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LIMITS OIL DISTURBANCE FIBERS WOVEN To rr. Q
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o°/ \ SIDEWALKITO TOP'OF STAIRS (LESS THAN 5% SLOPE) File Name:
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10 0 10 20 30 Designed: SPB
Drawn: SPB
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Scale 1"= 10' W CD-3.1

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P 37. 0 (TOP Off ST P)
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BOTTOM OF 44.58
TOP OF STEP-46.87 2 STEP -45.07 F TOP OF STEP-44.55
18 11 5 18 0
— — — — — — — — 45.05 BOTTOM OF STEP- 37.55 N
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BEGIN STAIR CONSTRUCTION WHEN WATER Date: 3/30/2023
LEVEL IS BELOW THE BOTTOM STEP (PRECAST) FOR LOWEST RISER
SO THAT CONSTRUCTION IS IN THE DRY RE: 3/CD-3.3 File Name:
17- Surveyed: WRC
SPB
2/CD-3.2 Drawn:ed: SPB
STAIR PROFILE Approved:
SCALE: V=8' SxWNo
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HEAVYDUTYWOOD ® �CA
SCREWS SCREWS WILL BE ®o e
TIMBERLOK OR EQUAL A
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1.5"DIA.SCH 40 STEEL PIPE HANDRAIL
HOT DIP GALVANIZED OR PAINT WITH °4 °�
ONE COAT RUST INHIBITING ALKYD �2EA 0
6-3/4"X 3"X 318"THICK STEEL PLATE PRIMER AND TWO COATS OF ALKYD °
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PT 4X6 TIMBERS TO FORM EDGE LL z W
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ATTACH POST PLATE TO a O r „
4X6 OF PAIR TO STEP BELOW K W co q q rn
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EDGE OF STAIRS WITH 6"HEAVY DUTY SCREW. 0�
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DIPPED GALVANIZED LAG BOLTS,WITH WASHERS Imo— 48" 1. ALL CONCRETE SHALL HAVE A MIN/MUM
COMPRESSIVE STRENGTH OF 4000 PSI
1/CD-3.3 PRECAST CONCRETE BASE STEP AND 4"SLUMP. AIR ENTRAINMENT WILL `z "us
[2/CD-3.3 BE 6Z +/- 1.5% oo ozHANDRAIL POST ATTACHEMENT TAIR DETAIL 4. BROOM FINISH WALKING SURFACE. Z3 ��
NTS NTS 5. SLOPE STAIR TREADS TO DRAIN
4X6 FRAMED STEPS WITH CONCRETE PRECAST CONCRETE BASE STEP
INFILL ABOVE BASE SECTIONS SECTIONS(3 SECTIONS PLACED #4 LIFTING EYES CAST INTO STEP 2-4X6 STACKED TO FORM STAIR RISER
#4 LIFTING EYES CAST INTO STEP SECTIONS TO FORM BOTTOM STEP) SECTIONS(2 PER SECTION) FACE,ATTACH BOTTOM 4X6 TO CONCRETE 4
(2 PER SECTION) WITH 2"DIA. EXPANSION ANCHOR
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4-#5 BARS W/HOOK EA. ,
END AT MIDPOINT OF SLAB 91 9„ N
5-#4 BARS(2'-9"LONG) 5-#4 BARS(2'-9"LONG) 3'-3"
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TOP VIEW File Name:
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3/CD-3.3 2 (7 2 Drawn: SPB
PRECAST CONCRETE BASE STEP Scale 1/2"- 1' Approved:
SCALE: 1/2"= 1'
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SIDEWALK JOINS ANY RIGID STRUCTURE. 3. ALL CONCRETE SHALL HAVEA MINIMUM COMPRESSIVE STRENGTH W_Z W
J. ALL CONCRETE SHALL HAVE A MIN/MUM COMPRESSIVE STRENGTH OF OF4000 PSI AND 4'SLUMP. AIR ENTRAINMENT WILL BE 6%+/-1.5%. 'P ~
4000 PSI AND 4"SLUMP. AIR ENTRAINMENT WILL BE 6Y. +/— 1.5X 4. BROOM FINISH SIDEWALKS, w w
4. BROOM FINISH SIDEWALKS. 5. ALL ADA PARKING SPACES SHALL HAVEA MAXIMUM SLOPE OF 3 N
5. ALL SIDEWALKS SHALL HAVE A MAX/MUM CROSS SLOPE OF 1.8% 1.8%/NANYDIRECTION. z w cWi `O`° rn
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Date: 3/30/2023
8 File Name:
10 28
Surveyed: WRC
3/CD-8.0 Designed: SPB
4/CD-8.0 Drawn: SPB
ADA PARKING LAYOUT GRAVEL PAVEMENT Appred:
ShM
NTS NTS

STANDARD KIOSK NOTES: ®®aao0ooagpe
TO BE PROVIDED 1. KIOSKS HAVE 4 POSTS EACH.ROAD SIGN AT ®�00�� ��j�®®©®®®D
BY NCWRC ENTRANCE HAS 2 POSTS. ®o° B`®•,°°•°°,•®,
2. INSTALL ADEQUATE BRACING TO HOLD SIGNS IN `� ® •° ,®�©°®©
PLACE UNTIL CONCRETE CURES. m °off g
30" 3. CONCRETE FOOTING LOCATIONS SHALL BE BASED Q C� � L •
ON DELIVERED SIGN DIMENSIONS. r
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IN
WINGS ANGLED Al R
48 60 48 2 WHERE SIDEWALK IS ADJACENT ooaaoaooa
56" AT O' WITH NO SIDEWALK
48" APPROXIMATELY
45°TO FRONT OF o I.- cq
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SIGN CONCRETE WHEELSTOP U) O
— 6' LONG w
EDGE OF PAVEMENT 6 — TWO 34 THRU—HOLES FOR ANCHORING o o\\ // N z o
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POSTS PARKING LOT W Z o
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KIOSK �18'10 CONCRETE WHEEL STOP
NTS BASE (TYP)
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1. ALL SIGNAGE INSTALLED SHALL CONFORM TO STANDARDS SET FORTH BY ri VAN ACCESSIBLE CONDITION 1: z% 8
THE LATEST PUBLISHED ED177ON OF THE MANUAL ON UNIFORM TRAFFIC AS REQUIRED PEDESTRIAN PATH DOES
NOT PASS UNDER OR
CONTROL DEVICES (MUTCD), 7HE NORTH CAROLINA DEPARTMENT OF RESERVED AROUND SIGN.
7RANSPORTA77ON (NCDOT) STANDARD CONS77?UC77ON DRAWINGS. PARKING Q
2. SIGNAGE MATERIAL SHALL CONFORM TO MUTCD COLOR AND REFLEC77WTY R7-8 SIGN, BOLT TO POST W/ � CONDITION 2: o
STANDARDS AND SHALL AT A MINIMUM BE ENGINEERING GRADE REFLEC77VE 3/8"CADMIUM PLATED PEDESTRIAN PATH
MATERIAL, EXCEPT STOP SIGNS STOP SIGNS SHALL BE CONS7RUCTED OF BOLTS, NUTS,AND GOES BY, UNDER,OR co
HI-INTENSITY GRADE MAIER/AL ON A 30-INCH BY 30-INCH OCTAGONAL STOP 3CDOT LB/LTTA�DARD AROUND SIGN. M
WASHERS.
SIGN BLANK. CHANNEL POST N
J. ALL SIGNS, EXCEPT HANDICAP ACCESSIBLE PARKING, SHALL BE MOUNTED s� o
IN A MANNER THAT THE BOTTOM OF THE SIGN /S A MIN/MUM OF SEVEN FEET NOTE:SIGNAGE TO PER 5250
(7-FT) ABOVE GROUND LEVEL.
