20150800 Ver 1_More Info Received_20150821

WITHERS &' RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
1410 COMMONWEALTH DRIVE, SUITE 1o1
WILMINGTON, NORTH CAROLINA, 28403
(910) 256 -9277
FAX [phone]
TO: NC Division of Water Resources
512 N. Salisbury Street; 9" Floor
Raleigh, NC 27604
WE ARE SENDING YOU ® Attached
❑ Shop Drawings ❑ Prints
❑ Copy of Letter ❑ Change order
LETTER COOFTRAN-SWTTAL
DATE 8/20/15 I JOB No. 02130433.10
ATTENTION
Ms. Karen Higgins
PHONE #
919 -807 -6363
RE: Crosspointe Church Expansion — Cary, Wake Co.
Additional Info Submittal
❑ Under separate cover via
❑ Plans ❑ Samples
❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
5
8/20/15
02130433.10
Revised Impact Maps with Existing Topo
5
8/20/15
02130433.10
Existing Conditions Plan (24x36)
5
8/20/15
02130433.10
Sediment & Erosion Control Plan
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ Foryour use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Signature:
Date:
u ' ' 2015 �-
DENR - WATER RESOURCES
401 8 BUFFER pr.........,
COPYTO: File SIGNED: Troy Beasley
If enclosures are not as noted, kindly notify us at once.

August 20, 2015
NC- Division of Water Resources
401 & Buffer Permitting Unit
Ms. Cherri Smith
1617 Mail Service Center
Raleigh, North Carolina 27699
RAVEN EL
ENGINEERS I PLANNERS i SURVEYORS
I�
1
Re: Crosspointe Church Expansion — Submittal of Additional Information
Cary, Wake County
Corps AID #SAW - 2014 -0o835
W &R Project #02130433.10
Dear Ms. Smith,
Enclosed with this letter are the updated Impact Exhibits, which now include the existing topo, as
well as a 24x36 copy of the Existing Conditions sheet in the construction plans. Please let me know
if you need anything else to complete your review.
Sincerely,
Troy Beasley
Environmental Scientist
Attachments:
• Revised Stream Impact Exhibits
• Existing Conditions Plan (24x36)
_ A uG 9 1 2015
1410 Commonwealth Drive I Suite 1011 Wilmington, NC 28403 1 tel: [phone] fax: [phone]
www.withersravenel.com I License No. C -0832

I
at
CARPENTER
16 ISVILL
P wAY
VICINITY MAP NTS
N
WiE .... . ... . 7A. ... . ...
�... I
- - - - -- _ ...�...�..,�....
JA - - --------
- -- - - - --
No. Revision Date I By o..;_ x.k
fr CROSSPOINTE CHURCH EXPANSION
co.s•d er M+b v�.
Cary Wake County North Carolina
i
rf t's'
NNIN'"
1
sti ice+ i•-"
�
i
•
i �+ ♦
f
f
1
I
I �
WETLAND & STREAM IMPACT SUM MARY
PERMANENT
PERMANENT TEMPORARY TEMPORARY
PERMANENT
TEMPORARY
WETLAND IMPACT WETLAND IMPACT WETLAND IMPACT WETLAND IMPACT
STREAM IMPACT
STREAM IMPACT
MAP
IMPACT# (AC)
(SF) (AC) (SF)
(LF)
(LF)
A
1
-
22 �,•/+
B
2
40
/
3
_ 74
-
4
-
13
i C
5
20 _
6
-
75
-
TOTALS
0.000
0 0.000 0
209
35
No. Revision Date I By o..;_ x.k
fr CROSSPOINTE CHURCH EXPANSION
co.s•d er M+b v�.
