156-02 Oversized Plans

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LEGEND
PP
- Power Pole
RCP
- Reinforced Concrete Pipe
RCD
- Rock Check Dam
RRSP
- Rip Rap Scour Pad
—x x—
- Silt Fence
- Swale
- Contour Line
— —
- Wetlands Line
ry ��
- Wood5line
- Handicapped Parking Space
On Z�p
°ff
° II
' l , / Z NOTES:
1. NO WORK SHALL OCCUR IN THOSE AREA5 IDENTIFIED A5 WETLANDS
° 1/ J SILT l
® OUTSIDE OF THE AREA NOTED ON PLAN.
FENCE C X 2. PARKING LOT CONSTRUCTION SHALL CONSIST OF G IN. CABC OVER
5UBGRADE COMPACTED TO 95% STANDARD PROCTOR. ENGINEER
SHALL OBSERVE PROOF ROLL OF 5UBGRADE PRIOR TO STONE
PLACEMENT.
TOP of BANK , 3. "AS OF JANUARY 1, 1 98G ANYONE DIGGING THE MECHANIZED
of STREAM EQUIPMENT IN HIGHWAY RIGHT-OF-WAY, PRIVATE UTILITY EASEMENT,
+ + 0 3s x 40' OR PUBLIC SPACES WILL BE REQUIRED BY NORTH CAROLINA LAW TO
j ✓ i e= / ( SANDY BEACH GIVE NOTICE OF THE PROPOSED EXCAVATION TO ALL THE EXISTING
OVERALL SITE � ' , ! A
REA UTILITIES AT LEAST 2 WORKING DAYS BEFORE STARTING TO
SCALE: 1 "=400' x CLEAR AND GRUB AREA OF ALL DIG. THE UTILITY OWNER IS REQUIRED TO LOCATE ITS FACILITIES
/ 35' UNDERBRUSH, TREES, STUMPS, ETC.
P >le FINE GRADE WITH GENTLE SLOPE TO IN THE AREA OF THE PROPOSED EXCAVATION. UTILITY MEMBERS OF
STREAM BANK FOLLOWING NATURAL ULOCO CAN BE CONTACTED AT 1-800-G32-4949."
GRADE. PLACE 6 IN. MINIMUM OF
o / / CLEAN BUILDERS SAND. 4. CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING ALL EROSION
i! CONTROL MEASURES AND SHALL AMEND MEASURES AS REQUIRES TO
x PREVENT ACCELERATED EROSION FROM TAKING PLACE ON TH15 SITE.
5. SEEDING SPECIFICATION:
SILT FENCE APPLY LIME * FERTILIZER * WORK INTO SEED BED. SEED MIXTURE
SHALL BE DISTRIBUTED UNIFORMLY * COVERED WITH A CLEAN
tiq�o % STRAW MULCH. MULCH SHALL BE CRIMPED OR TACKED TO HELP
cs �o k 5 FT. WIDE GRAVEL TRAIL
p\ USE #57 STONE, 4 IN. THICK. HOLD IN PLACE.
CLEAR AND GRUB 20 FT. WIDE
STRIP WITH FINISHED GRADE TO MATERIAL: APPLICATION RATE
APPROXIMATE EXISTING GRADE. —
/ TRAIL SURFACE SHALL BE SMOOTH. Lime 1 000 Ibs./Acre
SEED AND MULCH DISTURBED ARE�
ADJACENT TO TRAIL. Fertilizer (1 0- 1 0- 10) 800 Ib5./Acre
Mulch 1 .5 tons/Acre
I
/ / x—WETLAND5—
I _ I PERMANENT SEEDING
"Rebel Fescue" 100 Ib5./Acre
Common Bermuda
x (Hulled April I - Sept. 1) 50 Ib5./Acre
(Unhulled Sept. I - April 1) 0�nT 4� 75 Ib5./Acre
Rye Grain (Sept. I - April I) Q r 50 Ib5./Acre
German Millet (April I - Sept. 1) 50 Ib5./Acre
RCD �_ WETLANDS
x LINE TEMPORARY SEEDING
�'+ / / i` / / /, - Dec. I -April 15
11' / ! / J' Koba Le5pedeza 50 Ib5./Acre
U / / Rye Grain 100 Ib5./Acre
x ' 1
t \ X _ j f April 15 -August 15
German Millet 40 lbs./Acre
August 15 -Dec. 15
51LT Rye Grain 100 Ib5./Acre
/ FENcc FENCE G. ALL DISTURBED AREAS SHALL BE 5EEDED AND MULCHED WITHIN 1 5 DAYS
OF COMPLETING GRADING ACTIVITIES.