N.C.S.B.C. DETAILS R7-8& G s O
4. GROUND MOUNTED SIGN POSTS USED TO INSTALL SIGNAGE, EXCEPT FOR R7-8D d. `U
HANDICAP PARKING SIGNS, SHALL BE 12 FEET LONG AND CONS77?UC7E0 OF 14
GAUGE GALVANIZED STEEL "U" CHANNEL POSTS OR TWO INCH (2-IN) 7, GALVANIZED'U' E E z
GALVANIZED SQUARE STEEL TUBING. ALL GROUND MOUNTED SIGN POSTS SHALL MIN CHANNEL POST Z 2 0
HAVE 3/8TH INCH HOLES DOWN THE CENTER OF THE POST DRILLED AT ONE J
INCH (1-IN) SPACING FOR 7HE EN77RE LENG7H OF THE POST. $ j z
5. GROUND MOUN7ED SIGN POSTS, EXCEPT FOR HANDICAP ACCESSIBLE 12"ROUND CONC.
PARKING, SHALL BE DRIVEN TO A MIN/MUM OF 30 INCHES BELOW GROUND FOOTING SLOPE TO
LEVEL. ALL POSTS SHALL BE PLUMBED AND LEVELED AS THE POST IS DRAIN
INSTALLED.
6. SEE HANDICAP PARKING SIGN DETAIL FOR REQUIREMENTS FOR HANDICAP FINISH GRADE PAVEMEN TOR GROU
7 c)
PARKING SIGNAGE. - - J
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i I I—III `. III—III I Date: 3/30/2023
I I— File Name:
III—III III
—I
—III Surveyed: WRC
GENERAL NOTES: Designed: SPB
2/CD-8.1 � I I—III—_—��
SIGNAGE 3/CD-8.1 (' ' I 1. REGARDLESS OF AGE,ALL ACCESSIBLE Approved: SPB
III i( ( I III SPACES SHALL BE IDENTIFIED BY
ADA PARKING SIGNAGE I—III Approved:
NTS NTS ABOVE-GROUND SIGNS. CD-8.1

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CA0®®/®®® {
Maintenance o °•° �®
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1. Inspect sediment fences at least X8 �` 8
I
once a week and after each rainfall. FILTER FABRIC ° S 0
Make any required repairs immediately. 27892
2. Should the fabric of a sediment
fence collapse, tear, decompose or HOG WIRE, 12 GAUGE MIN., 4"x4" ® °•ova`
become ineffective, replace it promptly. SUPPORT FENCING °®® �1 °°;'1!(�O��fl,°
J. Remove sediment deposits as STEEL POSTS
necessary to provide adequate storage AT 8 FEET o0o IV P. a®® a
volume for the next rain and to reduce "'•''•`'' `•' "• MAXIMUM SPACING ���Boo0Cp000t%t1a E
pressure on the fence. Take care to l`:'%'''% ' '' '•
avoid undermining the fence during I
cleanout. Z a
4. Remove all fencing materials and o
Fn unstable sediment deposits and bring D a N r
the area to grade and stabilize it often CLASS B RIP RAP STABILIZATION,WHERE SHOWN ON PLANS, 18"THICK o z o
the contributing drainage area has been
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properly
stabilized. 0
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ACCUMULATES IN
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Q FRONT OF FENCE o Y
11. ";::::::::................ :::::.:. REPAIR OR w g o a
6" WIDE X 8" DEEP MIN
I I I_ ... .:`.. :; ::::: :: W- REPLACE ANY
TRENCH. FILL AND COMPACT 111—" : : ::;;'. ':a: DAMAGED FENCE. LLZ W
NCDOT CLASS 2 FILTER �o w
SOIL OVER FABRIC —I ?;;;;;:;;: FABRIC UNDER RIP RAP 0~ z
—...:.;:.;:.: w
—III= `"%`.: ABOVE LOW WATER LINE U) 0
II—II GROUND w M o w
SURFACE Zv �NC�- o
0>ww0 to-to-UU)Z m
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POSTS DRIVEN \' ¢ t"—
18' INTO GROUND SKIRT TO BE TRENCHED IN o z uw-a:
8" VERTICALLY AND 4" o
1/CD-8.2 HORIZONTALLY 0 W Q N o 5i
SILT FENCE 2/CD-8.2 Z o 2i a U.
