20230536 Ver 1_Crabtree Creek Greenway_Design_EC_Typicals_20230418

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EXISTING
GROUND
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3'
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0.02 FT/FT
CL -G1- CRABTREE CREEK GREENWAY
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5' 5' , 3' ,
GRADE
POINT
0.02 FT/FT I
3.1
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3:7
1 U I 1 1.0 EXISTING
I GROUND
GEOTEXTILE FABRIC GRADE TO THIS LINE
TYPICAL SECTION NO. 1
-G1- Sta. 10 + 03.24 TO 17 + 57.00 (BEGIN APPROACH SLAB)
-G1- Sta. 18 + 27.00 (END APPROACH SLAB) TO 21 + 30.00
EXISTING
GROUND
1 -`3.7
3 :1
CL -G1- CRABTREE CREEK GREENWAY
i -G2- CRABTREE CREEK GREENWAY
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GRADE
m POINT m
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A20.02 FT/FT02 FT/FT 0.02 FT/FT 0.02 FT/FT
T I J1
J1 i
0.5'
1.0'
6" x 6" 10/10 WELDED WIRE MESH, GRADE TO THIS LINE
2" FROM BOTTOM CONCRETE
TYPICAL SECTION NO. 2
EXISTING
GROUND
-`3:7
3 :1
-G1- Sta. 22 + 43.00
TO 22 + 70.00
(A=
5', B
= 3')
-Gl- Sta. 22 + 70.00
-G2- Sta. 25 + 00.00
TO 23 + 31.03
TO 25 + 75.00
(A=
(A=
3', B =
5', B =
3')**
2')**
** REFER TO TAPERS
SHOWN ON
PLANS
BETWEEN -G1- Sta.
23 + 00.00 TO
23 + 10.00
SHOULDER BERM
TAPERS FROM
3'
TO 1'
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3:)
-G1- CRABTREE CREEK GREENWAY
CL -G2- CRABTREE CREEK GREENWAY
-Yl -
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GRADE
POINT
10.02
FT/FT
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0.02 FT/FT 0.02 FT/FT
EXISTING
GROUND
r` -
EXISTING
CRUB
J
VARIES 5'
TO 15'
VARIES
0.08 FT/FT MAX
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5'
0.02 FT/FT
GRADE TO THIS LINE
PAVEMENT SCHEDULE
PROP. 6" CONCRETE SIDEWALK
PROP. 6" REINFORCED CONCRETE GREENWAY
PROP. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.513,
AT AN AVERAGE RATE OF 224 LBS. PER SQ. YD
PROP. 6" AGGREGATE BASE COURSE
EARTH MATERIAL (CLEAN BACKFILL)
EXISTING PAVEMENT
NOTES:
1. REFER TO PLANS FOR SPECIFIC GREENWAY AND BOARDWALK LOCATIONS.
2. SEE SHEET 2C-1 AND 2C-3 FOR TOWN OF CARY TYPICAL SECTION DETAIL.
3. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
4. SEE PLAN SHEETS FOR GREENWAY SUPERELEVATION TRANSITIONS.
(2% MAX SUPERELEVATION).
5. SLOPED SHOULDERS FOR POSITIVE DRAINAGE. OFTEN REQUIRES
CONTINUING PAVEMENT OR SHOULDER SLOPE UNTIL TIE-IN WITH
NATURAL GROUND (SEE CROSS SECTIONS).
CL -G3- CRABTREE CREEK GREENWAY
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GRADE z
POINT � EXI STI N G
u GROUND
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3:1 -
0.02 FT/FT 0.02 FT/FT
TYPICAL SECTION NO. 4
-G3- Sta. 39 + 11.67 TO 41 + 96.00 (A= 31)
-G3- Sta. 41 + 96.00 TO 42 + 54.00 (A= 2')*
-G3- Sta. 43 + 06.00 TO 43 + 85.00 (A= 3')
*PROVIDE 1' BENCH BEHIND PROPOSED RAILING
EXISTING
GROUND
51
GRADE TO THIS LINE
TYPICAL SECTION NO. 3
-G1-
Sta. 21 + 30.00
TO
22 + 43.00
(A=
5', B =
3')
-G2-
Sta. 25 + 75.00
TO
27 + 78.00
(A=
5', B
= 2')
-G2-
Sta. 27 + 78.00
TO
30 + 66.00
(A=
5', B
= 3')
-G2-
Sta. 30 + 66.00
TO
32 + 21.00
(A=
5', B
= 2')
-G2-
Sta. 32 + 21.00
TO
36 + 69.04
(A=
5', B
= 3')
-Yl-
Sta. 10 + 08.72
TO
10 + 73.43
(A=
4, B =
3')
3:7
I-
wo
-
EXISTING
CURB
J
VARIES
0.08 FT/FT MAX
�J
3:1
CE -G3- CRABTREE CREEK GREENWAY
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5' 7' 3'
GRADE METAL SAFETY RAIL & CONCRETE TRAIL (48")
POINT
A2 A2 1.01
RETAIN EXISTING HEADWALL
0.25' CUT EXISTING HANDRAIL
0.02 FT/FT 0.02 FTiFT 3:7 AND SEAL THE SLEEVE
- - - - - - - - - -
i r
A i J1 G
I 1.0'
1-0
GRADE TO THIS LINE 6" x 6" 10/10 WELDED WIRE MESH,
2" FROM BOTTOM CONCRETE
TYPICAL SECTION NO. 5
-G3- Sta. 42 + 54.00 TO 43 + 06.00
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(SR WAY TR
39,1 v
� �323
GRADE TO
REMOVE E
V C CONC. SW
SEE DET a�L • .y � , TRAIL RV �
Gl- PT Sto.19+92.72 'yF 1 'AeELor�
POOP SINGLE SPAN STRUCTURE o�`� O / / F� % � . ,o yF �V � 'yF
BBASE BID - PERMATRAK BOARDWALK
BID ALT STEEL BEAM BRIDGE -Gl- PRC Sto.18 +79.82 - Cc, 20 +88.76 ' • • '
SEE STRUCTURES PLANS
•27 Now br Forme ,o' -oF
TRV TOW�.,PKC.
OF CARY y 7 ♦� /
-Gl - PT Sta. 17+57.80 326.4 P.O,X 8005 NF F 01 / / F C '
CAR27512-8005 A / / F
54 sSMH DEED B0� 5066 PAGE 61 -o y� / Q� 110,
/ / �
1 TOP=324.05' -809K'0 MAPS 1990 PAGE 346 ';A. t "O�y /
V.IN = 319)54'PM1 ■ 0754-00-0406 � �.O / ° /�
g I V�OUT=3144' �iy '�i EMBANKMENT N=' ,p• Cj� ` / F /��
t�`o, 51- 'O�y .� PRO CTr%N WITH 'oy 'ytc`
CLAS�I RIK P Qo F �'
�~ 'Oi'd' N T 72 <FON n,�y •'� 'v' N� W 'L '� / - S%� +5650�
y110
FJFi
TRV
�p ��� EF,81 jG ,o �' � . A / / -Yl �. /V,+ �3�9
FUTUR 8 •,�. \� / '� �„ E L'v�++- 6 -� . -o c, / ' . Q`F' " WITH APP Tg / T 2'V C C✓y �,o � . -
y�' OTHERS) o Tg �G ,� ,� •a,' `9 -o�' c'� F ,o� F / //
A y
�,o y y •o _ / T DITCH
y� �� Z 7 'L ♦ �' $'o �'A '�i- �� // y / SEE DETAIL 2
�o `�� �• GG / ,G �' ♦ �� ' TB / '�a'Na' i y9• y i / / �'c� �r•' �� SHEET 2E
c'y� -Gl - PRC Sto. 2,
C + �c9 gZ 7 � / r,, 6 �� • RE -GRADE EXIST DITCH
/
/ F �'' SAFETu AILS ONG AC TO TIE TO PROP 18- RCP
y 8' WIDE TUB FOR ` - - - - /F Z T '2 Q� REMOVE AND RESET
'° FUTURESp -� F ARE /N TAL THE G c,
' �� S TB . ST URE PJ .y C? 'yN22 N EXISTING RIP -RAP
a� -o ' F . STA. -Gl- 22 + 10 TO 22 + 32
^ ♦ o '� ✓S r' 'T, 322.79 C. Gov SEE CUT DITCH DETAIL 5
SPECIAL LATERAL V D H W:T / / ` y s SHEET 2E
SEE DETAIL 1 ' y /
SHEET 2E / F 1� ♦ `0` �yFF c♦ I o ' g 7 FoJ� NA 2 0152 �r k
��
l Sto /4+98 72 �-4� � ,
Gl - PC Sta�.� l8
CONWETE APPROACH 11�`
..