C� 30 C.Y. SEDIMENT TRAP \
STABILIZED I L`t �. 25 in W1 LEVEL SPREADER \ 7. ALL CLEARED DEBRIS SHALL BE HAULED FROM SITE. NO BURNING ALLOWED.
conisTRucTION / / n t 30' w x I a L x 3' D 8. 5EE 5PECIFICATION5 FOR ADDITIONAL INFORMATION.
ENTRANCE Pow,
'ole A
24.0 \ TM (C���
/ SWALE D `V HANDICAPPED \ \`
o SIGN / G W �' JUL 2 4 2002
MATCH EXISTIN�. JUL
PAVEMENTELEV. DIVISION OF
�Q --` -- CO COASTAL MANAGEMENT
4 3: Ir
IN EXISTING ROADSIDE DITCH
__ _ _ PPRINTED� - (q-oa- Ins C�
Ex15tMLj Edge N / / PARKER & ASSOCIATES INC
Of Pavement 26.5
COENSULTING ENGINEERSLAND SURVEYORS LASURVEYORS LAND PLANN1:14S
� SWALE / / /� 72 \ P 0 ROX 976 JACKSONVILLE NC 28541-0976
--- �-._ . � � � �
41
_ �^
SITE PLAN
RICHLANDS STEED DISTRICT PARK
Z KAYAK AREA
RICHLAND5 TWP., ON5LOW CO., NORTH CAROLINA
FOR:
ONSLOW COUNTY
1 / / � � �� •rjPOeea;
K° PARKS & RECREATION
1rr f� 90
,t o
R DATE: 0G/2G/02 GRAPHIC SCALE: I "=30'
• 25
r 0 10 20 30 GO 9Q
�Q'•••.,o�P`.` SCALE: 1 "=30' FEET__.
Parker & Associates, Inc. �„� HOM;o
Consulting Engineers - Land Surveyors - Land Planners
FIELD BOOK: N/A P.O. Boa 976 — 28541-0976
DISK NAME: ACAD_447A 306 New Bridge Street — 28540
REV. 0711 0102 - 119 - CHANGED 512E FOR BEACH AREA FILENAME: RDP-KAYAKAREA.DWG KHW1JJ5 SHEET 1 OF 2
JOB NO.: 3 171 — — Jacksonville, North Carolina
Phone [phone] — Fax [phone]

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PROVIDE ONE HC PAINT
SYMBOL ON EACH HC PARKING
SPACE W/ WHITE TRAFFIC PAINT
RESERVED
PARKING
181,
MAXIMUM
9" PENALTY
�250
1 2"
SIGN R7-8D
1 2"X 18"X 114" ALUMINUM HANDICAPPED
PARKING SIGN R7-8 OR R7-8A, TO READ
"RESERVED PARKING" WITH IDENTIFICATION
5YM13OL(G.5.20-37.G) BOLT TO STEEL TUBE
WITH 3/8" CADMIUM PLATED BOLTS, NUTS, I I
AND WASHERS II
1 2"X9"X 114" ALUMINUM SIGN R7-8D
"MAXIMUM PENALTY $250"(G.5. 20-37.G)
2"X2" STEEL TUBE EXTEND INTO CONC, FILLED
PIPE 2'-0". PROVIDE WELDED WATERTIGHT CAP,
PAINT WHITE
PAINT PIPE BASE WHITE
PAVEMENT
8" DIA. STD. STEEL PIPE FILLED WITH CONCRETES
W/#G-14" LONG REBARS EACH WAY THRU
PIPE----_
I'-G" DIA. CONCRETE BASE
SIGN ELEVATION
NOTE: HANDICAPPED PARKING SIGN SHALL CONFORM WITH
CURRENT STATE, LOCAL CODES * A.D.A. REGULATIONS
I I... E; ,
RESERVED STANDARD COLORS (ALL SIGNS):
PARKING BACKGROUND - WHITE
LETTERING/BORDER - GREEN
18'I ARROW - GREEN
FIGURE - WHITE ON BLUE FIELD
CORNER RADIUS - I 112" (IYP.)
1 2"
SIGN R7-8
9„ VAN
ACCESSIBL
1 2"
VAN ACCESSIBLE SIGN
HANDICAPPED PARKING SICNAGE
NOT TO SCALE
NOTE: BURLAP SHALL
NOT BE USED.
DIRECTION OF
RUN OFF FLOW
MINIMUM 2" x 2" x 48"
WOODEN POSTS OR OTHER
APPROVED MATERIAL.
