEAVY DUTY SW -6
CONCRETE NAD 83 NC GRID
CONTINUATION OF PICNIC
AREA LAYOUT
Scale: 1 If
= 20'-0"
0 10 20 40
CRUSHED SCREENINGS
PAD WITH TIMBER EDGING
AND 8' TABLES, SEE SPECS SCALE: 1 20'- 0"
C7 __�
QTY.
OD
Common Name
Size
Notes
;o°0 0000°°
SEPARATE FLEX TIES. OWNER TO REMOVE AT END
LARGE TREES
00 MULCH
o
0000°0°° o°
d
'
. 0000008
°° oo(
A i a
a a
2 1/2" cal.
0 000°0o0°009 . .00_>°00
00
5000
o°o
A , ° d
`
0g0 ° 5+
r0
2 1/2" cal.
Specimen quality
7' branch height
A
°0°o°°0
°°°0°°00000°°°°°
0O0O0O°0O
0000
UNDERSTORY
'
30(3 SPACE)
A
A00°000000
°
CAC
3
1 -ON
a
8' BB
O W
CC
G
Aa
A N
-n M
m
8' BB
/
OA
A a
SEED
Sourwood
O
5. SET TREE PLUMB IN ALL DIRECTIONS. THE
C) <
31.5'
3 INCH LAYER OF TRIPLE SHREDDED
M
26'
6 INCHES OF TRUNK
20'
m0
STABILIZE DAMAGE OR AS DIRECTED BY OWNER.
4 INCH DEEP COMPACTED EARTH SAUCER
Dx
FINISHED GRADE
7. REMOVE ALL BALL TIES OR STRAPPING FROM
ROOT BALL.
TILL SOIL TO A DEPTH OF 6 INCHES UP TO 4
FEET RADIUS FROM THE TRUNK
8. DO NOT STAKE TREES EXCEPT WHERE SPECIFIED BY
CUT BURLAP, ROPE AND WIRE BASKET AWAY
LANDSCAPE ARCHITECT. IF STAKING IS NECESSARY, USE
FROM TOP AND SIDES OF ROOT BALL
TO OPPOSING STAKES WITH SEPARATE FLEXIBLE TIES.
° 0000°°° 0 °° 0 °°0' N °�°
°O°°0°°O °'°°00 NO -MOW SEED MIX SEED
i O
SEED — — — — — — — — SPACES) /
° ° ° / co
,0o°g°�° ° �g00 �_ PROPOSED PIPE, 00 /
SEE CIVIL SHEETS
/ 0
1 -CC 8000 }+
°
/ N 00 0�
WHEEL STOP, TYP. / 00
CRUSHED SCREENINGS 1 SEE SPECS i GRAVEL 4 00 00 L
PARKING SW -6 0
TRAIL TRANSITIONSSW-4 Dot Z
O °.
SEED SEE SHEET PP -6 FOR °°0
STORMWATER AND GRADING PLANS s -
NO -MOW SEED MIX\
SEED SEED — - -
SEED i ACCESSIBLE PAVEMENT 8
MARKINGS AND SIGNS SW_
f
j CONCRETE TRANSITION 2
% 1 -NS AT GRAVEL SW -6
DETENTION
BASIN j
—TRAIL SEGMENT #6
NO -MOW SEED MIX:
-INDIANGRASS (SORGHASTRUM NUTANS) 30.00%
-BIG BLUESTEM (ANDROPOGON GERARDII 'PRAIRIE
VIEW') 30.00%
-SWITCHGRASS (PANICUM VIRGATUM 'SHAWNEE' )
20.00%
-VIRGINIA WILDRYE (ELYMUS VIRGINICUS) 16.00%
-AUTUMN BENTGRASS (AGROSTIS PERENNANS )
4.00%
NO -MOW SEED MIX
CONCRETE CURB AND
GUTTER, SEE DETAIL 2,
SHEET EC -6
NO -MOW SEED MIX
SEED
6" THICK 6
HEAVY DUTY SW -6
CONCRETE NAD 83 NC GRID
CONTINUATION OF PICNIC
AREA LAYOUT
Scale: 1 If
= 20'-0"
0 10 20 40
CRUSHED SCREENINGS
PAD WITH TIMBER EDGING
AND 8' TABLES, SEE SPECS SCALE: 1 20'- 0"
C7 __�
NAD 83 NC GRID
0 10 20 40
2
SW -5
PLANT SCHEDULE
Key
QTY.
OD
Common Name
Size
Notes
W
SEPARATE FLEX TIES. OWNER TO REMOVE AT END
LARGE TREES
-1 0
NS
z =
Nyssa sylvatica
Black Gum
2 1/2" cal.
Specimen quality
7' branch height
QN
7
Dz
Water Oak
2 1/2" cal.
Specimen quality
7' branch height
:z!m
UNDERSTORY
U
on
z
CAC
3
z,
Ironwood
8' BB
O W
CC
G
Cercis canadensis 'Oklahoma'
-n M
m
8' BB
; oo�`
000
OA
D
Z
Oxydendrum arboreum
Sourwood
O
5. SET TREE PLUMB IN ALL DIRECTIONS. THE
C) <
CONTRACTOR IS RESPONSIBLE FOR KEEPING THE
3 INCH LAYER OF TRIPLE SHREDDED
M
HARDWOOD MULCH, NO MULCH WITHIN
6 INCHES OF TRUNK
6. DO NOT CUT OR PRUNE LEADER EXCEPT TO
m0
STABILIZE DAMAGE OR AS DIRECTED BY OWNER.
4 INCH DEEP COMPACTED EARTH SAUCER
Dx
NAD 83 NC GRID
0 10 20 40
2
SW -5
PLANT SCHEDULE
Key
QTY.
Botanical Name
Common Name
Size
Notes
W
SEPARATE FLEX TIES. OWNER TO REMOVE AT END
LARGE TREES
OF FIRST GROWING SEASON.
NS
7
Nyssa sylvatica
Black Gum
2 1/2" cal.
Specimen quality
7' branch height
QN
7
Quercus nigra
Water Oak
2 1/2" cal.
Specimen quality
7' branch height
UNDERSTORY
U
NOTE: WIDTH OF PLANTING HOLE IS 3 TIMES
z
CAC
3
Carpinus caroliniana
Ironwood
8' BB
AND ADJACENT PREPARED SOIL SEVERAL TIMES
CC
6
Cercis canadensis 'Oklahoma'
'Oklahoma' Eastern Redbud
8' BB
REGULARLY THROUGHOUT THE FOLLOWING TWO
OA
3
Oxydendrum arboreum
Sourwood
8' BB
5. SET TREE PLUMB IN ALL DIRECTIONS. THE
`9
.00
0
Id
o��4gv@�� coip:f p v
k ;
y
DESIGN ALTERNATIVE DRAINAGE SYSTEM AS REQUIRED.
Not to Scale SW -5 12. THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS AND
EVERGREEN TREES.
DO NOT STAKE TREES EXCEPT WHERE SPECIFIED
BY LANDSCAPE ARCHITECT. IF STAKING IS
NOTES:
NECESSARY, USE TWO OPPOSING STAKES WITH
1. THIS STANDARD APPLIES TO SINGLE AND
W
SEPARATE FLEX TIES. OWNER TO REMOVE AT END
MULTI -STEM TREES.
OF FIRST GROWING SEASON.
CENTRAL LEADER
2. NO SYNTHETIC FABRIC IS ALLOWED ON
DO NOT WRAP TRUNK. MARK THE NORTH
ROOT BALL.
L
SIDE OF THE TREE IN THE NURSERY AND
LOCATE TO THE NORTH IN THE FIELD
3. DO NOT INSTALL TREES DURING PERIODS
OF WET OR FROZEN SOIL CONDITIONS.
U
NOTE: WIDTH OF PLANTING HOLE IS 3 TIMES
z
ROOT BALL DIA. IN HIGHLY COMPACTED OR
4. THOROUGHLY SOAK THE TREE ROOT BALL
CLAY SOIL: 2 TIMES THE ROOT BALL DIA. MIN.
AND ADJACENT PREPARED SOIL SEVERAL TIMES
IN ALL OTHERS
DURING THE FIRST MONTH AFTER PLANTING AND
--
ROOT COLLAR MUST BE CLEARLY VISIBLE
REGULARLY THROUGHOUT THE FOLLOWING TWO
W
ABOVE GRADE
SUMMERS.
TOP OF ROOTBALL TO BE MIN. 2 INCHES TO
5. SET TREE PLUMB IN ALL DIRECTIONS. THE
MAX. 4 INCHES ABOVE FINISHED GRADE
CONTRACTOR IS RESPONSIBLE FOR KEEPING THE
3 INCH LAYER OF TRIPLE SHREDDED
TREE UPRIGHT AND PLUMB IN ALL DIRECTIONS.
HARDWOOD MULCH, NO MULCH WITHIN
6 INCHES OF TRUNK
6. DO NOT CUT OR PRUNE LEADER EXCEPT TO
STABILIZE DAMAGE OR AS DIRECTED BY OWNER.
4 INCH DEEP COMPACTED EARTH SAUCER
FINISHED GRADE
7. REMOVE ALL BALL TIES OR STRAPPING FROM
ROOT BALL.
TILL SOIL TO A DEPTH OF 6 INCHES UP TO 4
FEET RADIUS FROM THE TRUNK
8. DO NOT STAKE TREES EXCEPT WHERE SPECIFIED BY
CUT BURLAP, ROPE AND WIRE BASKET AWAY
LANDSCAPE ARCHITECT. IF STAKING IS NECESSARY, USE
FROM TOP AND SIDES OF ROOT BALL
TO OPPOSING STAKES WITH SEPARATE FLEXIBLE TIES.
REMOVE STAKING AT END OF FIRST GROWING SEASON.
REMOVE TOP % OF WIRE BASKET WHERE
_I I I
j
I
-I
PRESENT AND REMOVE FROM TREE PIT
g. WHERE SEVERAL TREES WILL BE PLANTED CLOSE
__
=
IF PLANTING HOLES ARE DUG WITH A LARGE
TOGETHER SUCH THAT THEY WILL LIKELY SHARE ROOT
AUGER, BREAKING DOWN THE SIDES WITH A
SPACE, TILL IN SOIL AMENDMENTS TO A DEPTH OF 4-6"
-
SHOVEL CAN ELIMINATE GLAZING AND CREATE
OVER THE ENTIRE AREA.
THE PREFERRED SLOPING SIDE.
BACKFILL WITH SPECIFIED SOIL, THEN WATER
10. FOR CONTAINER -GROWN TREES, USE FINGERS OR SMALL
TO SETTLE SOIL
HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER
SET BALL ON UNDISTURBED SOIL (IF SOIL HAS
OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING
BEEN PREVIOUSLY DISTURBED, COMPACT SOIL
THE PERIMETER OF THE CONTAINER.
UNDER ROOT BALL)
11. DURING THE DESIGN PHASE, CONFIRM THAT WATER DRAINS
TAMP SOIL ONLY AT BASE TO STABILIZE TREE
OUT OF THE SOILUSE LOWERED PLANTING HOLE DEPTH AND
DESIGN ALTERNATIVE DRAINAGE SYSTEM AS REQUIRED.
Not to Scale SW -5 12. THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS AND
EVERGREEN TREES.
REVISIONS
Date: 2/26/16
SW -5
W
W
L
Z
U
z
W
i
�.L
0
--
U
W
REVISIONS
Date: 2/26/16
SW -5

1/2" - 3/4" LIP
EXISTING 48'
PAVEMENT
EDGE
EXISTING PAVEMENT
CONCRETE APRON AT DRIVEWAY
Not to Scale
��E! I Ill 1� 11 11���c�������������������
0'r ggg
•
S TYPE R7 -8a & R7 -8D
° ° SIGNS - PER CODE
2% MAX `SLOP ,3141
Co d
EXPANSION JOINT ALONG WALKWAY IN °
IF ADJACENT TO WALK ANY DIRECTION ° ° 1 — CONCRETE
S TRANSITION
AT GRAVEL,
SEE DETAIL 2,
°SHEET SW -6
% d
OP IN NY 6' TYP. °
° 6" CONCRETE n�� E 10 °
o WHEEL STOP, ° d° d °° 0 0
CENTERED °
d °
<A °
° 8' MIN. d ' M 8' MIN. °
N d ° °
° 1 d FOR VAN °2% MAX PAVEMENT
CESSIBL ° SLOPE IN ANY MARKINGS
° SPACES DIRECTION c 4" WIDE
° °°(,5' MIN FO ° STRIPES
1
STANDARD C c
° 2% MAX '1 °
SLOPE IN ANY 1
DIRECTION d ° 1 o GRAVEL
° ° ° PARKING
d
A
1 6" THICK HEAVY DUTY CONCRETE 1
PAVING TO EXTEND BEYOND PAINT SEE DETAIL 2, SHEET
STRIPING VON THREE SIDES SW -6 FOR CONCRETE
TRANSITION TO GRAVEL
RESERVED SIGN
R7 -8a
PARKING BOTTOM OF SIGN
8" ® R7 8a SIGN
R7 -8D
VAN
ACCESSIBLE
SIGN
z a (WHERE
INDICATED
R7 8a coo ON PLANS)
COLORS:
20 OR 24'
LEGEND AND BORDER
- GREEN
GRAVEL ROAD
CONCRETE
=1 I=III
ISI—II I
Iz^
IrvPICAU
MAXIMUM
CURB & GUTTER
g., PENALTY
3e„
250
CONCRETE TRANSITION AT GRAVEL,
7
0 0 0
o
i—I
SEE DETAIL 2, SHEET SW -6
PROPERTY LINE
LEGEND AND BORDER
- GREEN
BACKGROUND - WHITE
NOTE: AT THE PLEASANTS ROAD
°
v °
w
ENTRANCE, THIS TRANSITION SHOULD
2. POSTS AND RAILS SHALL BE BARK HOUSE OR APPROVED EQUAL. RAILS SHALL BE 2" X 4"
f
4.j
STACKED
AT THE PROPERTY LINE.
6" HEAVY DUTY ---
°
1
A=CC) OCCUR
U
CONCRETE PAVEMENT
d
°
00w>
I�
d °
L
L
0
°
a °
135° w
U)
°
0
z�
Ln
° d
..--- NOTE:
1/2" EXPANSION JOINT-
° d
EX. Jbd41T
H
AT HUNT VALLEY TRAIL
WITH WATERPROOF °
�'""
N ACCESS, DETAIL SHALL BE
°
FILLER
°
d
MODIFIED TO FIT PROPOSED
°
° EX. JOINT
° d
20' ACCESS ROAD. CONCRETE
a
SHALL BEGIN AT PROPERTY
°
LINE. SEE DETAIL 1 ON SHEET
12'
SW -2.
1/2" - 3/4" LIP
EXISTING 48'
PAVEMENT
EDGE
EXISTING PAVEMENT
CONCRETE APRON AT DRIVEWAY
Not to Scale
��E! I Ill 1� 11 11���c�������������������
0'r ggg
•
S TYPE R7 -8a & R7 -8D
° ° SIGNS - PER CODE
2% MAX `SLOP ,3141
Co d
EXPANSION JOINT ALONG WALKWAY IN °
IF ADJACENT TO WALK ANY DIRECTION ° ° 1 — CONCRETE
S TRANSITION
AT GRAVEL,
SEE DETAIL 2,
°SHEET SW -6
% d
OP IN NY 6' TYP. °
° 6" CONCRETE n�� E 10 °
o WHEEL STOP, ° d° d °° 0 0
CENTERED °
d °
<A °
° 8' MIN. d ' M 8' MIN. °
N d ° °
° 1 d FOR VAN °2% MAX PAVEMENT
CESSIBL ° SLOPE IN ANY MARKINGS
° SPACES DIRECTION c 4" WIDE
° °°(,5' MIN FO ° STRIPES
1
STANDARD C c
° 2% MAX '1 °
SLOPE IN ANY 1
DIRECTION d ° 1 o GRAVEL
° ° ° PARKING
d
A
1 6" THICK HEAVY DUTY CONCRETE 1
PAVING TO EXTEND BEYOND PAINT SEE DETAIL 2, SHEET
STRIPING VON THREE SIDES SW -6 FOR CONCRETE
TRANSITION TO GRAVEL
RESERVED SIGN
R7 -8a
PARKING BOTTOM OF SIGN
8" ® R7 8a SIGN
R7 -8D
VAN
ACCESSIBLE
SIGN
z a (WHERE
INDICATED
R7 8a coo ON PLANS)
COLORS:
LEGEND AND BORDER
- GREEN
WHITE SYMBOL ON BLUR BACKGROUND
BACKGROUND - WHITE
=1 I=III
ISI—II I
Iz^
IrvPICAU
MAXIMUM
I—III—III—I I I; III III I I I I I♦
g., PENALTY
3e„
250
(TVPICALI
7
(TYPICAL)
R7 -8D
i—I
COLORS:
,;,II SPLIT FINISH
LEGEND AND BORDER
- GREEN
BACKGROUND - WHITE
NOTES:
FINISHED
GRADE
CONCRETE
FOOTING
NOTE:
MAY ALSO USE COMBINATION SIGN
R7 -8E IN LIEU OF R7 -8A AND R7 -8D.
COLORS/CORNER RADII SAME AS
R7 -8A. VAN ACCESSIBLE SIGN TO BE
PLACED UNDER R7 -8E IF APPLICABLE.
ACCESSIBLE PAVEMENT MARKINGS
Not to Scale
C s
b UKAVtL F AKFKII`
SEE DETAIL
4000 PSI CONCRETE
CONCRETE TRANSITION AT GRAVEL
Not to Scale
4000 PSI CONCRETE
1/2" EXPANSION JOINT (LIGHT BROOM FINISH & CONTROL
WITH WATERPROOF TOOLED JOINTS) JOINT
CAULK AS SHOWN
dd
° ° d d dil� ° ° ° d d
Q C d° 4 a ° d d d d° ^ d A d ° d d d
—III—III—III—I � I—I � I—I � I—I � I—I � I—I � I—III—III—III—III—III—III—III—III—III—I � I�
III—ISI—ISI—III—III—III—III—IIII�II�I ;III=ISI=ISI=III—ISI ,I�I(;(I�I,�II�I=ISI=ISI-
=III ; , I I I I I I I I ,III -III -III III —III , ;III , ;
COMPACTED SUBGRADE
NOTES:
1. PLACE A 1/2 INCH EXP. JT. W/WATERPROOF CAULK EVERY 18' OR BETWEEN POURS.
2. SCORE CONCRETE FOR SIDEWALKS AS SHOWN ON PLANS.
3. SCORE CONCRETE RADIALLY TO MATCH CURVE WHEN WALK CURVES.
4" THICK CONCRETE SIDEWALK ('0005
Not to Scale SW -6
6' WIDE
E
2
SW -6
1/2" EXPANSION JOINT 4000 PSI CONCRETE CONTROL
WITH WATERPROOF (BROOM FINISH & JOINT
FILLER TOOLED JOINTS) AS SHOWN
d • • . b
A. r d
• . d . • 1 • d
♦ . , e • 4,1a ♦
d• a
o$ o� Qoo 0°0
000
O Oov�
vrV ob
00
—AA -)
III -1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I— I I-1 I I-1 I I-1 I I-1 I I-1 I I -I 11=
I I—I I I—I l I—I i I—III—III—III—I I I I I I I I� I I l I—III—I I—I 1 I Ill, Ill, ;, I I I„I I l I—I I—III—
-1 I I—II III I I I-1 I I-1 I I-1 I 1—=l II —I 11-1 1111 I- —III—I I I—
"� ”—' AGGREGATE BASE COURSE
NOTES: COMPACTED SUBGRADE
1. PLACE A 1/2 INCH EXP. JT. W/WATERPROOF CAULK EVERY 20' OR BETWEEN POURS.
2. PLACE A 1/2 INCH EXP. JT. BETWEEN 6" AND 4" CONCRETE POURS.
3. SCORE CONCRETE FOR SIDEWALKS AS SHOWN ON PLANS.
4. SCORE CONCRETE RADIALLY TO MATCH CURVE WHEN WALK CURVES.
6" THICK HEAVY DUTY CONCRETE 6
Not to Scale SW -6
CROWN AT CENTER
COMPACTED SCREENINGS
CRUSHED STONE
2'SHOULDER �/
MAX 2:1 SLOPE Z
Ji
co
ft,
\ / wS1 M 11111 .ii ii —,i —i i— (—III
/ N M N A x A'� 1' .I
MAk2° SLDER
�OP
" GEOTEXTILE FABRIC
NOTES: (NOT TYPICAL)
1. NATURAL TRAIL TO REMAIN LESS THAN 5% FOR ACCESSIBILITY.
2. MAXIMUM PERMISSIBLE CROSS SLOPE IS 2%.
3. CRUSHED SCREENINGS - USE A FINE AGGREGATE, WELL GRADED MIXTURE CONTAINING A FULL SPECTRUM OF SEIVE SIZES SMALLER THAN %".
ROCK MUST BE CRUSHED INTO IRREGULAR AND ANGULAR PARTICLES.
4. COMPACT SCREENINGS SHALL BE MOIST, BUT NOT TOO WET BEFORE COMPACTION.
5. COMPACT USING A VIBRATING PLATE COMPACTOR OR ROLLER.
6. IF CONTRACTOR IS NOT ABLE TO ACHIEVE ACCEPTABLE COMPACTION SUITABLE FOR ACCESSIBILITY, LIME OR STABILIZING AGENTS MAY BE
ADDED SUBJECT TO PRIOR APPROVAL BY LANDSCAPE ARCHITECT AND OWNER.
7. USE GEOTEXTILE FABRIC WHERE SOILS ARE WET OR DAMP AND WHERE DIRECTED BY OWNER OR GEOTECHNICAL ENGINEER.
8. SUBMIT CRUSHED SCREENINGS COLOR SAMPLES FOR APPROVAL BY LANDSCAPE ARCHITECT AND OWNER. COLOR SHOULD MATCH OR
COMPLIMENT THE NATIVE STONE FOUND ON SITE.
9. SOURCE CRUSHED SCREENINGS LOCALLY IN ORDER TO FACILITATE FUTURE TRAIL MAINTENANCE.
10. DISTURBED EDGES OF TRAIL SHALL BE RAKED SMOOTH AND SEEDED AS SPECIFIED.
6' CRUSHED SCREENINGS TRAIL g
Not to Scale
EDGES SHALL BE FLUSH
ADJACENT GRADE
6" X 6" PRESSURE
TREATED TIMBER
CHAMFER AND SMOOTH
EDGE ON BOTH SIDES
LO
SW -6
WHEN ADJACENT GRADE IS LOWER, BACK
EDGE MAY HAVE RETAINING SITUATION:
COMPACTED SCREENINGS
PICNIC OR BENCH PAD STAGGER OVERLAP
AT CORNERS
ADJACENT GRADE
N A
4
COMPACTED ' I I Fd I I I I—I I I I I-1 11=1 I I—III I I I=1 11=1 11-1 _I --
SUBGRADE I I -I I, ,I I III
#4 REBAR AT 2' O.C., 30" LONG CRUSHED STONE
6" X 6" TIMBER
TIMBER EDGING AT PICNIC AREAS AND BENCH PADS
Not to Scale
#4 REBAR AT 2' O.C., 36" LONG
rl 2
SW -6
6" GRAVEL PARKING, SEE
DETAIL 4, SHEET SW -6
6'
CONCRETE CROSSWALK
Not to Scale
EXPANSION JOINT 18' MAXIMUM
DISTANCE BETWEEN JOINTS
LENGTHWISE UNLESS SHOWN
OTHERWISE
4000 PSI CONCRETE
CROSSWALK (LIGHT BROOM
FINISH & TOOLED JOINTS)
1' WIDE THERMOPLASTIC
PAINT AT EACH EDGE OF
CROSSWALK WITH
THERMOPLASTIC STRIPING
°
COMPACTED SUBGRADE
3
SW -6
4000 PSI CONCRETE — LIGHT BROOM FINISH CONCRETE
(LIGHT BROOM FINISH & I SURFACE IN THE OPPOSITE
TOOLED JOINTS) DIRECTION OF TRAVEL
CONTROL
JOINT
5'X 5TYP. LAYOUT SCORING PATTERN
ORAS SHOWN RADIALLY ALONG CURVED WALK. COORDINATE
ON PLAN SCORING WITH THE LANDSCAPE ARCHITECT IN THE
FIELD PRIOR TO POURING THE WALKS
CONCRETE FINISH/SCORING PATTERN tl 7
SW -6
Not to Scale
TIMBER EDGING,
REFER TO DETAIL 12,
9' TYP. SHEET SW -6
6' BENCH CUT ANGLE
T X 4' TO MEET EDGE
CRUSHED ,`t CLEAR OF TRAIL FLUSH
SCREENINGS
C `
1
ADA ACCESSIBLE
CRUSHED SCREENINGS TRAIL SPACE
ADA ACCESSIBLE BENCH PAD
TIMBER EDGING,
REFER TO DETAIL 12,
6' TYP. SHEET SW -6
CUT ANGLE
TO MEET EDGE
CRUSHED C,) % U BENCH `�� OF TRAIL FLUSH
SCREENINGS
i
CRUSHED SCREENINGS TRAIL
BENCH PAD
BENCH PAD
Not to Scale
10
SW -6
PLAN VIEW: APPROX. 5" X 5" ROUGH CUT LOCUST POSTS. SQUARE, SPLIT FINISH
10' O.C.
riCNI0
CONCRETE ROUGH SPLIT 4ti
FOOTER HEMLOCK RAILS
15"
$" GALV. METAL PIN PUSHED THROUGH
FRONT VIEW:
10' O.C.
