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EX 24"ES / II
INV. 259.40 - - TOP: 264.11
l EX 30" C &G - II - - - -- II
I I II �II FH ASSY
��� 11 3
O. 1 NORTH VENTURES ✓/ / V
III
NIT 125.09 - 1659239 / / / / / I II I II APPROX LIMIT OF
Q EX 60' R/W I ASPHALT AND
NO. 1 NORTH VEN JRES LTD / c9
PIN 1725.09 -16 -8771. B. 9332 PG. 2018 26 J / O
'.O.M. 2001 PG. 255 / ; � �/, � If EX 41' B -B C &G REMOVAL BUFFALOS ONE ASSOCIATES, LLC
D.B. 3439 PG. 786 / ( a I1 -'�- -EX Cl PIN 1725 -26 -4453
ZONED: R -6
5 .2 '� �( !i TOP: 265.55 D.B. 08194 PG. 1387
B.O.M. 1986 PG. 78 INV IN: / / ` ZONED: CUD SC
ZONED. R -1 D I � `SE. TH. S. //��( j +i C
USE.• VACANT EX/3� C�1P': \ / / // !I USE. COMMERCIAL
50' NEUSE EIP- CONTROL CORNER ll
RIVER BUFFER N = 756,167.440 50' NE JSE RIVER �° �� �I I EX 5' CONIC
„® E = 2,121,77J.030 BUFFS" FROM 20' ZONE 2 NRB L t p� I SIDEWALK
TOP 0: BANK t� � I I 2 / IIII ` - E WMH W/ BOA REMOVE EX BOA
EX 15 FES
INV- 257.32 � ��� 467832'04" E
20' ZONE 2 NRB -- " TO BE REt
\o , °l � 265
EX 3TF J __ - \
.�°� f EMOVE 15 LF CMP -
\ S 7626'05" E 274.68 _- ® 76%32 -'04 55. \ 4Ni�OI T.� 261.13
NEUSE
245
JOHN A., JR & \� +
I
MARYETTE F. FARRIS \ / /�� 1 z0 .
PIN 1725.09 -16 -3230 \ EX WETLANDS -HATCH - �, �// - �\� _
�� ( INDICATES APPROXIMATE i ° t 50 NEUSE RIVER "255 - -_ = 1��� -' �� \ / I EX 15" CMP
�/ I c %' BUFFER FROM - - -30' ZONE 1 NRB _ \ INV. = 247.71
ZONED: R -6 = I '-
USE. • RESIDENTIAL - I I LIMIT OF WETLANDS �r 260 - _� - ���' - i
TOP OF BANK - 265
III j / -'� �� ���` ;p 3333 CAPITAL BLVD, LLC
270_ -� - o PIN 1725.09 -25 -2947
'� - ( - D. B. 8523 PG. 718
36 III i EXISTING POND / �� - - ��
� I � (�l i\ ��� � -_ 275 -- ==- 20' ZONE 2 NRB -_� � � \�� ` t� , , N ..�\ \ 20NE0: !ND -1
-�, / \s USE• COMMERCIAL
/HATCHED AREA DENOTES
„ RAP P
_230- OFF -SITE R/W TO BE DEDICATED -25 -2947
EX BUFFERED SWALE / 1 ' /
TO BE PIPED i) , 6 99 SF PIN 1725
1
EUGENE P. �/
DN
REBECCA H. RAIR E
PIN. 1725.09 -16 -3171 / j SHADED AREA DENOTES
i ZONED: R -6 (� OF WA 1 ! E R / W TO BE DEDICATED
/
/ ON -SIT i'
18,809 SF
USE. RESIDENTIAL i 240 \\ EDGE i i �i% ✓
-- -
275
�so i
I �
OFF -SITE R/W TO BE DEDICATED
372 SF PIN 1725 -25 -2830
5 -
�2 3331 NORTH BOULEVARD, INC.
N / PIN 1725.09 -25 -2830
/ 260 D.B. 380IND -1
1 PG. 413
ZONED:
USE COMMERCIAL
/ CIAL
WALTER E. &
JOYCE G. DOVE
PIN. 1725.09-16-307J
ZONED. R -6
USE: RESIDENTIAL ' ' ' �. c�
is
-� EX CONC. SLAB
� � pD� � � \ ! . TO BE REMOVED � �� � / � � \ � � HATCHED AREA DENOTES
\ EX POWER POLES ON -SITE R W TO BE CONVEYED
10 / \ AND OVERHEAD ELECTRIC 187 SF PIN 1725 -25 -2830
P \ \ `L EX PP �TO BE REMOVED. \\
TO BE REMOVED CONTACT PROGRESS ENERGY
(CONTACT AT &T) ( EX TEL PED ) A
3cb3 pn -EX 4' DIA. SS ✓H 3 / \TO BE REMOVED- EX \WATER METE EX 15" FES \
ON EX ASPHALT
E SOV TOP 271.87 TO BE REMOVED (CONTACT AT &T) TO BE REMOVED INV. 270.93 l /l�
INV OUT 267.OG' \ TO BE REMOV D
TO PROPERTY \ \
DE ORAH ANNE LAMBETH +8 P° s X PED LINE , \ \ PP
CO -270 -.:1 ///
PIN: 1725.09 -15 -3954 BE REMOVED npc „ 0 / - _ - -
ZONED: R -6 ' k • be Py^ y„ CONTACT AT &T)
USE. • RESIDENTIAL EI ' P(n ° In + ° \ PP pp / PP 4 _ - n?-
EX Cl 1h
6 P \ - TOP: 274.82 H
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� II
I II
I II
II
I �
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BOB; �B.
