20080213 Ver 1_Site Plan_20080220

?i NOTES:
1 • THE AREAS SHOWN ON THE RECORDED PLAT IDENTIFIED AS
z NEUSE RIVER RIPARIAN BUFFER SHALL BE MAINTAINED IN EX -
24" FES � j II EX CURB INLET
x PERPETUITY IN THEIR NATURAL OR MITIGATED CONDITION. ND
INV.- 259.40 1; Tr
PERSON OR ENTITY SHALL FILL, GRADE, EXCAVATE, OR PERFORM q
z ANY OTHER LAND- DISTURBING ACTIVITIES; NOR CUT, REMOVE, -
0 OR HARM ANY VEGETATION; NOR CONSTRUCT ANY STRUCTURES
z NOR ADD ANY ADDITIONAL IMPERVIOUS SURFACE, NOR ALLOW EX CURB INLET I rr r- II
ANIMAL GRAZING OR WATERING OR ANY OTHER AGRICULTURAL TOP = 263.21 i rr ll[
(A m l tjl
� I � II
EX DRIVEWAY
AUTHORIZATION • OF THE DIVISION OF WATER QUALITY (DWO) OR
o COMPLIANCE WITH THE RIPARIAN BUFFER PROTECTION RULES
z (15A NCAC 2B.0233 OR .0259). THIS COVENANT IS TO RUN
l �l Ir 1 rl
z WITH THE LAND, AND SHALL' BE BINDING ON THE OWNER, AND 15x350 SIGH I I
a ALL PARTIES CLAIMING UNDER IT. NO. 1 NORTH VENTURES LTD Ex 30" cMP DISTANCE TR 1
2. CURBING ON PRIVATE STREETS SHALL BE 30" VALLEY TYPE. INV.= 255,20
PIN 1725.09 -16 -8771 ISO. 1 NORTH VENTURES UI 1'ED PAR NERSh� f j rl `t- CURB INLET
z ALL INLETS SHALL HAVE VALLEY TYPE GRATES ON THEM. . �' f !t
a D.B. 3439 P0. 796 P81 17�.Oe- •1B^�2� ``` `t / , � // �I f TOP = 265.55
GRATES SHALL BE PER CITY OF RALEIGH STA aRD DETAIL a.0•M• 1968 Pa. 783 D.S. 9a32 PG. 2M
a �. ZONED: R-10 ELO.M. 20M PG. 255 C4 ` f, � '/
50 02 \ TREE Ir X PUBLIC
(A 3. ALL RETAINING WALLS THAT ARE GREATER THA 30 IN HEIGHT; y �• t Ire SIDEWALK
(Al w
REQUIRE HANDRAILS AT ALL LOCATIONS WHICH EXCEED THE 30" EX 50 NEUSE RIVER BUFFER ME: TKS• N Z i f
W HEIGHT LIMIT. » N
z 01
a
t? P -C N CORNER �
Z ar -
3 (TYE LINE) �� .. � 2 � � ,/ � � EX 30
EIP S 77 17 19 E S 76 26 05 E r 0=254.6
2
CL
• r \
74.56 I r, ` 1 ~ _ �. -274• ` 04
Lo P
'" I I EDGE OF WATER
F. F --.: I I / I D.B. 8?. PM 318 - r .� .. = `-- 1 3,� - • ! �,
PIN 1725.0 ••1 1 i I I B.O.M. 1964 PG HATCH INDICATES ` r�� -. -- - - -_ - , ,� N Ew
ZONED: ` 1 ' • ` '• � - ~ Iw .-
249.00 APPROXIMATE LIMIT
U� RESIDENTM AREA
Ac:REEs OF WETLAND /.� ��: -� - - _ -- -- - - 5'� c
= _ -�
1 �I I I . • f �` �i =���= I MP
- - 247.71
POND
ELM UC
our 0%ft A OR
LIP
NE�JSE ,-
.�•�. if 1 �/t �� usE. •
1 > >1 TW = 2 6 7.50 _ •Y- ' j I ��f 1 r RrvER sUFER-
� l � TW- 269.90 � �� / / / /, •,
BW =258.00(EX) TW= 269.00 _ / /� / /, ''�� FROM OF 8 �� /� i o
ti BW= 269.00 EX / �j�� �� � . -i
\� I BW= 254.00 EX •. , // /' 9'8" -ROP GltL1�
BUC NE P. tom, I •1 TW=268.00 i'rte �? �(
REBECCA H. RAIRDEN . %. � ti I I I1 � � -
oo_ BW _ 259.00(EX) 0 /! LI6 SIDEWALK.