Cary Wake County North Carolina
GRAPHIC SCALE
200 0 100 200
OVERALL IMPACT MAP
(STREAM & WETLAND)
WITHERS &- RAVENEL
irruaarr 1 PLANNERS 1 SURVEYORS
.ts Mr \e.u�pme C.ry.l'b.h �li�u 3l5.r tl'.11 -1— w, r._1Mnu..ml..an li . rasa",
i
GRAPHIC SCALE
200 0 100 200
OVERALL IMPACT MAP
(STREAM & WETLAND)
WITHERS &- RAVENEL
irruaarr 1 PLANNERS 1 SURVEYORS
.ts Mr \e.u�pme C.ry.l'b.h �li�u 3l5.r tl'.11 -1— w, r._1Mnu..ml..an li . rasa",

s
3
v
x
3
A
g
Y
9
1
w�
PROPOSED ROLLMAX BIONET
C70OBN EROSION CONTROL
BLANKET (OR EQUIVALENT)
FROM TOP OF BANK TO TOP
OF BANK FOR STABILIZATION
LIMITS OF
DISTURBANCE
0
-o
m�
m�
\ STREAM
W�
JNO.j R —isinn Date By ti s�.k
°° a, � 5 CROSSPOINTE CHURCH EXPANSION
Ch, k.d e, n n...
Town of Cary Wake County North Carolina
PROPOSED
PRIVATE FORCE
MAIN
TEMPORARY STREAM
IMPACT 1 =22 LF
STREAM IMPACT 1
i
1
Is
N
GRAPHIC SCALE
20 0 10 20 40
I I I 1
NNNNI NNE NNNNI
1 inch = 20 ft.
WITHERS RAVENEL A
ENGINE aRS 1 PLANNIIA I SURVIVOR
ns Madman onw C.rv, wnM C- 1-27511 *191 9d691— v.vw.01,11 11yen L..- - .-."
F
GRAPHIC SCALE
20 0 10 20 40
I I I 1
NNNNI NNE NNNNI
1 inch = 20 ft.
WITHERS RAVENEL A
ENGINE aRS 1 PLANNIIA I SURVIVOR
ns Madman onw C.rv, wnM C- 1-27511 *191 9d691— v.vw.01,11 11yen L..- - .-."

1.
3
Y
Y
Y
s
Y
i
`d
No
a
x
.TEMPORARY--
- BYPASS'
CHANNEL
LIMITS OF
DISTURBANCE
7/
PERMANENT
STREAM IMPACT
3 =74LF
PERMANENT
STREAM I M PACT 2
= 40 LF
STREAM
PROPOSED
60" RCP
CLASS 1 RIPRAP HEADWALL NOR
APRON
40'X 15'X36"
R-kinn
r
MH
Date By
IDl-B AM °° CROSSPOINTE CHURCH EXPANSION
11,1141, B, M.�
n l,nNn ut Can Alake Couni? North Carolina
TEMPORARY
STREAM IMPACT 4
= 13 LF
** *SEE SHEET D FOR
ADDITIONAL DETAILS
HW 1
HORIZONTAL SCALE: 1 " =50'
VERTICAL SCALE: V =5'
335
EXISTING — J
GROUND /
330 \ j
STREAM
II
\ � 325
HW -1
PROPOSED
HEADWALL
I
--�l
LIMITS OF
DISTURBANCE
STREAM IMPACTS 2, 3, & 4
320
10 +00 10 +50 11 +00
HW 2
HORIZONTAL SCALE: 1 " =50'
VERTICAL SCALE: 1 " =5'
335
EXISTING \
GROUND \ /�
330
I
t
325
320
l10 +00 10 +50 11 +00
GRAPHIC SCALE
20 0 10 20 40
I
1 inch = 20 ft.
WITHERS &- RAVENEL h iNn.