JOYCE S. UNDERWOOD
PIN. 1725.09 -15 -3718
ZONED. R -6
USE. • RESIDENTIAL
-HATCH DE6ES ALLOWABLE
DISTURBANCE IN BUFFER PER
- ZONING CONDITION
EX 30" CMP
PUEY SHIUE FURANG INV IN: 238.49 /
PIN: 1725.09 -15 -2790 INV OUT. 238.23 ✓ ,:
ZONED: R -6 TO BE REMOVED ice,
USE. • RESIDENTIAL
(rl EX HEADWALLS -_ -' \
EX RAISED TOP JB
�-
_X 24_
RCP
ss
- SS- - -SS -- '
- - - - - - - - - - - -
EX. 4' DIA. SS MH 4
TOP 246.05
EX 20' DRAINAGE & INV OUT 236.40
UTILITY ESMT
B.O.M. 1970 PG. 59
JOSEPH C., JR. &
GAYNELLE S. GLASS
TREE 8" AND LARGER
WITHIN 40' PROTECTIVE
wed \ YARD
pn
to
p
(� w - - -- -
ASS y�- - - --- - -- - -- -� -.
\ ��
N 13'1837" EX 20' PUBLIC EX 20' PUBLIC -
16.22' GAS ESMT SS ESMT
\ BM 2009 PG 8 BM 2009 PG 8
EX . W GAS
( EX 8' WL
\ ( APPROX LOCATION)
y y8 °3' _ 1
01
i
. ' ^`•` _,\
_265 p , k
DENOTES TREES 8
\AND LARGER WITHIN `
THE 40' PROTECTIVE
a YARD TO BE REMOVED
250, - � , \(TYP. OF 4) 11
m In n n
SEX NON- BUFFERED DITCH `
cp
\ 03
45 --�_� 3 95 is 53 _ J ,, -� `- _"���u / 0 b�' ��� T'
sy
PIN. 1725.09 -15 -2672
ZONED. R -6
FCHAEL
USE. RESIDENTIAL
M D. &
I
ASPHALT AND
SUE B. MOODY
C &G REMOVAL
PIN: 1725.09 -15 -3835
- -
I ZONED: R -6
ON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND O ,HER P
USE: RESIDENTIAL
i
I
I
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� II
I II
I II
II
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BOB; �B.
JOYCE S. UNDERWOOD
PIN. 1725.09 -15 -3718
ZONED. R -6
USE. • RESIDENTIAL
-HATCH DE6ES ALLOWABLE
DISTURBANCE IN BUFFER PER
- ZONING CONDITION
EX 30" CMP
PUEY SHIUE FURANG INV IN: 238.49 /
PIN: 1725.09 -15 -2790 INV OUT. 238.23 ✓ ,:
ZONED: R -6 TO BE REMOVED ice,
USE. • RESIDENTIAL
(rl EX HEADWALLS -_ -' \
EX RAISED TOP JB
�-
_X 24_
RCP
ss
- SS- - -SS -- '
- - - - - - - - - - - -
EX. 4' DIA. SS MH 4
TOP 246.05
EX 20' DRAINAGE & INV OUT 236.40
UTILITY ESMT
B.O.M. 1970 PG. 59
JOSEPH C., JR. &
GAYNELLE S. GLASS
TREE 8" AND LARGER
WITHIN 40' PROTECTIVE
wed \ YARD
pn
to
p
(� w - - -- -
ASS y�- - - --- - -- - -- -� -.
\ ��
N 13'1837" EX 20' PUBLIC EX 20' PUBLIC -
16.22' GAS ESMT SS ESMT
\ BM 2009 PG 8 BM 2009 PG 8
EX . W GAS
( EX 8' WL
\ ( APPROX LOCATION)
y y8 °3' _ 1
01
i
. ' ^`•` _,\
_265 p , k
DENOTES TREES 8
\AND LARGER WITHIN `
THE 40' PROTECTIVE
a YARD TO BE REMOVED
250, - � , \(TYP. OF 4) 11
m In n n
SEX NON- BUFFERED DITCH `
cp
\ 03
45 --�_� 3 95 is 53 _ J ,, -� `- _"���u / 0 b�' ��� T'
sy
PIN. 1725.09 -15 -2672
ZONED. R -6
I KATHERINE A.