ROUGH SPLIT HEMLOCK RAILS 3" 3" s GALV. METAL PIN
PUSHED THROUGH
. I
0
�t
6 5/8" O.D. STEEL GATE POST WITH CAP SEE GATE 2 1/2" O.D. GALVANIZED ROUND
CLOSURE PIPE FRAME, SEE SPECS HOLD BACK POST:
DETAIL,
RIGHT 2" O.D. GALVANIZED ROUND PIPE
12' BRACE, SEE SPECS
4'-5," 4'-3Jjj" T-1" 12' 3" O.D. GALVANIZED
STEEL POST WITH
CAP, SEE SPECS
4" MAX.'SAN
4 N
GRAVEL ROAD CONCRETE
SLOPE TO DRAIN FOOTER /
III— I I• I I- —I I I—_
I I-
— I I I I—I I I
IlLil
—I I—I I—III—III—III—III—III—III—III—III—I I—III—III—III—III—III ; I I I -I -
a I I 1E1 I M I 1=1 I 1=1 I 1=1 I 1=1 I 1III III III=111= I I I—III I I I, I I I I I I I I I �; I I I I I I � I I I I I I A
GATE CLOSURE DETAIL:
VIEW FROM INSIDE THE PARK:
WELDED Q
"U" BARo
4" 6"
T � SIN
WELDED
"U" BAR
FINISHED
o0
GRADE
=1 I=III
ISI—II I
' I=III=III=III=III=III=III=III=III I I=I I I
III ISI III ISI III ISI ISI ISI 11 -III
, I I I I I 1-1
II APPROX. 5"X5"
N III—III
I—III—III—I I I; III III I I I I I♦
• I I
�
;III„I
I I I I I; ..III— N o
ROUGH CUT LOCUST
POSTS. SQUARE,
I- I I I m I
I�i,i
I.
i—I
CONCRETE COMPACTED Q
,;,II SPLIT FINISH
.
15”
FOOTER SUBGRADE
a1
NOTES:
COMPACTED ABC GRAVEL
1. STEP FENCE TO FOLLOW
THE TOPOGRAPHY OF FINISHED GRADE.
0)
2. POSTS AND RAILS SHALL BE BARK HOUSE OR APPROVED EQUAL. RAILS SHALL BE 2" X 4"
MINIMUM. STAGGER BOARDS UNIFORMLY.
4.j
STACKED
SPLIT -RAIL FENCE
Koo',1
Not to Scale
0
SW -6
6 5/8" O.D. STEEL GATE POST WITH CAP SEE GATE 2 1/2" O.D. GALVANIZED ROUND
CLOSURE PIPE FRAME, SEE SPECS HOLD BACK POST:
DETAIL,
RIGHT 2" O.D. GALVANIZED ROUND PIPE
12' BRACE, SEE SPECS
4'-5," 4'-3Jjj" T-1" 12' 3" O.D. GALVANIZED
STEEL POST WITH
CAP, SEE SPECS
4" MAX.'SAN
4 N
GRAVEL ROAD CONCRETE
SLOPE TO DRAIN FOOTER /
III— I I• I I- —I I I—_
I I-
— I I I I—I I I
IlLil
—I I—I I—III—III—III—III—III—III—III—III—I I—III—III—III—III—III ; I I I -I -
a I I 1E1 I M I 1=1 I 1=1 I 1=1 I 1=1 I 1III III III=111= I I I—III I I I, I I I I I I I I I �; I I I I I I � I I I I I I A
GATE CLOSURE DETAIL:
VIEW FROM INSIDE THE PARK:
WELDED Q
"U" BARo
4" 6"
T � SIN
WELDED
"U" BAR
W
U
o0
.W
I,
^v
W
�
N
�
W
U
zrr)
�
4—J
a1
c�
Z
4-j
U
v
0)
4.j
4.
col
0
--
U
Q
vo
I�
L
L
0
—
s
ki
0
z�
Ln
4--
�
/�VJ
C
z
H
Cn=2
0-
W
.W
I,
^v
W
W
4—J
c�
Z
v
�
Z
col
0
--
U
NOOO
I�
SLOPE TO
DRAIN 4" MAX. CHAIN I I REVISIONS
II I'Ea
I 1 II I'I I� CONCRETE FOOTER —' "TI==,,
=' NOTES:
-I III=I COMPACTED SUBGRADE CONCRETE FOOTER -I I II II I II 1. AT HUNT VALLEY, SINGLE GATES WILL BE
CONCRETEFOOTER -I I I II i II I I POSTS TH EIACH SOEESHEET SW -2 FOR ATE
WIDTH VARIES LAYOUT.
2. SEE PLANS FOR LOCATIONS. ONE (1)
PARK ENTRANCE GATE HOLD BACK POST PER GATE REQUIRED.
Not to Scale
TOP VIEW:
5"
CV
6"
WELDED
"U" BAR
/0000 I J
Date: 2/26116
SW -6

MAINTAIN ACCESS
TO DRIVEWAY AT
ALL TIMES DURING
CONSTRUCTION
I
I
I
\
/
/
r
\
1
1
I
I
I
I
/
/
IE=275.58'
1
1
/
/
/
48 LF OF
N/F PROPOSED 18" RCP
�I ROBERT WARD MACDONALD, SR. INV. IN=276.0 FT.
/ & CA�OL R. MACDONALD -INV. OUT=275.75 FT. /
I DB \14942, PG. 1696
1 \ ��`---'�1 CFS
BM 11986, PG. 1139 /� \
PIN 1772-66-9673
1 ,' j
\ MAINTAIN ACCESS
TO DRIVEWAY AT 1
ALL TIMES DURING` ` 1
CONSTRUCTION -��� 'r
7 SILT FENCE
I\ 9 PO -36 EC -5 (TYP.)
Ff'.—ri RIDRAD 01ITI DT
EMILY KRISTEN SCALES
LXI�TING DIRT/
DB 13600, PG. 1422
--,ROAD
\ BM 1986, PG. 1139
1 TREE PROTECTIOI\
`\ PIN # 1772-66-9866
SW -3 (TYP.)
Top
Slopes
Design
Velocity
32 LF OF
EXISTING DIRT
PROPOSED 15" RCP
DRIVE TO BE PAVED
Flow
TO NCDOT STANDARDS
INV. IN=276.2 FT.
TO END OF RIGHT OF WAY
INV. OUT=275.95 FT.
Q,o=2.6 CFS 8 F
290
288
286
284
282
280
278
276
274
272
270
10+00 10+25 10+50 10+75 11+00 11+25
/
/
IPF
BENT SHOT
N /F
COUNTY OF WAKE
PO -21 9 DB 15682; 'PG. 958
RIPRAP OUTLET EC -5 BM ,2011 4, PG. 688
PROTECTION PIN i# 1772-66-5568
(
53.0' /
/
PROPOSED S6
SPLIT RAIL
FENCE
I \
CONTROL POINT # 10002 1 \
NC GRID NAD83 11
N 726,383.60'
E 2,176,561.72
ELEV. = 280.34
1 /1
Mh _
Ii
o° \ oOco
W ^ ^ \ \ I\
-�-2g
X
` oo, J
SWALE AO
o
07
M
V
Side
10 -year
Flow
Shear
Ditch Slope
Depth (ft)
Top
Slopes
Design
Velocity
Stress Channel Liner
Label (%)
Width (ft)
(eft)
Flow
(fps)
(Ib/sf)
L
00
Go COM
(cfs)
4-J
AD 0.5%
1
8 3H:1V
4.50
2.6
0.1 Curlex Matting
AE 3%
1
6 3HAV
3.00
4.7
0.4 Curlex Matting
AF 3%
1
6 3HAV
1.50
3.9
0.3 Curlex Matting
AG 3%
1
8 4H:1V
1.501
3.71
0.3 Curlex Matting
290
288
286
284
282
280
278
276
274
272
270
10+00 10+25 10+50 10+75 11+00 11+25
/
/
IPF
BENT SHOT
N /F
COUNTY OF WAKE
PO -21 9 DB 15682; 'PG. 958
RIPRAP OUTLET EC -5 BM ,2011 4, PG. 688
PROTECTION PIN i# 1772-66-5568
(
53.0' /
/
PROPOSED S6
SPLIT RAIL
FENCE
I \
CONTROL POINT # 10002 1 \
NC GRID NAD83 11
N 726,383.60'
E 2,176,561.72
ELEV. = 280.34
1 /1
Mh _
Ii
o° \ oOco
W ^ ^ \ \ I\
-�-2g
X
` oo, J
SWALE AO
o
07
M
V
CD (30
Lo 00
.n
L
(n
Q)
o
L
h
L
00
Go COM
4-J
Z
(30 w
�
z
O
.e
w
Cw
�
o
N
0)
Q)
i
S"00
as
P4
L
M
/ i
p
4-+
d1
W0
V
v�
m
z
CQ
U
w
0 z
— QJ
�a
o
00z
x
-
Q
(n
4 _C3
�t
\-28
LEGEND
i
237 WCE SURFACE CONTOURS
PROPOSED CONTOURS
-------------- EXISTING DIRT ROAD
EXISTING ACCESS AND UTILITY EASEMENT
- — — — — - PROPOSED UTILITY EASEMENT
EXISTING TREE LINE
PROPOSED ROAD CENTERLINE
- - - - - - - - PROPOSED SWALE
PROPOSED EDGE OF ROADWAY
SF SILT FENCE
LOD LIMITS OF DISTURBANCE
%00 ROCK PIPE INLET PROTECTION
F RIPRAP OUTLET PROTECTION
CONSTRUCTION ENTRANCE
TREE PROTECTION
11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+25 14+50 14+75 15+00 15+25 15+50 15+75 16+00 16+25 16+50 16+75 17+00 17+25 17+50 17+75 18+00
SCALE 1"=30' HORIZONTAL
1 "=3' VERTICAL
290
288
286
284
282
280
278
276
274
272
270
18+25 18+50 18+75 19+00
PERMIT SET 30 15 0 30 60
NOT FOR CONSTRUCTION
SCALE V=30'
Q)
L
(n
Q)
L
Q)
L
4-J
Z
v
�
z
a�
_
�
o
--
V
Q)
i
S"00
as
Date: 2-26-2016
PP -1

CD (30
CQ to
m `o 00
CO
r h� W
CQ
CD
CD
1 C zbr-
w ' �� ,/ i / N/F W a
of CLAR�,N1 E E. TODD, JR. z z
/ \\ and KRISTIN M. TODD v
DB 2453, PG. 558 / �
n 120
PO -23 9 1 ��� ,� ,/ PIN 1772-55-8828 </ \
RIPRAP # \ `� °�
o OUTLET p�
' -- 00 `=+ — PROTECTION — — — /— ► r ` I \ n
—
Op, Do, Do, Do,l I /
— — — ° I \� z—I —
I w 8 ROCK PIPE INLET
cm w C 5 PROTECTION
�\\ CE IaOCK \ �/-- '�- \ � M � N `
I SWALE AO s \� w �� i i \\ Q V) CL� ,_
/ I \J- ----- w N C?
Do, — _ Do, _ — _Do �r Do, Do, Do, Do, T ao, N ` \ CD � p `
� Do, Do, Do, Do, Do, Do, Do, v �
Do, �Do` Do, 275 ' Do, N N + / Do,
a , V cr I — C7
Do ao, Do, Do, Do, ' _ � � .`, y
/ DO, Do, I (/) /
Do, Do, Do, Do, h �� 9� p
PROPERTY LINE 27 277'" ^�^ 278 -,
' - _ 279 gp•e� 281 / - - - - - - Do, Do c / 280
- - SWALE AJ _
— ---- �! --- ---- ------ ----------- ---- - Ol 00, DOl f
282
_ — — —---22+00— 23+ I — c'O, Doi N 79-
284� EDGE OF FIELD °° °°� D°� aD, °°, b� ° 78-
21. 2� 00 - _ _ _ +00 _ - - - r - - --_ -
8 ,8 20+ - ----- --- ---- - 00
1 0 — — — — F— --------- ---------- ------- ------r — ------ — — — —
286 -- D°, Do, Do,
- —� - -------------------------------------------------- - - - ---__ - _24+pp _ -- _
--- --- --- _ _ -- - - -----_ - '25+00ROPERTY - - - - - - -
_ _ --------------------- -- 1---- z: — ------_ _
276 _ - ,� -- _ L- -_ _ - 26}00 --- ---- _-------- -- --
--- - _ _ 27+00 -
\ �p0 LOD �t LOD LOD LOD k D LOD LOD LOD i � _
X28 LOO/ °D�� , 1� I / o0 00— Lo / 28 — 28 — ----_— -----2
�\ \ ° ODD � — LOD 28 \n'
/ LOD LOD LOD Lou LOD LOD LOD / OD LOD LOD LOD — LOD
LO
LOD LOD
LOD LOD LOD LOD J -� D S RF CE ROC LODE LOD i—%R.
'I V U A K LOD � LOD' LOD
� LOD—LOD
t --------------- \PROPOSED EDGE
OF ROAD CENTERLINE SWALE Al
I 8 ROCK PIPE INLET ------------
C-5 PROTECTION 48 LF OF PROPOSED — —
' \ \ 18" RCP @ 1.0%
INV. IN=275.0 FT.
INV. OUT=274.5 FT.
Quo=11 CFS
N\ \�
� �\
I a-
_z, \
J'
TZU
Q'
290
288
286
284
282
280
278
276
274
272
270
19+00
OD LOD
LOD—LOD—LOD—LOD—
OD LOD
EXISTING DIRT LOD LOD --
LOD LOD LOD� .
LOD LOD LOD—
ROAD LOD LOD LOD��pp� LODE LOD
'i
N/F — ----�- co CHARLES M. YEAGER — — �'c_
V-AtE�CIA P. YEAGER I
/
DB /6719, PG. 66 LEGEND 0-
PrN-# 1772-57-8253 LIJ'
237WCE SURFACE CONTOURS z
PROPOSED CONTOURS —
-------------- EXISTING DIRT ROAD ='
UTILITY EASEMENT EXISTING ACCESS AND UTILITY EASEMENT
PROPOSED UTILITY EASEMENT Q
EXISTING TREE LINE
/ - - PROPOSED ROAD CENTERLINE
- — — — — — — — PROPOSED SWALE
PROPOSED EDGE OF ROADWAY
SF SILT FENCE
LOD LIMITS OF DISTURBANCE
%00 ROCK PIPE INLET PROTECTION
RIPRAP OUTLET PROTECTION
Side
10 -year
Flow
Shear
Ditch Slope
Top
Depth (ft) Slopes
Design
Velocity
Stress Channel Liner
Label (o�O)
Width (ft)
(eft)
Flow
(fps)
(lblsf)
,
•'0�li %%
(cfs)
z�
L
AH 3%
1 8 4HAV
0.55
2.9
0.2 Curlex Matting
Al 3%
1 8 4H -.1V
0.55
2.9
0.2 Curlex Matting
AJ 3%
1 8 4HAV
1.10
3.4
0.3 Curlex Matting
AO 3%
1 8 4HAV
0.60
2.9
0.2 Curlex Matting
OD LOD
LOD—LOD—LOD—LOD—
OD LOD
EXISTING DIRT LOD LOD --
LOD LOD LOD� .
LOD LOD LOD—
ROAD LOD LOD LOD��pp� LODE LOD
'i
N/F — ----�- co CHARLES M. YEAGER — — �'c_
V-AtE�CIA P. YEAGER I
/
DB /6719, PG. 66 LEGEND 0-
PrN-# 1772-57-8253 LIJ'
237WCE SURFACE CONTOURS z
PROPOSED CONTOURS —
-------------- EXISTING DIRT ROAD ='
UTILITY EASEMENT EXISTING ACCESS AND UTILITY EASEMENT
PROPOSED UTILITY EASEMENT Q
EXISTING TREE LINE
/ - - PROPOSED ROAD CENTERLINE
- — — — — — — — PROPOSED SWALE
PROPOSED EDGE OF ROADWAY
SF SILT FENCE
LOD LIMITS OF DISTURBANCE
%00 ROCK PIPE INLET PROTECTION
RIPRAP OUTLET PROTECTION
19+25 19+50 19+75 20+00 20+25 20+50 20+75 21+00 21+25 21+50 21+75 22+00 22+25 22+50 22+75 23+00 23+25 23+50 23+75 24+00 24+25 24+50 24+75 25+00 25+25 25+50 25+75 26+00 26+25 26+50 26+75 27+00 27+25 27+50 27+75
SCALE 1"=30' HORIZONTAL
1 "=3' VERTICAL
PERMIT SET
NOT FOR CONSTRUCTION
290
V
o
O
J
J
�
O
-0
�
N
M
O
V
,
•'0�li %%
�
z�
L
i.j
282
4
L
V
a,
280
Q
�o
Z
v
278
z
O
�
276
C_
4-J _11
0
--
V
274
272
LOW PT STA: 20+88.76
-
o rn
ui r--:
-
� oo
4 o
m N
c`' � I
v w 8" MINIMUM
/
TING
EXISROCK
LOW PT EL
PVI STA:
PVI El F
Kt
LVC:
V. 276.88
21+25.00
275.00
.51
279.88
\
6i
m
HIGH PT STA: 25+60.56
1*
+
co
00
N
co M
c"
00PVI
� �
M a
_
HIGH PT ELEV. 286.27
PVI STA: 25+50.00
ELEV: 290.44
K: 68.92
C: 479.49
PROPOSED
18" RCP
_
_
_ (n _
m
U
_ &i w
W
19+25 19+50 19+75 20+00 20+25 20+50 20+75 21+00 21+25 21+50 21+75 22+00 22+25 22+50 22+75 23+00 23+25 23+50 23+75 24+00 24+25 24+50 24+75 25+00 25+25 25+50 25+75 26+00 26+25 26+50 26+75 27+00 27+25 27+50 27+75
SCALE 1"=30' HORIZONTAL
1 "=3' VERTICAL
PERMIT SET
NOT FOR CONSTRUCTION
290
L
V
o
O
J
J
�
O
-0
�
N
M
O
V
,
•'0�li %%
�
z�
L
i.j
282
4
L
V
a,
280
Q
�o
Z
v
278
z
O
�
276
C_
4-J _11
0
--
V
274
L
288
O
O
00
L
�
N
-0
O
C
M
O
•v
O
•'0�li %%
284
L
288
L
10:`rd,'
•v
=, O
•'0�li %%
284
288
L
286
284
L
282
L
�J
280
Z
v
278
z
Q
276
C_
0
--
V
274
272
270
28+00
30 15 0 30 60
SCALE 1 "=30'
REVISIONS
Date: 2-26-2016
PP -2

I \ WI rn
v�1 v y �,� �� �♦ /
/-
' INV. OUT=276.5 FT. 1 EC -5 INLET PROTECTION EXISTING DIRT I I 11 ��0_ __- PO -25 9 EC -5 / <:v � C7 2 L
i \ cV II ROAD r RIPRAP EC -5 OUTLET ,,ADB 12945, PG. 1382 cn`C� O o •Q t1;$ O
Lf7 1 s BM 2008, PG. 251 p, p, a 0-4 V z op
' I N 1 ,o-- - --261 o OUTLET C� 00 V)
T ° - PIN # 1772-36-3030 O- a V
\ I / \ o, °° 51 PROTECTION N i 61
�O° 1` PO -32 9 /' v w / / C? / \ \' c\1 / U, Q f.
� , / 28 \\ RIPRAP OUTLET EC -5 Q wc�N 11 r3 / �r'k / 262 \ /% s\ /; 2 _
r�^ T
+ 280 PROTECTION �m� r'-� w \ SF SF _°
ry 279 / °' \ \ o w �l 0°10 \ / 263
o _ \ N 1 m\ a ^
DOI 007
_001001
°off N O I /CCOi °o \ °p +
Np ��� I / 264 262 SF SF _ sF 90, �°o, /5e ' BOO � �� °O\ /
- - --
278°° 4_1 GO
X �m / / /��_. 2 SILT FENCE /" / -- = 263 26 F - SF / / \Op \ A °or-�'
CIS(307
�_� \' (°^ 265 ---- 266 °oi °o, Do,�
---_-ROCK
.2 0_ 8- ��-� _ ,a T- \°5� 2626 --------- --- ' 4+00 _ _ _ ---__
°O °p �/ _ ` - ^#�`� 2le-----/----- - 265 3-
001 00 - ROCK_ 26 g�+p0
07
-- ,
282 2g+7 p - �6 _ _----- moo, ��\�__ /- - ------------- _ - =-�- _-_
28 26
LOD LOD -
LODN D - LOD �- 2 j� 30+00_ _ 1 - - r - _ _ -/' / i i i J - LOD °O LOD LOD - LOD l-,-y-Y �26 /
/ _ RO
0-^ a- LOD_ - ... ------ s - I 26 U00L LOo _ 26
- - � LOD LOD - \_ - -'- ' � � LOD � 48 LF OF i �' LOD LOD - -267 L67
LOD - - __ - -.- i I q LODE LODE r
LOD_ LOD b- 1+ -- --_ _i-� I / / / % °/ LOO PROPOSED 18 RCP 04.2% LODE LOD �FLO SF SF � SF SF -PLOD N 2V
L - 001 2 / INV. IN=263.0 FT. LOD LOD- LOD ,
Z 5' RADIUS °°� __ _ `°° INV. OUT=261.0 FT. \ c 266
I -�' - _ ENTRANCE FLARE °D� OD' 2�2 - _ 32 i00 _ - 11,267' `°° 10' RADIUS Q,a=1.1 CFS SWALE AM
2 - -
U LOD_ �
LOD -2711 _ , ENTRANCE FLARE LODLOD2� _-- 268� /°° JANICE VAN/F
ROCK PIPE 8
RON HOLLOMAN
Q' - _ I_ _ °D�
LOD 269--�1 / °° 20' RADIUS DB 6246, PG. 117 INLET PROTECTION
-- L°°� `OD X268 LOU L°° AL ENTRANCE FLARE PIN # 1772-47-7360
c
Loo / Lou
D L -
LOD LOD LOD /
'T N/FNE-LEN M. MAY ' _ _____---T LEGEND
DB 16�0-,_PG. 185 2�2 ,2.1� ADDITIONAL _-1� \ i WCE SURFACE CONTOURS 1 /
PIN # 1772-5�-3207 /� ACCESS AND
ROPOSED ROAD / '" � �'\ /'� `-' 237 PROPOSED CONTOURS / 1
I / UTILITY EASMENT PROPOSED EDGE
CENTERLINE -------------- EXISTING DIRT ROAD /
N/F OF ROAD - - EXISTING ACCESS AND UTILITY EASEMENT /
HELEN M. MAY - - - - - - PROPOSED UTILITY EASEMENT /
Cl
10 -year
CD (30
Shear
Ditch Slope
Top
Depth (ft) Slopes
VC\2
1 N
LOLo
Label (%)
Width (ft)
(eft)
Flow
USGS STREAM
(Ib/sf)
00
278
��
/
L
� CENTERLINE
O Lf)
m1\\
4.1
h
\\ Ire
80 LF OF
i/
2.81
� \
AM 3%1
11 8 4H:1V
Q� z
PROPOSED 18 RCP ®1.3%
0.2 Curlex Matting
8 ROCK PIPE INLET
� 1
W
1
1 N/F
r
\ \
INV. IN=262.0 FT.
�\ O
C-5 PROTECTION
0`` ` \
TED Y R. STRICKLAND
` \ I
�:
INV. OUT=261.0 FT.
o r'cPo
DB 11511, PG. 1096
�` i ,'
Q,o=2.3 CFS
'
o
PIN #11772-45-6665
w
\\\
i
PO -30 9
50' BUFFER
0)6)
'
48 LF OF
r
RIPRAP OUTLET EC -5
v�
(
PROPOSED 18" RCP ®1.0%
INV. IN=277.00 FT.
\
1
I i /
8 ROCK PIPE I i
PROTECTION
11 N/F
SILT FENCE 3 COUNTY OF WAKE
' INV. OUT=276.5 FT. 1 EC -5 INLET PROTECTION EXISTING DIRT I I 11 ��0_ __- PO -25 9 EC -5 / <:v � C7 2 L
i \ cV II ROAD r RIPRAP EC -5 OUTLET ,,ADB 12945, PG. 1382 cn`C� O o •Q t1;$ O
Lf7 1 s BM 2008, PG. 251 p, p, a 0-4 V z op
' I N 1 ,o-- - --261 o OUTLET C� 00 V)
T ° - PIN # 1772-36-3030 O- a V
\ I / \ o, °° 51 PROTECTION N i 61
�O° 1` PO -32 9 /' v w / / C? / \ \' c\1 / U, Q f.