IIIINIIII 1 PLAINER! 1 SURVIVORS B
tlS Mrhen•n Dnw C.N, N�.n, L.�, 111 �.:15�t m1915- E65 -ilb wwn.wltl�lnl.vmll ���m ,�11n.1 N��c -0esl

STREAM
LIMITS OF -
DISTURBANCE
CLASS 1 RIPRAP
APRON
20'X8'X24"
PERMANENT
STREAM IMPACT 5 =
20 LF HW
PERMANENT
STREAM IMPACT 6 \
= 75 LF \
NO R—kinn Date By
1 CROSSPOINTE CHURCH EXPANSION
D�.wn By AM D'�h 1 1
>s Town of Cary Wake County North Carolina
-, Ii
I
i TEMPORARY
I
BYPASS
CHANNEL
MH 3
-PROPOSED �7
HEADWALL I
-I- PROPOSED
30" RCP
LJI
I
LIMITS OF
r1 DISTURBANCE
FES -1
/v I
l
1 II
STREAM IMPACTS 5 & 6
** *SEE SHEET D FOR
ADDITIONAL DETAILS
FES 1
HORIZONTAL SCALE: 1" =50'
VERTICAL SCALE: 1 " =5'
350
EXISTING f
GROUND.
.rra
340 rA
335
10 +00 10 +50 11 +00
HW 2
HORIZONTAL SCALE: 1 " =50'
VERTICAL SCALE: 1 " =5'
340
335 I
I
EXISTING I j
GROUND
330
325
10 +00 10 +50 11 +00
GRAPHIC SCALE
20 0 10 20 10
I inch — 20 ft.
WITHERS &- RAVENEL 1" 1N
ENGINEERS 1 PLANNERS 1 SURVEYORS C
uz.n..�. D.— c.n.N—I! I...1111� 11 v,v�ev.»w w,.w.w�ro.�.�.....i.� „m 0 .... 1., 1 ues.
I
-I- PROPOSED
30" RCP
LJI
I
LIMITS OF
r1 DISTURBANCE
FES -1
/v I
l
1 II
STREAM IMPACTS 5 & 6
** *SEE SHEET D FOR
ADDITIONAL DETAILS
FES 1
HORIZONTAL SCALE: 1" =50'
VERTICAL SCALE: 1 " =5'
350
EXISTING f
GROUND.
.rra
340 rA
335
10 +00 10 +50 11 +00
HW 2
HORIZONTAL SCALE: 1 " =50'
VERTICAL SCALE: 1 " =5'
340
335 I
I
EXISTING I j
GROUND
330
325
10 +00 10 +50 11 +00
GRAPHIC SCALE
20 0 10 20 10
I inch — 20 ft.
WITHERS &- RAVENEL 1" 1N
ENGINEERS 1 PLANNERS 1 SURVEYORS C
uz.n..�. D.— c.n.N—I! I...1111� 11 v,v�ev.»w w,.w.w�ro.�.�.....i.� „m 0 .... 1., 1 ues.

2' MIN t'
2' 2'
LINE BOTTOM
TARP
PROTECTION
TEMPORARY STREAM BYPASS DITCH SECTION
NTS
PERMANENT SOIL REINFORCEMENT INSTALL LEVEL
PIPE OUTLET MATTING (PSRM) AND FLUSH WITH
NATURAL GROUND
A
A
SQUARE PREFORMED?
SCOUR HOLE (PSH)
(RIP RAP IN BASIN
NOT SHOWN FOR
CLARITY)
PLAN NE' SCOUR HOLE DETAIL
NTS
°k
es
RIPRAP APRON
PIPE OUTLET (SEE DETAIL)
RIP RAP
SECTION A -A
FTOP OF BANK
TOP OF RIP RAP
TO MATCH
PRE — CONSTRUCTION
STREAM CONTOUR
RIPRAP DETAIL
NTS
** *SEE SHEETS A -C
FOR STREAM IMPACTS
I No. Revco— Date By I D,,il,, .i
D,.. °.1 , .5 CROSSPOINTE CHURCH EXPANSION STREAM IMPACT DETAILS WITHERS & RAVENEL
j Ch,AedBy AM N,,,.,." ENGINE 28 1 PLANNERS 1 SURVIVORS D
I in I mimmA&I Town of Cary Wake County North Carolina I I ,,,_.M..D, c.n, „mC.,,,,, .nsi, .. _9.,,.a

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14' PN -1/ �/ I 1 11 .........