PHILLIPS WATKffiE
USE. RESIDENTIAL
PIN 1725.09-15-3590
ASPHALT AND
D.B. 1966 PG. ?,13
C &G REMOVAL
B. 0. M. 1951 PC 61
- -
ZONED: R -6
USE.- RESIDENTAAr_.
ON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND O ,HER P
109.83
/ MILDRED P. HONEYCUTT
PIN 1725.09 -15 -4497
D.B. 972 PG. 0 -E-
B.O. M. 1951 PG. 61
_ ZONED: R -6
USE. • RESIDENTIAL
6" WIDE STRIP OF R­6 ZONING
(SEE ZONING CONDM INS)
L_____j
DEBBIE JEAN BOYETTE
PIN 1725.09 -15 -6404
D.B. 4174 PG. 608
B.O.M. 1951 PG. 61
ZONED: R -6
USE. • RESIDENTIAL 1
HATCH DENOTES A
DISTURBANCE IN 'SI
ZONING CONDITIOP,
PEF
-EX 20' PUBLIC PP
WATER ESMT FH ASS
BM 2009 PG 8
EX 15" RCP
INV IN. 272.32
INV OUT. • 271.76
TO BE REMOVED
EX TEL PED
TO BE RELOCATED
OR REMOVED
(CONTACT AT &T) '
ADVENTURE GOLF & GAMES, INC.
PIN 1725 -15 -7781
D.B. 11001 PG. 1375
BM 1994 PG. 699
BM 2009 PG. 8
ZONED: 0 &l -1 CUD
USE. PARKING
I I
EX 41. B -B
EX 60' R/W
�I
\ �w
l
BE REMOVED ATCHED AREA DENOTES
76'52 42" W OFF -SITE R/W TO BE DEDICATED
N
N 76 225 SF PIN 1725 -25 -1580
- EX. 4' DIA. SS MH 2
-R= 495.01
L =20.00
CD =20.00
CB =S 12'3327" E
i-EX 30" C &G
TO BE RE�OVED
EX 5' CONIC
SIDEWALK
EX 8 WL
( APPROX LOCATION)
DIA. SS njH 1
72.73
263.84
JT 263.68
INC.
ACCEPTED I -SITE
NO FLOODPLAINS EXIST ON
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCEr
WITH THE POLICIES OF THE CITY OF RALEIGH, a
UNLESS SPECIFIED, DEFERS TO NCDOT STANDARDS AND
SPECIFICATIONS
f
BNK - EX -TREE TYPE ABBREVIATIONS
APPLE
ADVENTURE GOLF & Gf
AP ROX LIMIT OF
PIN 1725.09 -25 -1580
ASPHALT AND
D.B. 6769 PG. 760
C &G REMOVAL
B.O.M. 1989 PG. 44
EX 30" C &G
ZONED. IND -1
BURFORD HOLLY
USE- COMMERCIAL
EX 8 WL
( APPROX LOCATION)
DIA. SS njH 1
72.73
263.84
JT 263.68
INC.
ACCEPTED I -SITE
NO FLOODPLAINS EXIST ON
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCEr
WITH THE POLICIES OF THE CITY OF RALEIGH, a
UNLESS SPECIFIED, DEFERS TO NCDOT STANDARDS AND
SPECIFICATIONS
f
BNK - EX -TREE TYPE ABBREVIATIONS
APPLE
- AP
ASH
- AS
BEECH
- BE
BLACK WALNUT
- BW
BRADFORD PEAR
- BP
BURFORD HOLLY
- BH
CATALPA
- CP
CEDAR
- CR
COTTONWOOD
- CW
CRABAPPLE
- CA
CREPE MYRTLE
- CM
CYPRESS
- CY
DOGWOOD
- DW
ELM
- EL
GUM
- GM
HACKBERRY
- HB
HICKORY
- HK
HOLLY
- HY
IRONWOOD
- lW
LOCUST
- LC
MAGNOLIA
- MG
MAPLE
- MP
MIMOSA
- MM
PEAR
- PR
PECAN
- PC
PERSIMMON
- PS
REDTIP
- RT
PINE
- PN
POPLAR
- PP
REDBUO
- RB
RED OAK
- RO
Z
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Boundary Line Table
Line #
Length
Direction
Lt
3.66'
S 76°52'24" E
L2
344.72'
N 1711'34" E
Boundary Curve Table
Curve #
Length
Radius
Chord
Direction
C1
3.53'
425.00' 1
3.53'
N 16-57'17- E
NO. 1 NORTH VENTURES LTD
PIN 1725.09 -16 -8771
D.B. 3439 PG. 786
B.O.M. 1986 PG. 7e3
ZONED: R -10
USE. VACANT
50' NEUSE EIP- CONTROL CORNER
RIVER BUFFER I N = 756, 167.440
F = 9 19 1 77'?n�n
20' ZONE 2 NRB
JOHN A., JR &
MARYETTE F. FARRIS
PIN 1725.09 -16 -3230 /
ZONED: R -6
USE: RESIDENTIAL
�s
EUGENE A &
REBECCA H. RAIRDEN
PIN: 1725.09 -16 -3171
ZONED: R -6
USE. • RESIDENTIAL
/
/
'RIMARY TREE -
;ONSERVATION AREA
TYP.)
