20080182 Ver 1_Site Plan_20080124

NEW EVERGREEN TREE
NEW LARGE DECIDUOUS TREE
EXISTING TREES TO BE SAVED
i tee' s
• - NEW LARGE DECIDUOUS TREE
+0
III � • '•
C II • �` •
• • NEW SHRUBS
i .•
BUFFER PLANTING
STANDARDS
NTS
W.W. REINFORCED
� E
EDGE OF FRONT
,3
1
STANDARD REINFORCED CONCRETE
FLARED END SECTION
6"
No 2,_6»
FLARED END SECTION
F
J
H
1
SIDE VIEW
NOTES.-
1.
OTES:1. SEE STANDARD DETAILS SD -5 & SD -5A FOR DIMENSIONS.
3000 PSI CONCRETE
NTS
FRONT VIEW
NOTES:
1. SEE STANDARD DETAILS SD -5 & SD -5A FOR DIMENSIONS.
2. WEEP HOLES USED WITH 15"-42" PIPE WILL BE PLACED
6" INSIDE WING, 48"-96" PIPE, WEEP HOLES WILL BE
8" INSIDE WING.
3. PLACE 4 REBARS AROUND PIPE IN BOTH FACES TO
PROTECT AGAINST DIAGONAL TENSION.
E 3)
P HOLE'
NOTE 2)
OUTLET PROTECTION
NTS
vz z z SINGLE PIPE HEADWALLS
ww
aQ � *
�N, A B C D E F G H I J K L
15
low
21•-'
240
zi
3
"
"
6" 4'-10"
6 5
6e -4
_ »
0 -5`0
12'-4"
'_7»
3;-11
4-6
4'_ »
4'-11"
61-3"
1 1_00
l' -O"
1'-0"
1._
1 `-6"
10-6"
39-8"
4-
5#-9"
6
6
5l-8"
-
79-5*
,_7»
3'-6
1._ »
l' -O"
_ »
50-210
6-1
3.`
1.61
1Q
6
7-3
14-3
5-1
7-7
1 -0
1 -6
7-1
6
8-7
4-�1
1 -0
6-8
3�
42
"
8
8
6
5
7 -5
8'-4"
15 -1
17'-0"
5 -8
6'-3"
7 -10
9p-2"
1 -6
1 -6
2 -0
27 -0
7 -4
81=8w"_'6"
6
.91-4
10 -6
4 -8
115-3
1 -6
1 -6
7 -3
7 -10
4�a
5
5
5
S
q
6
9 -4
1Or- 1
18p-11
19 -9
6 -10
7 -5
10 -6
10 -9
1 -6
1P-6"2
2 -0
-0
10 -0
10 -3
6
8
11 -7
11 -10
5 -10
6'-5" _!r
1 -6
-_0W
8 -5
9p-0
601
6
12
6
10-10
22-5
8p -O"_12-1
14.67
2-0
2-6
11 -7
8
14-0
7-0
2-0
10-4
66
6
NO 4012" HOR.
AND YERT.
8
11 -9
24w-4"
8p -Tv
131-5"
-0
2-6"
12 -11
"
15F-2"
7 -7
2 -0
10 -11
72
7"_1
12
8
12-5
25-1
9-2
13-7
29 - On 1.
2-6
13-1
8n
15-3
8-2
2-6
11 -6
78
84
71
8
1.2i1
12"
8
-4
13-11
7-
27-9
-
10-4
14-11
15-1
-0
2-0
-6
2-6"114-7
4-
11
8
16-5
16-7
-
19# -4"39
-
-Ow
-
12-8
90
8
12"1.8"
14-10
29-9
10-11
16-6
2-0
2-6
16-0
8
17"- 1 On
9-11
3-0
13'-3",
96
9
10
15 -10
30 -6
11 -6
W-81'
-0'r
2P-6ow 1161-2"
1
17'-1 1
0 -6
3 -6
1 r-10
102
9"
14
10
16-11
32-10
12-1
18-0
2-0
2-6
17-6 W12
19-4
11-1
3-6
14-10
108pr
114
F172o77.111
1
1
16"
0
10
10
17-
18F-5*
19-5
-
-
37-10
-
-
13-10
-
-
20-11
-
-
2-0
-6-
-
2-6
199-1
20-0
112'0121p.-Olp
12
22-2
-
12-10
4-
4-0 116-11
16-3
NOTES:
1. REFER TO DETAIL SD -5A FOR SINGLE & DOUBLE PIPE HEADWALL
REINFORCING SCHEDULE.