, -1--
Art
PH
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I OAK
10"
I I' PN
17' MPL
24- POP
22" -PN
100 YEAR FLOODPLAIN 16"10 MPL
ELtV 326.88�,-*
:7
71'
115;
, P
V21
Al�
88
R TO MAINTAIN EXISTING
CONTRACTOR N
&N
f "PUMP STATION UNTIL NEW GRAVITY I p
;><
11--7 J SEWER AND PRIVATE PUMP STATION
AND FM IS INSTALLED AND 15" P�
42- TRP r C1
OPERATIONAL �7*1 2 _ P0 31® POP
I No 30,
I P
'ole
x15,
N
13 f
6-h,
q,
15' POP 15' PN
1 SAW O*K OAK 11' GUN 11 PN 43' OAK
10- OAK 4- 17 POP- 12
P4 23" OAK -f),d�v P �. 4-05, OR, -1 1 F10' MPL,affi N 3" PN 8
2, Om 22 14' MPL 16' PN
bL
I I' OAK 21' POP
I EILM OAK 19' PN 17" P 17* PN 7' PN
1
1�' HK 14' HK 1 GUM 14' PN 15, P
13" PN
12- 0* 1 OAK 1 K c, �i M
13' OAK 0' OAK OAK 16" GUM
.o, 0. 22' PG k -
In' MP 7% 0* AKIDO
aft A ""or 20- 0
22' OF
20* OAK 1- 21 3 1 G, N
21' OAK I I .P 17' PN 11. Mp* 10- PN
15' OAK 20' OAK- V5 'L * 16' PN
AK
1
K
17' OAK 24" OAK OAK," 19- pK, -� 15� PN
2' OAK 19, 20" MPL EX EASEMENT TO
k 1p
I-Iol 13' OAK 18" M L 12' MPL 13' PN 21' PN--/* 31 GUM BE ABANDONED,
4' MPL NO LONGER
Al
1
0" PL NEEDED
MPL
A DEITY E. HOCKADAY
10' PN§
15® GUM Icr 12" PN OB. 52RACT68. PG. 734
T 34
V.ItNlo" PN B.M. F992, PG. 753
PIN NO. 07,"X4-63-8619
6721'Ir —,,j6,5j, 24' PN 10 N �2 PN 10'
PN
10' PN
1;6, GUM ;O?�
I/ 'Ile 8" Pr 25' G M * 10' PN .,-EX, RCP TO BE
2�-13"GUM 11" PN I I' PN
Aoo� MPLa
III- PL 2� *1 'IN REMOVED.
TRACEY AW ROSSI
a8. 135M, PG, 2128
LOT 29 CIA SFRMUIIEZZQ�05S
$1W. 198k 1239 TT29,6, , A ROWLD K. GAIKOOV
TRACT IA 34Y6,
AN NO, DF551 .53-1551 Ou. -7,970, Pa 258 PG 149 CHARLES W. LEWS -hWM
PIN MIT 070,04-53-3j55 TRACT n 0.8. 3667, PG. 511 JERRY C Dtr
B.M. 1965, t= 6 Lor JC D.B.4007, -. 34F
PIN NO. 0735,04 -5J -5,Z.9 A PART OF LOT P
LOT 34 A PARr OF JA
B.M. 1970, PG 258 B.M. 1970, 258
PtN NO. 0735.04-53-7432 PIN NO, 07M.()4-65-0418
EX, RCP TO BE
REMOVED,
EX. RCP TO
REMAIN AND
EXTENDED,
"
No. —RevisloDesigner " ll
ll Date �Y_ g W&R 1 80'
Drawn By L , te
ZZZ 1 f 14
Checked By No.