&
DOVE
i.09 -16 -3073
IDENTIAL
WIDE BUFFER PER '
ING CONDITION
'ECONDARY TREE -
.ONSERVATION AREA
TYP.)
LAMBETH
5 -3954
-3835 0
`CONCRETE PAVING
(8- THICK 3000
PSI CONCRETE W/ -
6 "x6" 19(o WWF)
U
'WOOD i
i -3718
LINING WALL #4
STANDING
OSURE TO BE
WALL AND
TO BE
DING)
c
iS
-2672
i
R52.5'
EX WETLANDS -HATCH
INDICATES APPROXIMATE
LIMIT OF WETLANDS
EXISTING POND W W
.WW
LEGEND
HEAVY -DUTY PAVING
(2.5" BCSC TYPE -S 9.58, 8" ABC)
LIGHT -DUTY PAVING
(2" BCSC TYPE -S 9.513, 6" ABC)
CONCRETE PAVING
(8" THICK 3000 PSI CONCRETE 1
W/ 6 "x6" 10 /a WWF) t EX 30 C &G
1
1
CONCRETE SIDEWALK t I
(4" THICK 3000 PSI CONCRETE) EX 30 C &G I
o I
W
1
® ® ® ®® ® HANDICAPPED ACCESSIBLE ROUTE I I 15'x350' SIGHT
1 DISTANCE
NO. 1 NORTH VENTURES
LIMITED PARTNERSHIP I
PIN 1725.09 -16 -9239
D.B. 9332 PG. 2018 EX 60' R/py ; d
B.O.M. 2001 PG. 255 a EX 41' B -B
ZONED: R -6
USE. TH.S.
GENERAL NOTES
SITE DATA
I--
V
OC
V
LU
a
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH AND THE STATE
PROJECT MME: POWERHOUSE CHURCH OF JESUS CHRIST
E3
OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
M
M
2. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY BASS, NIXON, & KENNEDY,
PIN:
1725 -15 -6935
INC.
3. PROVIDE 24" STANDARD CONCRETE CURB AND GUTTER ON -SITE.
REAL ID NUMBER:
0047210
N
4. WITHIN SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN TWO (2)
ADDRESS:
3411 PINE KNOLL DRIVE
E3
Cs
FEET AND EIGHT (8) FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION OR THE
G
RALEIGH, NORTH CAROLINA
NEAREST TRAVEL WAY, IF NO CURBING EXISTS.
0
o
5. MINIMUM CORNER CLEARANCE FROM CURB LINE OF INTERSECTING STREETS SHALL BE
ZONING:
CUD 0 &I -1 (Z- 66 -99)
!`
T
AT LEAST TWENTY (20) FEET FROM THE POINT OF TANGENCY.
iV
USE:
Z
6. PRIVATE BMP AND ACCESS EASEMENT MUST BE RECORDED PRIOR TO FINAL INSPECTION
EXISTING:
VACANT
m
APPROVAL OR CERTIFICATE OF OCCUPANCY ISSUANCE.
PROPOSED:
CHURCH
ED
7. MAP RECORDATION REQUIRED PRIOR TO BUILDING PERMIT ISSUANCE.
SITE AREA (GROSS):
6.497 AC (283,029 SF)
8. SECURITY LETTER OF CREDIT 0 1.5 TIMES TOTAL COST OF PUBLIC IMPROVEMENTS
REQUIRED PRIOR TO BUILDING PERMIT ISSUANCE.
DEDICATED R/W AREA (PINE KNOLL DRIVE):
0.432 AC (18 809 SF)
9. CONTRACTOR TO COORDINATE WITH CITY OF RALEIGH INSPECTOR PRIOR TO BEGINNING
CONVEYED R/W AREA (TO PIN# 1725.09 -25- 2830):
0.004 AC 189 SF
a
00
ANY PHASE OF CONSTRUCTION.
NET SITE AREA:
6.061 AC (264,031 SF)
O .�.
G N
r O
O 9
BUILDING AREA:
20,530 SF
.0
M
N W r..