SEE 17= DETAIL 950005 GLE
Mq TCH
(BEEF -G 7- St
35 SHEET 5) 24 + 00
VD RAILI
0
Alp 7-0 23+57B6
YVAqE
U �
►� 7 BOOK SEMENTOp
``
2 p Mqp CULVER 0 X28
BLED FRO 69. A`. N �3J11a9Jl
,T7N MM4p
119 oK E FES
At L ? M�96
W 5' 37.7" E
-Gl- PT
CLASS 11 RIP RAP
OUTLET PROTECT
TO TOP OF BAP
EST 3 TONS
EST 8 SY GFD
70 LF 18" RCP
FES-0105 INV IN=314.9
STA. 22+32 -Gl- 23.0' T
+26.61 FES-0106 INV OUT=3 4.36'
STA. 22 + 71 -Gl- 34. ' RT
S = 0.86%
4`.* FF SP
F F4 -� � -Gl - PC Sto. 15 +86.92 -G/ Sta 30' DUCTILE IRON /
/ SF�F F �r'y 'Q .�• EMBANKMENT c' ��• �� TB / WATER MAIN THRUST BLOCK
PROTECTION W H , �y N 2'5Y TB V'`� ELEV (TOP) = 309.27'
CLy4SS 11 RIP� ` O
�, t _I y�• -Gl - PT Sto.15 +6720 EST 44 TOP�fS� '"'yam �S� `�O
U51 I 'y s' CLASS 'B' RIP RAP EXIT 51 SY GFD �
INVERT 15' FES t�` OUTLET PROTECTION SEE DETAIL 6 ON I 'Lkf eZ7
/ 150 = 333.95' '�y 4 10 TO WATER EDGE SHEET 2E
01 co EST 3 TONS
EST 8 SY GFD BEGIN /2'W/DE SINGLE &>
SPAN STRUCTURE ?
40 LF 18" RCP
-Gl- Sfo.17f72.00
FES-0101 INV IN=322.45'
Now or Formerly Q�'� ,�. STA. 14+87 -Gl- 19.2' LT
TOWN OF CARY y yF / ti�O �/ FES- 102 INV OUT=321.97'
Y P.O. BOX 8005 �� �a,G �� STA. �+ 87 -Gl- 20.8' RT
CARY, N.C. 27512 Q SSMH �
DEED BOOK 5066 PAGE 61 0 -o �/ SSMH4.06 �
�
BOOK OF MAPS 1990 PAGE 346 moo= / 2'y�c.s �� INV. IN - 318.79;
PIN ' 0754-00-0406 x INV. OUT=318.69
,.,•
SPECIAL LATERAL 'V' DITCH o .�,
SEE DETAIL 1 QG L ! F X -YR •�.
SHEET 2E
/j 3N.66
40 l /�� -Gl - PRC Sto. l .05
GRADE TO DRAIN / / !,p
BUMP OUT ASPHALT 2' � S: • // ^c
TO MATCH EXISTING i ^
WIDTH =,�a
AN
25 PROPOSED 48' CHAIN f�YK FENCE
' RV TO MATCH EXISTING. \
0 4 TIE TO EXISTING FENCE. �
-�, EXIST CHAIN LINK FENCE TO
yF / Xss BE REMOVED AND RESET TO
.A ♦ TIE PROP ASPHALT TRAIL TO
CONTRACTOR TO �� a EXIST CONC CURB
� / nc
MAINTAIN PEDESTRIAN -Gl- PC Sto. 12+57.47 /
ACCESS TO BALL k
FIELD. REFER TO /
TMP-1 FOR t� VAR/ABLE ASPHALT TRAIL WIDTH. /
ADDITIONAL NOTES. TIE TRAIL TO EXISTING CONCRETE BASEBALL FIELD 7 /
ca
�(b / 2 -Gl- PT Sta. 11 +8221 i
0
W/DE, ASPHALT TRAIL /
10'lTH 3 GRASS SHOULDERS /
WIDE , / F s r YP)
'yF • JJMn /
TOP=323.44' 24
�- INV. OUT=316.16' �325 10 �•�' //
r h ❑Ft�.-
i4`' RELOCAT L/G L P/ Sto 10+49.5/
�1,5� F ::..;•��- /y �, -Gl- A /Qi.68.f�TEBz 1 �,�'� / _
C551 r � 'BEGIN T /P PRO) B'L -0 6 D = 95 29' 34A' (LT 1
8 o N U l A t / L= 25.6/'
-Gl- PC to. +032 S / T = 13.W
s N 47r �93`W R = 60.00'
T +
0 . 85.E 0,
YR ♦ ♦ l
tDEp.
fff ►�R,tf
POT i / f//` ��.
•
t
4
y
/
8'WIDE CONC.TRAWWITH
i r
YGRASS
SHOULDERS
DFTAIL
SCALE: 1-=20'
-G/-
DRN NOTE 1:
54 LF 18" RCP
FES-0103 INV IN = 318.05'
STA. 10 + 34 -Y1- 25.0' RT
FES-0104 INV OUT=316.96'
STA. 10 + 36 -Y1- 28.5' LT
S = 2.02%
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THE PROPOSED GREENWAY.WHICH /S COMPRISED
OF THE SHOWN ASPHALT/CONCRETE PATH WITH
GRASS SHOULDERS ON BOTH S/DES.IS CONTAINED
ENT/RELY WITHIN TOWN OF CARY PARK PARCEL.BOND
PARKIN ACCORDANCE WITH FEDERAL REGULATION
23 CFR 7/0305(b) THE PROPOSED GREENWAY WILL
REMAIN A FACILITY FOR PUBLIC USE ADEOUATE FOR
THE CONSTRUCTION.OPERATION. AND MAINTENANCE
OF THE GREENWAY AND FOR THE PROTECTION OF
BOTH THE FACILITY AND THE TRAVELING PUBLIC.