*2. SEE DOUBLE PIPE HEADWALL DIMENSIONS FOR A. B, Co & L, ALL OTHER
DIMENSIONS REMAIN THE SAME FOR EITHER DOUBLE OR SINGLE PIPE,
3. ALLOW 2' BETWEEN PIPES FOR DOUBLE PIPE HEADWALL.
REINFORCING SCHEDULE
ACE �zs �z�
Jc nc mV� mV�
NOTES:
REFER TO STANDARD DETAIL SD -5 FOR SINGLE &
DOUBLE PIPE DIMENSION
NTS
2.24
2.70
3.64
4.72
5.75
7.05
8.52
9.74
14.74
19.44
20.96
23.89
25.59
28.95
35.30
42.53
45.15
53.26
58.59
DOUBLE PIPE
HEADWALL
A B C L
»
9`_4"
BACK FACE
70-31p
7'- 1 O
FRONT F
10-10
WW
o- N
CL (n
WALL REINFORCEMENTS
SLAB
REINFORCEMENTS
TEMP REI
FRONT FACE OF
WALLS
D �
0013
HORIZONTAL VERTICAL
1150
NO 3012" O.C.
NO 3012" O.C.
6-6 x 10-10 WIRE
WIRE REINF.
NO 4018" HOR.
AND VER.
1.61
1Q
121-6
14 -1
16'-2'
25-9"
1.96
24
-
-
IS
-
2.67
30r
»
»
Or -
'-
-
-
-
-
-
-
3.49
38"
»
"
"
"
4.21
42»
127P -8"130'-9w
"
"
4.94
6.33
54
NO 4012 O:C.
7.23
60"
»
»
11.25
66
NO 4012 O.C.
6-6x 6-6 WIRE
14.67
72
15.75
78"
"
"
"
NO 4012" HOR.
AND YERT.
18.04
84"
"
NO 5012`0 O.C.
"
19.32
90"
"
"
of
21.92
96
NO 5012 O.C.
NO 6012 O.C.
26.38
102"
"
NO 6®10" O.C.
"
32.26
108"
"
34.21
114
NO 8012 O.C.
to
40.78
P20*1"
to
"
44.97
NOTES:
REFER TO STANDARD DETAIL SD -5 FOR SINGLE &
DOUBLE PIPE DIMENSION
NTS
2.24
2.70
3.64
4.72
5.75
7.05
8.52
9.74
14.74
19.44
20.96
23.89
25.59
28.95
35.30
42.53
45.15
53.26
58.59
DOUBLE PIPE
HEADWALL
A B C L
»
9`_4"
1 0»
141-4"
70-31p
7'- 1 O
»
-5
10-10
16-10
9-0
10-7
12 -4
191-4w
9'-2"
111-9
13-1
20-9
11 -4
12-11
141-7n
231-3"
121-6
14 -1
16'-2'
25-9"
13"-8"
151-3
-
-
-
-
18'-10"
30'-50
16'-0"
18'-4"
Or -
'-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
25-9
-
-
-
31'-8"
0' "
-
-
-
49'-1 "
1' 0
-
-
26'-6"
"
-4 n
-lippi
-
29'-6"
33 -3
51 -8
127P -8"130'-9w
07 -SP -027
APPROVED
TOWN OF CARY.
Approved by Date
Planning Date
Engineering Date
Details
W�
landscape architects
land planners
306/200 Parham Street
Suite B
Raleigh, NC 27601
919.7 5 5.0046
Walnut
.Street Park,..,.
1420 Walnut Street, Cary,
North Carolina
o av Parks,Town r
Recreation, and C
ResourcesDepartment
t e Town o
Consultants
MITCHELL WESTENDORF, P,A.