BUFFALOE ONE ASSOCIATES, LLC
BUILDING HEIGHT ABOVE FINISHED FLOOR:
24' -6" (MIDPOINT OF ROOF)
®+
PIN 1725 -26 -4453
N
30' -0" (PARAPET)
Z ®
D.B. 08194 PG. 1387
CALCULATED BUILDING HEIGHT PER ZONING:
UJ
„ m
ZONED: CUD SC
AVERAGE EXIST. GRADE = [(268.5- 265.9)/21 +265.90
267.20
=
USE. COMMERCIAL
PROP. FFE
268.70
C2 L!. Z
50' ',NEUSE RIVER EX 5' CONC ADJUSTMENT. (PROP. FFE - AVERAGE EXIST. GRADE) 1.50' 0M W
BUFFER FROM 20' ZONE 2 NRB ,v� SIDEWALK
TOP OF BANK /
20' PERMANENT /J,
DRAINAGE ESMT 30" C &G
BUILDING HEIGHT: (24' -6" + V -6 ") 26 -0" _j M
ilk O
BUILDING LOT COVERAGE: (20,530 SF)/264,031 SF = 0.078
IMPERVIOUS AREA: w CM LO
EXISTING: (TO BE REMOVED) 11,255 SF w W ® Cq
PROPOSED: 100,357 SF OWN H O W
® S 76'32'D4" 255.52 EI PROPOSED DENUDED AREA: 4.7 AC Dam
30' ZONE 1 NRB 30' PERMANENT I i '. -'. ( SHADING DENOTES HEAVY -DUTY ASPHALT PAVING ® ..
DRAINAGE ESMT I X2.5" BCSC TYPE -S 9.56 ON 8" ABC TREE CONSERVATION REQUIRED: (10% GROSS SITE AREA) 0.65 AC (28,303 SF) ®�
_ I ` SEE LEGEND
NEUSE BUFFERED SWALE - ' - - I - 1 ( )
----._ �- I I - - - - TREE CONSERVATION AREA PROVIDED: 0.72 AC (31,237 SF)
J
1 1 40' BUFFER PER ZONING CONDITION N0, 4: 0.80 AC (34,700 SF 00
I - '. I ALLOWABLE ZONING CONDITION BUFFER DISTURBANCE: 0.28 AC (12,145 SF � ^Z
50' NEUSE RIVER I 1 ' 35% MAX PER ZONING CONDITION N0. 4 _d O
30' ZONE i NRB - _ I �: ( ) W +- Z
BUFFER FROM - - - - I P ' PROPOSED ZONING CONDITION BUFFER DISTURBANCE: 2,543 SF/7.33% OF TOTAL BUFFER
TOP OF BANK 1 1
/ I 30' PERMANENT 3333 CAPITAL BLVD, LLC BUILDING SETBACKS: : 30 o z LLJI
//� DRAINAGE ESMT PIN 1725.09 -25 -2947 FRONT' $.�
20' ZO E 2 NRB I D.B. 8523 PG. 718 FRONT/REAR AGG.: 50° C2 6E.
ZONED: IND -1 SIDE: 5 EL I.-
�_ 1 eUSE• COMMERCIAL REAR: 20' `== M
® ® SIDE /CORNER: 5'
�! 0
I FRONT
I SETBACK j
.'.'
of WATER 214" c &G -- np, R3 '
0A 04 R5'
EOGE 18' T.4' R3' 9' I R3' 24' 181 1
Cl
43' B -B TYP � Og 43' B -B 5 1
R3' -
SEGMENTAL RETAINING I
WALL # 1 R28'
�-
R115
%5''. R3'', m .'• R3' R515'' -• -1. •'
R324.5' . 20. PRIVATE .DRAINAGE . i
_- - - I= SMT /SMP. ACCESS •ESMT STOP, BAR
g, . R3.. ,
R3 C R5'. R3 R15'
R5'.' '
g r(p ' R10' .. .. I ... " _ AND'.SLGN .'
11' .5 SITE LIGHTS 9
1 TYP. TYP
0 00 15 /. R28'.
'. ®� 1 : R28'
' 25' B -B ! 0
R3' -j %i, g- ®a. g : ®� ® 8' CONIC P BAR ao ! 15 24Y
ST
C ® ®•i� ®. CONC ® SIDEW A AND S+GN I 1
® _ * :.
i
r - - - - SIDEWALK R28' R3'
®� :O P C .. n n n n ®.:.' :.: ' R5° R3' R5 l
0. ®, 0's � � u u u u +�: ; R3' 1 h• � C I �I
®. 6' CONC • 5' CONC HC SIGN N= I -'- I
- SIDEWALK R31.5' �: !j � SIDEWALK (TYP. DF 4) R3' 1' R5' : I I
c B 1'. -jB 1
43'.
HC SIGN 9 �.- .
(TYP. OF 2) - - �' % ~TYP r 19 �4;..