LEGEND
® REMOVE TREE
ASPHALT
CONCRETE
REINFORCED CONCRETE
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SEAL
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CA
P.REMMINjEAMY P14AN$
D® :40T U TRUC 1=ON
•
'•�gj�'•FNG I NEE••• ��.��•
P/ Sto 10+48.66
Pl Sto 11+3623
P/ Sto /3+37.95
P/ Sto 14+60.32
A
= 46 5/' 08Z (RT)
p
= 26 50' 39.7' (LT)
A
= 18' l7' AT (RT)
Q
= 46" 47' 22.9' (LT)
CONSTRUCTION
NOTES:
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0
D=57•l7'44.8'
D=28''38'52.4"
D=ll'27'33.0'
D=57•l7'44.8'
l
TIE TO EXIST CURB AND GUTTER
JZ
}
z
L = 8526' L = 93.70' L = 159.58' L = 8/.66'
2 TIE TO EXIST TRAIL
muj
T
= 45.42'
T
= 47.73'
T
= 80.47'
T
= 4326'
3
TIE TO EXIST SIDEWALK
cj
Lj
z
R
= 100.00'
R
= 200.00'
R
= 500.00'
R
= 100.00'
4
RETAIN SS MH AND PROVIDE 4'
-
CLEARANCE FROM TRAIL EDGE
m
m
5❑ PROPOSED NETTING r240'J
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P/ Sto /5 +34.36
P/ Sto /6 +4423
P/ Sto /7 +25J3
P/ Sto /8 +50.50
s
PROPOSED BLACK VINYL COATED
Lu
ZLINK
3
A
= 3T l4' 18.5" (RT)
A
= 8r 22' 24.9' (RT )
0
= 75" 47' 51.8' (LT)
A
= 47r 46' • 42 4' (RT 1
❑7
CHAIN TIE TO EXIST METAL FENCE rR
RAILING AND
LU
w
W
w
D
= 57r 17' 44.8'
D
= 95" 29' 34.7'
D
= 95" 29' 34.7'
D
= 76" 23' 39.7'
"USTiREPLACE EXISTING RAILING
L = 68.48' L = 91.50' L = 79.38' L = 62.54'
AS NEEDED
T
= 35.65'
T
= 57.3/'
T
= 46.7/'
T
= 3322'
8
PROPOSED GATE r4'J
R
= 100.D0'
R
= 60.00'
R
= 60.00'
R
= 75.00'
8A
9
PROPOSED DOUBLE SWING GATE rl8'J
REMOVE EXISTING FENCE
o
o
. . . . . . . .
l0
TIE INTO EXISTING FENCE
o
11
: : : : : : : :
P/ Sto /9 +39.09
P/ Sto 2/ +65.64
P/ Sto 22 +61.59
Pl Sto 23 +45.42
/2
PROPOSED SPLIT RAIL FENCE (46*)
PROPOSED SPLIT RAIL FENCE r46'J
0
0
r
z
A
= 43' 07' 2/.5' (LT )
A
= 63' ll' 10.9' (RT)
0
= 50. 0/' 12.8' (LT)
A
= 5/' l5' 03.r (LT)
WITH BLACK VINYL COATED CHAIN
o
cn
D
= 38' ll' 49.9'
D
= 45" -W 11.8'
D
= 76' 24' 08.7'
D
= 190' 59' 09.4"
LINK FENCE BACK
Z
W
w
L =
112.89'
L =
137.85'
L =
65.47'
L =
26.83'
l3
PROPOSED METAL SAFETY RAIL
o
o
u
T
= 5927'
T
= 76.88'
T
= 34.99'
T
= 14.39'
l4
WITH VERTICAL PICKETS (487
SAFETY RAIL &CONCRETE
SHEET
NO.
R
= 150.00'
R
= 125.00'
R
= 74„99'
R
= 30.00'
TRAMETIL
4

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__ _ _ PRUNE ROOTS
-G2 Ax`, GRAVEL 1 / °° CRCPE 5 ' CREPE _
Q� � rn �• ' PARKING I �-�� -% '- SPECIAL LATERAL 'V' DITCH K
,/, `-' - --_____._SEE DETAIL 1 SHEET 2E n
Pl Sto 25 +35.55 Pl Sto 26 +45.08 Pl Sto 28 +56.55 Pl Sto 30 +11,.32 OQ� rn � � L 0 T / � VREPE � � CREPE 5 MAPLE l7 -MAPLE 7 _
= 6r l7' 2/.7° (RT) = 2r l9' 34.0" rLT� _ l9" 2/' 36.r (RT) A = 24. 38' 15.5" (RT) �� / i •, CREPE 5 R - ° 0 � FE - 25 = 15" RCP
„ i 1 _�BEP-F �_� EP6-----MO2JINV IN = 312.33' N "
D = 95 29' 34.7 D = 38•Ir 49.9" D = 22* 55* 05.9" D _ 57'l7' 44.8" �+�`' � � � ! _ � n � �,----------- STA 35+75 -G2- 14.3' LT
h-----f-iC�X��X � � i FES-0202 INV OUT - 312.23' � N
.i STA 35 + 95 -G2- 14.9' LT
L = 64.18' L = 55.83' L = 84.47' L 43.00' Pl l - ' ' _ .
rn >
T = 35.55' T = 28.24' T = 42.64' T = 21.84' P/ I . IN l2 •` rn -� MATCH EXISTING
N 20 `o
R=60.00' R=150.00' R=250.00' R=100.00' lNEl4 V. rn . i �- 'PINE 9 - • `x FENCE LOCATION I< w - co 0
� i PINE l PINE ♦, ` l0 c I W
^� i PINE l • ♦ TREE /6��+--X - �- -: ,�� _ DUAL TRt t ZU&�� /0 6 8 �2 p N m
Pl Sto 3/ +24.87 Pl Sto 32 +73.66 Pl Sto 33 +83.66 Pl Sto 35 +91.09 rn DUAL TREE 20&l6 • y
= 34• l3' 59.6" fLT I _ 14 0T 22.5" fRT 1 = 78' 06' 46.$" fLT I = 89" 28' 42.6" fRT I w P NE l7 � � slow _ REMOVE' EXIST
,�{M� r /0' FENCE IN LIMITS 2 0/ I Q
' _ _ • " _ • " "L' I yy lea t,} ��������������
t✓ �! ?E2 w/-
D _ 19' 05' 54.9" D _ lr 27 33.9 D _ 95 29' 34.7 D _ 95 29' 34.7 s �� � - - c EP -� -� � • � • � 1 3' R _z N
L 179.24 L 123.25 L 81.80' L 93.70' n rn ,ems / N
T = 92.39' T = 6/.94' T = 48.69' T = 59.46' b. - TREE �`I . ,1� , 1 / SPECIAL LATERAL 'V' DITCHRi
- - - - o n WEE 14 - _ 33 V 1 ._ / SEE DETAIL 1 SHEET 2E 1 �' l T.- 14 /
R - 300A0' R - 500.00' R - 60.00' R - 60.00'\ •� = w
PC Sto. 35 +31.64PE 1PINE /9 U LU
L" � z i TV E 22 1 X 1 / / E 4
C) `� C z z � Ln rn \\ RE -PE- SSMH i ' 1 5❑
R T o rn rn I� m - •'1 • / PINE
Pl Sto 24+64.56 EXISTNPR o C� n � z z rn O • \\ TOP=318.81' / •/ / 1
= 33'26'15.9"fLTI p�_,rN
�e e �rn� rn div ���`" �'\ i i is INV. IN = 3(�7.1 '• 340' 1 �v A E�3 0-0
/l
�r000 \ i F INV. OUT=3 6.5' I1
D = 259" 50 28J" rn N `�" o ♦ \\ i ��"�o`° +90 , . '' fiv`''
L = 12.87' cn • IT m 00 X � 1 ', �9i / : OAK 20
T = 662'1, �, X � � � 1 NE
R = 22.05' 321.49 LEY l3 ♦ \\�cp TREE l4 /
sue, I
(D LEY 9(�S LEY 12 o x \\.o _ I 4/
LEY 13 LEY lD • w ` \ . ,` r 4 +\ x �• •� • •�� I /1 /
FIELD / USABLE DIMENSIONS
EXISTING
360' X 205'
PROPOSED
1340'X /90'
♦ 1 15 --^�
♦ 1 :.: a I • an-Ys
AK
SPECIAL 1PINE l4
$00•� \� '2� / CUT DITCH +5 •.