� , / 28 \\ RIPRAP OUTLET EC -5 Q wc�N 11 r3 / �r'k / 262 \ /% s\ /; 2 _
r�^ T
+ 280 PROTECTION �m� r'-� w \ SF SF _°
ry 279 / °' \ \ o w �l 0°10 \ / 263
o _ \ N 1 m\ a ^
DOI 007
_001001
°off N O I /CCOi °o \ °p +
Np ��� I / 264 262 SF SF _ sF 90, �°o, /5e ' BOO � �� °O\ /
- - --
278°° 4_1 GO
X �m / / /��_. 2 SILT FENCE /" / -- = 263 26 F - SF / / \Op \ A °or-�'
CIS(307
�_� \' (°^ 265 ---- 266 °oi °o, Do,�
---_-ROCK
.2 0_ 8- ��-� _ ,a T- \°5� 2626 --------- --- ' 4+00 _ _ _ ---__
°O °p �/ _ ` - ^#�`� 2le-----/----- - 265 3-
001 00 - ROCK_ 26 g�+p0
07
-- ,
282 2g+7 p - �6 _ _----- moo, ��\�__ /- - ------------- _ - =-�- _-_
28 26
LOD LOD -
LODN D - LOD �- 2 j� 30+00_ _ 1 - - r - _ _ -/' / i i i J - LOD °O LOD LOD - LOD l-,-y-Y �26 /
/ _ RO
0-^ a- LOD_ - ... ------ s - I 26 U00L LOo _ 26
- - � LOD LOD - \_ - -'- ' � � LOD � 48 LF OF i �' LOD LOD - -267 L67
LOD - - __ - -.- i I q LODE LODE r
LOD_ LOD b- 1+ -- --_ _i-� I / / / % °/ LOO PROPOSED 18 RCP 04.2% LODE LOD �FLO SF SF � SF SF -PLOD N 2V
L - 001 2 / INV. IN=263.0 FT. LOD LOD- LOD ,
Z 5' RADIUS °°� __ _ `°° INV. OUT=261.0 FT. \ c 266
I -�' - _ ENTRANCE FLARE °D� OD' 2�2 - _ 32 i00 _ - 11,267' `°° 10' RADIUS Q,a=1.1 CFS SWALE AM
2 - -
U LOD_ �
LOD -2711 _ , ENTRANCE FLARE LODLOD2� _-- 268� /°° JANICE VAN/F
ROCK PIPE 8
RON HOLLOMAN
Q' - _ I_ _ °D�
LOD 269--�1 / °° 20' RADIUS DB 6246, PG. 117 INLET PROTECTION
-- L°°� `OD X268 LOU L°° AL ENTRANCE FLARE PIN # 1772-47-7360
c
Loo / Lou
D L -
LOD LOD LOD /
'T N/FNE-LEN M. MAY ' _ _____---T LEGEND
DB 16�0-,_PG. 185 2�2 ,2.1� ADDITIONAL _-1� \ i WCE SURFACE CONTOURS 1 /
PIN # 1772-5�-3207 /� ACCESS AND
ROPOSED ROAD / '" � �'\ /'� `-' 237 PROPOSED CONTOURS / 1
I / UTILITY EASMENT PROPOSED EDGE
CENTERLINE -------------- EXISTING DIRT ROAD /
N/F OF ROAD - - EXISTING ACCESS AND UTILITY EASEMENT /
HELEN M. MAY - - - - - - PROPOSED UTILITY EASEMENT /
Side
10 -year
CD (30
Shear
Ditch Slope
Top
Depth (ft) Slopes
VC\2
Velocity
LOLo
Label (%)
Width (ft)
(eft)
Flow
(fps)
(Ib/sf)
00
278
(cfs)
L
AK 3%
O Lf)
2.30
4.1
h
�
1 8 4HAV
1 0.55
2.81
M
AM 3%1
11 8 4H:1V
1 0.551
CIO
0.2 Curlex Matting
-C_
Z o
W
w w
J
�\ O
�w
268
N
266
REVISIONS
c
4-j
0)6)
W�
V
v�
m
CD
CQ
w
U
0 z
' INV. OUT=276.5 FT. 1 EC -5 INLET PROTECTION EXISTING DIRT I I 11 ��0_ __- PO -25 9 EC -5 / <:v � C7 2 L
i \ cV II ROAD r RIPRAP EC -5 OUTLET ,,ADB 12945, PG. 1382 cn`C� O o •Q t1;$ O
Lf7 1 s BM 2008, PG. 251 p, p, a 0-4 V z op
' I N 1 ,o-- - --261 o OUTLET C� 00 V)
T ° - PIN # 1772-36-3030 O- a V
\ I / \ o, °° 51 PROTECTION N i 61
�O° 1` PO -32 9 /' v w / / C? / \ \' c\1 / U, Q f.
� , / 28 \\ RIPRAP OUTLET EC -5 Q wc�N 11 r3 / �r'k / 262 \ /% s\ /; 2 _
r�^ T
+ 280 PROTECTION �m� r'-� w \ SF SF _°
ry 279 / °' \ \ o w �l 0°10 \ / 263
o _ \ N 1 m\ a ^
DOI 007
_001001
°off N O I /CCOi °o \ °p +
Np ��� I / 264 262 SF SF _ sF 90, �°o, /5e ' BOO � �� °O\ /
- - --
278°° 4_1 GO
X �m / / /��_. 2 SILT FENCE /" / -- = 263 26 F - SF / / \Op \ A °or-�'
CIS(307
�_� \' (°^ 265 ---- 266 °oi °o, Do,�
---_-ROCK
.2 0_ 8- ��-� _ ,a T- \°5� 2626 --------- --- ' 4+00 _ _ _ ---__
°O °p �/ _ ` - ^#�`� 2le-----/----- - 265 3-
001 00 - ROCK_ 26 g�+p0
07
-- ,
282 2g+7 p - �6 _ _----- moo, ��\�__ /- - ------------- _ - =-�- _-_
28 26
LOD LOD -
LODN D - LOD �- 2 j� 30+00_ _ 1 - - r - _ _ -/' / i i i J - LOD °O LOD LOD - LOD l-,-y-Y �26 /
/ _ RO
0-^ a- LOD_ - ... ------ s - I 26 U00L LOo _ 26
- - � LOD LOD - \_ - -'- ' � � LOD � 48 LF OF i �' LOD LOD - -267 L67
LOD - - __ - -.- i I q LODE LODE r
LOD_ LOD b- 1+ -- --_ _i-� I / / / % °/ LOO PROPOSED 18 RCP 04.2% LODE LOD �FLO SF SF � SF SF -PLOD N 2V
L - 001 2 / INV. IN=263.0 FT. LOD LOD- LOD ,
Z 5' RADIUS °°� __ _ `°° INV. OUT=261.0 FT. \ c 266
I -�' - _ ENTRANCE FLARE °D� OD' 2�2 - _ 32 i00 _ - 11,267' `°° 10' RADIUS Q,a=1.1 CFS SWALE AM
2 - -
U LOD_ �
LOD -2711 _ , ENTRANCE FLARE LODLOD2� _-- 268� /°° JANICE VAN/F
ROCK PIPE 8
RON HOLLOMAN
Q' - _ I_ _ °D�
LOD 269--�1 / °° 20' RADIUS DB 6246, PG. 117 INLET PROTECTION
-- L°°� `OD X268 LOU L°° AL ENTRANCE FLARE PIN # 1772-47-7360
c
Loo / Lou
D L -
LOD LOD LOD /
'T N/FNE-LEN M. MAY ' _ _____---T LEGEND
DB 16�0-,_PG. 185 2�2 ,2.1� ADDITIONAL _-1� \ i WCE SURFACE CONTOURS 1 /
PIN # 1772-5�-3207 /� ACCESS AND
ROPOSED ROAD / '" � �'\ /'� `-' 237 PROPOSED CONTOURS / 1
I / UTILITY EASMENT PROPOSED EDGE
CENTERLINE -------------- EXISTING DIRT ROAD /
N/F OF ROAD - - EXISTING ACCESS AND UTILITY EASEMENT /
HELEN M. MAY - - - - - - PROPOSED UTILITY EASEMENT /
288
286
284
282
28C
278
276
274
272
27C
268
266
264
262
DB 1670, PG. 185 EXISTING TREE LINE /
PIN # 1772-57-0390 /� -I - - PROPOSED ROAD CENTERLINE /
- - - - - - - - PROPOSED SWALE
PROPOSED EDGE OF ROADWAY ;
SF SILT FENCE
LOD LIMITS OF DISTURBANCE
ROCK PIPE INLET PROTECTION
RIPRAP OUTLET PROTECTION
Side
10 -year
Flow
Shear
Ditch Slope
Top
Depth (ft) Slopes
Design
Velocity
Stress Channel Liner
Label (%)
Width (ft)
(eft)
Flow
(fps)
(Ib/sf)
278
(cfs)
L
AK 3%
1 8 4H:1V
2.30
4.1
0.3 Curlex Matting
AL 3%
1 8 4HAV
1 0.55
2.81
0.2 Curlex Matting
AM 3%1
11 8 4H:1V
1 0.551
2.91
0.2 Curlex Matting
288
286
284
282
28C
278
276
274
272
27C
268
266
264
262
DB 1670, PG. 185 EXISTING TREE LINE /
PIN # 1772-57-0390 /� -I - - PROPOSED ROAD CENTERLINE /
- - - - - - - - PROPOSED SWALE
PROPOSED EDGE OF ROADWAY ;
SF SILT FENCE
LOD LIMITS OF DISTURBANCE
ROCK PIPE INLET PROTECTION
RIPRAP OUTLET PROTECTION
288
286
284
282
L
280
L
278
L
276
4-J
U
274
z
� f,.
272
-C_
V 1
0
270
-- V
L �
268
266
REVISIONS
....................................................
HIGH PT STA: 36+72.38
(0
Ln HIGH PT ELEV: 269.50
00�
M
N
PVI STA: 37+25.00
PVI E' V: 272.00
\
L
n
�
K 34.70
LV • 283.67
N§!
>
m
m
OW PT STA: 33+92.5
rn
N
LO
°^°•
N
U
co
^
m
LOW PT ELEV: 264.99LO
PVI STA: 33+75.00
PVI ELEV: 263.00
K: 46.51
\+
\
+
M
U W
a
•
Lu
\
: 27 .
\
/
W
12" MINIMUM
ROC
-
18" qCP
-
288
286
284
264
262
260 - - - 260
28+00 28+25 28+50 28+75 29+00 29+25 29+50 29+75 30+00 30+25 30+50 30+75 31+00 31+25 31+50 31+75 32+00 32+25 32+50 32+75 33+00 33+25 33+50 33+75 34+00 34+25 34+50 34+75 35+00 35+25 35+50 35+75 36+00 36+25 36+50 36+75 37+00
SCALE 1 "=30' HORIZONTAL
1 "=3' VERTICAL
PERMIT SET
NOT FOR CONSTRUCTION
30 15 0 30 60
SCALE V=30'
Date: 2-26-2016
PP -3
282
L
280
L
278
L
276
4-J
U
274
z
� f,.
272
-C_
V 1
0
270
-- V
L �
268
266
REVISIONS
264
262
260 - - - 260
28+00 28+25 28+50 28+75 29+00 29+25 29+50 29+75 30+00 30+25 30+50 30+75 31+00 31+25 31+50 31+75 32+00 32+25 32+50 32+75 33+00 33+25 33+50 33+75 34+00 34+25 34+50 34+75 35+00 35+25 35+50 35+75 36+00 36+25 36+50 36+75 37+00
SCALE 1 "=30' HORIZONTAL
1 "=3' VERTICAL
PERMIT SET
NOT FOR CONSTRUCTION
30 15 0 30 60
SCALE V=30'
Date: 2-26-2016
PP -3

0-
Lu
z1
J'
U
5<1
G,
)7 \
?68 01%Ch"
\ \ \ r lCD 0
CQ to
in cr)
p O00 ry)
1f1
QD 00
000
NSF _ \\ �l 1 }0. u�
COUNTY OF WAKE ��- J
DB 12945, PG. 1382 � \` Q) z 00
c0
BM 2008, PG. 25.1---' O
PIN # 177 = 030 `-� I O 4-j
CQ
— DO, —25 00, 00, I \ \ �� Q 4_+
°O� °O, 25 2 ao, oo, I N Z .d I:~ V N
'r °O -25 � ao, I LP . a L Q)
N°o, °o, 255 ao, I c, W �
N � --_ \� I z p U Q V O
o/ pO 25 \°°, N rn W 4) Z QJ O
/ °o� / 257 41 +00 - - N r_ \ cr rr
— s 0)
-��..-..� ,_ ,...,..,�� o, ` N\ gib. ^^ ,,
/°0 258 _ __________________ _____- -- --= 42+00 \ �� '� V' W 77� co
p0 _ —--_ �"'_— — — — — — — — — — — — — — -- 00> \OOjCO
\\\
-259 ---- -4 +OQ_���-- _ _- __ - - - - - - - - 255 _ \Q07 /� ` I 00 a V t
w /DOS 126 - �- _ -_ - -----_ = =- _ _ ---------------
_ \
fu
+ / ° i � LOD LOD LOD LOD LOD LOD — 25�-F� _ _ - ` V �^�
p1 LOD LODE \ \ �'` 1 \ ^
/-26 .-262 �/ -�s LOD LOD � LOD � LOD ` �)
col
LOD
LOD
601 —26
� `39 - Looms1-00 \ � ° LO
—26 ✓4 " ' MoD _ LO
Go 00 0
26 V°D
ROCK
,2 --_
°o_
- -,
----- '
- VOD
VOO
ROCK LOD
26 �\ \ �- 26� -.. SF LO° / --___ 264_______ N/F
'T _
SF 267 --�OUN�Y OF WAKE
LOD---_
SF
_ LOp�
I T1
0
0
IT
10
1 ,
a_
i
i
i ACCESS AND
' UTILITY EASEMENT
274
272
270
268
264
262
258
256
254
252
250
248
246
244
37+00
FRj�, 9z,
o
/
DB 12945 -,-PG. 1382
BM 2008, PG.
PIN # 1772-36-3030--,
\ 266 -
\
CEMETERY ---- \
\ X268, \\
I \
/
/
/
r
I
EXISTING DIRT
Q Q
41`00 D°> ROAD a 0
` \ oO'' W
\ - G(/
o� O
°�-�`
�oo> CO
N.
�Op \ COD 252
40° \ 4Sx6 D \�/
\ COD O \\\ \\O`\° \� .��,
PROPOSED ROAD \COD
CENTERLINE\ <°° - 2S
25 ` \ \007 __.,
ao,
\ cOp \ SOD \ ` `� _ O
°0,
\ 400 2$ \ `�-�\ 4—,
LOD
4 OD
\ LO°
LEGEND \ <oD
\ LOD�
10 -year
Side
Flow Shear
Ditch Slope
o Depth (ft)
Label
Top Design
Slopes
Width Flow
Velocity Stress Channel Liner
(/D)
(ft) (eft)
(fps) (Ib/sf)
-
(cfs)
,
AP 3%1 11
8 4HA V 1 3.701
4.6 0.4 Curlex Matting
/
/
/
r
I
EXISTING DIRT
Q Q
41`00 D°> ROAD a 0
` \ oO'' W
\ - G(/
o� O
°�-�`
�oo> CO
N.
�Op \ COD 252
40° \ 4Sx6 D \�/
\ COD O \\\ \\O`\° \� .��,
PROPOSED ROAD \COD
CENTERLINE\ <°° - 2S
25 ` \ \007 __.,
ao,
\ cOp \ SOD \ ` `� _ O
°0,
\ 400 2$ \ `�-�\ 4—,
LOD
4 OD
\ LO°
LEGEND \ <oD
\ LOD�
37+25 37+50 37+75 38+00 38+25 38+50 38+75 39+00 39+25 39+50 39+75 40+00 40+25 40+50 40+75 41+00 41 +25 41+50 41+75 42+00 42+25 42+50 42+75 43+00 43+25 43+50 43+75 44+00
SCALE 1 "=30' HORIZONTAL
1 "=3' VERTICAL
44+25 44+50 44+75 45+00
PERMIT SET
NOT FOR CONSTRUCTION
274
272
270
264
262
258
256
254
252
250
248
246
244
45+25 45+50 45+75 46+00
30 15 0 30 60
SCALE 1"=30'
WCE SURFACE CONTOURS
OD
237
PROPOSED CONTOURS
, L°°�
LOD
-----------
EXISTING DIRT ROAD
LOD
-
- EXISTING ACCESS AND UTILITY EASEMENT
,
- — — — —
- PROPOSED UTILITY EASEMENT
EXISTING TREE LINE I i
\
- -
PROPOSED ROAD CENTERLINE
,
- - - - - - -
- PROPOSED SWALE
PROPOSED EDGE OF ROADWAY
SF
SILT FENCE
v
LOD
LIMITS OF DISTURBANCE
/
ROCK PIPE INLET PROTECTION
T
0,
RIPRAP OUTLET PROTECTION
--
37+25 37+50 37+75 38+00 38+25 38+50 38+75 39+00 39+25 39+50 39+75 40+00 40+25 40+50 40+75 41+00 41 +25 41+50 41+75 42+00 42+25 42+50 42+75 43+00 43+25 43+50 43+75 44+00
SCALE 1 "=30' HORIZONTAL
1 "=3' VERTICAL
44+25 44+50 44+75 45+00
PERMIT SET
NOT FOR CONSTRUCTION
274
272
270
264
262
258
256
254
252
250
248
246
244
45+25 45+50 45+75 46+00
30 15 0 30 60
SCALE 1"=30'
REVISIONS
Date: 2-26-2016
`ren
O
L
O
�cr:o
z:z_
M
REVISIONS
Date: 2-26-2016
`ren
L
�cr:o
z:z_
L
REVISIONS
Date: 2-26-2016
L
L
L
4--J
Z
v
�
z
w
T
0
--
V
L
�
as
REVISIONS
Date: 2-26-2016

CD (30
CQ to
LO 00
LO
h 0
V o
L0Q0d Q� z o0
o-' n w L
I\ w o V v)�
CQ
I COUNTY OF WAKE SWALE AN /°°, -z' i j v � •�, �
-------
DB 1294, PG. 1382 — _ ►7a •• .4 4-
0 , BM 2008 PG. 251 \\ ° /00 ° U' ,_, z m C V v
PIN # 177a-36-3030 pO, I- a � i v o
\ C%�V SIL °o /Do �°o, t� ° 4 _°oi `0p' \\\ ��� ° /°o 232 3 500 O 'Q V z �
T FENCE 24 24 \ ` o Q' - O .A o Op
\oma �,24--''=-- °°>` �px / X233 — _ - / rF1 U CO a [� V V
��I I °o� 243 �oo/�' /°o Sq+03� — i d� ' ) �,
\----------- /O / _-50+0_ _\\ \oQ cy0 ��j do // � �� � V='
�pO� % so, So, SF ��� rr� `�� `\ °> h r'k / / V J J Q
2 `, k l ,/ �F �oDSF �rO
E--r°o
ooT - - - -
s Q O '_ F' U o sF Lo
y/ i A A I
LODE �/ \�
23
\ ` `°0> / �" / n 2�3 ' �� �$ / / L LOD— LOD \ \`\ \ 7X °°' \ /° 23 o / o°/
lOD LOp A,OO\\ 00j ,°O / L
i
°° \ CD
BOO \\\ OOl — OOl 0O" --°O / V°O �'' moi' /. \\ �\
\ \\ \\ OO / 5F �i /� __ /�/ pO/ \ \\ I \ \\\ X237 / \,00
°��� ��/ ' O <OO �`\ O
° \ Ooh / _ �' / // 21 �O° \ I ` \24 i / r ■
° \ \` °p °o ase �'� i' oo �` `\ �� \2 —238
°° °' D°, sF / ..246 �� �' / ` PROPOSED EDGE \ < \ `\ 3 / / �Ft� V:
\ J / v°° !SWALE AQ OF ROAD °\ ` i r1G 1 -
SF v ° O
\ \ — . / . �/. 1 /�
SF _247 J� k0� 'ai�/� vO°/ °o '\ ` !� ' _ 5. 00 — �'� �%�S�\ �'� \ --/ U u ,
2
- 1CL
L
_ 248 j��� '/' /?°/ ` PROPOSED ROAD li /° \� °o/ r - �..%1
\
47+00 '--__ �- ''� � � � Vol) CENTERLINE LQD �` --- ---- -- __ 0D/'� I 1
°\ - - ID \� LOO \ ---�- / PROTECT EXISTING WILDLIFE
4 0,ODS `\ LOD `°D--�-�' HABITAT IN THIS AREA ' Q
\
to, _'--- — _ �.� 0O// `� �\ LOp—� LOD---LOD -- LODE ��- ��' i M OWNER TO STAKE LIMITS IN 4-J
\ to°\ Lo4fo_ —� LOD LOD Lo°� J N/F'� `\ II --- — `�--- — -----' N
FIELD FOR PROTECTION PRIOR
LODTO CONSTRUCTION
_ °—/ L3D"\ LOD LOD — LODE LOD // / COUNTY OFA WAKE \\ // O
DB 12945, 4G. 1382 O
BM 2008, PG``251
PIN # 1772-36-3030 �I / LEGEND
`-
C- EXISTING DIRT`\ ----- WCE SURFACE CONTOURS
I ROAD 237 PROPOSED CONTOURS /
-------------- EXISTING DIRT ROAD /
—1 li - - EXISTING ACCESS AND UTILITY EASEMENT
256
254
252 M
04
M
+
250
vi
— � m
248
246
244
242
240
238
236
234
232
230
228
1
'11\ I /
HIGH PT STA: 48+95.87
Side
10 -year
Flow
Shear
Ditch
Slope
Depth (ft)
Top
Slopes
Design
Velocity
Stress Channel Liner
Label
°
(/D)
K: 22.84
Width (ft)
(eft)
Flow
(fps)
(Ib/sf)
242
>
m
(cfs)
240
z
AQ
3%
1
8
4H:1 V
1.40
3.6
0.3 Curlex Matting
256
254
252 M
04
M
+
250
vi
— � m
248
246
244
242
240
238
236
234
232
230
228
1
'11\ I /
O
00
N
�.i
w
m
m
N
L;j
U -
W
PROPOSED UTILITY EASEMENT
/
EXISTING TREE LINE
PROPOSED ROAD CENTERLINE
- - - - - - PROPOSED SWALE / `\
PROPOSED EDGE OF ROADWAY
SF SILT FENCE
LOD LIMITS OF DISTURBANCE
\ I \ ROCK PIPE INLET PROTECTION --__-' i // •• • ...
RIPRAP OUTLET PROTECTIONbV.e�
TREE PROTECTION 256 = < tO " W% zro
M
254
m u -i
N
+
N LO
L;j 0i
m m
m
OW PT STA: 56+25.00
LOW PT ELEV. 227.94
_PVI STA: .153+75.00 _
PVI ELEV; 233.00
K: 3f5.23
LVC: 500.01
252
250
HIGH PT STA: 48+95.87
r
c0
HIGH PT ELEV. 248.26
rn
06
PVI STA: 49+25.00
LO
246
C14
PVI ELEV. 248.62
r-
0
K: 22.84
U
LVC: 00.37
242
>
m
� U
240
z
m
�
W
O
00
N
�.i
w
m
m
N
L;j
U -
W
PROPOSED UTILITY EASEMENT
/
EXISTING TREE LINE
PROPOSED ROAD CENTERLINE
- - - - - - PROPOSED SWALE / `\
PROPOSED EDGE OF ROADWAY
SF SILT FENCE
LOD LIMITS OF DISTURBANCE
\ I \ ROCK PIPE INLET PROTECTION --__-' i // •• • ...
RIPRAP OUTLET PROTECTIONbV.e�
TREE PROTECTION 256 = < tO " W% zro
M
254
m u -i
N
+
N LO
L;j 0i
m m
m
OW PT STA: 56+25.00
LOW PT ELEV. 227.94
_PVI STA: .153+75.00 _
PVI ELEV; 233.00
K: 3f5.23
LVC: 500.01
252
250
248
L
246
Q�
L
244
L
242
4--J
� U
240
z
�
Q)
238
-�--'
0
236
L S"00
232
REVISIONS
230
228
226 226
46+00 46+25 46+50 46+75 47+00 47+25 47+50 47+75 48+00 48+25 48+50 48+75 49+00 49+25 49+50 49+75 50+00 50+25 50+50 50+75 51+00 51+25 51+50 51+75 52+00 52+25 52+50 52+75 53+00 53+25 53+50 53+75 54+00 54+25 54+50 54+75 55+00
SCALE 1 "=30' HORIZONTAL PERMIT SET 30 15 0 30 60
1 "=3' VERTICAL
NOT FOR CONSTRUCTION
SCALE 1"=30'
Date: 2-26-2016
PP -5

8 ROCK PIPE INLET
C-5 PROTECTION
�\ SWALE AN D°,
-001
°0
\1 / oo� /
I o°A -
°
o" 2
00 50
0 - - FR
24 LF OF -' `
/ � SKIMMER SEDIMENT BASIN
PROPOSED 15" RCP `
/ INV. IN -228.00 FT. / � BASIN DIMENSIONS: \�
APPROX. 59 FT. LONG AT 216 CONTOUR \
0INV. OUT=200 F 0, 230 Q,o-1.0 CFS APPROX. 134 FT. LONG AT 221 CONTOUR
0 APPROX. 67 FT. WIDE AT 221 )CONTOUR
SEE CONTOURS FOR BASIN LAYOUT. DIMENSIONS VARY.