Engineerin & Surveyying
1709 Uglon Road, Suite 2� - Chapel Hyl, t� 27517
[phone]
wwwAtchallwestendorf zon
Professional Seals
`♦`,,,,1111#1/,,,,'''
��,•� CAROZ
S�WE i00
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_ -110
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CAR,
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` SEAL
_ 22547 _
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CAR ��''� =��G'
` 0�I N E� ••'• �v
D.
549
Revisions
No.
Description
Date
By
1
Review Comments
4* 12,907
CRD
2
Review Comments
6908007
CRD
3
Review Comments
8.09.0
CRD
4'
Review Comments
gel 3.07
CRD
5
Review Comments
0.24.0
NMY
� r
O
J
40 20 0 40 80 120 �

I�1 YARD INLET..
SHALLOW TYPE INTERMEDIATE TYPE (4'X4') DEEP TYPE (5'X5')
(5 FEET OR LESS IN DEPTH) (5 FEET TO 20 FEET IN DEPTH) (OVER 20 FEET IN DEPTH)
_ STANDARD STEPS 360
f-RONFORCED
- REINFORCED 160 ON CENTER SLAB
CONCRETE SLAB
6• •
STANDARD STEPS 60
• 160 ON CENTER STANDARD . & 1 MAX.
STEPS 6
Co/` 160 O.C.
LS�r - - - �- A
�MK 6 WASHED... �—.... ... .
STONE BEDDING MIN. 60 WASHED
FRAME. GRATE de HOOD MIN' 60 WASEDDI G STONE BEDDING
�-
PER D.O.T. STD. 840.030 STONE BEDDING./
EDDIrG FRAM GRATE ac HOOD
FRAME. GRATE ac HOOD PER D.O.T. STD. 840.030
PER D.O.T. STD. 840.030 l
REINFORCED
REBIFORCED J___ •
260CONCRETE CONCRETE SLAB M1Arx. 26
SLAB
60 NOT TO
�• EXCEED 5'-0" �• OVER
F:
FROM W-(• � r �' 20'-0'
48" TO 20' (f 6
w 6r
MIN. MIN.
"� IYIIr. 60 WASHED
STONE BEDDING 60
1. CONCRETE SHALL BE 4000 P.S.I. MINIMUMMINIMUMMINIMUM FOR ALL MIN. 60 WASHED STONE BEDDING MIN. 60
WASHED
PRECAST CONCRETE CATCH BASINS. STONE BEDDING
I Sri DEIq S �� AAs ONLY SLAB DETAIL SLAB DETAIL
BY THE MANUFACTURER. 26•
3. 'WAFFLE' BOXES ARE ACCEPTABLE FOR SHALLOW
TYPE CATCH BASWM r SLAB THICKNESS AND
T r r SLAB THICKNESS AND 6r REINFORCEMENT FOR
60' 6 REN�FORCEb1ENT FOR 72 1— SOIL ANDTRAFFIC
.I SOI. AND TRAFFIC LOADING BY AN
LOADING BY AN ENGINEER
----60w--� ENGINEER
DETAIL No.
STANDARD PRECAST CONCRETE CATCH BASIN 08000.03
EFFECTIVE: 07/01 /04 = 2 OF 2
NTS
....:.................
GRASS LINED t,W AMM12-1 C IAlnl.l«` 1"►Ct~134' FOOT1
,
SEE PLANS F{�R LENGTH AND ELEVATION.
NO EROSION CONTROL NETTING TO BE INSERTED AND
SECURED IN GRASS LINED CHANNEL.
RIP RAP OUTLET PROTECTION
.......... ... ................ ... ... ......
SPREAD IES- ON$ UCT THE: :LEVEL LIP ON UNDISTURBED OIL
W UNIFORM HEIGHT AND SERO GRADE OVER THE LENGTH OF:`THE
. ... ...... . .....
ter- ter -:Wei
DOWNSTREAM "UP" MUST BE LEVEL
_:SPREADER* PROTECT � I IVI TH A ..-EROSIO"E STAfi#T I ATERi Ate
..... .... ...1.