'OAK 24
LEY l4 ' � \ 0 \\ ` ` RE .5.00 ,C9 / 1 ♦ SEE DETAIL 3 02
' ; ♦• �� 1 ; SHEET 2E 1 I �IE 15
-G2- PT Sto. 34+16.W 1
TREE 12 •, ♦ � `
LEY l4 ' X �E CR PE ` ♦ xB�/0' PINE
00
Y 9 00 - • WITH Sto 29+89.48 15. 10' W/DE CONC. TRAIL
00
H 3 GRASS SHOULDERS CURVE WIDENING h
N UNLESS OTHERWISE NOTED R=63'
Ci
$EPE R=/5' - W
\ ` X' CH SAT/ON MATCH EXISTING i I
` FENCE LOCATION C
.3OAK /6
FIELD 2 USABLE D/MEA
EXISTING
345' X 2
PROPOSED
345' X 2
A-`� _ ETAIN PROPOSED TREE TRIMMING - `6EXISTING •% i
6 TO PROVIDE 10'VERT.GEE C
18" RCP® G2 PRC Sto. 30+32.48 i -' s� Bz
o, ,,, F Et o �-� �'� -G2 - , W 30 + c + -
M cE ' 17.5 M
NnTF
THE PROPOSED GREENWAY.
WHICH /S COMPRISED OF THE
SHOWN ASPHALT/CONCRETE
PATH WITH GRASS SHOULDERS
ON BOTH S/DES.IS CONTAINED
ENTIRELY WITHIN TOWN OF CARY
PARK PARCEL.BOND PARK.
IN ACCORDANCE WITH FEDERAL
REGULATION 23 CFR 7/0.305(b)
THE PROPOSED GREENWAY WILL
REMAIN A FACILITY FOR PUBLIC
USE ADEQUATE FOR THE
CONSTRUCT/ON.OPERATION. AND
MAINTENANCE OF THE GREENWAY
AND FOR THE PROTECT/ON OF
BOTH THE FACILITY AND
THE TRAVELING PUBLIC
LEY /0 _p RO EN 6 26 F
N r- W F a F N l0' c -_ c ! c -_ °` -G2- PRC Sto.
,DoAK 23 ♦ 0 W co 345 -G2- PC Sto 28+13.9/ ❑� - c - : `®
. m �, c \ _ - Bz o 33 +34.97 LEGEND
LEY 9 Ln �i
REMOVE TREE
LEY ll
C � ....� ... :.•.+ : i TREE 34 22 LF STANDARD"
EY l0 ` 10'WIDE CONC. TRAIL ' 'I\ C �a APLE l3F � BZ , -G2- PR ,. 2+11.73 'V' DITCH, S=1.0% ASPHALT
� OAK 2/ �-G2- PC Sto. 26+16.84 WITH 2' GRASS SHOULDERS /2 / p / ,� T BZ 1 B / C fN SEE DETAIL 4 CONCRETE
` STA 25fO0 TO STA 27t78 '�� �� �` o� m CUT DITCH PROPERTY L SHEET 2E REINFORCED CONCRETE
LEY 8 LEY lD ` Y.I. ♦ / �/ / / c \\ C OO SEE DETAIL 2 EX(ST SPECIAL A _ -
/ i S H CUT DITCH wrs
i uP = 3311.73� '�I / / / /� / ,L 1�' RCP INS/. T 3 SHEET 2E SSMH SEE DETAIL 3
16 TREE 14 `INV. IN = 311.73' Lo
TRV TOP M.H. = 312.95' SHEET
LEY l2 � �IV. 01 IT = �u-F I ." �' - � / 'y / g1. � - ' TB CONSTRUCTION NOTES:
• TOP C.� 322.70' PRUNE
E ROOTS owlG �/ ,' W H/D2'GRASS SHOULDERS = oo.00'
/ .:: •� ' / �, s i INV. IN = 300.1
/. ..: _...:.. / Bz 1
„� INV. IN = 318.30' RETAIN 00 nn� 6M* �ti �� STA 30+66 TO ST 2f2/ E_
INV. OUT15. . ,TREE ` EXISTING �I iG`� G��'" / j 82 �3 end°�Z
LEY l0 ` 24" PIP PIS �. 'I Al
r W
x� F E W 2 A r-4
` IT T o I ��c / FLOODW ��a CUT DITCH _x PVC ss L W
.LEY l2 � SP OF S0.v r / jb"G / C V2- Sto. 28+98.38 SEE DETAIL 2 / 24
�jI vo SPECIAL
d N� I� o FNc TB SHEET 2E -ial
.LEY '�, FRC F� I0, III/ /'� _�/ VADERAH --........................-E
c �� ♦ F SEE DETAIL 1 4) _� `-------5 ♦ /
B Z
T�F 7 i:..: / l3
\ l3 0 0
m
W&M @R!oAp;t_1. -.ei
/� -\$,\ -
``RETAI *
,040 7\`fit " F E S
;;�Gl - PT Sto. 24+70.8/=
SHEET 2E 0.
�� ♦ F y ^ - - - � 1005 HIGH HOUDE ROAD. L.L.C.
oo.< TOWN OF ��♦ C/o FRED G. CASH, III
L N 8• QUO / DEED BOOK 4 PAGE 77 ♦ J- 738 CASH STREET
- J
DEED BOOK 17244 PAGE 285
EBOOK S 1987 PAGE 768 a BOOK OF MAPS 1993 PAGE 908
'2- Sto. 25+ 8 `� // SSMH
/ -G2- PT Sto. 26+72.6l
GIN GRco 0
C/L OF CREEK IS 10°
PROPERTY LINE / .-• - -
24' F.E.S. -
INV. OUTi•5310.87'
CUL>ERT 10'X28'
�IAW.OUT = 309.24'
D AINAGE ESMN'T.
(SCALED FROM MAP)
-GI Sto. 24+57.94
X
Do
Pl Sto 39+67.72
A
= 8' 06 34.6" (RT)
D
= 22' 55' 05.9"
L =
35.38'
T
= 17.72'
R
= 250.00'
Pl Sto 4/+89.58
A
= 12' 50' 18.8" QT)
D
= 28.38' 52.4"
L =
44.82'
T
= 22.50'
R
= 200.00'
Pl Sto 40+03J1
A
= 8' 0634.6" U)
D
= 22' 55' 05.9"
L =
35.38'
T
= 17.72'
R
= 250.00'
Pl Sto 42+34.39
A
= 12' 50' 18.8„ (RT)
D
= 28.38' 52.4"
L =
44.82'
T
= 22.50'
R
= 200.00'
ice✓ � ✓1�_ ---
/ ✓�
`1
-G3-
Pl Sto 40+67.72
A
= 8' 06' 34.6" (RT )
D
= 22' 55' 05.9"
L =
35.38'
T
= 17.72'
R
= 250.00'
Pl Sto 43+89.35
A
= 7* 29' 26.9" (RT )
D
= 11*27' 33.0"
L =
65.37'
T
= 32.73'
R
= 500.00'
Pl Sto 4/+03J/
A
= 8' 06' 34.6" QT )
D
= 22' 55' 05.9"
L =
35.38'
T
= 17.72'
R=250.00'
/ TOP M.H. = 316.34' PIN • 0754-02-1553
FLOODWAY / INV. IN = 303.88' 0 PVC)
INV. IN = 303.08' (24" PVC)
INV. OUT = 302.98' (24" PVC)
-G2- POT Sto. 36+69.04 =
-G3- Sto. 40+35.83
A= 90"0'0•
-G3- S 84' 32' 43Z E
-G3- PT Sto. 40+20.77
-G3- PRC Sto. 39+85.38 _
Y 18' R P • S T
aHt;K
CB
-G3- POT Sto. 38+00.00
-
EDGE OF PAVEMENT ( I�
CuII
"-' I EDGE OF PAVEMENT HIGH HOUSE ROAD (SR 1615) 18
II BACK OF CURm-wom-G3- PC Sto. 39+50.00 RELOCATE WATER
METER & BACKFLOW
BACK OF cU RELOCATE LIGHT POLE
PREVENTER TO
_
_77Imo. CB EDGE OF PAVE ENT -G3- STA 39t33.9' RT
PROVIDE A 2' !