RIPRAP OUTLET 9 SEDIMENT CLEANOUT=215.5 FT.
2 23 PROTECTION EC -5 SEDIMENT STORAGE=5037 CF.
\228` ` TEMPORARY SURFACE AREA=13,816 SF. AT ELEV. 221 FT
STAGING AREA _
SWALE AR
ER
o°,
- 7 °°,
\
\� LOD LOD LOD LOD LOD
\ o°
\ o
I V
o \�
° '233 - - OM u 10 4 - _ +00 - Q<v Cq
04+00 -PROPOSED EDGE /�� CONCRETE 5 N I Q�� c�
/o �`' - SF OF ROAD y TRUCK EC -6 �+ z �; g PROPOSED DRAINAGE `�� 0 %1.9 �► �;
2
EASEMENT o
- 226 SFS j CLEANOUT V a�
N
�ODSF ATO E��tOpN-c, ' S` ^ o r4 w �
,/--------- - ----�\ .. °
C \ S�x00 X225 ��r - CURB CUT v ^off z 0Z
L°° \\ ' y\ �� ��� 5 FT. WIDTH / w 0 ^ QJ t
y ' , +-j
a1
23 � � sF .iii ii i�
°°/\� 229 \ %���� 2 URB AND L O M
L `v
<o`�, \EC -6 UTTER $ 21�t I / U a � a (� V z o0
00/ '// /' ''' ' // ..' O <OO \\ \ \�� 228 ` \ \ i\ � _ _ �� 21 n1V o
,' + 224 22 22 PROPOSED DETENTION BASIN
°� FtOP�' ,-'' ' 22? I TO BE USED AS SEDIMENT BASIN
`OO \\``�\ \ X \
\" 227 � ` '- DURING CONSTRUCTION � �
_ PROPOSED \8 \ 223 - H:1 V
CnZJ ��
GRAVEL �O ° o
i' ' ° _ PARKING \ �� ��'IV
_ ° w �, LO
° / 22 AREA `° o LO PROPOSED BAFFLES 7
)
i\ PROTECT EXISTING WILDLIFE ' ° LOD ° i ! N "' 4 (TYP.) EC -5 Ca
HABITAT IN THIS AREA 'O° Q� o 4y / 10'L x 1'W 4 / F
OWNER TO STAKE LIMITS IN ' _� W
<° `. � \ � FRENCH DRAIN EC -6 COUNTY OF WAKE � Q
PROPOSED ROAD ° F
FIELD FOR PROTECTION PRIOR ' � .\ CENTERLINE _ <oGF OF 22 - �k00, a PROPOSED 3" HD DB 14693, PG. 1719 O
TO CONSTRUCTION �, \ o ` F`F�0 ,' EOP \ ® 0.5% BM ?008, PG. 251 l 4- L
- r 223.59 RIPRAP CLASS B PIN # /1772-25-16
/CHANNEL 5.0 FT. WIDE
0- PROPOSED T \ �� Syxo OX�� 1 ° TO BOTTOM OF POND i L
1 TREE PROTECTION ° g ~���`\ 22 s �\ GGh o ► ° 2.0" FAIRCLOTH SKIMMER --� �i!
SW 3 0 o 2.0 ORIF ro
Wt (TYP.) / \ Q o ICE SIZE
' Z_ o O EOP EOP / / W
p0, 40°
J ° - CO,`°� 223.89 '. \ 223.15 ' �� i
=1 2 V
<O° •��� y �a°, �° PROPOSED - =
\ - / OUTLET STRUCTURE OS -1 EC 7
OP _ - TOP ELEV.=229.5 FT. (MIN.)
SEDIMENT BASIN/ DRY DETENTION BASIN CONSTRUCTION SEQUENCE Q °O 40° `x-223 47 \ °�� \ 18" INV OUT=214.5 FT ,' 0
D \< / \< `� -_-223 ---__-__- _ ys
1. Install silt fence below basin. ° ° _ _
i �\ °� X00 \ _____ 00, 00, O1 --- O
2. Excavate basin, install outlet structure, outlet pipe, and riprap outlet \ - _ °° - ° - �
protection. _ _ ----_ _
3. Install skimmer and baffles in basin. -�' -/ � w �222J� -el -_ _� � __l /
4. Stabilize constructed embankment with temporary seed and mulch. `) N/F LDDC L°� LOD- --___ _
5. Upon completion of upslope improvements remove accumulated sediment, COUNTY OF WAKE °° �, �o PROPOSED 18 RCP o --_ - ----
install French drain and temporarily plug pipe outlet until skimmer is ) DB 12945, PG. 1382 Q \ , ° 94 LF 1.50% Ln
- L°°- °- _
p Y p g p p ° ��l LOD LOD LOD
Quo= 1.6 CFS /
removed, seed and mat permanent dry detention basin slopes and bottom. BM 2008, PG. 251 __220_ _ i / 0 °°
Baffles shall be removed for the mating placement and shall be replaced PIN # 1772-36-3030 - 5 PROPOSED -JB -19 - o SF `OO- \ PROPOSED 24 RCP, o
until the site is stabilized. _ EC -7 TOP ELEV.-220.0 o r/� \ 80 LF ®1.25% 1 o °° /
�� -�) 24" INV IN= 213.10 FT 3 SF °% ° �° SF Qio= 1.6 CFS
6. Remove silt fence, baffles, skimmer when vegetation is established and ,-_ �,
certificate of compliance is received from Land Quality. 24 INV OUT= 213.00 FT SF O°� <\ L°°
i -'-JUNCTION BOX LOCATION MAY
a
�'------�' - NEED TO BE FIELD ADJUSTED/° - CP #6 PROPOSED PO -18
Side
CD 03
Flow
Shear
Ditch Slope
Top
Depth (ft) Slopes
cj
C\2 LO
Stress Channel Liner
Label (, )
Width (ft)
(eft)
Flow
(fps)
LO
- - PROPOSED ROAD CENTERLINE
(�
(cfs)
- - - - - - - PROPOSED SWALE
o
1 8 4HAV
1.00
3.4
0.2 Curlex Matting
AR 3%
00
3.70
4.6
0.4 Curlex Matting
h
Go CO
I TEMPORARY STAGING AREA
J
(Z) O
w�4
RIPRAP OUTLET PROTECTION
J
N O
4-J
TREE PROTECTION
Z
v
z
�
�Q
V 1
O
--
V
�1 �
p
'�+
al d1
- co
,..,
V
v �-
° '233 - - OM u 10 4 - _ +00 - Q<v Cq
04+00 -PROPOSED EDGE /�� CONCRETE 5 N I Q�� c�
/o �`' - SF OF ROAD y TRUCK EC -6 �+ z �; g PROPOSED DRAINAGE `�� 0 %1.9 �► �;
2
EASEMENT o
- 226 SFS j CLEANOUT V a�
N
�ODSF ATO E��tOpN-c, ' S` ^ o r4 w �
,/--------- - ----�\ .. °
C \ S�x00 X225 ��r - CURB CUT v ^off z 0Z
L°° \\ ' y\ �� ��� 5 FT. WIDTH / w 0 ^ QJ t
y ' , +-j
a1
23 � � sF .iii ii i�
°°/\� 229 \ %���� 2 URB AND L O M
L `v
<o`�, \EC -6 UTTER $ 21�t I / U a � a (� V z o0
00/ '// /' ''' ' // ..' O <OO \\ \ \�� 228 ` \ \ i\ � _ _ �� 21 n1V o
,' + 224 22 22 PROPOSED DETENTION BASIN
°� FtOP�' ,-'' ' 22? I TO BE USED AS SEDIMENT BASIN
`OO \\``�\ \ X \
\" 227 � ` '- DURING CONSTRUCTION � �
_ PROPOSED \8 \ 223 - H:1 V
CnZJ ��
GRAVEL �O ° o
i' ' ° _ PARKING \ �� ��'IV
_ ° w �, LO
° / 22 AREA `° o LO PROPOSED BAFFLES 7
)
i\ PROTECT EXISTING WILDLIFE ' ° LOD ° i ! N "' 4 (TYP.) EC -5 Ca
HABITAT IN THIS AREA 'O° Q� o 4y / 10'L x 1'W 4 / F
OWNER TO STAKE LIMITS IN ' _� W
<° `. � \ � FRENCH DRAIN EC -6 COUNTY OF WAKE � Q
PROPOSED ROAD ° F
FIELD FOR PROTECTION PRIOR ' � .\ CENTERLINE _ <oGF OF 22 - �k00, a PROPOSED 3" HD DB 14693, PG. 1719 O
TO CONSTRUCTION �, \ o ` F`F�0 ,' EOP \ ® 0.5% BM ?008, PG. 251 l 4- L
- r 223.59 RIPRAP CLASS B PIN # /1772-25-16
/CHANNEL 5.0 FT. WIDE
0- PROPOSED T \ �� Syxo OX�� 1 ° TO BOTTOM OF POND i L
1 TREE PROTECTION ° g ~���`\ 22 s �\ GGh o ► ° 2.0" FAIRCLOTH SKIMMER --� �i!
SW 3 0 o 2.0 ORIF ro
Wt (TYP.) / \ Q o ICE SIZE
' Z_ o O EOP EOP / / W
p0, 40°
J ° - CO,`°� 223.89 '. \ 223.15 ' �� i
=1 2 V
<O° •��� y �a°, �° PROPOSED - =
\ - / OUTLET STRUCTURE OS -1 EC 7
OP _ - TOP ELEV.=229.5 FT. (MIN.)
SEDIMENT BASIN/ DRY DETENTION BASIN CONSTRUCTION SEQUENCE Q °O 40° `x-223 47 \ °�� \ 18" INV OUT=214.5 FT ,' 0
D \< / \< `� -_-223 ---__-__- _ ys
1. Install silt fence below basin. ° ° _ _
i �\ °� X00 \ _____ 00, 00, O1 --- O
2. Excavate basin, install outlet structure, outlet pipe, and riprap outlet \ - _ °° - ° - �
protection. _ _ ----_ _
3. Install skimmer and baffles in basin. -�' -/ � w �222J� -el -_ _� � __l /
4. Stabilize constructed embankment with temporary seed and mulch. `) N/F LDDC L°� LOD- --___ _
5. Upon completion of upslope improvements remove accumulated sediment, COUNTY OF WAKE °° �, �o PROPOSED 18 RCP o --_ - ----
install French drain and temporarily plug pipe outlet until skimmer is ) DB 12945, PG. 1382 Q \ , ° 94 LF 1.50% Ln
- L°°- °- _
p Y p g p p ° ��l LOD LOD LOD
Quo= 1.6 CFS /
removed, seed and mat permanent dry detention basin slopes and bottom. BM 2008, PG. 251 __220_ _ i / 0 °°
Baffles shall be removed for the mating placement and shall be replaced PIN # 1772-36-3030 - 5 PROPOSED -JB -19 - o SF `OO- \ PROPOSED 24 RCP, o
until the site is stabilized. _ EC -7 TOP ELEV.-220.0 o r/� \ 80 LF ®1.25% 1 o °° /
�� -�) 24" INV IN= 213.10 FT 3 SF °% ° �° SF Qio= 1.6 CFS
6. Remove silt fence, baffles, skimmer when vegetation is established and ,-_ �,
certificate of compliance is received from Land Quality. 24 INV OUT= 213.00 FT SF O°� <\ L°°
i -'-JUNCTION BOX LOCATION MAY
a
�'------�' - NEED TO BE FIELD ADJUSTED/° - CP #6 PROPOSED PO -18
240
238
236
234
232
230
228
226
224
222
220
218
f'' e� ^``' - INV OUT=212 FT �\ ��'�� ��•�`P , ...{.,Oyb;
PROPOSED TRAIL \
I - 00
16
_ '�, •
--
/ J
°o `N \ RIPRAP 9 '�ld;• G
A, (\ `\ OU TLET PROTECTION
/SILT FENCE '2
[SEED AND MAT DISTURBED\
\ I \ SLOPE FROM JB -19 TO P0-18 LOD
Side
10 -year
Flow
Shear
Ditch Slope
Top
Depth (ft) Slopes
Design
Velocity
Stress Channel Liner
Label (, )
Width (ft)
(eft)
Flow
(fps)
(Ib/sf)
- - PROPOSED ROAD CENTERLINE
(�
(cfs)
- - - - - - - PROPOSED SWALE
AN 3%o
1 8 4HAV
1.00
3.4
0.2 Curlex Matting
AR 3%
1 8 4HAV
3.70
4.6
0.4 Curlex Matting
240
238
236
234
232
230
228
226
224
222
220
218
f'' e� ^``' - INV OUT=212 FT �\ ��'�� ��•�`P , ...{.,Oyb;
PROPOSED TRAIL \
I - 00
16
_ '�, •
--
/ J
°o `N \ RIPRAP 9 '�ld;• G
A, (\ `\ OU TLET PROTECTION
/SILT FENCE '2
[SEED AND MAT DISTURBED\
\ I \ SLOPE FROM JB -19 TO P0-18 LOD
240
z 238
Y
i
234 234
232
230
228
226
224
222
220
218
216 216
55+00 55+25 55+50 55+75 56+00 56+25 56+50 56+75 57+00 57+25 57+50 57+75 58+00 58+25 58+50 58+75 59+00 59+25 59+50 59+75 60+00 60+25 60+50 60+75 61+00
SCALE 1 "=30' HORIZONTAL
1 "=3' VERTICAL
LEGEND
2` WCE SURFACE CONTOURS
237 PROPOSED CONTOURS
- - EXISTING ACCESS AND UTILITY EASEMENT
L
EXISTING TREE LINE
- - PROPOSED ROAD CENTERLINE
(�
- - - - - - - PROPOSED SWALE
PROPOSED EDGE OF ROADWAY
0
z
W
F
z
W
M
SF SILT FENCE
L
LOD LIMITS OF DISTURBANCE
- - - - PROPOSED EASEMENT
I TEMPORARY STAGING AREA
RIPRAP OUTLET PROTECTION
4-J
TREE PROTECTION
Z
v
z
�
�Q
V 1
O
--
V
L
S"00
REVISIONS
N
U
W
o�
o�
+
LO
\ U
W
\
\
240
z 238
Y
i
234 234
232
230
228
226
224
222
220
218
216 216
55+00 55+25 55+50 55+75 56+00 56+25 56+50 56+75 57+00 57+25 57+50 57+75 58+00 58+25 58+50 58+75 59+00 59+25 59+50 59+75 60+00 60+25 60+50 60+75 61+00
SCALE 1 "=30' HORIZONTAL
1 "=3' VERTICAL
LEGEND
2` WCE SURFACE CONTOURS
237 PROPOSED CONTOURS
- - EXISTING ACCESS AND UTILITY EASEMENT
L
EXISTING TREE LINE
- - PROPOSED ROAD CENTERLINE
(�
- - - - - - - PROPOSED SWALE
PROPOSED EDGE OF ROADWAY
SF SILT FENCE
L
LOD LIMITS OF DISTURBANCE
- - - - PROPOSED EASEMENT
I TEMPORARY STAGING AREA
RIPRAP OUTLET PROTECTION
4-J
TREE PROTECTION
Z
v
z
�
�Q
V 1
O
--
V
L
S"00
REVISIONS
PERMIT SET
NOT FOR CONSTRUCTION
Date: 2-26-2016
30 15 0 30 60
SCALE 1"=30' PP -6

CONSTRUCTION SEQUENCE PARK IMPROVEMENTS m 0
Lo
GENERAL SITE PREPARATION 11. PERFORM CLEARING AND DEMOLITION OPERATIONS FOR NEW ROADWAY FROM HUNT VALLEY ROAD PARKING, DETENTION BASIN, PICNIC AREAS AND TRAIL. o
to
12. CONSTRUCT HUNT VALLEY SEDIMENT BASIN ADJACENT TO THE PARKING AREA AS CALLED FOR ON THE PLANS. a I I
_ 1. THE CONTRACTOR IS REQUIRED TO PERFORM AN INITIAL INSPECTION OF THE SITE AND TO TAKE SEE SEDIMENT BASIN/DETENTION BASIN CONSTRUCTION SEQUENCE PLAN SHEET PP -6. 0 0
PHOTOGRAPHS AND VIDEO OF THE PROPOSED CONSTRUCTION, STAGING, AND STOCKPILE AREAS �!� co co
I L..�, "T - - BEFORE DISTURBING THE SITE IN ACCORDANCE WITH THE GENERAL CONDITIONS. APPROVAL TO 13. PERFORM GRADING OPERATIONS TO CONSTRUCT ROADWAY AND STORM DRAINAGE CROSS PIPES FROM HUNT VALLEY ROAD TO PARKING AREA.
�EROS__NORT EHE RN AREA PROPOSED \ I INSTALL EROSION AND SEDIMENT CONTROL SHALL NOT BE GRANTED UNTIL THE CONTRACTOR HAS 14. STOCKPILES SHALL NOT BE LOCATED WITHIN 50 FEET OF ANY DRAINAGE STRUCTURE OR WATERCOURSE. W '4°q
PROPOSED BOARDWALK �� PROVIDED TO THE WAKE COUNTY AND RECEIVED WRITTEN APPROVAL OF THE CONTENT FROM WAKE w 0 0
o GRAVEL �\ COUNTY. 15. PERFORM CLEARING AND TRAIL CONSTRUCTION SOUTH AND WEST OF THE PARKING AREA. ,�
- PARKING LOT \ ��`� ``I 2. PARK IMPROVEMENTS ON THE SOUTH SIDE OF GIN BRANCH OFF OF HUNT VALLEY ROAD WILL BE 16. INSTALL CONSTRUCTION ENTRANCE FROM PLEASANTS ROAD AND SILT FENCE AS CALLED FOR ON PLAN SHEET EC -2, TO CONSTRUCT
\ ACCESS ROAD FROM PLEASANTS ROAD TO GIN BRANCH. PERFORM CLEARING OPERATIONS. r%'
CONSTRUCTED FIRST. ITEMS 3-10 SHALL BE COMPLETED FOR THE SOUTH SIDE IMPROVEMENTS
- - -� z I I \ \`� AND THEN THE CONTRACTOR WILL REMOBILIZE TO PLEASANTS ROAD ENTRANCE TO CONSTRUCT THE 17. PERFORM CLEARING FOR TRAIL CONSTRUCTION FROM HUNT VALLEY PARKING AREA TO GIN BRANCH. w c
PARK IMPROVEMENTS NORTH OF GIN BRANCH. ITEMS 3-10 WILL THEN BE COMPLETED FOR THE 18. CONSTRUCT BRIDGE AND BOARDWALK OVER GIN BRANCH. w �
CONTRACTOR TO / ` 1 IMPROVEMENTS ON THE NORTH SIDE OF GIN BRANCH. 19. CONSTRUCT TRAIL FROM THE BRIDGE AT GIN BRANCH TO THE HUNT VALLEY PARKING AREA STABILIZING TRAIL AS CONSTRUCTION PROGRESSES. Cj v +�
I FOLLOW TRAIL FOR 3. PERFORM ALL UTILITY IDENTIFICATION AND MARKING/FLAGGING AS NECESSARY. 20. COMPLETE ALL PARK IMPROVEMENTS SOUTH OF GIN BRANCH. CD
CONSTRUCTION ACCESS I 4. COORDINATE WITH UTILITY COMPANIES TO RELOCATE OR PROTECT UTILITIES. ~ z -m
21. COMPETE GENERAL SITE COMPLETION AS LISTED IN ITEMS 29 TO 35 BELOW FOR THE PARK IMPROVEMENTS SOUTH OF GIN BRANCH [� .d r -
S V 5. STAKE CONSTRUCTION LIMITS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. AND CONSTRUCTION ACCESS ROAD. paa 02
6. INSTALL A PLAN BOX AT A VISIBLE LOCATION WITHIN THE SITE TO KEEP A COPY OF THE 22. CONTRACTOR TO MOBILIZE TO PLEASANTS ROAD ENTRANCE SEE ITEM 2. z v
)RTHING:728534.278 I %" ' � z
I , w
)STING::7285 4.27 I I / I I PROPOSED I� I APPROVED EROSION CONTROL PLANS, NPDES REPORTS, ETC. POST THE EROSION CONTROL PERMIT 23. PERFORM CLEARING AND DEMOLITION OPERATIONS FOR PLEASANTS ROAD PARKING, PICNIC AREAS, AND DETENTION BASIN. rA �.
BOARDWALK I IN A VISIBLE LOCATION ON THE PLAN BOX. Fes-+
I TYPICAL // / 24. CONSTRUCT PLEASANTS ROAD SEDIMENT BASIN BELOW THE PARKING AREA AS CALLED FOR ON THE PLANS. •�
7. INSTALL SEDIMENT/EROSION CONTROL FENCING, TREE PROTECTION FENCING, AND CONSTRUCTION SEE SEDIMENT BASIN/DETENTION BASIN CONSTRUCTION SEQUENCE PLAN SHEET C -1.a o
/ I� ENTRANCE AND MOBILIZE CONSTRUCTION EQUIPMENT TO THE PROJECT SITE. U w Go pq
F 1 -�'1 I I I / 1' 8. CONSTRUCT SEDIMENT BASIN AND ALL OTHER EROSION CONTROL MEASURES NECESSARY AS SHOWN 25. CONSTRUCT PARKING LOT IMPROVEMENTS. Q
DETENTION SEDIMENT I I _ , /I 1 26. PERFORM TRAIL CONSTRUCTION STARTING FROM THE NORTH SIDE OF THE BRIDGE AT GIN BRANCH AND WORKING TOWARDS THE PLEASANTS ROAD
BASIN I I ` i �� J� ON THE EROSION CONTROL PLAN. PARKING LOT. STABILIZE TRAIL AS CONSTRUCTION PROGRESSES. CONSTRUCT PIPE CROSSING AND BRIDGE BELOW EXISTING POND.
9 THE N THROUGHOUT THE
CONSTRUCTIONCOOF THE PROJECT TO REVENT ERL EXERCISE EVERY OSION AND OLE FFSITE SEDIMENTATION. WHEN THE 27• COMPLETE ALL PARK IMPROVEMENTS NORTH OF GIN BRANCH.
.4 MEASURES ARE COMPLETE CALL FOR AN INSPECTION BY THE ENGINEER. EMAIL ADDRESS FOR 28. COMPETE GENERAL SITE COMPLETION AS LISTED IN ITEMS 29 TO 38 BELOW FOR THE PARK IMPROVEMENTS NORTH OF GIN BRANCH.
EXISTING `i 1 f / PROPOSED PIP ENGINEER IS GENERAL SITE COMPLETION
\ POND I I -r 9 TYPICAL 10. IDENTIFY STAGING AND STOCKPILE AREAS AS SHOWN ON PLANS. ALL EXCAVATED MATERIAL SHALL
1 29. COMPLETE SITE SEEDING AND PLANTING AS DESCRIBED IN THE CONSTRUCTION PLANS AND SPECIFICATIONS. REMOVE SEDIMENT FROM BASINS)
BE STOCKPILED WITHIN STAGING AREAS OR THE LIMITS OF DISTURBANCE FOR LATER USE AS FILL AND SEED AND MAT PERMANENT DRY DETENTION BASIN SLOPES AND BOTTOM. BAFFLES SHALL BE REMOVED FOR THE MATTING PLACEMENT
MATERIAL OR DISPOSAL. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING APPROPRIATE AND SHALL BE REPLACED UNTIL THE SITE IS STABILIZED.
PROPOSED �� I STABILIZATION MEASURES AROUND THE STOCKPILE AREA(S) TO PREVENT EROSION AND 30. REPAIR AREAS USED FOR CONSTRUCTION ACCESS, CONSTRUCTION ACTIVITIES AND STOCKPILE LOCATIONS.
10' BRIDE _ _ / /�I SEDIMENTATION. ANY STOCKPILE MUST BE STABILIZED IF INACTIVE FOR MORE THAN 7 CALENDAR
' DAYS. 31. SEED AND MULCH STAGING AREAS, STOCKPILE AREAS, ALL HAUL/ACCESS ROADS AND ANY REMAINING NON -VEGETATED AREAS.
32. COMPLETE SITE CLEANUP AND STABILIZATION AS CALLED FOR ON THE PLANS AND SPECIFICATIONS.
33. 1 EROSION CONTROL DEVICES SHALL BE REMOVED FROM THEIR RESPECTIVE LOCATIONS ONLY WHEN THE STABILIZATION OF THE ADJACENT GROUND
PROPOSED \ HAS BEEN ESTABLISHED.