- CONIC. - i D
5' CONC WHEEL STOP � C - -- r r e` -0 o 41 ®.�'
SIDEWALK (TYP. OF 2) M .� ts'p.. ®�- C C 'e `' o' .0
PROPOSED BUILDING
9
20,530 SF , C HC HC HC�HC 6' C )NC °0°
®
F.F.E.: 268.70 0 ;VAN SIDEt!ALK TYP O R28' -
(NON - SPRINKLED) -- - - - - -- ---- - - - - -- f I
R31.5' R3'...' .oq -R3"
p� C ..® / m .24." C &G'• `. i . I 11 I
Wl rwEL - STOP
24" C &G
SITE LIGHTS �: / • '. 8'. `CQNC.IgEWALK. ' T}! �:. OF '4) :;� (TYP:} .. . TYP. R15 ( R3`
10 00 TYP 10 C 1 1.
e _ I 1
�/ - -t ------------- - - - - -- - ------ 4 - -RPZ L1 �
STOP BAR -- ------------- - - - - -- - - - - -- - - --
rh- -- - - - - --
WHITE DASHED �. AND SIGN
25' . B =B LINE/LOADING ZONE
O ON
- - - - - -
-- - - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - -
�(
SIDEWALK - - - -- - - - - - - -
-- - � - - - - - - - -
® ° Et 20' PUBLIC EX 20' PUBLIC EX 20' PUBLIC
e. N 1J-18'37' E
96:74 . ® �'
16.22' G-:_S ESMT SS ESMT WATER ESMT 1 '
{'
® B.t. 2009 PG 8 BM 2009 PG 8 BM 2009 PG 8
(.
®f 5' CONC 20' PRIVATE J
® I' DRAINAGE ESMT
a ' " SIDEWALK 0 • . •1 • '. '. ". ` /
R37.5' •• L --
_ ®.®. ®a ®. BMP ACCESS ESMT
'R28'
-5,.- . •' ���' ' -'.I . I •1 -
ao. 'M 5' STD - -_ ©` I • 1 A
m. M . . '. CROSSWALK . .. -
R52.5' 1
e R2'
M. rt .. g'. 9° . '. 11 I i
I I 1
T HC HC R4.5 I N 1
00 14 1 '
4. VAN I
© 8 -B
1 1
C SIGN 1 6" WIDE STRIP OF P -6 ZONING
1 1 I EX 41 '
SEGMENTAL RETAINING H I 1
(TYP. OF 2) 1 I (SEE ZONING CONDf -IONS) EX 60' 41W
WALL #2 1 I
_ I ADVENTURE GOLF & GAMES, INC. 1
L---- PIN 1725 -15 -7781 I
EIP D.B. 11001 PG. 1375 1
�� PRIVATE DRAINAGE ESK i / BM 1994 PG. 699 1
1 - - - - - - - - - BMP AND ACCESS ES(t� l BM 2009 PG. 8 1
ZONED: 0 &l -1 CUD
1
USE PARKING 1
1 N 20' GATE 1
1 WETPOND I 4' HIGH BLACK VINYL
11 COATED CHAIN LINK FENCE �
i (SEE DETAIL SHEET C5.2)
20' GATE 00 \
--- - - - - -� \ in
SEGMENTAL RETAINING I MMi
TPF WALL #3 / ^
!- AREA DISTURBED WITHIN -@UFFER = 2,543 SF
?: TOTAL AREA IN BUFFER �- 34,700 SF
> % OF BUFFER DISTURBED' = 7.33%
PARKING:
REQUIRED: M M
VARIABLE WIDTH TEMPORARY (1 SFACE /8 SEATS IN PRINCIPLE ASSEMBLY ROOM): (756 SEATS /8) 95 SPACES % m
CONSTRUCTION ESMT TO BE PROVIDED: 165 SPACES
OBTAINED FROM ADJACENT
PROPERTY OWNER. HANDICAP SPACES-.
5' CONIC
�- SIDEWALK
• t-
30" C &G
15'x350' SIGHT
p DISTANCE
5' CONC
SIDEWALK
5' STD
CROSSWALK
30' FRONT
SETBACK
,B -
A-
a �
R= 495.01
L =20.00
CD =20.00
CB =S 12'3327" E
EX 5' CONC
SIDEWALK
EIP 7 7 7.6U 109.83 52.04
40' WIDE BUFFER PER
Z04NG CONDITION
KATHERINE A.