W 13043110
LINE TABLE
LINE
BEARING
DISTANCE
L I
s 89,08,01" W
7&91'
L2
S 65®52'25'" IN
53.36'
L3
5 79'20'25 " W
53.09'
L4
S 69"0920" IN
57.92'
L5
5 50"09'41 " W
53.63'
L6
S 56*38'05 " W
49.70'
L7
5 56'07'47" W
51.45'
L8
S 57*10'54" W
52.28'
L9
S 58'40'00" W
47°.32'
L10
S 61 °4 443' W
46.59'
L I 1
5 6222'J0 " W
34.50'
L 12
N 87'46,37" E
59.74'
L 1.3
N 64'15'39 " E
36.09'
L 14
N 89'03'40" E
10.24'
L 15
N 89'56'0.3" E
53. 11,
L 16
S 66'07'52" E
52.92'
L17
5 86'04'5,3" E
54, OX
L 18
S 84*44,39" E
51.85'
L 19
5 8J'28'25 E
52.57'
L20
S 61 *5954 E
5332:
L21
s 81,09,18" E
39.49
L22
S 79`16'26" E
212°82'
L23
N 02'0629'° E
20.22:
L24
5 79°16'49" E
12L05
L25
S 76°5125" E
52.76'
L26
S 76"05'39°' E
53.17'
L27
S 773828 " E
49° 77'
L28
S 77'0759" E
51.39°
L29
S 76°54 °03`° E
52.18'
LJO
S 7637'58" E
53.65'
L31
S 76°0222" E
48.08'
L32
N 02"31 °40'" W
0.47'
LJJ
N 02'26'11 " W
20.01'
GENERAL NOTES:
1, THE FOLLOWING INFORMATION WAS USED TO OBTAIN NC GRID NAD83(1986)INAVD88 STATE PLANE COORDINATES (SPC)
FOR THIS PROJECT.,
CLASS OF SURVEY: URBAN LAND SURVEYS (CLASS A)
POSITIONAL ACCURACY. 0.02'
GPS FIELD PROCEDURE: VRS
DATES OF SURVEY., XXIXX114
DATUMIEPOCH: NAD83(1986, N.C.G.S. 'TANGENT)
PUBLISHEDIFIXED CONTROL USED: VRS, NCRD
DEOID MODEL: NCGEOID12A
COMBINED GRID FACTOR: 0.9999108
UNITS: US SURVEY FEET
GRIDIGROUND POINT. Y(N) 755,947.730 X(E) 2,036,930°742
2° ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED.
3. AREAS SHOWN HEREON WERE COMPUTED USING THE COORDINATE COMPUTATION METHOD.
4, LINES NOT SURVEYED ARE SHOWN AS BROKEN LINES FROM INFORMATION REFERENCED ON THE FACE OF THIS PLAT.
5. PROPERTY SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD, THIS PLAT IS A CORRECT REPRESENTATION
OF THE LAND PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH NORTH CAROLINA STANDARDS® G.S. 47-30,
AND REQUIREMENTS OF LAW, BUT A NORTH CAROLINA LICENSED ATTORNEY—AT—LAW SHOULD BE CONSULTED
REGARDING CORRECT OWNERSHIP, WIDTH, AND LOCATION OF EASEMENTS AND OTHER TITLE QUESTIONS REVEALED BY
THE TITLE EXAMINATION.
6, SUBJECT PROPERTY IS NOT LOCATED IN THE 100 YEAR FLOOD PLAIN AS SHOWN ON THE FEDERAL EMERGENCY
MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NO, 3720073500J, PANEL NO. 0735 EFFECTIVE DATE MAY 2,
2006
7, DISCLOSURE WAS DISTRIBUTED BY THE COMPASS METHOD. THE DISTANCES ON THE MAP ARE ADJUSTED HORIZONTAL
GROUND DISTANCES UNLESS NOTED OTHERWISE, ALL AREA CALCULATED BY COORDINATE COMPUTATION,
T VALVE
R POLE
POLE
ICAP PARKING
qT OF WAY
YLINE
HYDRANT
R MErER
V OUT
HANG
PIPE FOUND
PIPE SET
DRAIN
E OF PAVEMENT
WIC Box
RELEASE MANHOLE
UN
'UGArED METAL PIPE
tED FLOOR ELEVATION
POST
WOR
0 LIGHT
kEGULATOR
tsE MANHOLE
IRE
ICAP SIGN
sox
IMP POST
AD PETROLEUM TANK
4x
' SrUAOUT
�CH�CUTICKETF HEAD WALL
R1W
I;ME 110r SURIMO
ROLAVARY LINE
FAS
FENNE
COACRETE CURBING
RIPROP
OWASANG
UNXRGROUND SANITARY SEWER LINE
UNX:PGROUND STORM WATER LINE
OVERIZW POWER LINE - ---
OVFA�60 SUPPORT CABLE
0IIP!
sc SC
GRAPHIC SCALE
0 40 B0
ME
I inch 80 tt.