PIPE CROSSING �� I / �\
34. OBTAIN FINAL APPROVALS FROM WAKE COUNTY.
35. COMPLETE AS -BUILT SURVEY.
36. DEMOBILIZE
CONSTRUCTION 37. WHEN VEGETATION IS ESTABLISHED CONTACT NCDENR LAND QUALITY INSPECTOR FOR FINAL INSPECTION AND CERTIFICATE OF COMPLIANCE.
ACCESS j I=ji1 38. UPON RECEIPT OF THE CERTIFICATE OF COMPLIANCE THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL MEASURES.
1 ROAD I REMOVE BAFFLES AND SKIMMER FROM SEDIMENT BASIN(S).
`` I � own I I I
`,••'' / � �/ � � � � � � ter'
EROSEASTERNEASTERN AREA - I W
-'�� - - - - - - - EROS CENTRAL AREA
o _
I I Q
120' PRE FABRICATED - - I I - HUNT VALLEY TRAIL
1 " BRIDGE AND BOARDWALK
1 !% PROPOSED PIPES / PROPOSED I
CONTRACTOR TO FOLLOW TRAIL I TYPICAL i GRAVEL ROAD
FOR CONSTRUCTION ACCESS
11 - -
- --- - -- - - -- -- - -- ---
----- --- - -- - -- -- -
I _ ----- --- --- - ' ' BEGIN
it ROAD TIE IN g b
NORTHING: 726744.02621
EASTING: 2176953.1188 x
v�
4_ -
/ PROPOSED
TRAIL
PROPOSED
GRAVEL
1
1
PARKING
CLEAR FOR
CONSTRUCTIO
ACCESS
o ` DISTURBED AREA=16.88 ACRES
/ DETENTION SEDIMENT
I / / BASIN
5. ALL DISTURBED AREAS TO BE PERMANENTLY GRASSED SHALL BE SEEDED WITH PERMANENT SEED MIX.
/ j`/ ' ✓�;� / ` J EROSION CONTROL NOTES: 6. THIS SITE IS LOCATED WITHIN THE NEUSE WATERSHED. THE RECEIVING WATERCOURSE IS MARILS CREEK,
/ I 1. THE CONTRACTOR SHALL EXERCISE PRECAUTIONS THROUGHOUT THE CONSTRUCTION SEQUENCE TO PREVENT EROSION AND OFF-SITE A CLASS A STREAM.
SEDIMENT. EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE PROJECT PLANS, WAKE
THE CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS PARKING AREAS AND DRAINAGE SYSTEMS
COUNTY GUIDELINES, AND AS DIRECTED BY THE DESIGNER. ALL SEDIMENTATION AND EROSION CONTROLS ARE TO BE BUILT TO WAKE 7. FREE FROM DIRT MUD AND CONSTRUCTION DEBRIS AT ALL TIMES. WHERE SEDIMENT IS TRANSPORTED ONTO A
COUNTY AND NCDENR STANDARDS. PAVED OR PUBLIC ROAD SURFACES THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH
I 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL MEASURES DURING CONSTRUCTION. THE DAY. SEDIMENT SHALL BE REMOVED' FROM THE SURFACES BY SHOVELING OR SWEEPING AND TRANSPORTED TO A
/77 7 J I I I li MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED FOR MAINTENANCE SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER EXCESS SEDIMENT IS
ISSUES AFTER EVERY RAINFALL AT A MINIMUM. REMOVED.
3. ALL DISTURBED AREAS TO BE SEEDED TO SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLANS. SEEDED AREAS SHALL BE 8. DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING
i - CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THE PLANS BUT NECESSARY TO
GRASS. ALL DISTURBED AREAS THAT ARE NOT OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR CONTROL EXCESS SEDIMENT, IF DETERMINED TO BE NECESSARY BY THE ENGINEER.
PERMANENTLY, IN ACCORDANCE WITH THE WAKE COUNTY STANDARDS. PERMANENT SEEDING AND GRASS ESTABLISHMENT IS REQUIRED 9, NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION
PRIOR TO PROJECT COMPLETION AND ACCEPTANCE.
PROGRAM: THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO
4. THE CONTRACTOR SHALL PROVIDE GROUND COVER AS SOON AS POSSIBLE BUT IN ANY EVENT WITHIN 14 DAYS ON DISTURBED FLAT REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT
AREAS AND 7 DAYS ON ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND SLOPES STEEPER THAN 3 HORIZONTAL TO AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND
1 VERTICAL. SEE GROUND STABILIZATION CHART. SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION
\_
�, NRN1P
\\t ` _�--
OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM
IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER
PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS
THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES
ACCORDING TO THE APPROVED PLAN. THE INSPECTION MUST BE CONDUCTED AFTER EACH
PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS
ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 48.0131. THE
SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM
HTTP: //PORTAL.NCDENR.ORG/WEB AR/EROSION IF YOU HAVE QUESTIONS
OR CANNOT ACCESS THE FORM, PLEASE CONTACT THIS OFFICE AT [phone].
10. THE PERSON RESPONSIBLE FOR MAINTENANCE: ERIC STAEHLE, WAKE COUNTY FACILITIES DESIGN
AND CONSTRUCTION [phone].
PERMIT SET
NOT FOR CONSTRUCTION
250 125 0 250 500
SCALE 1"=250'
GROUND
STABILIZATION CHART
SITE AREA DESCRIPTION
STABILIZATION
�
TIMEFRAME EXCEPTIONS
DIKES, SWALES,
7
DAYS
L
NONE
DITCHES, AND SLOPES
W
O
•-
s
s
�
HIGH QUALITY WATER (HQW)
7
DAYS
0)
Lu
NONE
ZONES
v
z
s
V
4.:�
a,
IF SLOPES ARE 10' OR
LESS IN LENGTH AND ARE NOT
SLOPES STEEPER THAN 3:1
7
DAYS
STEEPER THAN 2:1, 14
DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER
14
DAYS
ry)
7 DAYS FOR SLOPES
GREATER THAN 50' IN LENGTH.
ALL OTHER ARES WITH
(�
SLOPES FLATTER THAN 4:1
14
DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM
IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER
PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS
THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES
ACCORDING TO THE APPROVED PLAN. THE INSPECTION MUST BE CONDUCTED AFTER EACH
PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS
ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 48.0131. THE
SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM
HTTP: //PORTAL.NCDENR.ORG/WEB AR/EROSION IF YOU HAVE QUESTIONS
OR CANNOT ACCESS THE FORM, PLEASE CONTACT THIS OFFICE AT [phone].
10. THE PERSON RESPONSIBLE FOR MAINTENANCE: ERIC STAEHLE, WAKE COUNTY FACILITIES DESIGN
AND CONSTRUCTION [phone].
PERMIT SET
NOT FOR CONSTRUCTION
250 125 0 250 500
SCALE 1"=250'
O
V
o
J
J
�
O
O
N
L
4-,
U
z�
W
O
•-
s
s
�
O
4-1
T
0)
Lu
Z
v
z
s
V
4.:�
a,
Coll)
0
--
O
O
ry)
V�z�
(�
J_C3
z
O
L
W
O
U
L
4-,
W
O
•-
s
ILA
O
T
Lu
REVISIONS
Date: 2-26-2016
EC -1
W
W
L
L
T
CIO
Z
v
z
Coll)
0
--
V
REVISIONS
Date: 2-26-2016
EC -1

\ � J
I ♦ \ 1
0
I ry
1 \
Z
r
_ I _ LOD to SI
D , CO,
WOODED - J \°°7 ° \\ ♦ o b
\ USGS STREAM o
AREA - BW-6� °� \\\ ♦ CENTERLINE
ROBERT C. BLADES
I AND KELLY N. BLADES PROPOSED 0J
DB 6859, PG. 331
_ I BOARDWALK A
BM 1996, PG. 124
_ 0 PIN # 1772-18-9742
now mom _ .�. ./
I
LOD EXISTING ° °D --� < o EXISTING OPEN FIELD_'y'°✓�' /-� f
LOD `°� oo� D°, °O' ° TYPICAL 10' 0 °°
- - \_ / I \ B BOARDWALK I ti �r
- - - °° \° CROSSING s I i� MINIMUM
) - ..� DEPTH VARIES
I / a _
SEE PLAN SHEET C-1 FOR 10
I I I I 4°° s ♦BW -1°° / %!' �' 0.5 FT. TO 1.0 F
EROSION CONTROL DETAILI I LbD - LOD - LOD `OD Dr ®�. ° I
o 'I '°° /o ( '� o ° PROPOSED !/
s
I I I ° DITCH ° / N/F
I i I / COUNTY OF WAKE
/0 WOODED
WOODED i I I °° K
°o / / / DB 11974, PG. 2305
AREA ° / o° BM 2006, PG. 1032 PIN 4 o \ ► # 1772-2,6-1939
9°D
A / / /
TYPICAL 10
o / / o I BW -7 /
BOARDWALK
° CROSSING
8/
OO, ° TYPICAL 10 M /
�
I o BOARDWALK \ L
CROSSING
II I I PATH OIL WOODEDmom
_ I L J I I AREA,no yw�
maim' i I E ° o P-1 / WOODED
°
° AREA , _ _ 1�,,
STREAM ► I I I I TYPICAL 10' TYPICAL -�� �' - 0 S 000
BUFFER I BOARDWALK 15" PIPE / LDD 6-
°
DETENTION - - - - i �W-3 CROSSING CROSSING / DD
I I SEDIMENT BASIN <1�1°
- ° PROPOSED
_ _ I KRISTINA H. FOWLER I 11 °o ° LOD ° ° / ° 9 6' TRAIL ` �
- - PIN # 1772-17-8895 I 1 F ° °D1 > °0 / °� i I I l 1 �/ i�® SILT FENCE J
I v t BW -4 BW -5 o �� (TYP.) -,� �1./, '� 1
I I 1 ♦ H ° 00 *Aft
f LOD - SOD
I �_
I I SEE PLAN SHEET C-2 FOR
I I I EROSION CONTROL DETAIL - �\ a 13W-8 Q
'Op
WIDTH VARIES WITH DEPTH
ci
Slope (%)
ROO
Top
Width (ft)
Side 10 -year
Slopes Design
(ft/ft) Flow (cfs)
Flow Shear
Velocity Stress
(fps) (Ib/sf)
10-year
a
12%
0 �
,I
Clearance
3H:1V 0.29
1.7 0.8
Pi pe
�
FulI Flow
ODCID
10 -year
V
M
o
Minimum
w
Design
o c
Boardwalk
J
P
O
D
Length
0.5
Velocity
Label
Design Flow
Material
of Pipes
Slope (%)
0.5
Flow
Required Under
Label
(in)
Ground and
2%
0.5
(ft)
3H:1V 0.41
(fps)
Curlex Matting
(cfs)
3%
o
or B)
4-j
( CTS)
I
WCD
15
RCP
1
v
v�
1
3.81
P-4
m
RCP
2
10.0°%
32
H -I
E-+
o
z
�cV
4.0
18
v
A
8.21
1.35
aCQ
BW -2
1.2
�
4
0
�z
5.2
�z -
Class B Stone
BW -3
Ln
0
�z
0.105
A
5.57
0.72
Class B Stone
L
M
F'--1
0.16
B
6.49
1.40
Class B Stone
W
2.3
18
Go
B
V
1.82
00
BW -6
2.0
18
0.038
A
4.47
0.40
Class B Stone
BW -7
5.6
18
0.051
A
^_
I 0.80
I Class B Stone
BW -8
0.6
18
0.091
A
4.29
(POSED DITCH DATA TABLE
FOR SPECIFIED CHANNEL LINER,
MINIMUM DEPTH AND SLOPE.
TYPICAL DRAINAGE DITCH DETAIL
NOT TO SCALE
Proposed Pipe Data Table
Proposed Boardwalk Data Table
Slope (%)
Minimum
Top
Width (ft)
Side 10 -year
Slopes Design
(ft/ft) Flow (cfs)
Flow Shear
Velocity Stress
(fps) (Ib/sf)
10-year
A
12%
Pi pe
Clearance
3H:1V 0.29
1.7 0.8
Pi pe
B
FulI Flow
Pipe
10 -year
Pipe
Number
Minimum
C
Design
Channel Liner
Boardwalk
Diameter
Between
Curlex Matting
D
Length
0.5
Velocity
Label
Design Flow
Material
of Pipes
Slope (%)
0.5
Flow
Required Under
Label
(in)
Ground and
2%
0.5
(ft)
3H:1V 0.41
(fps)
Curlex Matting
(cfs)
3%
Slope (%)
or B)
3H:1V 0.62
( CTS)
Boardwalk
P-1
15
RCP
1
1.0%
8
1
3.81
P-4
36
RCP
2
10.0°%
32
37.5
2%
Proposed Boardwalk Data Table
° / 0 NATURAL CHANNEL TYPE A: 10 FT. TOP WIDTH, 1 FT. BOTTOM WIDTH, 18 IN. DEEP
° \ `°°\ LOpI N N P !/ �_ NATURAL CHANNEL TYPE B: 3 FT. TOP WIDTH, 1 FT. BOTTOM WIDTH, 18 IN. DEEP
_ - A°o \ LOD \�� %
I �- - - -
\°p, °°\ \� . j I ° °° I i ii Proposed Ditch Data Table
\°p Lop\ \ ♦ ♦ \` `
Op Lop o'
\°°� \ \ `o°\ O°
v v� °°
DO 007
°/ ,,. _
-�t- SILT FENCE CHARLES MARTIN �� PROPERTY LINE
_ _ l
0 5 `�/�� / ��\�,1 0 �:� OUTLET E YEAGER and
ri__
ONSTRUCTION ° XISTING� ` � ( o°� � � ♦ ,� ALECIA P. YEAGER
1 .g , DB 6816, PG. 584
-51772-37-7223
EC NTRANCE CELL ♦ i' �® ��� v o=� - PIN # 177 7-722
- _
TOWER I 'I ` <°° 2 3 3
USGS SEAM °°l � _ �L
30' CONSTRUCTION o o CENTERLINE "�I STREAM BUFFER
ACCESS ROAD-
_ ,PROPOSED
° < 30 BRIDGE
I I PROPOSED P-4 \ °° S
DUAL 36" RCP
CROSSING s it 100 -YEAR
�FEMA FLOODPLAIN
-
0 o j
TYPICAL 10'
I ' BOARDWALK I ° i s ! ♦ 500 -YEAR
g o CROSSING I �, o i ,-� FEMA FLOODPLAIN
BW-9
�O' USGS STREAM
COUNTY OF WAKE °o>\ zo, �`.�' `�� CENTERLINE
DB 11974, PG. 2305 0 0 \°° T �� ♦ /
BM 2006, PG. 1032 PIN
# 1772-26-1939
Ditch
Label
Slope (%)
Minimum
Top
Width (ft)
Side 10 -year
Slopes Design
(ft/ft) Flow (cfs)
Flow Shear
Velocity Stress
(fps) (Ib/sf)
Channel Liner
A
12%
0.5
Clearance
3H:1V 0.29
1.7 0.8
Class B Stone
B
2%
1
10 -year
3H:1V 2.57
Natural
Channel
C
Shear
Channel Liner
Boardwalk
3H:1V 1.46
Between
Curlex Matting
D
Velocity
0.5
3
3H:1V 1.22
Design Flow
Curlex Matting
Draw
Type jA
0.5
Stress
Required Under
Label
Curlex Matting
Ground and
2%
0.5
(fps)
3H:1V 0.41
2.6 0.1
Curlex Matting
(cfs)
3%
Slope (%)
or B)
3H:1V 0.62
(Ib/sf)
Boardwalk
H
5%
Bottom
3
3H:1V 0.66
3.81 0.3
Curlex Matting
1
2%
1
Chord (in)
3H:1V 2.26
3.9 0.3
Curlex Matting
1
2%
BW -1
4.0
18
0.12
A
8.21
1.35
Class B Stone
BW -2
1.2
18
0.087
A
5.2
0.65
Class B Stone
BW -3
1.2
18
0.105
A
5.57
0.72
Class B Stone
BW -4
1.3
18
0.16
B
6.49
1.40
Class B Stone
BW -5
2.3
18
0.182
B
9.4
1.82
Class B Stone
BW -6
2.0
18
0.038
A
4.47
0.40
Class B Stone
BW -7
5.6
18
0.051
A
6.57
I 0.80
I Class B Stone
BW -8
0.6
18
0.091
A
4.29
0.45
Class B Stone
BW -9
15.9
18
0.054
B
10.42
1.58
Class B Stone
° / 0 NATURAL CHANNEL TYPE A: 10 FT. TOP WIDTH, 1 FT. BOTTOM WIDTH, 18 IN. DEEP
° \ `°°\ LOpI N N P !/ �_ NATURAL CHANNEL TYPE B: 3 FT. TOP WIDTH, 1 FT. BOTTOM WIDTH, 18 IN. DEEP
_ - A°o \ LOD \�� %
I �- - - -
\°p, °°\ \� . j I ° °° I i ii Proposed Ditch Data Table
\°p Lop\ \ ♦ ♦ \` `
Op Lop o'
\°°� \ \ `o°\ O°
v v� °°
DO 007
°/ ,,. _
-�t- SILT FENCE CHARLES MARTIN �� PROPERTY LINE
_ _ l
0 5 `�/�� / ��\�,1 0 �:� OUTLET E YEAGER and
ri__
ONSTRUCTION ° XISTING� ` � ( o°� � � ♦ ,� ALECIA P. YEAGER
1 .g , DB 6816, PG. 584
-51772-37-7223
EC NTRANCE CELL ♦ i' �® ��� v o=� - PIN # 177 7-722
- _
TOWER I 'I ` <°° 2 3 3
USGS SEAM °°l � _ �L
30' CONSTRUCTION o o CENTERLINE "�I STREAM BUFFER
ACCESS ROAD-
_ ,PROPOSED
° < 30 BRIDGE
I I PROPOSED P-4 \ °° S
DUAL 36" RCP
CROSSING s it 100 -YEAR
�FEMA FLOODPLAIN
-
0 o j
TYPICAL 10'
I ' BOARDWALK I ° i s ! ♦ 500 -YEAR
g o CROSSING I �, o i ,-� FEMA FLOODPLAIN
BW-9
�O' USGS STREAM
COUNTY OF WAKE °o>\ zo, �`.�' `�� CENTERLINE
DB 11974, PG. 2305 0 0 \°° T �� ♦ /
BM 2006, PG. 1032 PIN
# 1772-26-1939
Ditch
Label
Slope (%)
Depth (ft)
Top
Width (ft)
Side 10 -year
Slopes Design
(ft/ft) Flow (cfs)
Flow Shear
Velocity Stress
(fps) (Ib/sf)
Channel Liner
A
12%
0.5
3
3H:1V 0.29
1.7 0.8
Class B Stone
B
2%
1
6
3H:1V 2.57
4.2 0.3
Curlex Matting
C
2%
0.5
3
3H:1V 1.46
3.6 0.3
Curlex Matting
D
2%
0.5
3
3H:1V 1.22
3.3 0.2
Curlex Matting
E
3%
0.5
3
3H:1V 0.84
3.6 0.3
Curlex Matting
F
2%
0.5
3
3H:1V 0.41
2.6 0.1
Curlex Matting
G
3%
0.5
3
3H:1V 0.62
3.3 0.3
Curlex Matting
H
5%
0.5
3
3H:1V 0.66
3.81 0.3
Curlex Matting
1
2%
1
6
3H:1V 2.26
3.9 0.3
Curlex Matting
1
2%
1
6
3H:1V 1.96
3.7 0.3
Curlex Matting
K
2%
1
6
3H:1V 4.63
4.2 0.3
Curlex Matting
L
3%
0.5
3
3H:1V 0.92
3.4 0.2
Curlex Matting
M
3%1
0.5
3
3H:1V 0.97
3.6 0.3
Curlex Matting
N
4%
0.5
3
3H:1V 0.37
3.1 0.2
Curlex Matting
O
5%
0.5
3
3H:1V 0.50
3.5 0.3
Curlex Matting
P
5°%
0.5
3
3H:1V 0.37
3.4 0.3
Curlex Matting
Q
6%
0.5
3
3H:1V 0.60
4.2 0.4
Curlex Matting
R
3%
1
6
3H:1V 2.92
4.6 0.4
Curlex Matting
S
2%
1
6
3H:1V 8.90
5.4 0.6
Curlex Matting
T
2%
1
6
3HAV 5.12
4.91
rlex Matting
U
1%
1
6
3HAV 3.191
3.11 0.2 Curlex Matting
1 1 WOODED I NOTE:
AREA g I I ! ' 1. FOR TYPICAL BOARDWALK CROSSING
SEE STRUCTURAL PLAN SHEETS.
1 1 I FEMA STREAM
o I - , CENTERLINE
.00
i r 0 0
i °
1 000
U
WOODED
AREA ° °a� ° - 1
° MATCHLINE EROS NORTH
00 000
1 to °°/� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
�'� J °
��■■ °� ;-, 'I��� EROS CENTRAL
�' ■ ■ ■ ■ ■ ■ BW -10
PERMIT SET
NOT FOR CONSTRUCTION
0 0
o
M
WAKE COUNTY GIS CONTOURS
L
o
a
lo
:ct:oa`�
U
i
L
�
N
o
s
L
0
0
�z
LU
v
W
WAKE COUNTY GIS CONTOURS
L
- ---- SURVEYED CONTOURS
lo
:ct:oa`�
W
•G'
L
REVISIONS
pill illik
W
WAKE COUNTY GIS CONTOURS
L
- ---- SURVEYED CONTOURS
243 PROPOSED CONTOURS
W
L
REVISIONS
EXISTING WOODED AREA
L
4--J
Z
v
z
- - - - - - FEMA 500 -YEAR FLOODPLAIN
50' STREAM BUFFER
�
Ln
- - - - - - PROPOSED ACCESS AND UTILITY
O
.Q
V
FLOOD PRONE SOILS
L
N.,000
LEGEND
WAKE COUNTY GIS CONTOURS
- ---- SURVEYED CONTOURS
243 PROPOSED CONTOURS
- - PROPERTY BOUNDARY
REVISIONS
EXISTING WOODED AREA
- - - - - FEMA STREAM CENTERLINE
--------- USGS STREAM CENTERLINE
- - - - - - - - - - FEMA 100 -YEAR FLOODPLAIN
- - - - - - FEMA 500 -YEAR FLOODPLAIN
50' STREAM BUFFER
- - - - - - PROPOSED ACCESS AND UTILITY
FLOOD PRONE SOILS
-LOD LOD- LIMITS OF DISTURBANCE
- SF - SF - SILT FENCE AND TREE PROTECTION COMBINATION
► No PROPOSED DITCH
BW -1 0 PROPOSED BOARDWALK CROSSING
Date: 2-26-2016
100 50 0 100
200
SCALE 1"=100'
EC -2

- • 0 0
400
WOODED*40
g o
AREA °o
i
000
1 1
�'00
o
' S 8
0
N
0
p1n
MATCHLINE EROS NORTHrn
a ,I
co CO
r"! EROS CENTRAL
�o
'D IL-
rn
cV ,�
4-1 ai
�� Z W� a]dal
o / W1 4_►
�+ m
SEE PLAN SHEET C-3 FOR o ® „�,�� ,� �_,�_��woo o m V v
' EROSION CONTROL DETAIL I I ;� I 1 � ` (n 0!yj (� z 1 Ix � L v
WOODED _ __ --- 01 oe co U Q ) o
° _ z _
/ o io a
AREA o � � � / ' ' Vii; 20 - �� � � � v z QJ t
00
Proposed Boardwalk Data Table\ o I - ♦ �, "� "" cv�
® I� 0 to a>
I
I
I
I
I
° `� °
�. /i.��
00
C;\
N/F Z z
WOODED _l ` a V a1
�/° �� PROPOSED r AREA CHARLES MARTIN YEAGER and USGS STREAM �1 Q 4-J�
° / ALECIA P. YEAGER
120' SPAN BRIDGE ������- DB 6816, PG. 584 CENTERLINE V�
D7, , ( n
PIN # 1772-37-7223
Proposed Ditch Data Table T
1 STRE M
\l, BUFFER ° I - ��� <°°
°
_ ! BW -11 s S TYPICAL 10'
FEMA STREAM ,�
CENTERLINE ♦ ,' I I BOARDWALK
CROSSING
N/F °
Ditch Slope (%) Depth (ft)
Label
Top
Width (ft)
Minimum
Flow
Velocity
(fps)
Shear
Stress
(Ib/sf)
Channel Liner
U 1% 1
6
3H:1V 3.19
3.1
Clearance
Curlex Matting
V 1 2% 1
6
3HAV 1 2.05
3.7
0.3
10 -year
W 5% 1
Natural
Channel
6.8
Shear
Curlex Matting
Boardwalk
3
Between
2.7
0.2
Velocity
Y 3% 0.51
Channel Liner
3HAV 0.51
Design Flow
0.2
Draw
Type (A
3
Stress
4.7
Label
Curlex Matting
Ground and
6
3HAV 3.89
(fps)
0.2
Required
AB 1% 0.5
(cfs)
3HAV 0.17
Slope (%)
or B)
Curlex Matting
(Ib/sf)
3
3HAV 1 1.521
4.11
Bottom
Curlex Matting
1 1.0%
8
0.6
3.81
P-3
18
Chord (in)
2
1.0%
12
16
12.74
BW -10
3.2
18
0.125
A
7.84
1.25
Class B Stone
BW -11
6.0
18
0.105
A
8.73
1.44
Class B Stone
BW -12
5.5
18
0.037
A
5.81
0.60
Class B Stone
BW -13
1.9
18
0.054
A
5.01 1
0.54
1 Class B Stone
° `� °
�. /i.��
00
C;\
N/F Z z
WOODED _l ` a V a1
�/° �� PROPOSED r AREA CHARLES MARTIN YEAGER and USGS STREAM �1 Q 4-J�
° / ALECIA P. YEAGER
120' SPAN BRIDGE ������- DB 6816, PG. 584 CENTERLINE V�
D7, , ( n
PIN # 1772-37-7223
Proposed Ditch Data Table T
1 STRE M
\l, BUFFER ° I - ��� <°°
°
_ ! BW -11 s S TYPICAL 10'
FEMA STREAM ,�
CENTERLINE ♦ ,' I I BOARDWALK
CROSSING
N/F °
Ditch Slope (%) Depth (ft)
Label
Top
Width (ft)
Side 10 -year
Slopes Design
(ft/ft) Flow (cfs)
Flow
Velocity
(fps)
Shear
Stress
(Ib/sf)
Channel Liner
U 1% 1
6
3H:1V 3.19
3.1
0.2
Curlex Matting
V 1 2% 1
6
3HAV 1 2.05
3.7
0.3
Curlex Matting
W 5% 1
6
3HAV 5.96
6.8
0.8
Curlex Matting
X 2% 0.5
3
3HAV 0.64
2.7
0.2
Curlex Matting
Y 3% 0.51
3
3HAV 0.51
3.0
0.2
Curlex Matting
Z 6% 0.5
3
3HAV 1.11
4.7
0.5
Curlex Matting
AA 1% 1
6
3HAV 3.89
3.6
0.2
Curlex Matting
AB 1% 0.5
3
3HAV 0.17
1.6
0.1
Curlex Matting
AC 4%1 0.51
3
3HAV 1 1.521
4.11
0.4
Curlex Matting
O
0000 4-J
0000 L
SEE PLAN SHEET PP4 FOR 0 O
EROSION CONTROL DETAIL
I
ICEMETERY U
0000 WOODED o
/ 000000000AREA
0000 ° O
COUNTY OF WAKE/ ° J °°^
DB 11974 PG 2305 W Proposed Pipe Data Table
BM 2006, PG. 1032 PIN 100 -YEAR _ ��
# 1772-26-1939 FEMA FLOODPLAIN61
500 -YEAR
FEMA FLOODPLAIN,
/ I °
_ o 0
/ CO"
WOODED o, o, o, ° , °o, °o, °° °o/
4000, U
AREA 40o
° / LU/ pD
'k DD
p 'LOD _. _. __ _IUD _________T_ Co.