REMOVE EXIST. SIDEWALK
OFFSET FROM RAIL
WITHIN PROJECT LIMITS
EDGE OF PAVEMENT 5' /0' `' "' " • ���•
v❑/
N
0� RC INV. OV i o
CE
TYPE I TYPE I /
❑
_ IMF ZUU E__ - - M0D MOD
C-
- -
SlIEWAALK
P EXIST RIGHT
-OF-WAYl -G3-
PBF
RIP -RAP
' •P INV. IN 311.537 ---� - - - - - -
�•30' RC INV. IN 311.552 30" RCP ®479
/00-YR
\ RETAIN IN IR
o. E 21 PINE �2 ,
.n Fi®
- 44 LF - 2 @ 36" RCP, S = 1.84%
HW-0203 INV IN=310.7l'-G2- STA. 36+43 20. ' LT
HW-0204 INV OUT=309.90' -G2- STA. 36+41 23 ' RT
RESET RIPRAP TO EXISTING CONDITIONS TO TIE TO PROP RCP
Sta. -G2- 36+43, 20' LT TO 36+41, 24' RT
-G3- PC Sto. 40+50.00
-G3- PRCeSfo. 40+85
B C
' -G_'r-! PT Sto. 4/+2a77
100-YR
PROP. 8' X 20'
BUS PAD
SEE TOC
DETAIL 3700,01
5TR -- -
20 ^
+ao H
S 84'
-G3-
RETA/N LIGHT
POLE
INSET AMATCH LINE -G2- (SEE ABOVE) 36 + 25
Sto. 41+671
- PRC S,
1
3 �%
10400
0
WITH VAI
SHOU4DE
l TIE TO EXIST CURB AND GUTTER
2 TIE TO EXIST TRAIL
3 TIE TO EXIST SIDEWALK
4 RETAIN SS MH AND PROVIDE 4'
CLEARANCE FROM TRAIL EDGE
PROPOSED NETTING 12407
6 PROPOSED BLACK VINYL COATED
CHAIN LINK FENCE f487
❑7 TIE TO EXIST METAL RAILING AND
ADJUST/REPLACE EXISTING RAILING
AS NEEDED
81 PROPOSED GATE (4')
$A PROPOSED DOUBLE SWING GATE r189
9 REMOVE EXISTING FENCE
lD TIE INTO EXISTING FENCE
PROPOSED SPLIT RAIL FENCE l467J
l2 PROPOSED SPLIT RAIL FENCE /461
WITH BLACK VINYL COATED CHAIN
LINK FENCE BACK
l3 PROPOSED METAL SAFETY RAIL
WITH VERTICAL PICKETS (487
l4 METAL SAFETY RAIL & CONCRETE
TRAIL
/-CULV RT 7.5'X12'
INV. UT = 306.26' (A)
INV. UT = 306.01' (8)
I
INV.)OUT = 305.97'(C)
100-YR
L---- --
END TIP
PROJ BL -0036
END CONSTRUCTION
-G3 - POT
STA. 43+85.00
CULVERT .
•306.17'
INV. OUT = (A)
INV. OUT = 306.18' (B)
CB
INV. OUT = 306.20' (C)
TOP=31 .75'
Sto. 43+56.62
INV. IN = 307.3
INV, 0 =307.2
24" RCP
IF ►Ak-�
NOTE h
GRADE SLOPE AT 3:l SLOPE WITH 2d MAX SLOPE.
TIE /N SLOPE AT TOP OF W/NGWALL.
BOOK OF-OSt
MAPS
PAGE 992
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PROP 20'X 70'TEMP CONST ENTRANCE.
WIDTH REDUCED TO 20'DUE CHANNEL
�Qp / CROSSING. FINAL PROPOSED CHANNEL
CROSSING WIDTH /S ONLY 14'W/DE.
155 p CONTRACTOR TO UTILIZE TEMP GRADES TO
cl -�QPROVIDE A TEMP CHANNEL CROSSING WIDTH
TO ACCOMODATE THE 20'-WIDE—
oQ``' CONSTRUCTION oF�TRANC o /// ivj
INSTALL AND MAINTAIN 18-RCP PER
DRAINAGE PLANS PIPE INSTALLATION /S SEE D RN
027 NOw br Fprmerly
REQUIRED TO ESTABLISH ;CONSTRUE It '/ NOTE 1 /
ENTRANCE. PRIOR TO P/PE - INSTALL /
TRV TOW OF CARP / � � ....
�
326.4 T 0• X 8005 INSTALL SILT FENCE ALONG LIAU � / F C 44; _
.oDISTURBANCE.FOLLOI/ l�E F
CAR ,1C 27512-8005 / F
SSMH DEED BO 5066 PAGE 61 C�ll%TRUCTION AND ST ATIXE
T � i
TOP= 324.05' �09K MAPS 1990 PAGE 341 LIMITS OF 'y OF SLOPES. ¢ErIN L LT /
154 INV. IN = 319.�4'PIN ' 0754-00-04t" F FENCE N T P / / Temporary Roc �04 /
,o DISTURBANCE, TYP c �� / p '�' A %
INV. OUT=319.B4' iy '�i EMBANKMENT �' ,p //•' / �n,TF Silt Check Type A yC�,,
-o �o -o� -o� 'y a' / W
� PRO CTION WITH , `1 �r�, 3.5 ft. weir height
y� CLAS"I RIPRAP So ytc` 2� /�'o t^7``
�ti 'o� r�.' ,o 'd� r EST 72 TO �'2 'v' �� /' 7 / / / �O y-
lo-
i E 10"ETAIL 6 -� '�i w / Z� / �// r f
EET 2` y W y .o ' • %Q.vo-
�'G� '„ c� '$,o \ . /cam / ,C ; / / OZi�
O T DITCH
� •� •�` J '� ���`' TB �'�A i 2 yc. `' / // ��� SEE DETAIL 2
�Q •� a� C' • TB '� } , F �� '"J c / ,/i t SHEET 2E
BI J OVE & ESET
\_
129 � — � �� i'y-c�yt�`�� RIPRAP
C INSTALL TEMPORARY EDED OR P �/
& FES
5Zf SILT FENCE. TYP
153 *LOCATION FOR SPECIAL _ /��� I RE -GRADE EXIST DITCH
STILLING BASIN,IF NEEDED. �// TO TIE TO PROP 18" RCP
oy / �G — — — /F / ?' `F� TB \\ oT- __ \ \ — REFER TO SINGLE SPAN , ? '�� `Q� REMOVE AND RESET
,'> i �� ��G'TRUCIRE /NSTALLAT/0 / �%/ EXISTING RIP -RAP
TB N o \ J' WTES " W'o� /�,b o` STA. -Gl- 22+10 TO 22+32
SPECIAL LATERAL 'V' DITCH ` SEE CUT DITCH DETAIL 5
= ice/ ��, /// o�
SEE DETAIL 1 SHEET 2E
SHEET 2E B N ,c• v' S 02A 1
y F
ool
INS AND MAINTAIN 18' RCP PER % .\ "320
DR�E PLANS PR/OR TO PIPE -� y �o
l T ATl l T /T FENCE
- I 'O \�` �� � � � rp a'
NS ALL ON NS ALL SILT ' /
ALONG LIMITS OF DISTURBANCE. I TALL- TEMP ROCK STtfi
/ FOLLOWING PIPE CONSTRUCTION AND CHECK. TYPE A /N DITCH ,y �P EMBANKMENT c' •• / o �� /�
TB
AS OUTLET CONTROL MEASURE Qo " TB
STABILIZATION OF SLOPES. RE �o !�j ��, PROTECTION H � �y
SILT FENCE AL TO ,,fIPE O 'y .o� �A j�� CLASS II RIPRAP � �y� A �" ���\ DRN NOTE l:
CLASS B RIP RAP EST 44 TONS \���� O 54 LF 18" RCP
151 E 51 SY GEy��A _ _ i2// FES-0103 INV IN=318.05'
150 I" LRT I'. FES /` / TOOTLET PRROEDGEON SEE DETAIL 6^1'N �-o 'LW BZ� STA. 10+34 -Yl- 25.0' RT
Ol 10 EST 3 TONS SHEET 2E 'v` FES-0104 INV OUT=316.96'
i INTENDED TREE REMOVAL (TYP) c, EST 8 SY GFDQo
UTILIZE TEMP ROCK SILT CHECK TYPE B �, - LOCATION FOR SPECIAL 2 2 STA. 10 .02 o -Yl- 28.5' LT
/ STILLING BASIN.IF NEEDED.