Cary Project NUryiber 14 -SP -050
Cary HTE Number 15-0030
Approved by the Town of Cary
Development Review Committee
RM
WITHERS & RAVENEL Sheet No.
ENGINEERS I PLANNERS I SURVEYORS 1.0
11 5,10acKenan Drive Car,,, North Carolina 27511 tel: [phone] wwwwithersrdvenel.corn License No. C-08321

—i zz TEMPORARY INLET
7- PROTECTION (TYP)
CHAMPION TREE
— — - - - - TO REMAIN (TYP)
A-) i -W
�F
It
_ me..
IR
z -
::z CAR R IRE
zz- ZZ F�_
%
r T10 RD
(SR,� 6�4_)
E� f=,Z:5 =j7 ZF —
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GERALD Y r 'All
454
OR 1550, PG, 564 All�
ITARY,
UO 3297, Pr
I I'/ X&
111 1 984, PC, 706 j
PIN 0
NORTHWEST COMMUNITY CHURCH NO- 0735. 4 - 54 - 6 �4 1
IT& I or CAW L
80. PG. 2616 RALPH C MIL S I
LOT 1 7
8. 5253, PG.
ILIA 963, PG. 20 D.R. 1586, pa 4 to /Z
PIN No, Or
7M.04-54-1764 LOT J
992, PG. 641
ELM. 195A M 20 A\
P NOt 07_75.04-54-4tUZ
hV U
814LY HOWARD w �i 4 r' OUEf�'NC-'__� %
D�8. 5997, PG, 497 % 4
Or
Rt 5253� PG, SW %
a. IS50, Pa 205 1 EXISTING PARKING P GRIO C06�`��
or 2 NAD SJ (1986) -NA
ILAI, 149Z PG, 641 LOT TO REMAIN "Re , 11 Ar�
8,114 96,X Pa 20 %
N &733.508
E 03
PINNO, 0, 04-54-4832 N\ - " =%
NEW YMCA .745.428
% I I s "I ,, t I - A
1ST FFE=352.80
X %%
2ND FFE=366 �80 IA
SEE
13 311 14 -SP -04E
IJ r
%
CK, HURBERr E PArCHER
AND PEGGY E. HATCHER
X D�a 8080, PG� r8115 -
FW NO. 0735,04
7
2' MIN 6.6' FENCE If
ENCROACPIIENT�
3t 3P
NEW GYM
1ST FFE---352 80
NEW CHILDREN BLDG
LINE WITH TARP < 1ST FFE=352.80
2ND FFE=366.80
1k
B
S_, 2ND FFE=366�80
'J,
............