' LO 0000
D L LOD /
i ' I P-2`
TYPICAL -
0 15" PIPE SEE PLAN SHEET PP5 FOR
N/F / CROSSING EROSION CONTROL DETAIL I 0000 COUNTY OF WAKE / g c
zoo ' DB 14693, PG. 1719 °o I°° X /
'00
I� BM 2008, PG. 2510010/ / °°� I '
PIN # 1772-25-1653 ° �.. , • •• '
�I o
PROPOSED
_ v ; �•
WOODED
I NsM
�. AREA o N/F 20' GRAVEL ROAD ° /°° ° ;Y•.v�i,?�
- I Y COUNTY OF WAKE d
O •
DB 12945, PG. 1382 EXISTING WOODED , 0.
BM 2008, PG. 251 DIRT ROAD - / AREA1-0
WOODED °° PIN # 1772-36-3030 OD - LOD -
AREA PROPOSED P-3 ° /
�.� DUAL 18 RCP °°
6W ft
80 LF OF °° WOODED j' o
0000-,
PROPOSED 24 RCP I0 °o, - AREA 9
�'I EXISTING
�� % 10/�'' OPEN FIELD
I°
PROPOSED
Z 6' TRAIL ` >
EXISTING ' I °o, ® _ ° / I
/ OPEN FIELD 40000
-
_�'' I SEE PLAN SHEET PP6 FOR A4040�
EROSION CONTROL DETAILDo
I °
_001 01 01
R o I �':�i I °o N/F
i.401
,� y / I WOODED': 24 LF OF COUNTY OF WAK
'
0 0 000
AREA �o PROPOSED 15" RCP DB 12945, PG. 1382
BM 2008, PG. 251
d\F OF 11 °o PIN # 1772-36-3030
�� PROPOSE 18" RCP v J °VOIDvo
I /
/ 1
WOODED
r I WOODED ° °° AREA
AREA OQ DETENTION SEDIMENT BASIN I
1 1 I USGS STREAM
07
I % �-/ - - CENTERLINE
a
WDA
VAX
i'����©�1►�Ii'��i.'�AWIWA,
►M1=5MAMAWIM®�������
0 / i /�'
STREAM LEGEND
REVI S ION S
- ---
10-year
BUFFER '✓ _ \ ` 2 "
_ WAKE COUNTY GIS CONTOURS
Pipe
- - - - - - - - - -
°°°°�_� o\\ i�
L
Pipe
FullFlow
Pipe
PROPOSED CONTOURS
` - - PROPERTY BOUNDARY
Pipe
Number
Minimum
Design
50' STREAM BUFFER
Diameter
Z
v
PROPOSED ACCESS AND UTILITY
Length
Velocity
Label
I
Material
of Pipes
Slope (%)
Flow
V
PROPOSED DITCH
(in)
- LOD LOD-
(ft)
(fps)
SILT FENCE AND TREE PROTECTION COMBINATION
(cfs)
P-2
15
RCP
1 1
1 1.0%
8
0.6
3.81
P-3
18
RCP
2
1.0%
12
16
12.74
/ CO"
WOODED o, o, o, ° , °o, °o, °° °o/
4000, U
AREA 40o
° / LU/ pD
'k DD
p 'LOD _. _. __ _IUD _________T_ Co.
' LO 0000
D L LOD /
i ' I P-2`
TYPICAL -
0 15" PIPE SEE PLAN SHEET PP5 FOR
N/F / CROSSING EROSION CONTROL DETAIL I 0000 COUNTY OF WAKE / g c
zoo ' DB 14693, PG. 1719 °o I°° X /
'00
I� BM 2008, PG. 2510010/ / °°� I '
PIN # 1772-25-1653 ° �.. , • •• '
�I o
PROPOSED
_ v ; �•
WOODED
I NsM
�. AREA o N/F 20' GRAVEL ROAD ° /°° ° ;Y•.v�i,?�
- I Y COUNTY OF WAKE d
O •
DB 12945, PG. 1382 EXISTING WOODED , 0.
BM 2008, PG. 251 DIRT ROAD - / AREA1-0
WOODED °° PIN # 1772-36-3030 OD - LOD -
AREA PROPOSED P-3 ° /
�.� DUAL 18 RCP °°
6W ft
80 LF OF °° WOODED j' o
0000-,
PROPOSED 24 RCP I0 °o, - AREA 9
�'I EXISTING
�� % 10/�'' OPEN FIELD
I°
PROPOSED
Z 6' TRAIL ` >
EXISTING ' I °o, ® _ ° / I
/ OPEN FIELD 40000
-
_�'' I SEE PLAN SHEET PP6 FOR A4040�
EROSION CONTROL DETAILDo
I °
_001 01 01
R o I �':�i I °o N/F
i.401
,� y / I WOODED': 24 LF OF COUNTY OF WAK
'
0 0 000
AREA �o PROPOSED 15" RCP DB 12945, PG. 1382
BM 2008, PG. 251
d\F OF 11 °o PIN # 1772-36-3030
�� PROPOSE 18" RCP v J °VOIDvo
I /
/ 1
WOODED
r I WOODED ° °° AREA
AREA OQ DETENTION SEDIMENT BASIN I
1 1 I USGS STREAM
07
I % �-/ - - CENTERLINE
a
WDA
VAX
i'����©�1►�Ii'��i.'�AWIWA,
►M1=5MAMAWIM®�������
1 I" �"�
0 / i /�'
STREAM LEGEND
REVI S ION S
- ---
-N °^ °°� EXISTINGDD
/ ADD
O OPEN FIELD ♦ / °°� / ° -
BUFFER '✓ _ \ ` 2 "
_ WAKE COUNTY GIS CONTOURS
L
- - - - - - - - - -
°°°°�_� o\\ i�
L
! , �� °
PROPOSED CONTOURS
` - - PROPERTY BOUNDARY
L
T
50' STREAM BUFFER
Z
v
PROPOSED ACCESS AND UTILITY
z
I
FLOOD PRONE SOILS
V
1 I" �"�
0 / i /�'
STREAM LEGEND
REVI S ION S
- ---
-N °^ °°� EXISTINGDD
/ ADD
O OPEN FIELD ♦ / °°� / ° -
BUFFER '✓ _ \ ` 2 "
_ WAKE COUNTY GIS CONTOURS
L
- - - - - - - - - -
°°°°�_� o\\ i�
243 SURVEYED CONTOURS
! , �� °
PROPOSED CONTOURS
` - - PROPERTY BOUNDARY
FEMA 500 -YEAR FLOODPLAIN
--
TYPICAL 10' TYPICAL 10'
/ I I BOARDWALK BOARDWALK \
C:2
50 BUFFER a o CROSSING CROSSINGCD ° \
f /
• � I I � � / � � WOODED °
°O0 1707 AREA o
I 1°4D� °°' °°, DOD/ USGS STREAM -
! I ► ` PROPOSED °°- LOD LOD CENTERLINE
! WOOED
,a
6' TRAIL
J. AREA
i ____'40,
I `�
1
-
EXISTING WOODED AREA
FEMA STREAM CENTERLINE
REVI S ION S
- ---
USGS STREAM CENTERLINE
- - - - - - - - - -
FEMA 100 -YEAR FLOODPLAIN
I
- - - - - -
FEMA 500 -YEAR FLOODPLAIN
--
50' STREAM BUFFER
- - - - - -
PROPOSED ACCESS AND UTILITY
I
FLOOD PRONE SOILS
► ►
PROPOSED DITCH
- LOD LOD-
LIMITS OF DISTURBANCE
SILT FENCE AND TREE PROTECTION COMBINATION
/ BW -11 ❑ PROPOSED BOARDWALK CROSSING
-
PERMIT SET
50 0 100 200
Date: 2-26-2016
NOT FOR CONSTRUCTION
SCALE 1"=100'
EC -3

I
a I I I
I I
I
I ♦ ' I
I
1414
I \\ ` 1 1 ♦ `� ` I
I i vv ♦ I � ` � I
I
I I I AV ♦► 1 1 1 I �� I !—I O m U QJ
\ ♦, 1 1 I i z •d Z L QJ
� \ 1 IW xC*2 O
C' �;►Ln
WOODED I co Z lfl
I I
1 i 1 1 ` \`\ ♦ i I I z � �ao Q, cTS O ca
I
I ♦ �� o z
00
I I I ' I I I `� ♦ I— - - -- �x V
it
1 ♦ vv I f
I � I I I ' ♦ ` � I � V/ �J � �
\ I
/ STREAM BUFFER
f / N
HELEN M. MAY HELEN M MAY ` *%
I
N/F I DB 1670, PG. 185 DB N/F
1670, PG. 185 O
( /\ PIN # 1772-57-0390 I I I I
CHARLES MARTIN YN F PIN EAGER and JANICE VARON HOLLOMAN I I # 1772-57-3207 I N/F I COUNTY OF WAKE
ALECIA P. YEAGER I CHARLES M. YEAGER DB 15682, PG. 958
DB 6816, PG. 584 I DB 6246, PG. 117 I I BM 2014, PG. 688 I 4-J&ALECIA P. YEAGER
PIN # 1772-37-7223 I PIN # 1772-47-7360 I DB 6719, PG. 66 PIN # 1772-66-5568
PIN # 1772-57-8253
I I LL.I
Z I
_j
®. �'� I \. • -oft -----�- , � , II I SEE PLAN SHEET PP1 FOR
EROSION CONTROL DETAIL � Q
EXISTING C® — — — -
O
4-J/ Ni 18" RCP w L
I� I 000 N/F U
EMILY KRISTEN SCALES I I L
00 DB 13600, PG. 1422 `
- - ,� / 32 LF OF I BM 1986, PG. 1139 LO w
PROPOSED 15" RCP PIN # 1772-66-9 0000 866 - L
I
00000 , , Do, w
00,00 -
` I ` ` I '
I � � - � , _....a__-�-- ________ p HUNT VALLEY TRAIL
SEE PLAN SHEET PP4 FOR SEE PLAN SHEET PP3 FOR I` ` SEE PLAN SHEET PP2 FOR WOODED -
EROSION CONTROL DETAIL EROSION CONTROL DETAIL I I EROSION CONTROL DETAIL AREA I -
.\ I I ' l i
t o I ` EXISTING ' 9
• ` 48 LF OF I I i N/F I PAVED
. / ." RCP M
PROPOSED 18 / I ROBERT WARD MSR. I ` ROAD
� &CAROL R. ACDONALDONALD `•" v�,,,
DB 14942, PG. 1696
i
1I
ADD
ITIONAL 60 ACCESS1139 ` II II
❑ i / / I
-BM 1986 PG. 1 139
AND UTILITY EASEMENT PIN # 1772-66_967 3
°----_____________________ /°
✓I — — — — I _ _ =; ;ay;O�:;:`v+nv�Pi,•
. •..•b,•�•�`_b/�•';'
�•
EXISTING°°
0 WOODED °° a
DIRT ACCESS 0000 °°, 'Ol�° D ----------------------------------------- Y
°, ROAD OOl ---------------------------------Ol °O, DO, -------------- °O -001 —0
ro 7L co, °ODO, °O, 00,✓ -- -- i�
LOD M am c]Oj
0 LUU
r
z 0.00
p^ O \ LO LOD `, � O� LOD LOD IOQ`-
O LOD
LOD / O , OD LOD LOD — LOD
I\ILOD—L--LO —OD , LOD LOD—
'LO
/
00010
i
y 100 16
/ OD DD LOD LOD
°°^ I LOD LOD
L° �'
80 LF OF -------------------------------`-LOD 000PROPOSED 18" RCP
i 1 A 000
i O
'
1 48 LF OF I - 1 - 000
— — PROPOSED 18" RCP0000 V,
J \00.1
I `0000
48 LF OF 7
/ PROPOSED 18" RCP I �00 RI X I
N/F I I I N� 48 LF OF
400* COUNTY OF WAKE I rX PROPOSED GRAVEL o�� z PROPOSED 18" RCP
DB 12945, PG. 1382 �� ACCESS ROAD C1N
/
BM 2008, PG. 251 I \ m I - m C
N I Z
ADDITIONAL ACERAGE FOR ENTRANCE ROAD
EASEMENT
PIN #
OWNER
ACREAGE
1772-57-8253
CHARLES M. YEAGER &
ALECIA P. YEAGER
1.22
1772-57-3207
HELEN M. MAY
0.15
1772-57-0390
HELEN M. MAY
0.13
1772-47-7360
o�
0.57
1772-37-7223
CHARLES MARTIN YEAGER
& ALECIA P. YEAGER
a
II
v�
m
V
o
co
J
� O
W
00
C�
w
o0
s
4-1
0) 0)
W
02
ru
U
*5 co
4�
I I I AV ♦► 1 1 1 I �� I !—I O m U QJ
\ ♦, 1 1 I i z •d Z L QJ
� \ 1 IW xC*2 O
C' �;►Ln
WOODED I co Z lfl
I I
1 i 1 1 ` \`\ ♦ i I I z � �ao Q, cTS O ca
I
I ♦ �� o z
00
I I I ' I I I `� ♦ I— - - -- �x V
it
1 ♦ vv I f
I � I I I ' ♦ ` � I � V/ �J � �
\ I
/ STREAM BUFFER
f / N
HELEN M. MAY HELEN M MAY ` *%
I
N/F I DB 1670, PG. 185 DB N/F
1670, PG. 185 O
( /\ PIN # 1772-57-0390 I I I I
CHARLES MARTIN YN F PIN EAGER and JANICE VARON HOLLOMAN I I # 1772-57-3207 I N/F I COUNTY OF WAKE
ALECIA P. YEAGER I CHARLES M. YEAGER DB 15682, PG. 958
DB 6816, PG. 584 I DB 6246, PG. 117 I I BM 2014, PG. 688 I 4-J&ALECIA P. YEAGER
PIN # 1772-37-7223 I PIN # 1772-47-7360 I DB 6719, PG. 66 PIN # 1772-66-5568
PIN # 1772-57-8253
I I LL.I
Z I
_j
®. �'� I \. • -oft -----�- , � , II I SEE PLAN SHEET PP1 FOR
EROSION CONTROL DETAIL � Q
EXISTING C® — — — -
O
4-J/ Ni 18" RCP w L
I� I 000 N/F U
EMILY KRISTEN SCALES I I L
00 DB 13600, PG. 1422 `
- - ,� / 32 LF OF I BM 1986, PG. 1139 LO w
PROPOSED 15" RCP PIN # 1772-66-9 0000 866 - L
I
00000 , , Do, w
00,00 -
` I ` ` I '
I � � - � , _....a__-�-- ________ p HUNT VALLEY TRAIL
SEE PLAN SHEET PP4 FOR SEE PLAN SHEET PP3 FOR I` ` SEE PLAN SHEET PP2 FOR WOODED -
EROSION CONTROL DETAIL EROSION CONTROL DETAIL I I EROSION CONTROL DETAIL AREA I -
.\ I I ' l i
t o I ` EXISTING ' 9
• ` 48 LF OF I I i N/F I PAVED
. / ." RCP M
PROPOSED 18 / I ROBERT WARD MSR. I ` ROAD
� &CAROL R. ACDONALDONALD `•" v�,,,
DB 14942, PG. 1696
i
1I
ADD
ITIONAL 60 ACCESS1139 ` II II
❑ i / / I
-BM 1986 PG. 1 139
AND UTILITY EASEMENT PIN # 1772-66_967 3
°----_____________________ /°
✓I — — — — I _ _ =; ;ay;O�:;:`v+nv�Pi,•
. •..•b,•�•�`_b/�•';'
�•
EXISTING°°
0 WOODED °° a
DIRT ACCESS 0000 °°, 'Ol�° D ----------------------------------------- Y
°, ROAD OOl ---------------------------------Ol °O, DO, -------------- °O -001 —0
ro 7L co, °ODO, °O, 00,✓ -- -- i�
LOD M am c]Oj
0 LUU
r
z 0.00
p^ O \ LO LOD `, � O� LOD LOD IOQ`-
O LOD
LOD / O , OD LOD LOD — LOD
I\ILOD—L--LO —OD , LOD LOD—
'LO
/
00010
i
y 100 16
/ OD DD LOD LOD
°°^ I LOD LOD
L° �'
80 LF OF -------------------------------`-LOD 000PROPOSED 18" RCP
i 1 A 000
i O
'
1 48 LF OF I - 1 - 000
— — PROPOSED 18" RCP0000 V,
J \00.1
I `0000
48 LF OF 7
/ PROPOSED 18" RCP I �00 RI X I
N/F I I I N� 48 LF OF
400* COUNTY OF WAKE I rX PROPOSED GRAVEL o�� z PROPOSED 18" RCP
DB 12945, PG. 1382 �� ACCESS ROAD C1N
/
BM 2008, PG. 251 I \ m I - m C
N I Z
ADDITIONAL ACERAGE FOR ENTRANCE ROAD
EASEMENT
PIN #
OWNER
ACREAGE
1772-57-8253
CHARLES M. YEAGER &
ALECIA P. YEAGER
1.22
1772-57-3207
HELEN M. MAY
0.15
1772-57-0390
HELEN M. MAY
0.13
1772-47-7360
JANICE VARON HOLLOMAN
0.57
1772-37-7223
CHARLES MARTIN YEAGER
& ALECIA P. YEAGER
0.17
L
1�
20 WIDE
- - - PIN # 1772-36-3030 / I ��> L
_ I `� I
;;U CD
p I ��z m WOODED
' "\ / — 1 \ oo � j Iv—i � AREA
L
/ C K D I N
i
WOODED a o o iCD N) N/F I �� COUNTY OF WAKE 4--JAREA C- J D
/ DB 15682, PG. 958
BM 2014 PG. 688
PIN # 1772-66-5568 z U
STREAM FFER
I '
B Z
Olt ON.
N-71
% 2 �
1 �
0
Eq
M
U
o�
1 Doo � OO
J l /
Z
i
N/F
TEDDY R. STRICKLAND
DB 11511, PG. 1096
PIN # 1772-45-6665
1 i U
� 1
1
' / F
/
USGS STREAM
' r CENTERLINE
I 1
I
N/F
CLARENCE E. TODD, JR.
I 1 and KRISTIN M. TODD
1 1 DB 2453, PG. 558
I
PIN # 1772-55-8828
1
It
I
/ o
i
I
r,
LEGEND
WAKE COUNTY GIS CONTOURS
SURVEYED CONTOURS
243 PROPOSED CONTOURS
PROPERTY BOUNDARY
EXISTING WOODED AREA
— - — - — FEMA STREAM CENTERLINE
--------- USGS STREAM CENTERLINE
- - - - - - - - - - FEMA 100 -YEAR FLOODPLAIN
- - - - - - FEMA 500 -YEAR FLOODPLAIN
50' STREAM BUFFER
- - - - - - PROPOSED ACCESS AND UTILITY
FLOOD PRONE SOILS
LOD LOD- LIMITS OF DISTURBANCE
- s, — s, - SILT FENCE AND TREE PROTECTION COMBINATION
^
PERMIT
� NOT FOR CONSTRUCTION
_31-
100 50 0 100 200
SCALE 1"=100'
REVISIONS
Date: 2-26-2016
EC -4
w
V
0
.Q
V
L
�
REVISIONS
Date: 2-26-2016
EC -4

50' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
2"-3" STONE TO BE USED 25' OR WIDTH OF
EXISTING (SURGE STONE OR RAILROAD PROPOSED STREET,
ROADWAY BALLAST) WHICHEVER IS
GREATER.
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
BEFORE ENTERING THE PUBLIC ROAD.
3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
PLAN VIEW SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN
STONE AND REPLACEMENT WITH FRESH STONE.
35' MIN. 15' MIN. NEW CONSTRUCTION -,
EXISTING ROADWAY 12" MIN.
\l
6" MIN. � /�\ �\ �\
\-FABRIC UNDER STONE
CROSS SECTION
1 STANDARD CONSTRUCTION ENTRANCE
SCALE: NOT TO SCALE
Z
ILL
INFLOW Y
Z
STRUCTUR
m
ILL
TIE SKIMMER TO
OUTLET STRUCTURE
SKIMMER
DEWATERING
DEVICE
BAFFLES
PLAN VIEW
1' MIN FREEBOARD
BAFFLES (STD)
INFLOW SKIMMER
STRUCTURE _
ATTACH SKIMMER
DEWATERING ZONE TO OUTLET STRUCTURE
INLET SHALL BE PROTECTED DISSIPATER PAD
(AS NEEDED) FROM EROSION CROSS CMP OUTLET PIPE RIP RAP
WITH RIPRAP, TARP, MATTING SECTION
OR EQUIVALENT.
NOTES:
1) BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESENTING THAT THE BASIN IS HALF -FULL.
2) PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW ACROSS THE BASIN, REDUCING TURBULENCE.
3) BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR A SILT FENCE.
4) MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, SO THIS SHOULD BE READILY AVAILABLE FOR MAINTENANCE.
5) DURING THE CONSTRUCTION PHASE OF THE PROJECT, PERMANENT STORMWATER RISER SHALL ONLY DEWATER FROM THE TOP OF PIPE.
6) POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER.
r d STANDARD SKIMMER BASIN
SCALE: NOT TO SCALE
PLAN VIEW
FENCE AN
BURIED D
6"X6" TRENCH,
BACKFILLED AND
COMPACTED
SECTION VIEW AT OPENING
F, I STANDARD BAFFLES DETAIL
7 j SCALE: NOT TO SCALE
POST
40TES:
I. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE I ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
CROSS SECTION
SUPPORT POST
24" INTRO BOTTOM
OR SIDE
STAKE TO
SUPPORT WI
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
6„ Emir- Ir
MIN
40" MIN.
N 4"
MIN SILT FENCE GEOTEXTILE FABRIC 4"
NO TRESPASSING
FRONT VIEW TREE PROTECTION AREA 3
SIDE VIEW 4
18" MIN. PROHIBIDO ENTRAR
ZONA PROTECTORA PARA 3"
LOS ARBOLES
4"
SIGN DETAIL
MAINTENANCE: CLEAN OUT AT 50% CAPACITY NOT TO SCALE
LIFE OF FENCING: 6-9 MONTHS
NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. 9. SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET FOR
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS & DESIGN CRITERIA.