-T
y
2
THE ENTIRE LENGTH OF SPREADER
SUCH AS SURGE STONE TO PREVENT EROSION, TO BECOME
"�"
3
SPREADER LIP MUST BE 1" MINIMUM.
ESTABUSHEI
CRD
4
SEE PLANS FOR ELEVATION. - -
Tom_ . � : ` - E-GE-NERAII- Y
--- - --
-
Review Comments
X
SMOOTH AND WELL VE .. GETATED MTI A A IMU SLOPE : F 1 O
_ .. ...
-�"`LAO
VEGETATE ALL: DISTURBED AREAS:
2--3" SURGE STONE &
1THE . A'N+B SHtULD BE A MINIMUM €�F FEET WIDE
GRASS
EXTENDING f ik-CHES OVER E.:LIP AND BURIED 6 INCHES
'prep I . M..
THE UPPER PCE SROULD BUTT A INST SI 0 +.+ PILY +AUT
S Ahl[,3 IN '�I'H S
OL.O..EL_.
:
`�'PT,
_y "'
STABILI ZED
SCE: SEOt EL .IELi LADE
1.RELY _ ,.
,
� -
- :. � LiliL
SLOPE
' T _ AST i 2 INCHES ONO.
:SPACED HEAVY DUTY WIRE STAPLES A LE _
r
: LA. RUNS.:
STABLEF
LUNDISTURBED
:OU
30kR: ON UNDI STURSED :SOIL.
��NSTRU�CT THE I,EI�EL: SPREADS : . .
TLE T AREA
Y"
4. ONST'RUCT A : t1~ FQQT TR IS T10 SE�TI0�1 FROM THE
:._. _
DI �'ERSiGN OHANI E Bti IAO € THL T #E DTH
..
_
6.. DISPERSE . RUNOFF fROM: THE SPREADER ACROSS A PROPERLY
Y` EIV
PT.
STA BILIZEC SLOPE :NOT Tt EXCEED 10 SAKE SURE THAT
:.: ::
THE SLOPEAS., SUEFICIEI++ITL:Y SMOOTH,;. TO: KE TSE SLOW FR4KLEVATItN
PINTS ON
Y_
--SPREADER: ALL A SAM
ELEVA11ON TYPICAL
C ` STRU�GTION PPR
64. ( PM. ATELY SEED
IMK�E ATELY AI~ TER T'S
ANO MULCH THE::ENTiRE : DISTURBED AREA OF TME. LEVEL.
ELEV
SURGE STONE LIP
DETAIL 6:
STANDARDLEVEL SPREADER04000.2
FIF] TVE. 07/01/
.......
SHEET 1 0F 2.
SHALLOW TYPE INTERMEDIATE TYPE (4'X4') DEEP TYPE (5'X5')
(5 FEET OR LESS IN DEPTH) (5 FEET TO 20 FEET IN DEPTH) (OVER 20 FEET IN DEPTH)
_ STANDARD STEPS 360
f-RONFORCED
- REINFORCED 160 ON CENTER SLAB
CONCRETE SLAB
6• •
STANDARD STEPS 60
• 160 ON CENTER STANDARD . & 1 MAX.
STEPS 6
Co/` 160 O.C.
LS�r - - - �- A
�MK 6 WASHED... �—.... ... .
STONE BEDDING MIN. 60 WASHED
FRAME. GRATE de HOOD MIN' 60 WASEDDI G STONE BEDDING
�-
PER D.O.T. STD. 840.030 STONE BEDDING./
EDDIrG FRAM GRATE ac HOOD
FRAME. GRATE ac HOOD PER D.O.T. STD. 840.030
PER D.O.T. STD. 840.030 l
REINFORCED
REBIFORCED J___ •
260CONCRETE CONCRETE SLAB M1Arx. 26
SLAB
60 NOT TO
�• EXCEED 5'-0" �• OVER
F:
FROM W-(• � r �' 20'-0'
48" TO 20' (f 6
w 6r
MIN. MIN.