TEMPORARY TREE
TEMPORARY STREAM BYPASS DITCH SECTION NE - — — — — — — — — — — -
RENOVATED
P FENCE X
I'll 2 ti
NTS WORSHIP 3UII._DIr,_-
V
F F _J I I� — — — — — — — — — — — — — — — —
E=352.80
NEW SPORTS/
FIELD
7 " I ;;
I t F — — — — — — — —
-/ I
51" 4
4,d' ITIICE
TEMPORARY BYPASS ENCROACHMEN
r(;HANNEL
V \'NN�
FENCE TO BE
RLMOVED AFTER PIPE
CONSTRUCTION AND BACK
TE PORARY INLET
— R�,
F ULL
RIPRAP OUTLET -q
PP I EC 1 10 1 In C6 14
PROTECTION
(TYP)
YI
2
R TVA TERSHED
17� ---------------------
�x X,',ES5 fASEVENT
I SILT FENCE TO BE I ", I
AGPE,94ENT
REMOVED AFTER PIPE C W 4-;--4-+-F ,
TIMOTHY G. H~D
D.8, 4626, PG. 2JO
PARCEL 0
CONSTRUCTION AND BACK
R.AIT
f
PIN AN0,A
FILL
NEW PAVILI
PARKING *4- ON
1 INK 2�14 Pa
TEMPORARY BYPASS D T TO REMAIN
FFE=352.8i All At/
0
CHANNEL
U �i
IN,
f7 15A
RIPRAP OUTLET
'A, , -'A'W
0 4-
�x 0
(TYR)
7,WFORA V-11
RY SILT -
STREAM CROSSING DETAIL 7ENCE (TYP)
wF1 I , >J7__
(PHA -E 1 B CONSF) J\_ PEGGY E. HATCHIff
AND T E. WITCHER
1 "=80' T 1A,
aa ism, Ba 2a2
AN N� 07=04-74-0104
hR
- — — — — — — — — — — — —
V
EX EIMP WITH P( AR'i' Z11 ANU
1) CONTRACTOR TO INSTALL ALL CROSS DRAINAGE PIPING DURING A PERIOD SKIMMER #2"!"_�"
EME OF Laff it
OF TWO DRY DAYS.
CONSTRUCTED --",SAN[
-to UtFCW
2)INSTALL TEMPORARY SEDIMENT TRAPS AND TEMPORARY DIVERSIONS AS
DURING PHASE IA
SHOWN ON THE PLANS. CLEAR ONLY AS REQUIRED TO CONSTRUCT THESE DEVICES. ."oo
-0 REMAIN RING
W4
DU 0� — 01 NI
10 E R
— — — — — — — — — — —
3)INSTALL A TEMPORARY SILT FENCE, PHASE IB
4 'P` 1 J511
CONSTRUCTIK
)N
)CONSTRUCT PIPE FOLLOWING THE BEDDING DETAILS.
F
'7, — _rO T02rth CW
5)WHEN CONSTRUCTION OF CROSS DRAINAGE PIPING IS COMPLETE W,,AR
-P- ow LIT
INSTALL SILT FENCE AS SHOWN.
if
6)BEGIN BACKIFILLING AROUND CROSS DRAINAGE PIPING.
ZIP
N
+
7)REMOVE TEMPORARY SILT FENCE THAT CROSSES PROPOSED ROADWAY WHE TEMPORARY—
BACKFILL REACHES SILT FENCE. + + + SKIMMER BASIN #1
C8 17- -
8)BEGIN REMAINING ROADWAY CONSTRUCTION. _4
7 7A,
9)MAINTAIN ALL EROSION CONTROL DEVICES AS SHOWN TO PREVENT SEDIMENT
4
ENTERING THE CROSS DRAIN PIPING,
10) CONTRACTOR WILL BE RESPONSIBLE FOR ALL SUPPLIES REQUIRED FOR If
ANY PUMPING OF WATER FLOW UNTIL BYPASS IS BUILT� + +
+ +
c)
+ +
_o"
TEMPORARY INLET
Of V
YP)
,F
'Oor
< 00 '1 / �,
CHAMPION TREE TO
REMAJN (TYR)
18A
< 1&0' T014W OF CAR r
RIPARIAN BUFFER C8 181
CRECK
(MOM FOP OF SINK
XTH
Af
Oa — — — — — — — — — — — — — — — —
4-
+
(D +
+ +
F;:4;, + + -7-
PI/ A
0 9, 1
CB 1
BETTY E. HOCKADAY
On "M No an TEMPORA Y BBt 52681 PC. 734
TR4CI_ 34
CONSTRUCTION BA4 T992, PC, 7J3
e 4 ENTRANCE (TYR) PIN N(X 0735X4-63-8619
. ......... . (PHASE
"n-Wous"1101 CONST�)
z
0
R` rWEY ANN ROSR
1,5
Cka 135m, PG, 2128
LOY 28 aw&7, amoo'C' aws. A
am, 0 a 2976, 110. W ROAVILD R CARDEN
1986, Fz� 1239
TRACY 1A f 49 CHARLES W. LEWIS
PIN M-'% 07.Z. 4 53-15J I am� 1197a PC, 2W ).B� 314—ZTM' 08, J564 PC. 511 JERRY C. DISH"01
o A
z PC
0 PIN Ha 0755�04,03-jJ65 6 LOT JC 00. 4007, PG, 34f
PM 140, 0735,04-53-5359 A PART 0 LOT _3A
0 or M A PART OF LOT _U REFER TO SHEET 7.0 INDIAN -
0 R 1970, Pa 258 WELLS ROADWAY GRADING
S.Ad, 1,9701 PG 2_56
UJ I let, NO. 07JSO4-."-74,52 PIN NO. 0735�04-&Y-0418
AND DRAINAGE PLAN (TYP)
e (SR 16 f
ol=
— — — — — — --- — — - - 7
It
RIPRA? OUTLET
PROTEC 'ON (TYP)
_Z�
3�,
lip
C 22
FE�,_,o
6.