PHILLIPS WATKI.IfS MILDRED P. HONEYCUTT DEBBIE JEAN BOYETTE
PIN 1725.09 -'r5 -3590 PIN 1725.09 -15 -4497 PIN 1725.09 -15 -6404
D.B. 1966 PG. 16 D.B. 972 PG. 0 -E- D.B. 4174 PG. 608
B.O.M. 1951 P� 61 B. 0. M. 1951 PG. 61 B. 0. M. 1951 PG. 61
ZONED: R -6 ZONED: R -6 ZONED: R -6
USE. RESIDENT AL USE RESIDENTIAL USE: RESIDENTIAL I
3331 NORTH
PIN 1725.09 -
D.B. 3801 PG
ZONED: IND -
USE.• COMMER
ADVENTURE GOLF & GE
PIN 1725.09 -25 -1580
D.B. 6769 PG. 760
B. 0. M. 1989 PG. 44
EX 30" C &G ZONED: IND -1
USE. COMMERCIAL
0
INC.
REQUIRED: 6 SPACES
PROVIDED: 8 SPACES (W/ 3 VAN SPACES)
WATERSHED:. NEUSE
TRAFFIC
1. ALL SFE SIGNAGE SHALL BE ACCORDANCE WITH THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
SIGN MUTCD STD. SIZE
® STOP R1 -1 24 "x24"
© DO NOT ENTER R5 -1 30"x30"
© ACCESSIBLE PARKING R7- 8(A /D) REFER TO DETAIL
® RESERVED FOR PASTOR CUSTOM CUSTOM
2. ALL SIGNS SHALL BE MOUNTED WITH 5 -FT MIN. VERTICAL CLEARANCE
TO THE BOTTOM OF THE SIGN ON 2LB GALVANIZED STEEL U- CHANNEL
POST SET IN 3FT DEEP x 121N DIA. CONCRETE FOOTING.
3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD
AND NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS.
MARK?NG NCDOOT STD. SIZE COLOR
STANDARD CROSSWALK 1205.07 STD. WHITE
STOP BAR 1205.01 STD. WHITE
EDGE LINES 1205.01 41N WHITE
EDGE LINES 1205.01 41N YELLOW
4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC TYPE EXCEPT
FOR PARKING SPACE WHICH MAY BE THERMOPLASTIC OR ALKYD -RESIN
TYPE PAINT.
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EDGE LINES 1205.01 41N YELLOW
4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC TYPE EXCEPT
FOR PARKING SPACE WHICH MAY BE THERMOPLASTIC OR ALKYD -RESIN
TYPE PAINT.

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NO. 1 NORTH VENTURES LTD
PIN 1725.09 -16 -8771
D.B. 3439 PG. 786
B.O.M. 1986 PG. 783
ZONED. R -10
USE. VACANT
r
20' ZONE 2 NRB
1
\ 15- "I\ \�` e
�JO N A , JR '&
\MARYETTE F. FARRIS
PIN 1725.09 -16 -3230 -
ZONED: R -6
\
USE. RESIDENTIAL -
-230-
EUGENE P. &
REBECCA H. RAIRDEN
PIN: 1725.09 -16 -3171
° ZONED: R -6
USE. RESIDENTIAL
P,
r
/
PRIMARY TREE -
CONSERVATION AREA
(TYP.)
=R E. &
E G. DOVE
1725.09 -16 -3073
D. R -6
RESIDENTIAL
40 WIDE BUFFER PER
ZONING CONDITION
SECONDARY TREE -
CONSERVATION AREA
Pint
Up
Invert
Up
DE ORAH ANNE, LAMBETH
Pipe
Length (ftj
PIN: 1725.09 -15 -3954
Material
ZONED: R -6
BMP Outlet 2
USE: RESIDENTIAL
24.8.00
239.42
{
I
12
MICHAEL D. &
I
0.5
SUE B. MOODY
EW 3
PIN: 1725.09 -15 -3835
252.00
ZONED. R -6
39.52
USE.• RESIDENTIAL
i
i
I
RCP
BOBBIE B.
JOYCE S. UNDERWOOD
PIN. 1725.09 -15 -3718
ZONED. R -6
USE. RESIDENTIAL
EXI Cl I ! I j
1 / / It
TOP: 263 3.1 t EX 30" C &G
I l N 24 E II t I - /- Cl
INV.
I /� 259.40 0 TO � 1 �/ TOP: 264.11
l EX 30 "'C &G I r - I
tt � �II FH ASSY
O f l t ( 1 '050' SIGHT
IID STANCE
NC:_ 1 NORTH VENTURES fII
1
LhV'ITED PARTNERSHIP / / 1 III I ( II
Pl' i� 1725.09 -16 -9239 ,( II
D.-,:;', 9332 PG. 2018 60 f / / Jl EX 60' R/W I
2 / r BUFFALOS ONE ASSOCIATES, LLC
B 0. M. 2001 PG. 255 / // It EX 41' S -B EX Cl ZG 1IED: R -6 / / 11 PIN 1725 -26 -4453
INV IN: 5 .2 0 t D.B. 08194 PG. 1387
USE- TH.S. /� i 'i ! TOP. 265.55 ZONED. CUD SC
EX /J¢"Icllk / /�i�M II t rya USE. • COMMERCIAL
SU "E RIVER // tea ��� It i EX 5' CONC jrROM R BANK 20' ZONE 2 NRB / 1 �- 05 /� �p� �it t �; SIDEWALK
DRAINAGE ESMT it E WMH W/ BOA
TOP: 261.13
N N V
i I
NEW INV:
1 249.00
19III
30' PERMANENT 3333 CAPITAL BLVD, LLC
DRAINAGE ESMT PIN 1725.09 -25 -2947
D.B. 8523 PG. 718
17
`ZONED: IND -1
\� i
USE. COMMERCIAL
VARIABLE WIDTH TEMPORARY
W I CONSTRUCTION ESMT TO BE
a OBTAINED FROM ADJACENT
N PROPERTY OWNER.