DURING GRADING OPERATIONSINSTALL F Ol 18 INV I N = 322.45' REFER TO SINGLE SPAN
WATTLESDUR/NG CONSTRUCTION PHASE AS / tiw STRUCTURE INSTALLATION ti
FINAL MEASURE. STA%4 + 87 -Gl- 19.2' LT m
Now Or Formerly /o51_ / FES-�102 INV OUT=321.97' NOTES.
TOWN of cARY
P.O. BOX 8005 �� �+ / STA. 14 + 87 -Gl- 20.8' RT
CARP N C 117512- 005 S- 1 2f/ =
B f . aA"VaOE
pqFEM
MAPS
�ALIE�d
F'� FR M6M
CULVERT 10'X2`
A`. N
aP
B H Ea\�
/
9�O
R E 696EN r
/
CLASS II RIP RAP
OUTLET PROTECTI N
TO TOP OF BA
EST 3 TONS
EST 8 SY GFD
70 LF 18" RCP
FES-0105 INV IN=314.9
STA. 22 + 32 -Gl- 23.0' T
FES-0106 INV OUT=3 4.36'
STA. 22 + 71 -Gl- 34. ' RT
S = 0.86%
INSTALL AND M NTA/N 18'RCP PER
DRAINAGE PL S.PRIOR TO PIPE
INSTALLATION NSTALL SILT FENCE ALONG
LIMITS OF STURBANCE.FOLLOW/NG PIPE
CONSTRUCT ON AND STABILIZATION OF
SLOPES. R -INSTALL SILT FENCE ALONG TOP
OF PIPE
INSTAL TEMP LINER /N DITCH
-Gl- A 22+30 TO 23f00 RT.
STR WITH NET
UT/ E TEMP ROCK SILT CHECK.TYPE B
DU /NG GRADING OPERATIONS. INSTALL
W TTLES DURING CONSTRUCTION PHASE AS
INAL MEASURE.
F
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DEED BOOK 5066 PAGE 61 Q� SSMH S/Nf'/F SPAN STRI/('T1/RF /NSTAII AT/nN NnTFS• U Q
BOOK of MAPS 1990 PAGE 346 0� �'2 TOP=324,06`�
PIN ' 0754-00-04M s� / �O�y� � � / — \ INV. OUT=318.69'
SPECIAL LATERAL 'V' DITCH � •
SEE DETAIL 1 G / F00
SHEET 2E / �Qp �' /! +��� -YR
/ / INSTALL TEMP SILT `
2�" / FENCE OUTLET. •1g33
INSTALL TEMP TREE Q 3Zlt 66
PROTECTION FENCE. TYP Qo
LIMITS OF DISTURBANCE. TYP
BADE TO DRAIN
C, �q
AN
25
4
/. Q %
7T
/
/ ! INSTALL TEMP LINER /N DITCH
PROP 20' X 70' TEMP / / / _ % o -GI- STA /2+65 TO 14+87 LT: /
CONST ENTRANCE. / /� c
JUTE NET
WIDTH REDUCED
TO 20' DUE TOLIMI
BRIDGE
ACCESS�OF ONLY /3'
�,0 BASEBALL FIELD 7
BUMP /N SILT FENCE TO
KEEP WATER METER j
I. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PR/OR TO
J
CLEARING AND GRUBBING NECESSARY FOR STRUCTURE INSTALLATION.
Z a-
2. CONTRACTOR SHALL ACCESS THE STRUCTURE CROSSING BY UTILIZING
PROPOSED GREENWAY ALIGNMENT.
O
3 /F GROUNDWATER /S FOUND DURING THE EXCAVATION NEEDED FOR
_
THE STRUCTURE, CONTRACTOR SHALL UTILIZE IMPERVIOUS DIKES,PUMP
N
AROUND.SPECIAL STILLING BASINS AND/OR COFFER DAM TO COMPLETE
STRUCTURE /NSTALLAT/ON.IF ANY OF THESE MEASURES ARE NEEDED,
O
THEY WOULD BE CONSIDERED INCIDENTAL TO THE STRUCTURE
INSTALLATION.
4. AFTER STRUCTURE /S SET AND SLOPES ARE STABILIZED. THE SILT
w
FENCE SHALL BE ADJUSTED TO RUN ALONG THE TOP OF THE BANK
AND UNDER THE STRUCTURE.
!_'RnSS P/PF /NSTAII ATInN NnTFS•
I. ALL ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO
, SEAL .,••
CLEARING AND GRUBBING NECESSARY FOR PIPE INSTALLATION.
2 CONTRACTOR SHALL ACCESS THE PIPE CROSSING BY UTILIZING
BAR ••.,
'•.��
.•' ��N,....,,���
4
PROPOSED GREENWAY ALIGNMENT.
.`` .• •.
E S S (ON9
3 CROSS P/PE(S) T O BE INSTALLED DRUING THE DRY.IF GROUNDWATER
�• �OF •• q
IS FOUND. CONTRACTOR SHALL UTILIZE IMPERVIOUS D/KES.PUMP
PREEIMIPPi,Y PL•AN*
AROUND.SPECIAL STILLING BASINS AND/OR COFFER DAM TO COMPLETE
PIPE /NST ALLAT ION. lF ANY OF THESE MEASURES ARE NEEDED. T HEY
Do VOT U TRUCI:ON ;
WOULD BE CONSIDERED INCIDENTAL TO THE PIPE INSTALLATION.
4. AFTER PIPE(S) ARE INSTALLED AND SLOPES ARE STABILIZED. THE SILT
FENCE SHALL BE ADJUSTED TO RUN ALONG THE TOP OF THE PIPE.
:� �' '•,•F t�•••• �•
•, qjI NEE.• O
•.NG �.
�'••.R// ��c.•.