PIN: 1725.0 -1 l .. L EF T PAY FEE-IN-LIEU FOR
ZONED: R-6 BW =256.50(EX - EDGE OF WATER - - - 58.3. I 51 sloEwAL.K
USE. � .� � I �
•� - (1 ` • • • •-� T i �+�� • �• / ' - f / 1 P6161. SLOPE ESMNT
_ %/ T NEO FROM
r r1 ` _ s ��rrr� �� 4 �� -/ / 1 //
•.,- �- -- .�- -- IRE � � / ` / I � I I � ROPERN OWNER.
TW = 25 6.00 �� -- ! - �/ �i .� i� f' r (:3;1 FOR GRADING OF
BW= 256.00(EX) ri ^ �1�-- SLOPE.
27 or
/ 3 2
+� s 0eE ESMNT /
081 D FROM
ULAR BLOCK - j -- I 1 , ' ( Ty OWNER.
NI NG WALL -` r = Af \ r I d C OR GRADING
PE 72.75 E= 273.75
-
OPE. 73.75 72.7 E= 274.75 PE =274.7 PE= 274.7E= 2 PE =2 Bye
'
W � /
._
2 �
WALTER E. a
in �, f 10 t a / 3M NORTH BOULEVARD, INC.
.JOYCE G. DOVE � � ,PE= 267.. 75 r - � �-
.\ \. \, l I \ I PIN 172L
PIN: 1725.i09`16�,9073 �,- - �, _ ! D.B. 30M PCB.
ZONED: R-6 z 1 -- i ,.._ - - - o s- �-�.. - - _ f 62.5 / / 419
r e - _. CD Z01�: IIVQ-1
usE: I oENTlaI r ,_ s s _ _... �o m •- r N\ l r usE: IAi. 000-
i 14 �` ~ -- 1 '� �- -� - - .t - 9 - r N TION FROM 30"
� G 3d» VALLEY f' -� i �• h I O DES
75 I
P 26 7 , � � / _, ~ � j � E
- -
-r
8 ti e . ! wt -�Y AD S'M'i0NS.
wl
• 1 ' .-- i IRON �' 4�•pp uRE
1 8/8
PE. 2 5.75 1 0 / .! 1 1 C EOP ,. ANALYSIS a = 69.75 N .� P R POST RUNOFF
E• N PE -271.7 (
i ..
�-- 6 PE= 70 7 E=- 72.75 E= 73.7 E= 4.75 KE
/ / = 4.75 E= 74.75 E= 74.75 I I � � �\
/ 73.7 Profftet Stormwater Summary tail I / P C T do Post Constn�iion Analysis
AANNE LAMBETH low- PE -- -264.7 % \ I `� ` U N F!fWELOPMENT
)
PIN• • 1726.0�- 1+9864 - 1, i I \ - I 1
ZONED 0-1
R-6 `
USE: RESIDEtrI'I1AL l 1 Dbd�
24 I ---
�, _ -- _ 4= -272.10 / N 76"52'4 ~- --
� � � 811V- 272.10'- - - - - -- --- ---
.•._.s
PC _ 7 = 263.75L1 r _ I inor
=264. 5 / TVIE- ��1-6i" -- - - - -- ---------- - - - -I- -- I
n N -- ...�...-
10.00 B P C4 I 04 - -
! ( l --TW =270:00' � w - - w - _ - �mbm
` MAINTENANCE ESMTz - � I�,�, � � w i
ESC 15" CMP
TOP = 261.13
TOP OF BERM
ELEV, 248.00
Riser Inside Dimietw 8 :
W
Riser WN TNckna w
fink
6
OC
•
40•
Riser Cheat ElevaSon
:
245.