WELDED WIRE MESH
14
NOTE:
�PAUNG I UK WUUDLN
! POSTS SHALL BE:
j 1) 8 FEET MAXIMUM
WITH WIRE MESH
OR
2) G FEET MAXIMUM
WITHOUT WIRE MESH
WITH EXTRA STRENGTH
WOODEN POST FILTER FABRIC
WELDED WIRE MESH
BACKFIU-
_ V
EROSION 4 51LTATION N
CONTROL FABRIC C--;ROUND LINE
/
/\ .• /\
�/�� 14' MIN.
\� EX' I:;A DEPTH REQUIRED
1 2"
j/��i\/
F'DR NON -STABLE SOILS
SECTION VIEW
TYPICAL INSTALLATION OF SILT FENCE
NOT TO SCALE
1
i
I
1
1
1
1
1
F
LINE SPOILS
WITH RIP RAF
FOR SPILLWAY
TOP OF TRAP
SPILLWAY BERM
IF SEDIMENT TRAP DIMENSIONS
TRAP
VOLUME
LENGTH'WIDTH
L
E
W D
EPTH
101 C. Y
48'
27'
3 FT.
68'
36'
3.5 FT.
J4�70 C.Y.
88'
48'
4 FT.
OF SPOILS BERM
(24" MIN.)
6" DIA. RIP RAP LINED
SPILLWAY BERM
SPOILS BERM
2' MIN. TOP OF CHANNEL/
EXISTING GROUND
EXISTING FLOW INVERT OF CHANNEL
GROUND �. ........... . ...................... �.�
N
12" MIN. r? TRAP SEDIMENT D
RIP RAP APRON
NOTE: SEDIMENT TRAP TO BE
PERIODICALLY INSPECTED AND
REPAIRED TO INSURE
DIMENSIONS ARE MAINTAINED.
TEMPORARY SEDIMENT TRAP
WITH DISCHARGE I'O NATURAL GROUND
NOT TO SCALE
I~-4 �I
IN CHANNEL
PLAN VIEWS
SECTION VIEWS
MEDIAN STONE DIAMETER = G"
I . D = INSIDE DIAMETER OR WIDTH
OF CULVERT
2. MINIMUM STONE THICKNE55 TO BE
TWO TIMES SPECIFIED STONE DIAMETER,
RIP RAP SCOUR PAD
NOT TO SCALE
a
ROADSIDE G' SHOULDER G' SHOULDER
DITCH G" CABC SWALE
SLOPE
3 3
5U13GRADE COMPACTED TO
95% 5TANDARD PROCTOR.
EXISTING ROAD
PLAN VIEW
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
Construction Specifications
I . Stone size - Use M5HA size No. 2 (2-112" to I ") or AASHTO
designation M43, size No. 2 ( 2- 112" to 1 -1 /2"). Use
crushed stone.
2. Length - As effective, but not less than 50 feet.
3. Thickness - Not less than six (G) inches.
4. Width - Not less than full width of all points of
ingress or egress. Minimum of 1 2'.
5. Washing - When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-of-
way. When washing is required, it shall be done on an
area stabil¢ed with crushed stone which drams into an
approved sediment trap or sediment balm. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
G. Maintenance - The entrance shall be maintained in a
condition which will prevent trackmq or flowing of
sediment onto public rights -of -way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleanout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights -of -way must be removed
immediately.
FIELD BOOK: N/A
DI5K NAME: ACAD 447A
FILENAME: RDP-KYK-DTL.DWG
JOB NO.: 3 171
SECTION A -A
GRAVEL PARKING LOT
NOT TO SCALE
4 IN. #57 STONE
✓V VVIV'1VL I.�VIVII YIt�ILV IV
90% STANDARD PROCTOR.
SECTION B-B
GRAVEL TRAIL
NOT TO SCALE
DETAIL SHEET
RICHLANDS / STEED DISTRICT PARK
KAYAK AREA
RICHLAND5 TWP- ON5LOW CO., NORTH CAROLINA
FOR: ONSLOW COUNTY , v
w09iC0°PARKS & RECREATION
tP®As7
®� A DATE:OG/2GIO2
e . �
s � • w
w • L ��
• � SCALE: AS NOTED
"N R,�f \. Parker & Associates, Inc. �4inB Horn
°°''°�•vA6e Consulting Engineers — Land Surveyors — Land Planners 5'D
P.O. Box 976 - 28541-0976
JJS SHEET 2 OF 2 306 New Bridge Street - 28540 .�
Jacksonville, North Carolina
Phone [phone] - Fax [phone]