THESE EROSION AND SEDIMENT CONTROL PLANS
M•
COMPLY WITH THE STATE OF NORTH CAROLINA
''••••''
DEPARTMENT OF ENVIRONMENTAL QUAILTY
SIGNATURE DATE
uj
DIVISION OF ENERGY, MINERAL AND LAND
RESOURCES GENERAL PERMIT NCGO1000
W
w
}Z
EROSION CONTROL MEASURES
mLu
OUTSIDE OF WORK AREA ; TOC u " z
INSTALL 6-FOOT HIGH CONSTRUCTION FENCE. ; SYMBOL STD DWG DESCRIPTION in m
CONTRACTOR TO ADJUST FENCING WITHIN NPDES GENERAL STORMWATER PERMIT SOIL STABILIZATION T/MEFRAMES 4000.01 TEMPORARY SILT FENCE In 0
1 LIMITS OF DISTURBANCE AS NEEDED TO KEEP ZLu
SSn�EDESTR/AN TRAFFIC OUTS/DE OF WORK AREA 0 3
/ SITE DESCRIPTION STABILIZATION TIME T IMEFRAME EXCEPTIONS 4000.06 WATTLE W W
� /�� � .► 32s TOP=323.4a 4 �• o �
y INV. IN = 316.94' •TRV
INV. OUT=316.16' 325.10 �•� PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE 4000.19 INLET SEDIMENT CONTROL DEVICE
• F �/ Bz 2 '� HIGH OUALITY WATER (HOW) ZONES 7 DAYS NONE o C-)v
•I 4000.23 TEMPORARY SILT FENCE OUTLET 0
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE o
_ BZ 1 -� SLOPES STEEPER THAN 3:1 7 DAYS NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. — TPF — 4000.25 TEMPORARY TREE PROTECTION FENCE r z
' •� �,� �' 7 DAYS FOR SLOPES GREATER THAN 50'IN O 7
SLOPES 3:1 OR FLATTER 14 DAYS
/ LENGTH AND WITH SLOPES STEEPER THAN 4:1.-��-��- -��- LIMIT OF DISTURBANCE Z_Lu Q Lu
CONTR R TO PROM E % 7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES, O a u
A GATE FOR THE 6-FOOT PERMITER SLOPES, AND HOW ZONES. NCDOT
/ HIGH CONSTRUCTION FENCE ` // 10 DAYS FOR THE FALLS LAKE WATERSHED. SYMBOL STD DWG DESCRIPTION SHEET NO.
/ AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS 7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES,
�Ile PERMITER SLOPES, AND HOW ZONES. 1633.01 TEMPORARY ROCK SILT CHECK, TYPE A EC-1
10 DAYS FOR THE FALLS LAKE WATERSHED UNLESS
THERE IS ZERO SLOPE.
)0- 1633.02 TEMPORARY ROCK SILT CHECK, TYPE B

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!'RnSS P/PF /NST A/ / AT /nN NnT FS� / � / e�: �v 1* :K 0 le .111
�0 / I �• v'� n�i R - PRUNE ROOTS
I. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO / -k "' / �`� �� GRAVEL 1 / _ CR_F,P 5 " (R PL`
PARKING / �'- ` /` % '' SPECIAL LATERAL 'V' DITCFt
CLEARING AND GRUBBING NECESSARY FOR PIPE INSTALLATION. �`�"I m / ' 11 / /�' ' , / . / ` R`EPE 5 ...........
--SEE •-SEE DETAIL 1 SHEET 2E
2.CONTRACTOR SHALL ACCESS THE PIPE CROSSING BY UTILIZING �OQ j / / i l LOT �� / i I �IFCRPPE MAPLE l7 SAPLE 7 25 LF 15" RCP
PROPOSED GREENWAY ALIGNMENT. Q \rn / �y \ \ ; j I� + C`(�EPE�EP 6� FEs 0201 INV IN = 312.33'
3 CROSS PIPE(S) TO BE INSTALLED DRU/NG THE DRY.1F GROUNDWATER �5 - 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
�. i �` STA 35 + 75 -G2- 14.3' LT
IS FOUND, CONTRACTOR SHALL UTILIZE IMPERVIOUS D/KES,PUMP FES-o2o2 INV OUT = 312.23'
AROUND.SPECIAL STILLING BASINS AND/OR COFFER DAM TO COMPLETE z- i \ Pl ' 1%l� l2 - • STA 35 + 9•5-G2- 14.9' LT
PIPE INSTALLATION. IF ANY OF THESE MEASURES ARE NEEDED. THEY m /� \ PIN l lNE 14 �'♦ rn
WOULD BE CONSIDERED INCIDENTAL TO THE PIPE INSTALLATION. (� "rn ; \ �� PIN 9
4. AFTER PIPE(S) ARE INSTALLED AND SLOPES ARE STABILIZED. THE SILT
Al
FENCE SHALL BE ADJUSTED TO RUN ALONG THE TOP OF THE PIPE. rn _-] �) ; `BINS l INS `• -:--x _ _ DUAL TREE 20&18 /
�P' 1 rn P NE / l7 / TREE l6�DUAL TREE 20&l6 x=
it If i INTENDED TREE REMOVAL (TYP)
20
m T-REE�iI PROP 25 X sF@CTAffMfATE1d�Of57V' 6 • `.
Cl) o ( I ^�; R�4 - -i i X I .— / SEE DETAIL 1 SHEET 2E l /
m rno o d `\ / - °' J / I INSTALL TEMP LINER /N DITCH,,,I l
J PE I -7 - - - - / i I ''j -G2- STA 35 fO0 TO 36+15 RT:
- ' TiZFE 22 X I JUTE NET
-
Tempo
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i �;-�' �0 � U' — - - \\ i - _ SSMH i / INSTALL 6-FOOT HIGH CONSTRUCTION FENCE I K
/ EXISTNP T o o m m rn ♦0% � :I. j /0'OFF OF THE PROPOSED SLOPE STAKE. / I Q)
cz rn A
\\ i TOP=318.81' / �• CONTRACTOR TO ADJUST FENCING WITHIN
Cz I. krn • j ♦♦ % 1� / , INV. IN = 3¢7.1 LIMITS OF DISTURBANCE AS NEEDED TO I
/c N ib ♦ \\ F� INV. OUT=3 6.5' �1 / R
O / ♦ KEEP PEDESTRIAN TRAFFIC OUTSIDE OF Z-77�F
m Jv- - / / ♦ ♦ ` TIRTOR TO PROVIDE I F� I� WORK AREA / I V i
_ _ Zp / ♦ A E OR THE 6 FOOT} ;-� , - _
z � T -� - /, ,3 ♦ ♦ HIGH ON�TRUCT/ON FENCE' 9,r ,�lQ� l E 0/AK
rn _ x 1 Is Jul
LAY ♦ ♦ \ \ \\� �, _�3 ss<<" I / PROPOSED TREE TRIMMING TO
/ ♦ \�c 0�%\X;n
`n - x� I ( 11 / PROVIDE /0' VERT.CLEARANCE I OIAK l II
♦ •w.CRZ: 229% DISTURBANCE SPECIALIPIyE li - 4 \ �' � ' PROP CONCRETE WASHOUT CUT DITCH \
/ ♦ ♦ \ ` \\` �C RE i 1 SEE DETAIL 3 'OAK
/320/ ♦ ♦ \ \ ` PROP 25' X 70' TEMP ♦ SHEET 2E I / E /5 I ��
— — / % / ♦ ♦ ♦ \ ♦ \� \\\0�'plNa •� �CONST ENTRANCE.fiRfE' l2 / —/ ♦ ♦ \, , /� ,% •�� F I \` PROP STAGING AND