DwM of Riser
(2.04 ac * 21.2b/ac) + (3,74 ac * 1.2 Ib/ac) =
W
Riser Inside Dimietw 8 :
4.
Riser WN TNckna w
fink
6
ew Boom
•
40•
Riser Cheat ElevaSon
:
245.
DwM of Riser
(2.04 ac * 21.2b/ac) + (3,74 ac * 1.2 Ib/ac) =
150.
PI Inside 01wnder
Onk.
24
Thic
EIP
1.5
Longh of
Ron H20 aI
Upper Lknk for Buydowm
10.00
s2.4o
a H20 Dbpkcod
by Riser
98.17
W
NO H2O Dispbowl
by Riser :
612&11
Vokwo H20 DNRM
by Pbe
39.781
NoNt H2O Dis Rhgg
ToW UpIft Force 6b):
by MR dbk
2481.07
8607.18
4.46 Iblw4T
(S.06 - 3.6)
Area As wkh New EMi
Wdd A of Riser Obt
(6-49-0.25 -0.46)
5301.44
wowt of
4.46 blecyyr • 5.78 ac
1251.73
PWR-borDown-wool
Foroa b :
6553.17
coffims" rtw..o.m.•
MKN-ML D. � � _. �..,` _ .11,E =2fi7..�
SUE EL MOODY PE= 263.75 - APE= 262.75 - ... - .- - _
` 7554 04'1N 33.93
BOA - •15-38
• 1 BW= 262.95 a g
w
ZONED: R-$ -- 1S TW= 263.00 m W = a
•
• •tip
USE RM� �-'
22 PE= 62.5 ^•` BW= 262.95 m = a _j o
_ oz J Z
- ` 6 r TW= 269.00 0
`PE = X62.75` �.r E= 262.75 s,,� ,� BW= 263.95 •- Z t- o w o
AREA DISTURBED WITHIN BUFFER 5,354 SF Q a• �-- w Z Cl w Q 0
TOTAL- AREA IN BUFFER = 31,194 SF 11 ■- ` 1 4 ` "�- TW= 264.00 < Z
X OF BUFFER DISTURBED = 17.1y _ o a ° • oc - 0-1
• ,
.. t i N
1
• Ld I
• � 1
Mow Ir C • C ; :r;
�`.
► �► �� ' '
INA
WAN4 ?4F
if
JOYCE S. UNDERVY000
PIN: 17MOO-15-Me
ZONED: R-4
1 1 r ►� . -
i � -
o I /fit. A \�`
Mo
,� . ,
w
..1
• , •
IL
LIISE: FMDENn& MM V54
IF
rA 30
%Xp RJA4SED vol
►'
�
� .� s 1. : 1 •
JOSEPH EX. HEADWALL NOW I
4
'X40 4
11 j -: �� - •
EIP
ZONED: R-8 TW=258.50 (TIE LINE)
CONTINUES MAINTENANCE EASEMENT KATHEIRIINE A 0)
AROUND
ENTIRE BMP
Ino credit for reduclon)
I
PHRLM WATKMVS
PIN 1725.08-15 -M
D.B. 7968 PC6 16
ILO.M. 1951 FK3. 61
ZONED: R-8
USE: RESIDENTIAL
RIP -RAP AORON SCHEDULE I I
NJ * Note. Apron sizing based on I VYDOT Chart
MLEM P. HONEYCW
M 1725.W154497
D.B. 972 M. O-EL-
B•O•M• 1951 PG. 61
ZONED. R 6
USE: RE'SIE N IAL
DE88E .JEAN BOYETTE
PIN 172540- 154MO4 Ln
D.6. 4174 PO• WS
a-0-M. 1951 po. EI
ZONED: R-6
USE: RESIDENTIAL
In
OAS ac
Regaakulbolledl mess
26.78
open � '
T Downwod Ego flb):
5.551
PIr+oNdod Factor d
1.31
MKN-ML D. � � _. �..,` _ .11,E =2fi7..�
SUE EL MOODY PE= 263.75 - APE= 262.75 - ... - .- - _
` 7554 04'1N 33.93
BOA - •15-38
• 1 BW= 262.95 a g
w
ZONED: R-$ -- 1S TW= 263.00 m W = a
•
• •tip
USE RM� �-'
22 PE= 62.5 ^•` BW= 262.95 m = a _j o
_ oz J Z
- ` 6 r TW= 269.00 0
`PE = X62.75` �.r E= 262.75 s,,� ,� BW= 263.95 •- Z t- o w o
AREA DISTURBED WITHIN BUFFER 5,354 SF Q a• �-- w Z Cl w Q 0
TOTAL- AREA IN BUFFER = 31,194 SF 11 ■- ` 1 4 ` "�- TW= 264.00 < Z
X OF BUFFER DISTURBED = 17.1y _ o a ° • oc - 0-1
• ,
.. t i N
1
• Ld I
• � 1
Mow Ir C • C ; :r;
�`.
► �► �� ' '
INA
WAN4 ?4F
if
JOYCE S. UNDERVY000
PIN: 17MOO-15-Me
ZONED: R-4
1 1 r ►� . -
i � -
o I /fit. A \�`
Mo
,� . ,
w
..1
• , •
IL
LIISE: FMDENn& MM V54
IF
rA 30
%Xp RJA4SED vol
►'
�
� .� s 1. : 1 •
JOSEPH EX. HEADWALL NOW I
4
'X40 4
11 j -: �� - •
EIP
ZONED: R-8 TW=258.50 (TIE LINE)
CONTINUES MAINTENANCE EASEMENT KATHEIRIINE A 0)
AROUND
ENTIRE BMP
Ino credit for reduclon)
I
PHRLM WATKMVS
PIN 1725.08-15 -M
D.B. 7968 PC6 16
ILO.M. 1951 FK3. 61
ZONED: R-8
USE: RESIDENTIAL
RIP -RAP AORON SCHEDULE I I
NJ * Note. Apron sizing based on I VYDOT Chart
MLEM P. HONEYCW
M 1725.W154497
D.B. 972 M. O-EL-
B•O•M• 1951 PG. 61
ZONED. R 6
USE: RE'SIE N IAL
DE88E .JEAN BOYETTE
PIN 172540- 154MO4 Ln
D.6. 4174 PO• WS
a-0-M. 1951 po. EI
ZONED: R-6
USE: RESIDENTIAL
In
OAS ac
Q. 00 ac 0.6 1b/jr
c
open � '
N
IandscepinA, sbc.}
Remaking Open Spaoe Cott
3.74 ac
lots, driveways, roofs, paved storue
(2.04 ac * 21.2b/ac) + (3,74 ac * 1.2 Ib/ac) =
47.74 Iblyr
Toftl TN Export
53.95 Ibto
TN Est of Tl ""wrt Area
EIP
8.28 Ibfaclyr
12.62 Iblyr
Upper Lknk for Buydowm
10.00 Iblaclyr
g
Loeser Limit for BWdmm
3.60 Ibfaclyr
IT'S THE LAW!
AS OF JANUARY 1, 1986, NORTH CAROLINA STATE LAW
REQUIRES ANYONE EXCAVATING WITH MECHANICAL
EQUIPMENT ON HIGHWAY RIGHTS -OF -WAY, PRIVATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY
ALL UTILITIES TWO (2) WORKING DAYS PRIOR TO
DIGGING.
MTM
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1 -800- 632 -4949
NOTE: ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CITY OF RALEIGH AND THE STATE OF NORTH
CAROLINA STANDARDS 8 SPECIRICATIONS.