"� IYIIr. 60 WASHED
STONE BEDDING 60
1. CONCRETE SHALL BE 4000 P.S.I. MINIMUMMINIMUMMINIMUM FOR ALL MIN. 60 WASHED STONE BEDDING MIN. 60
WASHED
PRECAST CONCRETE CATCH BASINS. STONE BEDDING
I Sri DEIq S �� AAs ONLY SLAB DETAIL SLAB DETAIL
BY THE MANUFACTURER. 26•
3. 'WAFFLE' BOXES ARE ACCEPTABLE FOR SHALLOW
TYPE CATCH BASWM r SLAB THICKNESS AND
T r r SLAB THICKNESS AND 6r REINFORCEMENT FOR
60' 6 REN�FORCEb1ENT FOR 72 1— SOIL ANDTRAFFIC
.I SOI. AND TRAFFIC LOADING BY AN
LOADING BY AN ENGINEER
----60w--� ENGINEER
DETAIL No.
STANDARD PRECAST CONCRETE CATCH BASIN 08000.03
EFFECTIVE: 07/01 /04 = 2 OF 2
NTS
....:.................
GRASS LINED t,W AMM12-1 C IAlnl.l«` 1"►Ct~134' FOOT1
,
SEE PLANS F{�R LENGTH AND ELEVATION.
NO EROSION CONTROL NETTING TO BE INSERTED AND
SECURED IN GRASS LINED CHANNEL.
UNDISTURBED GROUND
0 r NOTE:
LEVEL SPREADER DESIGN WILL BE BASED ON
CURRENT DIVISION OF WATER QUALITY DESIGN
GUIDELINES.
MAIN TEH'ANO
INSPECT THE LEVEL 'SPREADER AFTER EVERY RAINFALL UNTIL VEGETATION IS ESTABLISHED
AND PROPERLY MAKE ANY NEEDED REPAIRS. AFTER THE AREA HAS BEEN STABILIZED,
VEGETATION IN A H ALTHY VIGOROUS CONDITION.
MAKE PERIODIC INSPECTIONS AND KEEP VEGETA E M
e�►
DE'TA 1L` X14,
STANDARD LEVEL SPREADER(CROSS
SECTION) 04000.22
EFFE 'TI'VE:07/01/014 E 2 0 2
NTS
07—SP-027
APPROVED
TOWN OF CARY
Approved bV Date
Planning Date
Engineering Date
Details
40 20 0 40 80 120
N*100� rkftM000F V
landscape architects
landp lanners
306/200 Parham Street
Suite B
Raleigh, NC 27601
919.755.0046
Wal n ut
Street Park.
1420 Walnut Street, Cary,
North Carolina
Town Parks,.
o
Recreatio nandu tura
Resources De artment
t e Town o
Consultants
MITCHELL WESTENDORF, P,A,
Engineering &Surveying
1709 Leplon Road. StAte 261 -Chapel Hyl, i� 27517
[phone]
www.nitcWtwestendorf.con
Professional Seals
I\\ C ROt
E AV
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-
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J► .
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0--110
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off$
• �•• ••
SEAL
• 22547 -
\A
CAR 0,400
/,�,
••., N
0-04 OSCAP "'Of
D.
- 549-
40',
Revisions
N O. Description Date By
-
RIP RAP OUTLET PROTECTION
I
DOWNSTREAM "UP" MUST BE LEVEL
AND ENERGY DISSIPATOR
CRD
2
THE ENTIRE LENGTH OF SPREADER
SEE PLANS FOR DETAILS
CRD
3
SPREADER LIP MUST BE 1" MINIMUM.
FLOW
CRD
4
SEE PLANS FOR ELEVATION. - -
9.1 3.0
CRD
5
Review Comments
FLARED END SECTIOMt
NMY
RIP R AP _...
2--3" SURGE STONE &
.GEO-TEXTILE FABRIC
EXTEND- A MINIMUM OF
_ _
GRASS
ONE FOOT PAST "LIP"
UNDISTURBED GROUND
0 r NOTE:
LEVEL SPREADER DESIGN WILL BE BASED ON
CURRENT DIVISION OF WATER QUALITY DESIGN
GUIDELINES.
MAIN TEH'ANO
INSPECT THE LEVEL 'SPREADER AFTER EVERY RAINFALL UNTIL VEGETATION IS ESTABLISHED
AND PROPERLY MAKE ANY NEEDED REPAIRS. AFTER THE AREA HAS BEEN STABILIZED,
VEGETATION IN A H ALTHY VIGOROUS CONDITION.