NTS RIP RAP SLOPE PROTECTION
NTS
.`80
00 �N
SPACE SUCH THAT CREST OF H Of
FILTER OF NO. 57 STEEL FENCE POST O DER LOWER WATTLE IS SAME �s
WASHED STONE WIRE FENCE---' ELEVATION AS TOE OF UPPER
(REPLACE AS HARDWARE CLOTH TAKES _
NECESSARY)` PLAN VIEW FILTER OF NO. 57
WASHED STONE (REPLACEATRENCHE
FILTER Q
DOWNSTR STAKE —11111�111=
AS NECESSARY) FABRIC ON STAPLES
t GROUND UP STREA STAKE =lull o
WATER FLO 2 M
N
Ell
FLOW I l �ii ll t 2'DOWNSTREAM STAKE N
ARDWAR 2" :14
IN A MIN. OF 8" VERTICAL01- 2'UPSTREAM STAKE a
AND 4" HORIZONTAL LL
SECTION v
16"STRAW ATTLE I�111=1 —11 CI ICI CI IE a y
FILTER FABRIC ON GROUND 1IF=II IF Z
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SILT FENCE Maintenance 11=11 it I III I�I Irl
Inspect silt fence outlets at
END FILTER FABRIC HERE CREST OF WADDLE BELOV� LJ.I
least once a week and after
each rainfall Make any PLAN VIEW
4' MIN. required repairs as needed. NOTES: ELEV AT END OF WADDLE
Remove sediment as necessary1. USE MINIMUM 16" DIA. STRAW WATTLE CROSS-SECTION Z
to provide adequate storage
volume for subsequent rains. 2• USE 2' WOODEN STAKES WITH A 2X2" NOMINAL CROSS SECTION O
J. CREST OF THE WATTLE IS BELOW ELEVATION OF THE DITCH SHOULDER AT
U
INSTALL WATTLE SUCH THAT ELEVATION OF THE RE T
When the contributing drainage �
area has been adequately THE END OF THE WATTLE SO THAT FLOW WILL NOT WASH AROUND THE END OF THE WATTLE. J
' 9
' 4
stabilized e S S G O DGE E LE O r move all materials DOWNSLOPE TAKE AT AN AN LET WE TH WATT T THE 4 INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4
Q
'•_* ' and any unstable soil, and BOTTOM OF DITCH J �
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either salvage or dispose of it
W
9 P 5. PROVIDE STAPLES MADE OF 0.125 /N. DIA. STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGHT.
= 0
Bring the disturbed
properly. g 6. INSTALL STAPLES APPROX. EVERY 1 LINEAR FOOT ON BOTHT SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE
area to proper grade, then Date: 313012023
smooth and compact it.
SOIL.
Stabilize areas around the 7 INSTALL MATT/NG IN DITCH PR/OR TO WATTLE INSTALLATION PER DITCH DETAILS. File Name:
WIRE FENCE outlet. B. VERIFY THE BOTTOM OF WATTLE IS IN FIRM CONTACT WITH SOIL BELOW IT AFTER INSTALLATION. IF THERE ARE ANY GAPS
HARDWARE CLOTH UNDER THE WATTLE, THEY MUST BE FILLED WITH MATTING OR THE WATTLE ADJUSTED TO REMOVE THE GAPS. Surveyed: WRC
TOP OF SILT FENCE MUST BE 9. SPACE WATTLES SO CREST OF LOWER WATTLE IS AT SAME ELEVATION AS BASE OF UPHILL WATTLE. Designed: SPB
3/CD-8.2 STEEL FENCE POST SET MAX. 2' APART Drawn: SPB
AT LEAST 1' ABOVE THE TOP 4/CD-8.2 Approved:
SILT FENCE OUTLET FRONT VIEW OF THE WASHED STONE STRAW WATTLE Sh MNa
NTS Nrs C D-8.2

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AUGUST 1 — JUNE 1 ©®® C� ®0°