OK detentiol h Imnent meL
ID 'Wg , PERM. PRES
FEB 2 0 2008 SPACE URGE
'WA! eVj,QopUT1 BR�Noi
0 � ANO STC3R�►WA�
VIS PERM. PRES
MANAGED 01
SPACE
r ,
D 0�5
IMPERVIOUS
a .•
a�
s�
TRASH RACK PLASTIC SOLUTIONS, EQUAL)
F PYD 48 (OR APPROVED �.r MR`IN ION=
1"I mill 11011101
t
i
245900
MANHOLE PWCAST 2-YR. MAX. WSE 243.40
• - 245.011
25-YR. MAX. WSE 245o56i
11 - MAX WSE =246.43:�
(FREEBOARD (OK))
OEM
f ..
Jim
low w
>a •-
•
Un
LU
top
IVA z LIJ
cd
S Uj
�& �PN' INS
�`♦
50 - •
W con
cc.,
•'
UA
cc
Nitrogen Appor0oning Calculations V=
Site: Capiai Pines N �= W 41
�/� Z =
Toil SMe Aaeeye: 6.49 ac Y/ V o. qwkwpo
AiCros of r-1 doling N11pelYbA SuM'faCec 0.25 ac a � a cro � �•
Acres of Anew ImPwv!oLw. 204 ac I= � u.
Ac�e� d 6��6 Open : 6.24 ac
Acme of R�emein Space: 42 ac
Total Acros of Impervious: 229 ac m
bdskg:
Remairdng Open Spam Credit
OAS ac
Q. 00 ac 0.6 1b/jr
(0 -25 ac * 21.2b/ac) + (0.46 ac * 1.2 Ibrod)
open � '
�r
IandscepinA, sbc.}
Remaking Open Spaoe Cott
3.74 ac
lots, driveways, roofs, paved storue
(2.04 ac * 21.2b/ac) + (3,74 ac * 1.2 Ib/ac) =
47.74 Iblyr
Toftl TN Export
53.95 Ibto
TN Est of Tl ""wrt Area
Total TN Export
8.28 Ibfaclyr
12.62 Iblyr
Upper Lknk for Buydowm
10.00 Iblaclyr
g
Loeser Limit for BWdmm
3.60 Ibfaclyr
Treaftnot Dry DoWtbn:
1.28 Iblyr
TN Export Atw T
52.33 Nalyr
(63.69-1.26)
OR:
8.05Ibfw4T
(52.3316.49)
TN Offset by BWdowm
4.46 Iblw4T
(S.06 - 3.6)
Area As wkh New EMi
5.78 ac
(6-49-0.25 -0.46)
NCEEP Pasyrnarct: $21,924.87
$28.3511b * 30 yr •
4.46 blecyyr • 5.78 ac
TREATWNT TO LCVM MTROGEN EXPORT
Trovenmt A91--As No Dry Detention
v
I�mov� of T 109
TYPE OF LANDCOVER DRAINING TO TREATMENT:
Undidwbed open speoe (*ww%
Q. 00 ac 0.6 1b/jr
u ry nown mead*
open � '
1.41 ac 1.2 Iblyr
IandscepinA, sbc.}
Impervious a A (roads poking
�g
lots, driveways, roofs, paved storue
1.88 ac 21.2 Iblyr
crews, eta)
Tonal Area to Ti+edmert:
3.29 so
TN Est of Tl ""wrt Area
41.55 Ibrac yr
TN Expod of Tmdna Are&
12.62 Iblyr
TN Ranoval Through Tresimot
1.26 Iblyr
UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES,
INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO
BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY
CITY CODE. THESE FACILITIES HAVE BEEN APPROVED
BY THE CITY OF RALEIGH AND SHALL BE SO
INSTALLED UNLESS A CHANGE IS AUTHORIZED BY
WRITTEN APPROVAL. PUBLIC SANITARY SEINER
EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL
ACCEPTANCE.
SIGNATURE:
TRANSPORTATION SERVICES:
PUBLIC UTILITIES:
PLANNING: -
CONSERVATION ENGINEER:
NITROGEN KEY
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