MAKE PERIODIC INSPECTIONS AND KEEP VEGETA E M
e�►
DE'TA 1L` X14,
STANDARD LEVEL SPREADER(CROSS
SECTION) 04000.22
EFFE 'TI'VE:07/01/014 E 2 0 2
NTS
07—SP-027
APPROVED
TOWN OF CARY
Approved bV Date
Planning Date
Engineering Date
Details
40 20 0 40 80 120
N*100� rkftM000F V
landscape architects
landp lanners
306/200 Parham Street
Suite B
Raleigh, NC 27601
919.755.0046
Wal n ut
Street Park.
1420 Walnut Street, Cary,
North Carolina
Town Parks,.
o
Recreatio nandu tura
Resources De artment
t e Town o
Consultants
MITCHELL WESTENDORF, P,A,
Engineering &Surveying
1709 Leplon Road. StAte 261 -Chapel Hyl, i� 27517
[phone]
www.nitcWtwestendorf.con
Professional Seals
I\\ C ROt
E AV
• q •
,
i
-
,
J► .
,
_ * = o-
_ G
0--110
-�� �•` `��`` �� CAR
,
off$
• �•• ••
SEAL
• 22547 -
\A
CAR 0,400
/,�,
••., N
0-04 OSCAP "'Of
D.
- 549-
40',
Revisions
N O. Description Date By
-
I
Review Comments
4. 12.0
CRD
2
Review Comments
6.08.0
CRD
3
Review Comments
8.09907
CRD
4
Review Comments
9.1 3.0
CRD
5
Review Comments
10.24.0
NMY

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\ \ General Grading and Drainage Notes: _
1. Tree protection fencing must be in place prior to any clearing, 3~
~ Owner: R G Jr. aria
P ~ \ Barbara B Dole ~ ~ \ PIN: 0773236620 demolition, and disturbance or issuance of a grading permit.
~ ~ ~ ~ Zoning: R-12 2. Erosion control measures to be installed priorto grubbing and F
Use: Church ~ ~
~ - grading operations.
` \ 3. Topsoil to be stripped and stockpilee~l on site. Reference plans
~ \ \
~ for stockpile location. landscape architects
.`o.\ ` 'yr. 4. Contractor to insure positive drainage away from buildings. land planners
~ ~ ~ ~ ~
~ ~ \ 5. Exposed ground surface to be stabilized and seeded within 21 306/200 Parham Street
~ ~
~ ~ Owner: R G Jr. and ~ ~ days of achieving final elevations. Suite B
Barbara B Poole ` ~ ~ ~ ~ ~ EX.24" RCP 6. All slopes to be consistent and uniform. Raleigh, NC 27601
PIN: 0773236620 ~ INV.OUT474.79 Zoning. R-12 ~ • ~ ~ ~ \ 919.755.0046
Use: Singla Family ~ ~ ~ ~ ~ \ 7. Cut I Fill slopes not to exceed 3:1 ratio.
~ ~ ~ ~ 8. Temporary ar permanent site stabilization is required of exposed
`
0 4 ~ : - ~ 2.50 areas within 21 working days of completion of any phase of grading, I
. ~ ~ \ ~ whichever is sooner.
~ \ . t,. ~ ~ . . o \ ~ ~ r~ .
` 9. Bottom of wall elevations (BW) refer to finish grade not tap or bottom
`i ~ F ~ r J ~ + street Park of wall footing.
°-F' 0 HEADWALL ~ . 0 ~ \ e • \ •p -
r \ 10. Spot elevations reference final surface elevations.
3 TONS CLASS ; 11. Erosion control measures to be maintained throughout construction. ~ 420 WdI n Ut Street, Cary,
o ~ 1 RIP-RAP o . ~ 476. ;;~...'1 ~ ~ PROPOSED CURB 3
~ ';f ~ ~ 0 + ; ° ~ ~ GUTTER TO MEET ~ ° ~ Q-~ ° ~ ~ EXISTING FLUSH AT 12. Subgrade elevations shall reflect slope and grade of final surface North Carolina
° 1 ~ ,,x:\~ ° ~ ~ THIS POINT ~
O ~ ~ elevations.
m ~ ~ 13. All proposed pavement shall meet existing pavement, flush.