3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. (HOWEVER FLOW SHALL NOT RUN PARALELL WITH THE TOE OF THE FENCE).
4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. 10. ROOT PRUNE TREES TO REMAIN WHERE CONSTRUCTION ACTIVITIES WILL SEVER ROOTS.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 11. CONTRACTOR SHALL CUT A MINIMUM TWO FEET DEEP TRENCH WITH A ROCK SAW OR
6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. TRENCHER 3 INCHES WIDE ALONG THE LIMITS OF DISTURBANCE, SO AS TO CUT, RATHER
7. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. THAN TEAR PLANT ROOTS. BACKFILL TRENCH WITH SPECIFIED SOIL.
8. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. 12. DO NOT DRIVE EQUIPMENT UPON OR DISTURB THE SOIL WITHIN THE CRITICAL ROOT ZONE
OR TREE PROTECTION FENCE OF EXISTING TREES.
13. FOR TREE PROTECTION AREA LESS THAN 100 FEET IN PERIMETER, PROVIDE NO LESS THAN
ONE SIGN PER AREA.
2 TREE/SILT PROTECTION FENCE
SCALE: NOT TO SCALE
DEWATERING
CONSTRUCTION SPECIFICATIONS
CONCRETE
BLOCK
0
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON - ° ��
ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL °00
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT
LEAST 2 INCHES BELOW THE CREST OF THE STORM --�� -9%o o
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST °
°
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT (�
0
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. �1-210
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ° 0�
ROWS BY PLACING 2x4 WOOD STUDS THROUGH BLOCK °
OPENINGS. -� pk,Of 0
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE °
WIRE MESH WITH 1/2 INCH OPENINGS OVER ALL BLOCK -�
OPENINGS TO HOLD GRAVEL IN PLACE.
GRAVEL FILTER
3. USE CLEAN GRAVEL, 3/4 TO 1/2 INCH IN DIAMETER,
PLACED 2 INCHES BELOW THE TOP OF THE BLOCK ON A
2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN
GRADE. DOT #57 WASHED STONE IS RECOMMENDED.
TEMPORARY
SEDIMENT POOL - - - - - - -
T GRAVEL -
1' MINIMUM FILTER
2' MAXIMUM SEDIMENT
WIRE
SCREEN
d . .>
DEWATERING
I
°d
5 1 STANDARD BLOCK AND GRAVEL DROP INLET PROTECTION
SCALE: NOT TO SCALE
\ 03 / CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW)
\ \\INVERT RIP RAP HEADWALL
\ LOW PIPE
#5 WASHED STONE. V-0" THICK x 3'-0" HIGH MINIMUM
S,
/ l
/ STORAGE AREA
TOP OF SILT
MUST BE AT
ABOVE THE Ti
THE WASHED
STEEL FENCE PO
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57
WASHEDSTONE
BURY WIRE FENCE
AND HARDWARE CLOTH
3' FILTER FABRIC
ON GROUND
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
STANDARD SILT FENCE OUTLET
3 J SCALE: NOT TO SCALE
STANDARD METAL POSTS
2'-0" IN GROUND
DRAINAGE AREA MAY NOT
EXCEED 1 ACRE.
STEEL FENCE U
POST I
SET MAX
2' APART
MIN. 18"
INTO SOLID
GROUND
8' MAX.
10 -year
Design
Flow (cfs)
CO 0
CQ 0
Zone
PLASTIC OR
WIRE TIES
STEEL POST
Width of
Apron (ft)
P-1
WOVEN WIRE FABRIC
1
11,000
WARNING SIGN
NO TRESPASSING
TREE PROTECTION AREA
MIN. 12-1/2 GA.
4
T FENCE
INTERMEDIATE
0.6
PROHIBIDO ENTRAR
WIRES
V
ZONA PROTECTORA PARA
4
FILL SLOPE
N° MIN. 10 GA.
LOS ARBOLES
8
M LINE WIRES
3
Class 1 Rip Rap
9
SILT FENCE FABRIC
PO -4
w
INSTALLED TO SECOND
o c
�- GRADE
WIRE FROM TOP I
GRADE
i
6„ Emir- Ir
MIN
40" MIN.
N 4"
MIN SILT FENCE GEOTEXTILE FABRIC 4"
NO TRESPASSING
FRONT VIEW TREE PROTECTION AREA 3
SIDE VIEW 4
18" MIN. PROHIBIDO ENTRAR
ZONA PROTECTORA PARA 3"
LOS ARBOLES
4"
SIGN DETAIL
MAINTENANCE: CLEAN OUT AT 50% CAPACITY NOT TO SCALE
LIFE OF FENCING: 6-9 MONTHS
NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. 9. SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET FOR
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS & DESIGN CRITERIA.
3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. (HOWEVER FLOW SHALL NOT RUN PARALELL WITH THE TOE OF THE FENCE).
4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. 10. ROOT PRUNE TREES TO REMAIN WHERE CONSTRUCTION ACTIVITIES WILL SEVER ROOTS.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 11. CONTRACTOR SHALL CUT A MINIMUM TWO FEET DEEP TRENCH WITH A ROCK SAW OR
6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. TRENCHER 3 INCHES WIDE ALONG THE LIMITS OF DISTURBANCE, SO AS TO CUT, RATHER
7. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. THAN TEAR PLANT ROOTS. BACKFILL TRENCH WITH SPECIFIED SOIL.
8. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. 12. DO NOT DRIVE EQUIPMENT UPON OR DISTURB THE SOIL WITHIN THE CRITICAL ROOT ZONE
OR TREE PROTECTION FENCE OF EXISTING TREES.
13. FOR TREE PROTECTION AREA LESS THAN 100 FEET IN PERIMETER, PROVIDE NO LESS THAN
ONE SIGN PER AREA.
2 TREE/SILT PROTECTION FENCE
SCALE: NOT TO SCALE
DEWATERING
CONSTRUCTION SPECIFICATIONS
CONCRETE
BLOCK
0
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON - ° ��
ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL °00
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT
LEAST 2 INCHES BELOW THE CREST OF THE STORM --�� -9%o o
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST °
°
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT (�
0
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. �1-210
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ° 0�
ROWS BY PLACING 2x4 WOOD STUDS THROUGH BLOCK °
OPENINGS. -� pk,Of 0
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE °
WIRE MESH WITH 1/2 INCH OPENINGS OVER ALL BLOCK -�
OPENINGS TO HOLD GRAVEL IN PLACE.
GRAVEL FILTER
3. USE CLEAN GRAVEL, 3/4 TO 1/2 INCH IN DIAMETER,
PLACED 2 INCHES BELOW THE TOP OF THE BLOCK ON A
2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN
GRADE. DOT #57 WASHED STONE IS RECOMMENDED.
TEMPORARY
SEDIMENT POOL - - - - - - -
T GRAVEL -
1' MINIMUM FILTER
2' MAXIMUM SEDIMENT
WIRE
SCREEN
d . .>
DEWATERING
I
°d
5 1 STANDARD BLOCK AND GRAVEL DROP INLET PROTECTION
SCALE: NOT TO SCALE
\ 03 / CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW)
\ \\INVERT RIP RAP HEADWALL
\ LOW PIPE
#5 WASHED STONE. V-0" THICK x 3'-0" HIGH MINIMUM
S,
/ l
/ STORAGE AREA
TOP OF SILT
MUST BE AT
ABOVE THE Ti
THE WASHED
STEEL FENCE PO
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57
WASHEDSTONE
BURY WIRE FENCE
AND HARDWARE CLOTH
3' FILTER FABRIC
ON GROUND
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
STANDARD SILT FENCE OUTLET
3 J SCALE: NOT TO SCALE
STANDARD METAL POSTS
2'-0" IN GROUND
DRAINAGE AREA MAY NOT
EXCEED 1 ACRE.
STEEL FENCE U
POST I
SET MAX
2' APART
MIN. 18"
INTO SOLID
GROUND
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
GALVANIZED HARDWARE WIRE
EXTENDS TO THE TOP OF BOX.
`- (19 GUAGE, 1/4" MESH OPENINGS.)
0p0� _6 c ff��
0Gp 0 0
o0 0Opo 0 0
6�
0o p00
00
0 2:1
��O 0000po o Q 0 �0 p00 0Oo° 0 °Oo00°00
o Og0 0o °0
�o (� 0 pp 0 0 --�
V d/ - 0 0 0
o 0 q) oo p
CO 000 vb 0 0 0 0 o0
'w 0 0 00 � o Q0 OO 00
0 0 000
0
QO (�^ oo,�y� ° o ,0(� 000.Q cP n0o°o°
(D CCP opo 0°0o0o0_pV�wOq0000 0000 -LS OpVgo"o0o000o�lSo o�
# 57 WASHED STONE PLACED TO A
HEIGHT OF 16" MIN. ABOVE
TOP OF BOX
6 STANDARD CATCH BASIN/YARD INLET PROTECTION
SCALE: NOT TO SCALE
W ' NATURAL GRADE
RIP -RAP _-
M=3 (MIN)
` 4" #57 WASHED STONE
PERSPECTIVE VIEW NOTE: MINIMUM H=2/3 LAYER OF FILTER FABRIC, GTF -150 OR EQUAL
NO SCALE PIPE DIAMETER.
/ SECTION B-6
Rio Rao Outlet Protection Table
SEDIMENT STORAGE
AREAS TO BE DISTURBED RIP RAP
(CUT, FILL, ETC.) FLOOD STORAGE ZONE HEADWALL
11
II III \ PIPE NATURAL GROUND
F�Ow 1 INVERT
1.5' 3
-----FLOW � -----
1.5'
ITf.
CLASS 1 RIP -RAP
MAXIMUM SEDIMENT DEPTH #5 WASHED STONE
(CLEAN OUT POINT)
SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE
NO SCALE
8 STANDARD HORSESHOE INLET PROTECTION
SCALE: NOT TO SCALE
Pipe Label
ci
10 -year
Design
Flow (cfs)
CO 0
CQ 0
Zone
Stone Type
Length of
Apron La
(ft)
Width of
Apron (ft)
P-1
a
1
11,000
1
Class A Rip Rap
5
4
T FENCE
15 -inch
0.6
p p
ODC
1
V
o
4
P-3
Dual 18 -inch
8
12.13
3
Class 1 Rip Rap
9
12
PO -4
w
37.5
o c
6
J
30
O
PO -21
18 -inch
3
6.78
1
Class A Rip Rap
6
5
PO -23
18 -inch
11
6.27
1
Class A Rip Rap
w
5
�
18 -inch
1.1
14.01
3
Class 1 Rip Rap
12
5
7
L
18 -inch
4.3
14.14
3
Class 1 Rip Rap
12
5
�
s
39.15
19.42
6
Class 2 Rip Rap
20
G
PO -18
4-1
0)
O
2
WCD
12
6
PO -30
18 -inch
2.3
6.65
1
Class A Rip Rap
6
5
PO -32
18 -inch
1.1
6.07
1
Class A Rip Rap
6
m
PO -34
15 -inch
1
5.38
1
H -I
o
Z
CnCV
t°
PO -36
15 -inch
v
4.66
BURY WIRE FENCE,
Class A Rip Rap
5
p
Q
FILTER FABRIC,
C#)
U
O
O
AND HARDWARE
04
4)z
4.1
-S,-
CLOTH IN TRENCH
C7 •q"
A 1
i
co
U
a
[�
V
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
GALVANIZED HARDWARE WIRE
EXTENDS TO THE TOP OF BOX.
`- (19 GUAGE, 1/4" MESH OPENINGS.)
0p0� _6 c ff��
0Gp 0 0
o0 0Opo 0 0
6�
0o p00
00
0 2:1
��O 0000po o Q 0 �0 p00 0Oo° 0 °Oo00°00
o Og0 0o °0
�o (� 0 pp 0 0 --�
V d/ - 0 0 0
o 0 q) oo p
CO 000 vb 0 0 0 0 o0
'w 0 0 00 � o Q0 OO 00
0 0 000
0
QO (�^ oo,�y� ° o ,0(� 000.Q cP n0o°o°
(D CCP opo 0°0o0o0_pV�wOq0000 0000 -LS OpVgo"o0o000o�lSo o�
# 57 WASHED STONE PLACED TO A
HEIGHT OF 16" MIN. ABOVE
TOP OF BOX
6 STANDARD CATCH BASIN/YARD INLET PROTECTION
SCALE: NOT TO SCALE
W ' NATURAL GRADE
RIP -RAP _-
M=3 (MIN)
` 4" #57 WASHED STONE
PERSPECTIVE VIEW NOTE: MINIMUM H=2/3 LAYER OF FILTER FABRIC, GTF -150 OR EQUAL
NO SCALE PIPE DIAMETER.
/ SECTION B-6
Rio Rao Outlet Protection Table
SEDIMENT STORAGE
AREAS TO BE DISTURBED RIP RAP
(CUT, FILL, ETC.) FLOOD STORAGE ZONE HEADWALL
11
II III \ PIPE NATURAL GROUND
F�Ow 1 INVERT
1.5' 3
-----FLOW � -----
1.5'
ITf.
CLASS 1 RIP -RAP
MAXIMUM SEDIMENT DEPTH #5 WASHED STONE
(CLEAN OUT POINT)
SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE
NO SCALE
8 STANDARD HORSESHOE INLET PROTECTION
SCALE: NOT TO SCALE
Pipe Label
Pipe Size
10 -year
Design
Flow (cfs)
Full Flow
Velocity
(fps)
Zone
Stone Type
Length of
Apron La
(ft)
Width of
Apron (ft)
P-1
15 -inch
1
3.81
1
Class A Rip Rap
5
4
P-2
15 -inch
0.6
3.81
1
Class A Rip Rap
5
4
P-3
Dual 18 -inch
8
12.13
3
Class 1 Rip Rap
9
12
PO -4
Dual 36 -inch
37.5
29.82
6
Class 2 Rip Rap
30
15
PO -21
18 -inch
3
6.78
1
Class A Rip Rap
6
5
PO -23
18 -inch
11
6.27
1
Class A Rip Rap
6
5
PO -25
18 -inch
1.1
14.01
3
Class 1 Rip Rap
12
5
PO -3
18 -inch
4.3
14.14
3
Class 1 Rip Rap
12
5
DUAL 24" CULVERT
24 -inch
39.15
19.42
6
Class 2 Rip Rap
20
12
PO -18
24 -inch
3
5.41
2
Class B Rip Rap
12
6
PO -30
18 -inch
2.3
6.65
1
Class A Rip Rap
6
5
PO -32
18 -inch
1.1
6.07
1
Class A Rip Rap
6
5
PO -34
15 -inch
1
5.38
1
Class A Rip Rap
5
4
PO -36
15 -inch
2.6
4.66
1
Class A Rip Rap
5
4
9 RIPRAP OUTLET PROTECTION
SCALE: NOT TO SCALE
SEE DENR STANDARDS & SPECS.
FOR COMPLETE DESIGN CRITERIA & MAINTENANCE
CONSTRUCTION SPECIFICATIONS
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED
LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE
SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL LOW AREAS
IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE
RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS
SHOWN ON THE PLANS.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY
PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY
REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE
DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP SO THE TOP LAYER IS
ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE,
REPLACE THE ENTIRE FILTER CLOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE
FILTER.
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE
DIAMETER.
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD,
ANGULAR, HIGHLY WEATHER -RESISTANT AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE
TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR
SLIGHTLY BELOW R.
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEMNG STREAM AND
PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE
CONDMONS, PLACE R IN THE UPPER SECTION OF THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION
(PRACTICES 6.10, TEMPORARY SEEDING, AND 6.11, PERMANENT SEEDING).
MAIINTENAINSPECT R CE
OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS
TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE.
NOTES:
1. CLASS OR MEDIAN SIZE OF RIP -RAP AND LENGTH, WIDTH AND DEPTH OF APRON TO BE DESIGNED BY
THE ENGINEER.
2. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
3. RIP -RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR
CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 3:1 AND A HEIGHT NOT LESS THAN TWO
THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT. 4. THERE SHALL BE NO OVERFLOW FROM THE END OF
THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL THE AREA TO BE PAVED OR RIP -RAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH
THE SURFACE OF THE RECEIVING CHANNEL THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE
DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING
CHANNEL MAXIMUM TAPER TO RECEIVING CHANNEL 5:1.
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE
ALLOWED.
PERMIT SET
NOT FOR CONSTRUCTION
'WIWI
CTI
W
0
L
46-J
0
U
_0
cri
_0
W
'I'1D
2.Z,
'sYb•. •G
=. O .. •'OAC. ��`
W
W
W
L
W
L
Zv
Z
�W
.W^
V 1
0
.Q
V
L
�
as
REVISIONS
Date: 2-26-2016
EC- 5

2' SHOULDER
TIE INTO VARIES;
EXISTING GRADE MINIMUM 4'
14
P
E
� 1 PROPOSED GRAVEL ROAD
SCALE: NOT TO SCALE
LEVEL SPREADER LIP
SURGE
STONE ON,
FILTER I
o ��,FABRIC
SLOP
_ VEGETATIVE _ _ 50' BUFFER _
r FILTER STRIP
PLAN VIEW
r STANDARD LEVEL SPREADER
1 SCALE: NOT TO SCALE
LONGITUDINAL ANCHOR
10' TRAVEL LANE
-III=IIIDII - SPREADER LIP
REINFORCED CHANNEL
L
Z
4" PERFORATED HDPE PIPE
WRAPPED IN FILTER FABRIC
I
r2_'\ \ CONCRETE
SIF 1 -off P
NOTES:
1. CHECK SLOTS TO BE
it
\rs • ����� CONSTRUCTED AT 25' INTERVALS.
12
\\� ° ������� 2. ALL MATTING TO BE SECURED
WITH WOODEN STAKES ACCORDING
TO THE SPECIFICATIONS AT 5'
TERMINAL SLOPE AND CHANNEL INTERVALS.
3. FABRIC OVERLAP WHEN 2 ROWS
TRENCH ANCHOR TRENCH OF MATERIAL ARE USED SHALL BE
PLACED WITH THE UPPER ROW OF
MATERIAL PLACED OVER THE
LOWER ROW OF MATERIAL.
4. TRENCH MATTING AT TOP AND
TAKE AT 3'-5'P BOTTOM OF MAT AS SHOWN IN
INTERVALS DETAIL
5. OVERLAP FABRIC IN DIRECTION OF
FLOW WITH MATTING UPSTREAM ON
OF
OWILL BTE ENSTALLED
AM MAT.
6. MNG
a
U' ACCORDING TO THE
SPECIFICATIONS. OA
CHECK SLOT AT 25'
INTERVALS (MIN)
WOODEN
STAKES
ISOMETRIC VIEW
INITIAL CHANNEL ANCHOR TRENCH INTERMITTENT CHECK SLOT
6 TYPICAL MATTING INTALLATIONSCALE: NOT TO E
20' GRAVEL ROADWAY
OF SURGE STONE
F 0* PAA ry
1 "-6"" 3'-0"
10' TRAVEL LANE
6" ABC CRUSHER RUN ROC I4% SLO
COMPACTED SUBGRADE-95% K
SPD
VEGETATIVE FILTER STRIP
"- RECEIVING
- STREAM
LEVEL SPREADER CROSS SECTION
NOTES:
1. INSPECT AFTER EACH RAINFALL, UNTIL VEGETATION IS
WELL ESTABLISHED, AND MAKE ANY NECESSARY
REPAIRS; AFTERWARDS, INSPECT PERIODICALLY AND
KEEP VEGETATION HEALTHY AND MAINTAINED.
2. THE LEVEL SPREADER SHALL BE CONSTRUCTED WITH
A UNIFORM SLOPE OF ZERO PERCENT (OR LEVEL).
Table 6.10a Temporary Seeding Specifications for Winter and Early
Spring
Seeding mixture Species Rate (Ib/acre)
Rye (grain) 120
Seeding dates
Mountains >2500ft 15 -Feb to 15 -May
<2500 ft 1 -Feb to 1 -May
Piedmont 1 -Jan to 1 -May
Coastal Plain 1 -Dec to 15 -Apr
Soil amendments
Follow recommendations of soil tests or apply 2 ton/acre ground
agricultural limestone and 750lb/acrea 10-10-10 fertilizer
Mulch
Apply 4,000lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. Use 400 gallons of tack per acre
or straw covered with pinned netting.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and
mulch immediately following erosion or other damage.
Table 6.10b Temporary Seeding Specifications for Summer
Seeding mixture Species Rate(lb/acre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangrass
may be substituted at a rate of SOlb/acre.
Seeding dates
Mountains 15 -May to 15 -Aug
Piedmont 1 -May to 15 -Aug
Coastal Plain 15 -Apr to 15 -Aug
Soil amendments
Follow recommendations of soil tests or apply 2 ton/acre ground
agricultural limestone and 750lb/acrea 10-10-10fertilizer
Mulch
Apply 4,000lb/acre straw. Anchor straw by tacking with asphalt,
netti ng or a mulch anchoring tool. Use 400 gallons of tack per acre
or straw covered with pinned netting.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and
mulch immediately following erosion or other damage.
Table 6.10c Temporary Seeding Specifications for Fall
Seeding mixture Species Rate (Ib/acre)
Rye (grain) 120
In the Piedmont and Mountains, a small -stemmed Sudangrass
maybe substituted ata rate of 501 b/acre.
Seeding dates
Mountains 15 -Aug to 15 -Dec
Coastal Plain and 15 -Aug to 30 -Dec
Piedmont
Soil amendments
Follow recommendations of soil tests or apply 2 ton/acre ground
agricultural limestone and 750lb/acrea 10-10-10 fertilizer
Mulch
Apply 4,000lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. Use 400 gallons of tack per acre
or straw covered with pinned netting.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with
SOIb/acre of nitrogen in March. If it is necessary to extent
temporary cover beyond June 15, overseed with 50lb/acre Kobe
(Piedmont and Coastal Plain)
late Februaror early March.
2'SHOULDER
VARIES;
MINIMUM 4'
44PE
TIE INTO
ISTING GRADE
MINIMUM
V DEPTH
SOLID PIPE
WRAPPED WITH ADS 1201 FILTER FABRIC
OR APPROVED EQUAL, FLOW RATE NOT TO
EXCEED 75 GPM/SF
FRENCH DRAIN CROSS SECTION
4 1 TYPICAL FRENCH DRAIN DETAIL
SCALE: NOT TO SCALE
Permanent seeding see specifications. Temporary seed will be seeded
Use this table if not otherwise specified. with permanent seed as a nurse crop.
Permanent Seeding Mixture
Seed Mixtures Planting Rates
Blend of 50% KY -31 Tall fescue and 50%
mixture of two or more turf -type tall fescues 200-250 lbs/acre
Or
Blend of three or more turf -type tall fescues 200-250 lbs/acre
Seeding Dates Best Possible
Aug. 25 - Sept. 15 Aug. 20 - Oct. 25
Feb 1 - March 31
The above vegetation are those which do well under local conditions: other seeding rate
combinations are possible. Seeding mix shall be approved by the Engineer before
seeding of the project starts.
71
TEMPORARY SEEDING SPECIFICATIONS
SCALE: NOT TO SCALE
NOTES:
1. DEPLOY EROSION CONTROLS AS NEEDED.
2. PERFORM ROUTINE INSPECTION TO
INCLUDE REMOVAL OF LOOSE SOIL
TRACKED ONTO BRIDGE BY EQUIPMENT
AND INSPECTION OF STREAMBANKS FOR
STABILITY.
3. MATS SHALL BE POSITIONED TO RETAIN
THE NATURAL STREAM
CHARACTERISTICS.
4. MATS LAID PERPENDICULAR TO THE
STREAM CAN BE SUBSTITUTED WITH
PRE -FABRICATED BRIDGE STRUCTURES
AS SPAN LENGTHS DICTATE OR AT THE
APPROVAL OF THE DESIGNER.
MIN.
CO 0
CQ 0
ci
010
a ,I
^ Z_[- M
A-0011 -
JOINT FILLERCIDCD
O
NOTE: MAINTAIN 50' MAX. BETWEEN V-6"
J O O
1/8" RADIUS (TYP.)� JOINTS OR AT ALL RIGID OBJECTS. 1'-0" 6" W W W N O
Lo.
o-
r- - - - - - - - - - -
1 /2„
FRONT ELEVATION
TRANSVERSE EXPANSION JOINT A fJ
6„
6. o°° 08:701! �.
,000000 000 0' 000 10 ,• ° 1
oo0a�a000�00�°0 cOo�$C�.��c�o�
A.B.C. UNDER STANDARD
CURB & GUTTER
2 CONCRETE CURB AND GUTTER
SCALE: NOT TO SCALE
COMBINATION CURB AND GUTTER AS CALLED FOR ON PLANS W Q) O
CONCRETE
WASHOUT
BERM SIGN
ca
4-1
COUGoa M V S z
11170 Z
NOTES:
1. CONCRETE SHALL BE 3,000 P.S.I.
2. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS.
(A 15' SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.)