/ ♦ ♦ ♦ \ -Al �E �` • cR �� / STOCKPILING AREA -G2- / 1 I P
/ ♦ ♦ - _ ` - - / 7' � -4 STAGING AND STOCKPILING CRABTREE CREEK v
♦ - r INSTALL TEMP SILT �\� v NOT PERMITTED WITHIN 1 I I I
EFFECTIVE FL00DWAY GREENWAY
OZ�' '� FENCE OUTLET. TYP � � ` EPE 4 , 1. � i - - - _ - - - - -
00
EE 15 El
OAK /6 ` _ AIN "
` INSTALL 6-FOOT HIGH CONSTRUCTION FENCE �� EXISTING C
_ ` �\ 18'�RCP BZ
\ 10' OFF OF THE PROPOSED SLOPE STAKE. 000,
\ �CONTRACTOR TO ADJUST FENCING WITHIN \
LIMITS OF DISTURBANCE AS NEEDED TO .■-„ F - i
. \ LJAK 23\� KEEP PEDESTRIAN TRAFFIC OUTSIDE OF \ \ C - c _ - C - -C BZ _ G ��_INSTALCTEyP-L/NEF�JIV-D /
�E \ A WORK AREA \ C \ _ _ _ - - _ -Jim, -G2---STA 3,it00 -
1 1 LIMITS OF DISTURBANCE. TYP ® 'v + S 1 �33 90-R APER NET
it I \ ®♦C C •.• �' TRESTANDARD
fF -34—
� ` � TB 22 LF
in \ \ C APL •l — BZ 1 — —
\ 'V' DITCH, S=1.0%
VOL 0 OAK` \ / / �/ ' BZ 1 i SEE DETAIL 4
LIN SHEET 2E
�EY lD\ ` Y.I. \ — — — A ♦ G C 1 ' i `11 / CUT DITCH PROPS SPECIAL
LEY 8 \ \ \ ` TOP = 318.43' 1"`i ♦ / : - ,.. j/// III i S JJ SEE DETAIL 2 CUT DITCH
E /�` INV. IN = 311.73' pEE ♦ I ti R T �� I i SSMH SEE DETAIL 3 /
V. 0� it = III -F7 2 GR y g1. \ Tempo TB SHEET 2E_ TOP M.H. = 312.95' SHEET
l� PRUNE ROOTS G ♦ ♦ G / '� �/ III Roc t INV. IN = 300.1 '
\ • TOP CI\ �.7p' REE ♦ / / � � I I _ � -
\ INV. 1MM 1 ' \ E C ♦ ♦ �: ��' II II 0ti Check Type UTILIZE TEMP ROCK SILT CHECK, 00
INV. 0NT = I� RETAIN RE ♦ / / I \ 1 A 1.25 ft. TYPE B DURING GRADING OPERATIONS. E
C•� \ EXISTING P5 100 ♦ / .: e2 I INSTALL WATTLES DURING CONSTRUCTION
\ 1 LEY l0 TEE 14 24" PIPE R ♦ / "'• /I I ( weir height
�\ \�`l
oap
1� PIN
00 ♦ / .. / \ PHASE AS FINAL MEASURE.
♦ _ / FLOODWA / 1 ss
\ III CUT DITCH . Pv�-
♦ ♦ ♦ / / �_0 SPECIAL /�\ I SEE DETAIL 2 / Temporary 24 yR
♦ B SHEET 2E ock Sil♦
C / j LATERAL I ht eck Type
E
� "'■ � .'V' DITCH / � REMOVE GRAVEL PARKING � F
♦ C �F �// SEE DETAIL 1 4) LOT AND SEED
SHEET 2E _ _ - INSTALL TEMP LINER IN DITCH
..
i - - G2 STA 29�25 TO 00 RT:
DOUBLE F/BERG ROVING y R ,--.
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P� DEED BOOK 4 PAGE 77 QJ
BOOK S 1987 PAGE 768
INSTAL EAAIP LINER /N DITCH SSMH
i
�24' F.E.S.
INV. OUT, •E 310.87'
'\ ` aw OUT 10309 24'
R`R`�i�i \ �\��\ \\�\\ D AINAGE ESMN'T.
�S`CALED FROM MAP)
- INSTALL TEMPORARY
SILT FENCE, TYP
100
x \ ♦ o-
EROSION CONTROL MEASURES
SYMBOL STD DWG TOC DESCRIPTION
4000.01 TEMPORARY SILT FENCE
C 4000.06 WATTLE
1:9 4000.19 INLET SEDIMENT CONTROL DEVICE
2z 4000.23 TEMPORARY SILT FENCE OUTLET
— TPF — 4000.25 TEMPORARY TREE PROTECTION FENCE
-••-••-••-••- LIMIT OF DISTURBANCE
NCDOT
SYMBOL STD DWG DESCRIPTION
1633.01 TEMPORARY ROCK SILT CHECK, TYPE A
)0- 1633.02 TEMPORARY ROCK SILT CHECK, TYPE B
A 1.25 ft.----' --� ���
weir height
E-
INSTALL TEMP LINER IN DITCH 1005 HIGH HOUDE ROAD. L.L.C.
-G2- STA 3/t00 TO �33+00 RT: JUTE NET clo FRED G CASH III
FLOODWAY -G2- STA 29+00 TO 29+15 RT: / / / TOP M.H. = 316.34'
SINGLE FIBERGLASS ROVING INV. IN = 303.88' (8' PVC)
le INV. IN = 303.08' (24" PVC)
INV. OUT = 302.9-"
INSTALL TEMP TREE PROTECTION FENCE. TYP
INSTALL AND MAINTAIN DUAL 30' RCP PER
DRAINAGE PLANS PRIOR TO PIPE
INSTALLATION.INSTALL SILT FENCE ALONG
LIMITS OF D/STURBANCE.FOLLOW/NG PIPE
CONSTRUCTION AND STABILIZATION OF
SLOPES. RE -INSTALL SILT FENCE ALONG
TOP OF PIPES
INSTALL INLET SEDIMENT 4010
CONTROL DEVICE, TYP
�_ R P • S � �_� BAC�ho —
� CB \ �316.42� EDGE OF P7VE-*E T
EDGE OF PAVEMENT
-\BACK HIGH HOUSE ROAD (SR /6/5)X
B K-OF­CURB
CB EDGE OF PAVEMEdVT
� I /
\ �b 'E OF�A EMENT 3� RCP INV. OUT 310.757, 30" RCI i
_
E IST RIGHT
/OF -WAY
,�■■�• .. P8F
E
P30' RCP3/5
ei J — - — — _
P I
NV. IN 311.53.7
j 30' RC INV. IN 311.5� 30" R_CP
• \ RETAIN r®LLY 6 IN/ t9UA �► l�•'PI PINE G
I
738 CASH STREET
DEED BOOK 17244 PAGE 285
BOOK OF MAPS 1993 PAGE 908
PIN • 0754-02-1553
44 LF - 2 9 36" RCP, S = 1.84%
HW-0203 INV IN=310.71'-G2- STA. 36+43 20. ' LT
HW-0204 INV OUT=309.90' -G2- STA. 36+41 23 ' RT
RESET RIPRAP TO EXISTING CONDITIONS TO TIE TO PROP RCP
Sta. -G2- 36+43, 20' LT TO 36+41, 24' RT
INSTALL TEMP ROCK SILT /
CHECK, TYPE A /N DITCH
AS OUTLET CONTROL MEASPE
LIMITS OF-M*RBANCE,TYP A
100-YR _ _ -
INSTALL TEMP SILT
FENCE ALONG EXISTING
CURB AND GUTTER, TYP
INSTALL TEMP SILT
FENCE OUTLET. TYP
-G3-
CRABTREE CREEK
GREENWAY
B C
C
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N
CULV
RT
7.5'X12'
INV.
UT
= 306.26' (A)
INV.
UT
'
= 306.01' (B)
INV.PUT
= 305.97'(C)
100-YR
INSTALL TEMP SILT
FENCE. TYP
\ CULVERT 7.5'X12'
INV. OUT = 306.17' (A)
INV. OUT = 306.18' (B) CB
INV. OUT = 306.20' (C) TOP=316.75'
INV. IN = 307.3
INV. OUT=307.2
F - 24" RCP-
-
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INSET AMATCH LINE -G2- (SEE ABOVE) 36 + 25
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