I ~ ~ ~ ~
5 ~ ~ ~ ~ ~ ~ ~ 14. All paths 1 walks not to exceed 5% slope with 2% cross slope unless Town of Cary Parks,
! ~ ~ ~ ~ ` otherwise indicated. Recreation, and Cultural
0 ; ~1 ~ ~
~ 0 ti~ i ~ ~ ~ FES #15 f ~ \ ~ _ _ ~ ~ 8.50 ° ~ o 15. All exits are accessible back to the public right of way.
o ~ Resources Department 16. Town of Cary will not issue a grading permit on this project.
r ,
. ~ \ ~ / ~~X \ ' mar/ c~ i s~.oo~ ° ~ ~ & the Town of Cary
~ l Erosion Control Construction Notes:
fl ' ° - / _ 1. All storm drain frames, grates and hoods shall be COnSUltantS
1 ~ ° o / ~ r,,, /a
~ ; stamped with "Drains to River" in accordance with ~
y 2 Level S reader ~ ~ i Q ~ ~ Town of Cary Standards. ,J
Owner: R G Jr. Poole -2 0 PIN: 0773236337 0 0 /
. t Zoning, R-12 a ' . I ~ ~ / I O / 2. Permanent ground cover shall be established in 15 ~
w w 'y w \ O Use: Single Family ~i ~ ~ i #14 ~ / working days after grading is complete. W MITCHELL WESTENDERF, P,A,
w w ~ ES 1 ~ / i
w w w y y o a , ° 3. Silt fence defines the cleanng limits far the protect. ~
W w w w 0 ~ ° / w 0 ~ / Engineering a Surveying 1709 Leglon Raad, Sulte 201 - Chopel Hlll, NC 27517
w w ~v W w , jI. , ~ 4. No grading permit shall be issued until the Town ~ [phone] / www,nltchellwestendarf,cam
V receives notification from the "Wetlands Restoration Fund" Q
' w w w ° p / . •Y v w w w m w ~ a 2 chat a nitrogen fee has been paid. ~
\ ° ~ , / w w ~ ~ w / Z
~ w w w w w , a / 5. Reference Sheet LA-1 for Construction Sequence,
. l DN SIGN / ~ 6~ w w w w ~ ° /
~ , Seedbed Preparation and Seed Schedule I-
\ w w w A / / . m m 6 4 w w w w w 0.1 /
y ~ y ~ ~~V / 6. The erosion control review and inspection will be addressed Professional Sea Is U
w w w w w w YI #10 o V Owner: MichaelT& ~.1;~ w ~ ~ / by North Carolina Department of Environment, Health and LL ,~~'"'I~pRI+''~~-
w ~ w Linda D Madigan y y ~ • y y , ~ ;
PIN: 0773236222 w • y w w ; ~ / Zoning; R-12 y SEDIMENT BASIN ~ Natural Resources not the Town of Cary. W ° s~nQE'~cy-•,9
BASIN #1 / / Use: Single Family .t. w , w w w L=71' 7. The project will meet all of the requirements relative tQ ~
_ ~ ~ / w y y w W-40 a / o ~ ~ / ~ c-11a h ~ , ,`{{141111111,,r
w w w D-2 / Best Management Practices and Engineered Stormwater ~ : ~ 9~ ,,,~`,~N CARn'''-,,
~ w W 484 5 ~ m .v w ~ / W J / Q Control Structures as outlined in the Town of Cary Land ~ 9N""'~~~~~~""""'' ; ~ °'o N°°° 9
w / ! ~
.'fi't 'Q ascAp~ ~ ° e- 9 e S Development Ordinance (Chapter 4, Park 4.6, LDO). r^, ~'''j111f111~~"```~~ _ ~ Q SEAL ~
1..1 ~{{{{lllillJlllj,, 22547 a ~
Matchline A A w ~ ~ M. ~ / _Ma_in A-A ~ _ Z GARp~ ~2,,,%+ % "N°°°°°;aNG~NE~;~~° ~VV~:
.r.~. ~ 2 Level S reader TOPSOIL ~ Town of Cary Grading and Drainage Notes: ~ ~r': , M1~,
64.75 STOCKPILE / ~ y .Y ~ i ;,t- i 1. To minimize damage to existing trees near the interior edge ~ ~ ~ 549 yd
~ AREA : / of buffers and streetscapes, the contractor shall cut minimum ~ ,=`c~
2' trenches along the limits of disturbance, so as to cut, rather Q ~~'-,,qN H. S~P,,~'°
STORM DRAINAGE SCHEDULE: Gradin Drains e & Erosion Control Data: Erosion Control Lel ~n Control Legend than tear, roots.