2
YA
__fTa_te::E: Designer c('11e "'HURCH EXPANSION
No. Revision
W&R 1 60'
CROSSPOINTE
Drawn By Date
zzz 6ZIZL�_ -ATION ROAD
6903 AND 6911 CARPENTER FIRE S�
C -ked Bv job No.
hei
W&R 130433 10 C d I_V Wake County North Carolina
WM
1% 1
"N PHASE r
U/ V1 IN Kk-j I'
_SF -SF -
SILT FENCE
— >TD - >TD -
TEMPORARY DIVERSION
—SF—SF—
BAFFLES (SKIMMER BASINS)
_TP -TP-
TREE PROTECTION FENCE
CLASS 1
CONSTRUCTION LIMITS
H`,N-4
SILT FENCE STONE OUTLET
171
CONSTRUCTION ENTRANCE
20' x 8' x 24"
FES -20
24
6,8
CLASS B
12'x 6'x 22"
S
BLOCK & GRAVEL DROP INLET PROTECTION
ENERGY DISSIPATERS
____J_0_UTLET
OUILET #
PIPE
DIA
(INCHES)
VELOCITY
(FPS)
RIP -RAP
TYPE
PAD DIMENSIONS
(L x W x THICKNESS)
H'4-2
60
9.0
CLASS 1
40'x 15'x 36"
H`,N-4
30
171
CLASS 1
20' x 8' x 24"
FES -20
24
6,8
CLASS B
12'x 6'x 22"
GROUND STABILIZATION
SITE AREA STABILIZATION STABILIZATION TIME
S11 ABILIZA f ION
STABILIZATION TIME
_f5_E_TFM_E7T E—RD I K -ES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
!WATER (HOW)
7 DAYS
NONE
S
I;' SLOPES ARE 10' OR LESS
SLOPES STEEPER
14 DAYS
IN LENGTH AND ARE NOT
THAN 3 : 1
7EEPER THAN 2:1M 14 DAYS
ARE ALLOWED
7 DAYS FOR SLOPES
SLOPES FLATTER
14 DAYS
GREATER THAN 50 FEE IN
THAN 3:1
LENGTH
1ALL OTHER AREAS
NONE
WITH SLOPES
14 DAYS
(EXCEPT FOR
FLATTER THAN 4�]
PERIMETERS AND
HQW Zqtj�.
Extensions of time may be approved by the ptrmitting authority based on
Weattier or other site—specific conditions that make compliance
, np oct;coble. (Section 1I.B(2)(b))
GRAPHIC SCALE
80 0 40 80 Ino
I inch � 80ft�
0
KNOW WHAT'S BELOW.
CALL BEFORE YOU DIG.
Cary Project Number 14 -SP -050
Cary FITE Number 15-0030
Approved by the Town of Cary
Development Review Committee
Plonner Dote —
WITHERS & RAVENEL Sheet No,
ENGINEERS I PLANNERS I SURVEYORS 5.1
1 1 5,,oackertan Drive ",-,try, North Carolina 27511 tel: [phone] www.withersravenek-orn Li(ense No- C-0832