3. FINISH ALL CONCRETE WITH CURING COMPOUND.
4. REFER TO NCDOT DETAIL 846.01 FOR CURB AND GUTTER
SUPERELEVATION RATES.
BERM -
CONCRETE WASHOUT AREA PLAN
12" TYPICAL COMPACTED BERM
WIDTHAROUND THE
p.•,1 PERIMETER SLOPE
UNDISTURBED ` DAO MIN.
OR COMPACTED
SOIL
SECTION A
CONCRETE WASHOUT AREA
5 CONCRETE TRUCK CLEAN OUT PIT
SCALE: NOT TO SCALE
Y Y TIMBER MAT
a STREAM BAN
0° 0° (AS NEEDED)
STREAM
PLAN
AS REQU
MIN.
8 TEMPORARY STREAM CROSSING BRIDGE MATS
SCALE: NOT TO SCALE
GRAVE
PAD
L
Op
W CD
W
3" RADIUS
1/2" RADIUS
A '
4-J
coo
Z
v
z
W
1/8" RADIUS �
3" RADIUS
0
C
O
■Q
V
? 00
L
�
NOTES:
4-1O J
-
SEE CONSTRUCTION PLANS VIEW FOR CONCRETE WASH
c
dd
OUT AREA (CWA) LOCATION.
O
CID
V-4
2.
DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY
W ��
■
Q
°a
as4
a
(D
'
04
NOT LOCATE WITHIN 1000' OF ANY WELLS OR DRINKING
q, W
Ri /(3 1
U
•5
m
• _
C4 C:
SECTION A -A
O
SITE, THE CWA MUST BE INSTALLED WITH AN
SIDE ELEVAl10Nz
�
L
qJ
MODIFIED CURB AND GUTTER
SURFACE STORAGE ALTERNATIVES USING PREFABRICATED
1-� W
p"
QJ
USE IN ALL PARKING AREAS
Z
>� Z
STORAGE SHOULD BE USED.
THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE
Ln �z
COMBINATION CURB AND GUTTER AS CALLED FOR ON PLANS W Q) O
CONCRETE
WASHOUT
BERM SIGN
ca
4-1
COUGoa M V S z
11170 Z
NOTES:
1. CONCRETE SHALL BE 3,000 P.S.I.
2. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS.
(A 15' SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.)
3. FINISH ALL CONCRETE WITH CURING COMPOUND.
4. REFER TO NCDOT DETAIL 846.01 FOR CURB AND GUTTER
SUPERELEVATION RATES.
BERM -
CONCRETE WASHOUT AREA PLAN
12" TYPICAL COMPACTED BERM
WIDTHAROUND THE
p.•,1 PERIMETER SLOPE
UNDISTURBED ` DAO MIN.
OR COMPACTED
SOIL
SECTION A
CONCRETE WASHOUT AREA
5 CONCRETE TRUCK CLEAN OUT PIT
SCALE: NOT TO SCALE
Y Y TIMBER MAT
a STREAM BAN
0° 0° (AS NEEDED)
STREAM
PLAN
AS REQU
MIN.
8 TEMPORARY STREAM CROSSING BRIDGE MATS
SCALE: NOT TO SCALE
GRAVE
PAD
L
Op
L
W
A '
4-J
coo
Z
v
z
W
0
C
O
■Q
V
U
L
�
NOTES:
1.
SEE CONSTRUCTION PLANS VIEW FOR CONCRETE WASH
OUT AREA (CWA) LOCATION.
O
v I
2.
DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY
■
Q
NATURAL DRAINAGE CONVEYANCE OR WATER BODY. DO
'
NOT LOCATE WITHIN 1000' OF ANY WELLS OR DRINKING
WATER SOURCES. IF SITE CONSTRAINTS MAKE THIS
INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON
O
SITE, THE CWA MUST BE INSTALLED WITH AN
IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR
L
SURFACE STORAGE ALTERNATIVES USING PREFABRICATED
UJ
CONCRETE WASHOUT DEVICES OR A LINE ABOVE GROUND
3.
STORAGE SHOULD BE USED.
THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE
✓EL
PLACEMENT ON SITE.
4.
CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS
AT LEAST 8' BY 8'. SLOPES LEADING OUT OF THE
SUBSURFACE PIT SHALL BE 3:1 OR FLATTER. THE PIT
SHALL BE AT LEAST 3' DEEP.
5.
BERM SURROUNDING SIDES AND BACK OF THE CWA
SHALL HAVE MINIMUM HEIGHT OF 1'
;
6.
VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS
►�t
7.
THE CWA
SIGNS SHALL BE PLACED AT THE CONSTRUCTION
`
""�••
����P,
,6'b''
ENTRANCE, AT THE CWA, AND ELSEWHERE AS
NECESSARY TO CLEARLY INDICATE THE LOCATION OF
THE CWA TO OPERATORS OF CONCRETE TRUCKS AND
_ Q;�
2:Z
PUMP RIGS.
: U .ct1
c�
8 >.8.
USE EXCAVATED MATERIAL FOR PERIMETER BERM
CONSTRUCTION.
�'�,
• ••0�.`��
CWA
MAINTENANCE NOTES
_
1.
THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED
AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE
WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT,
SHALL BE REMOVED ONCE THE MATERIALS HAVE
REACHED A DEPTH OF 2'.
2.
CONCRETE WASHOUT WATER, WASTED PIECES OF
CONCRETE, AND ALL OTHER DEBRIS IN THE SUBSURFACE
PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A
WATER -TIGHT CONTAINER AND DISPOSED OF PROPERLY.
3.
THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE
n
FOR THE PROJECT IS PLACED.
4.
WHEN THE CWA IS REMOVED, COVER THE DISTURBED
/
AREA WITH TOP SOIL, SEED AND MULCH, OR OTHERWISE
STABILIZED IN A MANNER APPROVED BY THE LOCAL
JURISDICTION.
TOP ELEVATION OF STORMWATER
#5 WASHED
�-1Ttr STONE /
EXISTING SLOPE
CONSTRUCTION NOTES:
HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
#1 RIP -RAP'
VARIES
SIDE VIEW
EXI STING
GROUND
STEP SEQUENCE
RAP
REVISIONS
FRONT VIEW
NOTE:
REMOVE SEDIMENT ACCUMULATION FROM BEHIND CHECK DAMS
TO PREVENT DAMAGE TO CHANNEL VEGETATION. FLOW SHOULD
BE MAINTAINED THROUGH THE DAM.
PERMIT SET ate: 2-26-2016
STANDARD CHECK DAM NOT FOR C O N STR U CT I O N
9 SCALE: NOT TO SCALE EC 6
W
L
W
4-J
coo
Z
v
z
W
Ln
O
■Q
V
L
�
as
REVISIONS
FRONT VIEW
NOTE:
REMOVE SEDIMENT ACCUMULATION FROM BEHIND CHECK DAMS
TO PREVENT DAMAGE TO CHANNEL VEGETATION. FLOW SHOULD
BE MAINTAINED THROUGH THE DAM.
PERMIT SET ate: 2-26-2016
STANDARD CHECK DAM NOT FOR C O N STR U CT I O N
9 SCALE: NOT TO SCALE EC 6

343 REBARS 15"
TOP OF CURB 8' LONG
FOR SLOPE T °' GROUT
12 3/4" REQ.'S SEE 6" 6" 6" I �IN PLACE
16" 7" NOTE 1.
21 1/4"
DOppO p00
DNODOOSD
FLOW LINE 2-2" PIPES 22"
o LONG ON A 3' 2' 1 1/2"
2-2" G.I. PIPE OR PVC PIPE SLOPE -16" BELOW
8" MIN.,OVER 12' DEEP 12" MIN. TOP OF C.B. 41
UP TO 6' FROM TOP OF CURB.
8" MINIMUM, 2'-6"MIN.
5' OVER 12' DEEP 8"
12" MINIMUM UP TO
6' FROM TOP OF CURB.
�
�I115" IF STRUCTURE IS 15" TYP.
GREATER THAN 12'
DEEP,FOOTING IS
TO EXTEND 6"
BEYOND THE STRUCTURE
° 1/2' D
3000 ° a ° ° ° 6"
°
P.S.I.
CONC.° 1/2' D
1/2' D� °
f UP TO 12' DEEP 3000 PSI CONCRETE
12" OVER 12' DEEP NOTES:
6" 64" 1) THE SLOPE OF THE GUTTER TO
THE CATCH BASIN ON THE UPHILL
SIDE SHALL BEGIN 10' FROM THE
THE CATCH BASIN. THE SLOPE OF
STANDARD C.B. STEP THE GUTTER TO THE CATCH BASIN
ON THE DOWNHILL SIDE,
SHALL BEGIN 10' FROM
SLIP RESISTANT THE CATCH BASIN.
CLEATS❑�� #3 pR 4 2) STEPS SHALL BE INSTALLED IN
K REB CORROSION ALL CATCH BASINS OVER TIN DEPTH.
RESISTANT DEPTH SHALL BE MEASURED FROM THE
T I i ® MATERIAL TOP OF THE GUTTER TO THE INVERT
000 000 12" (RUBBER) OF THE CATCH BASIN.
(PLASTIC)
3) SOLID CONCRETE BRICKS MAY BE
SIDE ELEVATION SECTION A -A USED IN 4X4X8 OR 4X8X16 SIZES.
PLAN ELEVATION
4)NCDOT APPROVED PRECAST
CONCRETE BOXES ACCEPTABLE
USING STANDARD 5' CASTINGS.
5) DOMESTIC CASTING REQUIRED WITHIN
5' CATCH BASIN STREET RIGHT OF WAY.
1 SCALE: NOT TO SCALE
GENERAL NOTES:
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42"
AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN
ENDWALL LENGTH.
CONSTRUCT BOTTOM SLAB WITH FORMS.
DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
USE CLASS "B" CONCRETE.
O
Z
Z 0 z
rrm
C m =
m r�
o
rzy
_mv z
n D
m m r v
n D
C
0 r z
C N 0
m N -n
m Z =
N r
m
838.01
COVER CAST IN FLUSH TO BE CONSTRUCTED
WITH TOP SLAB FROM BLOCK OR
PREFORM 4'
15" RCP PRIMARY
6„
OUTLET PIPE
WEIR S219.50 FT PILLWAY TO LEVEL SPREADER
1 OPENING ON SOUTH INV.= FACE OO
NORTH FACE BOX
FACE OF BOX
-3 FT. IN LENGTH - - - - -
fir
NOTES: - - - -
1. SHOP DRAWING TO BE
SUBMITTED BY CONTRACTOR AND
CERTIFIED BY STRUCTURAL ENGINEER
FOR APPLICATION.
NO HO
1 P DRAWING TO BE SUBMITTED
BY CONTRACTOR AND CERTIFIED BY SECTION X -X
STRUCTURAL ENGINEER FOR
APPLICATION.
MINIMUM 2.35'I I INV.=Z14.0U h I
NORTH FACE OF BOX
IN BOTTOM OF STRUCTURE
SECTION X -X
INV.=214.65 FT.
(SOUTH FACE OF BOX)
PLAN VIEW
PROPOSED OUTLET STRUCTURE -I
2 (SCHEMATIC 4' x 4' OPEN THROAT OUTLET STRUCTURE)
SCALE: NOT TO SCALE
!� SLOPE AS INDICATED ON PLANS
PLACE GROOVE OR
BELL END OF PIPE 9 /
TO FACE OF WALL /
\ S
I I I I t N-
I I I I = o �-
I CONC.
PIPE � #4 -BARS
F�
P LAN 12"
B
FOOTING
(IF CONST. JOINT IS USED) DOWEL
G M G END ELEVATION BAR - "X"
I I
I I
I I
L DOWEL
OPTIONAL CONSTRUCTION JOINT
ELEVATION
*SEE SHEET 3
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
4 SCALE: NOT TO SCALE
z
O O
H �
aQ
HC��V
LL -j
O O OLu < =
� Z
a"°C00
H
Cn1-LL. OJ
O O U)<
Z H CC
1 CL~
0 0
W
J CO)
Z Lu
0 0 > "'
0
rl c = O
O
O
_ LL
J WW
O J a CL
CC N I -I
0 3 °' a
W
U) W ca
cc/)
W ~
C7 c
LU v Z 0
Z z T
0
838.01
X
COVER CAST IN FL
WITH TOP SLAB
ELEV.=227.50 FT
ONE OPENING ON WE
FACE OF BOX
-3 FT. IN LENGTH
OUTLET PIPE
INV.=225.00 FT
EAST FACE OF BO)
Y
ci
3 FT. WEIRSPILLWAY
WEST FAC
DIMENSIONS AND CONCRETE QUANTITIES
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
PIPE
USING CONCRETE PIPE
TOP SLAB
DIMENSIONS
S�
SINGLE PIPE
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
D
COMMON DIMENSIONS
DOUBLE PIPE
DOUBLE PIPE
LOC.
DIA.
15"
18"
24"
30" 36" 42"
48"
15"
18"
24"
30"
36"
42"
48"
21/4"
BARS
"X"
"X"
"X"
"X" "Xr" "X"
Y*
"X"
Y*
"X"
"X"
"X"
"X"
"X"
"X r"
Y*
"X r"
Y*
G
QTY.
2
2
3
3 4 4
2
5
2
2
2
3
3
4
4
2
5
2
M OTY. - - - - - -
2'-B"
1 1 2 2 2 2
3
EKE QTY. 2 2 3 3 4 4
5
2 2 3 3 4 4
5
TOTAL LBS.
9
9
14
14 19 55
65
12
12
19
19
23
77
92
*SEE SHEET 3
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
4 SCALE: NOT TO SCALE
z
O O
H �
aQ
HC��V
LL -j
O O OLu < =
� Z
a"°C00
H
Cn1-LL. OJ
O O U)<
Z H CC
1 CL~
0 0
W
J CO)
Z Lu
0 0 > "'
0
rl c = O
O
O
_ LL
J WW
O J a CL
CC N I -I
0 3 °' a
W
U) W ca
cc/)
W ~
C7 c
LU v Z 0
Z z T
0
838.01
X
COVER CAST IN FL
WITH TOP SLAB
ELEV.=227.50 FT
ONE OPENING ON WE
FACE OF BOX
-3 FT. IN LENGTH
OUTLET PIPE
INV.=225.00 FT
EAST FACE OF BO)
Y
ci
3 FT. WEIRSPILLWAY
WEST FAC
DIMENSIONS AND CONCRETE QUANTITIES
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
PIPE SPAN WIDTH HEIGHT
USING CONCRETE PIPE
TOP SLAB
DIMENSIONS
S�
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
D
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S L
YD'
M
L
YD3
15"
3'-3"
1'-8"
2'-9"
21/4"
91/2" 5'-6"
0.7
2'-2"
7'-8"
1.0
18"
3'-7" V-10"
3'-2"
2142"
10" 6'-4"
1.0
2'-7"
8'-11"
1.3
24"
4'-2"
2'-1"
4'-0"
3"
10" 8"-01"
1.5
3'-5"
11'-5"
2.0
30"
5'-0"
2'-6"
4'-7"
41/4"
111/2" 9'-2"
2.3
4'-3"
13'-5"
3.1
36"
5'-8"
2'-B"
5'-6"
43/4
11Y2° 11'-0"
3.4
5'-0"
16'-0"
4.5
42"
6'-2"
3'-1"
6'-4"
5114
111/2 12'-8"
4.5
5'-10" 1B'-6"
6.0
48"
6'-9"
3'-5
7'-2"
53/4
111/2," 14'-4"
6.0
6'-8"
21'-0"
8.0
*SEE SHEET 3
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
4 SCALE: NOT TO SCALE
z
O O
H �
aQ
HC��V
LL -j
O O OLu < =
� Z
a"°C00
H
Cn1-LL. OJ
O O U)<
Z H CC
1 CL~
0 0
W
J CO)
Z Lu
0 0 > "'
0
rl c = O
O
O
_ LL
J WW
O J a CL
CC N I -I
0 3 °' a
W
U) W ca
cc/)
W ~
C7 c
LU v Z 0
Z z T
0
838.01
X
COVER CAST IN FL
WITH TOP SLAB
ELEV.=227.50 FT
ONE OPENING ON WE
FACE OF BOX
-3 FT. IN LENGTH
OUTLET PIPE
INV.=225.00 FT
EAST FACE OF BO)
Y
OUTLET PIPE
TO LEVEL SPREADER
II
I I 3" HDPE INLET
FROM FRENCH DRAIN
Y
PLAN VIEW
3 PROPOSED OUTLET STRUCTURE -2 (SCHEMATIC 4'x4' OPEN THROAT OUTLET STRUCTURE)
SCALE: NOT TO SCALE
v
v m
F-+ Z
7D000
r 0 --I � U)
m =-i
=0Dym
= cn 0 0
0
nDyD
(n o
z
O 0
Z r
� n v)
N = m 0
m D
c z C D
rn D Z o
O r O v
N
z O
= Z r -I
mo z
r 03 0
m X O
SHEET 1 OF 1
840.31
PLAN
%L MANHOLE
E
7C
a_ D _ I,� I 77 D
U) 0cc ,C,
twit
I
0- \ S-
_1-�1 co
3'
0.54 Ci
FOR MANHOLE COVER & FRAME #4 BARS A"
OPTIONAL SPACED 6"
C. TO C.
BRICK MAY BE USED
TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1'
J I . . -. . - . -.I
SECTION X -X
6"
,/"" X 6"
EXP. JOIN
y B
SEE NOTE � DOWEL
SECTION Y -Y
5 CONCRETE JUNCTION BOX
SCALE: NOT TO SCALE
43" MINIMUM
a .
STANDARD MANHOLE
RING AND COVER MAY
43" MIN. �Oo N SLAB OR
BE
ITO TOP OVER STEPS
a .
CONCRETE SLAB
PIPE �n -1
0 6", E OR F �"
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
#4 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 SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. 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.
T #4 BAR
N
6"�Ii
DOWEL
ci
3 FT. WEIRSPILLWAY
WEST FAC
OF BOX
OUTLET PIPE
TO LEVEL SPREADER
II
I I 3" HDPE INLET
FROM FRENCH DRAIN
Y
PLAN VIEW
3 PROPOSED OUTLET STRUCTURE -2 (SCHEMATIC 4'x4' OPEN THROAT OUTLET STRUCTURE)
SCALE: NOT TO SCALE
v
v m
F-+ Z
7D000
r 0 --I � U)
m =-i
=0Dym
= cn 0 0
0
nDyD
(n o
z
O 0
Z r
� n v)
N = m 0
m D
c z C D
rn D Z o
O r O v
N
z O
= Z r -I
mo z
r 03 0
m X O
SHEET 1 OF 1
840.31
PLAN
%L MANHOLE
E
7C
a_ D _ I,� I 77 D
U) 0cc ,C,
twit
I
0- \ S-
_1-�1 co
3'
0.54 Ci
FOR MANHOLE COVER & FRAME #4 BARS A"
OPTIONAL SPACED 6"
C. TO C.
BRICK MAY BE USED
TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1'
J I . . -. . - . -.I
SECTION X -X
6"
,/"" X 6"
EXP. JOIN
y B
SEE NOTE � DOWEL
SECTION Y -Y
5 CONCRETE JUNCTION BOX
SCALE: NOT TO SCALE
43" MINIMUM
a .
STANDARD MANHOLE
RING AND COVER MAY
43" MIN. �Oo N SLAB OR
BE
ITO TOP OVER STEPS
a .
CONCRETE SLAB
PIPE �n -1
0 6", E OR F �"
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
#4 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 SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. 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.
T #4 BAR
N
6"�Ii
DOWEL
STAND,
STEPS
6 STANDARD YARD INLET WITH CONCRETE SLAB
SCALE: NOT TO SCALE
CONCRETE SLAB DESIGNED
FOR EXPECTED LOADING -
z
0U)
H
Q Q
m 0 U
LL _j z
00U=
z
Q 0 0 CD
H
CnH�OJ
ooU)
1 �~
W
o
SHEET 1 OF 1
840.31
ci
CO 0
to
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
PIPE SPAN WIDTH HEIGHT
REINFORCEMENT
BARS "A"'
TOP SLAB
DIMENSIONS
S�
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
D
A
B
H
N0.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WALL/
FT. OF HT.
LBS.
REINF
CU. YDS.
MIN. "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"
2'-3"
2'-3"
2'-6"
12
3'-0"
3'-3"
3'-3"
0.196
0.196
0.204
24
0.902
0.023
0.036
18"
2'-6"
2'-6"
2'-9"
14
3'-3"
3'-6"
3'-6"
0.227
0.227
0.222
30
1.065
0.033
0.049
24"
3'-01"
3'-0"
3'-3"
16
3'-9"
4"-0"
4'-0"
0.296
0.296
0.259
40
1.434
0.059
0.085
30"
3'-6"
3'-6"
3'-9"
18
4'-3"
4'-6"
4'-6"
0.375
0.375
0.296
51
1.860
0.092
0.127
36"
4'-0"
4'-0"
4'-3"
20
4'-9"
5'-0"
5'-0"
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
4'-6"
4'-6"
4'-9"
22
5'-3"
5'-6"
5'-6"
0.560
0.560
0.370
77
2.878
0.180
0.243
48"
5'-4"
5'-4"
5"-3"
26
6'-3"
6'-4"
6'-4"
0.743
0.743
0.407
111
3.623
0.235
0.317
54"
5'-10"
5'-10"
5'-9"
28
6'-7"
6'-10"
6'-10"
0.865
0.865
0.444
126
4.283
0.297
0.401
60"
6'-6"
6'-6"
6'-3"
30
7'-3"
7'-6"
7'-6"
1.042
1.042
0.481
145
5.090
0.367
0.495
66"
7'-1"
7'-1"
6'-9"
32
7'-10"
8'-1"
8'-1"
1.210
1.210
0.518
169
5.917
0.444
0.589
STAND,
STEPS
6 STANDARD YARD INLET WITH CONCRETE SLAB
SCALE: NOT TO SCALE
CONCRETE SLAB DESIGNED
FOR EXPECTED LOADING -
z
0U)
H
Q Q
m 0 U
LL _j z
00U=
z
Q 0 0 CD
H
CnH�OJ
ooU)
1 �~
W
o
SHEET 1 OF 1
840.31
1 COURSE •' VARIES
° I I
�-OPENING-lam
STANDARD STEPS 16 5:1 MAX.
VARIABLE
PIPE
4" 14-
4" °' ° • ,
6" MINIMUM
ti < • e d. C, n <
PLAN 3000 P.S.I. CONCRETE
NOTES:
1. EITHER SOLID BRICK, SOLID BLOCK, OR PRECAST CONCRETE MAY BE USED.
2. STANDARD STEPS REQUIRED, 16 INCHES ON CENTER, WHERE DEPTH EXCEEDS 3 FEET.
3. USE MINIMUM 3000 P.S.I. CONCRETE MIX.
4. INSIDE DIMENSION FOR 24 INCH PIPE AND GREATER USE PIPE DIAMETER PLUS 12 INCHES.
5. WHERE DEPTH EXCEEDS 3 FEET, MANHOLE RING AND COVER TO BE LOCATED OVER STEPS.
6. LETTERING FOR MANHOLE COVER PER DETAIL 07000.03.
SECTION
PERMIT SET
NOT FOR CONSTRUCTION
ci
CO 0
to
F,
L
vCQ
a
W
0 co
LO
I I
S�
W
o�
V
o
cz
Z
v
4�
V
O
.�
V
as
z
o
w
00
1
�
W�
�
v
v�
0 m
ra
" RCP
z
C
a L%-
V
v
KILIARY
PIPE
I-�
W
Z
i
t%
O
_ET
W
N
��-1
O
z
FLOW SPLITTER
ELEV.=225.5 FT.
U
a
e6
�l Ix
V
^
(n
4-J
flu z
dl
uo
1 COURSE •' VARIES
° I I
�-OPENING-lam
STANDARD STEPS 16 5:1 MAX.
VARIABLE
PIPE
4" 14-
4" °' ° • ,
6" MINIMUM
ti < • e d. C, n <
PLAN 3000 P.S.I. CONCRETE
NOTES:
1. EITHER SOLID BRICK, SOLID BLOCK, OR PRECAST CONCRETE MAY BE USED.
2. STANDARD STEPS REQUIRED, 16 INCHES ON CENTER, WHERE DEPTH EXCEEDS 3 FEET.
3. USE MINIMUM 3000 P.S.I. CONCRETE MIX.
4. INSIDE DIMENSION FOR 24 INCH PIPE AND GREATER USE PIPE DIAMETER PLUS 12 INCHES.
5. WHERE DEPTH EXCEEDS 3 FEET, MANHOLE RING AND COVER TO BE LOCATED OVER STEPS.
6. LETTERING FOR MANHOLE COVER PER DETAIL 07000.03.
SECTION
PERMIT SET
NOT FOR CONSTRUCTION
smsei i
Date: 2-26-2016
EC - 7
F,
L
W
S�
W
smsei i
Date: 2-26-2016
EC - 7
L
W
S�
W
cz
Z
v
4�
V
O
.�
V
as
smsei i
Date: 2-26-2016
EC - 7