Lime PER RECOMMENDATION OF SOILS TEST ®® Q° ••®0•�0
�®�°®®
10-20-20 Fertilizer PER RECOMMENDATION OF SOILS TEST
Composted Soil Amendment 10 CY/ACRE
m® •o o ®®s
Oat Seed 80 Ibs/ac 4 a 4 SEAL
Rye Grain Seed 45 Ibs/ac
Tall Fescue 25 Ibs/ac a 27892
Straw Mulch 4000 Ibs/ac
MAY 1 — SEPTEMBER 1 a e• 3( ��`200°�
Lime PER RECOMMENDATION OF SOILS TEST ®®®o®s�` eC,•INSS'(�j
10-20-20 Fertilizer PER RECOMMENDATION OF SOILS TEST
Composted Soil Amendment 10 CY/ACRE Ole.o P. ®0
Tall Fescue 25 Ibs/ac
°p®ae0000eeeo
German or Browntop Millet 40 Ibs/ac
Straw Mulch 4000 Ibs/ac
Z N
Q F— N
CONTRACTOR SHALL TEST PERFORM SOILS TEST TO DETERMINE THE OPTIMUM RATE FOR N CL N
o z Cl)APPLICATION OF FERTILIZER AND LIME TO ESTABLISH GROUND COVER PRIOR TO SEEDING. NC GROUND COVER REQUIREMENT
CONTRACTOR SHALL APPLY FERTILIZER AND LIME AT THE RATE RECOMMENDED BY THE THE ANGLE FOR GRADED SLOPES AND FILLS 0 o 0
SOILS TEST. CONTRACTOR TO INCLUDE A MINIMUM OF 4000 LB/ACRE OF LIME AND 500 SHALL BE NO GREATER THAN THE ANGLE �n W=0 0)
LB/ACRE FERTILIZER IN THEIR BASE BID. THAT CAN BE RETAINED BY VEGETATIVE v �U o a
COVER OR OTHER ADEQUATE EROSION w Z w
NO FERTILIZER OR PLASTIC NETTING WILL BE USED WITHIN A STREAM BUFFER AREA. 0 Y°'w o
CONTROL DEVICES OR STRUCTURES. IN ANY N of
U a
EVENT,SLOPES LEFT EXPOSED WILL,WITHIN 7 w
SEEDBED PREPARATION: REMOVE ROCKS,STUMPS,ROOTS,ETC. APPLY LIME,FERTILIZER,AND OR 14 CALENDAR DAYS OF COMPLETION OF
COMPOSTED SOIL AMENDMENT.THEN RIP THE SOIL 4 TO 6 INCHES TO MIX THE NUTRIENTS INTO ANY PHASE OF GRADING,BE PLANTED OR LL z
THE SOIL AND TO LOOSEN AND ROUGHEN IT TO RECEIVE SEED. OTHERWISE PROVIDED WITH TEMPORARY o z
GROUND COVER,DEVISES OR STRUCTURES
SEED TEMPORARY COVER TO STABILIZE TEMPORARY SEDIMENTATION CONTROL MEASURES AND SUFFICIENT TO RESTRAIN EROSION. 0
OTHER ACCOMPLISHED.IF PLANTING SEASON IS NOT SUITABLE FOR INSTALLATION OF PERMANENT GROUND COVER WILL BE z Cn w U `°( rn
PERMANENT COVER. CONTRACTOR SHALL INSTALL TEMPORARY COVER SUITABLE FOR THAT PROVIDED FOR ALL DISTURBED AREAS WITHIN 0 >r-
�Nt�h
SEASON AND RESEED WITH PERMANENT GRASS AT EARLIEST POSSIBLE DATE. 15 WORKING DAYS OR NO MORE THAN 90 0>w w 0 0� '
CALENDAR DAYS(WHICHEVER IS SHORTER) ¢w-cn z a;0)-0
ANCHOR STRAW MULCH BY APPLYING AN ASPHALT BINDER EMULSION AT A RATE OF 10 FOLLOWING COMPLETION OF CONSTRUCTION. =Z w0 Q 3
GALLONS PER 1000 SF,OR INSTALL JUTE, PAPER OR TWINE NETTING OR EXCELSIOR MATS f V' w a c
�
STAKED TO GROUND ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. Cn C)
O w¢ ¢° @
Zoe xau.
1/CD-8.3 �o .2
2/CD-8.3 _
SEEDING SCHEDULE NOT USED �$
NTS NTS
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Date: 3/30/2023
File Name:
Surveyed: WRC
DesignSPB
3/CD-8.3 Dawned SPB
NOT USED 4/CD-8.3
Approved:
NOT USED
NTS NTS CD-8.3