BRIDGE ELEVATION 464.75 Temporary Constr~ Watershed: Swift Creek iarary Construction Entrance P ~
Revisions
Structure Rim Inv. In Inv. Out Pie & Slo e P P 2. The tree protection fence shall be maintained on the site until Z
Total Area Disturbed: 5.62 Ades CB#1 477.00 - 473.00 - Tree Protection Fei Protection Fence all work is completed and the final site inspection prior to the ~ N 0. Description Date gy
FES#2 - - 470.00 15" RCP @ 1.5% Q 1 Review Comments 4.12,07 CRD
Total Impervious: 1.57 Acres certificate of occupancy (CO) is scheduled. The fencing shall ~
3.0'-3.5' YI#3 476.25 - 474.80 12 HDP @ 1.5% „ Silt Fence 2 Review Comments g,Og,07 CRD once ~ ~ be removed prior to final site inspection for the CO. Q
YI#4 476.50 477.00 473.75 12 HDP @ 1.5% I- 3 Review Comments g,Og,Q7 CRD
FES#5 - - 473.00 -
YI 6 478.00 477.00 476.00 12" HDP @ 1.5% NOTE: PARK PROPERTY IS NOT IN THE FLOOD PLAIN Diversion Dikch 4 Review Comments 9,13.07 CRD ;ion Dikch -.rt- ~
Q 5 Review Comments 10.24.07 NMY
YI#7 477.50 477.00 474.00 12" HDP @ 1.5%
25 YR. ELEVATION 458.7 - - - ENERGY DISSIPATER SCHEDULE: _ _ _ _ _ _ _ FES~B 472.00 - - - „ 07-SP-027 ~
YI#9 481.00 - 477.80 12 HDP @ 1.5% APPROVED Z
_ YI#10 476.50 474.00 472.00 12" HDP @ 2.2% TOWN OF CARY Q Date Issued: 03.08.07
0 FES#11 - - 472.00 - Structure Q Flow Pipe Diameter Velocity Length Width Deb U
Width Depth of Stone Stone Class » ~ Approved by Date J Scale 1 =40
JB#12 - 474,50 470.50 30" RCP @ 1.0%
457.0 FES#13 - - 470.00 - FES #2 1.39 15 3.4 5ft 5ft 1 5 ft 12 inches 1 Planning Date Q Drawn by: CRD
FES #15 1.43 15 4.28 5ft 5ft 1 CI 14 491.5 487.00 5 ft 12 inches 1 Engineering Date = BHS
„ FES #13 36.99 30 7.95 8 ft Eft 1 FES#15 - - 484.00 15 RCP @ 1.5% 6 ft 18 inches 1 ~ Checked by:
FES#5 0.65 12 2.8 5ft 5ft 1 5 ft 12 inches 1 Y Sheet No.
25' FES#$ 0.88 12 3 5ft 5ft 1 5 ft 12 inches 1 ~
FES #11 1.1 12 3.1 5ft 5ft 1 5 ft 12 inches 1 Grading and Drainage Plan ~
r_R~~~ c~r.Tinni n RRinr~ A
25 YR~16 O rE L EVATION NTS
~ Q Lf~'1 40 20 0 40 80 120
NOTE: STONE LIP OF LEVEL SPREADER TO BE 15' IN LENGTH AT NGTH AT FES #8 AND #11 Sheet 7 of 27

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