I
3331 NORTH BOULEVARD, INC.
N % \ PIN 1725.09 -25 -2830
l 1 D. B. 3801 PG. 413
ZONED. IND -1
USE. COMMERCIAL
4- 15'050'\ SIGHT
-EX. 4' DIA. SS MH 2
R= 495.01
L =20.00
CD =20.00
CB =S 12'33'27" E
EX 5' CONC
SIDEWALK
PWE -24-7 _ - _ _ -_- �i - - 245 \\ PRIVATE DRAINAGE ESMT/ °p
v BMP AND ACCESS ESMT BM ED: /- 8
-- ` ZONED: O &i -1 CUD
25 ' ---= -- 245 I
2ao '- 240 _ USE. PARKING 1
v
WD -
E�fP'CSND
PUEY SHIUE HURANG
PIN: 1725.09 -15 -2790
ZONED: R -6 �GQ t}�� \ v pw 240
USE. RESIDENTIAL I E 245
I I EX HEADWALL
i I EX RAISED
JB ­250
X 24" RCP
C------- - - - -
245
S; ss- - -ss --
----------------
.� l> ,
s
------- - - - - -„ rE D2,543 SF
AREA DISTURBED WITHIN BUC R
EX. 4' DIA. SS MH 4_". '< � �� � TOTAL AREA IN BUFFER .3z'; .7.33%
SF � ,I
TOP 246.05 BUFFER DISTURBED - V
EX 20' DRAINAGE & INV OUT 236.40
250
UTILITY ESMT &P 40' WI E BUFFER PER 109.83 52 04
B.O.M. 1970 PG. 59 { \
u> JOSEPH C., JR. &
GAYNELLE S. GLASS ZONING CONDITION
PIN. • 1725.09 -15 -2672 ( KATHERINE A.
ZONED. R -6 PHILLIPS WATKINS MILDRED P. HONEYCUTT DEBBIE JEAN BOYETTE \
USE RESIDENTIAL PIN 1725.09 -15 -::590 PIN 1725.09 -15 -4497 PIN 1725.09 -15 -6404
D.B. 1966 PG. 16 D.B. 972 PG. O -E- D.B. 4174 PG. 608
B.O.M. 1951 PG. 67 3.0.M. 1951 PG. 61 B.D.M. 1951 PG. 61
- -
USE: ZONED:
RESIDENTIAL ( USE: RESIDENTIAL USE.
E RESIDENTIAL
ADVENTURE GOLF & Gi
PIN 1725.09 -25 -1580
D.B. 6769 PG. 760
B.O.M. 1989 PG. 44
ZONED: IND -1
USE. COMMERCIAL
EX. 4' DIA. SS M=1 1
TOP 272.73
INV IN 263.84
INV OUT 263.68
PIPE SCHEDULE
Inlet No.
Up
Inlet No.
Dn
Pint
Up
Invert
Up
Invert
Dn
Pipe
Length (ftj
I Pipe
Dia (in)
Material
Pipe
Slope ( %)
BMP Outlet 2
FES 1
24.8.00
239.42
239.00
84.00
12
RCP
0.5
CI 4
EW 3
265.62
252.00
248.50
39.52
24
RCP
8.86
CI5
CI4
264.40
260.10
259.10
134.00
15
RCP
0.75
Cl6
CI5
267.00
263.10
260.20
150.25
15
RCP
1.93
CI7
CI
267.50
257.90
256.60
183.70
1 24
RCP
0.71
C18
CI7
267.50
260.20
258.00
24.00
18
RCP
9.17
MH /JB 9
Cl 8
267.25
261.30
260.70
75.61
15
RCP
0.79
CI 10
MH /JB 9
265.80
261.80
261.40
45.55
15
RCP
0.88
CI 11
Cl8
26 +8.70
265.20
264.00
56.54
15
RCP
2.12
Cl 12
CI7
268.80
258.70
258.00
95.50
18
RCP
0.73
Cl 13
0112
269.00
259.00
258.80
19.54
15
RCP
1.02
Cl 14
0113
267.35
260.40
259.10
152.33
15
RCP
0.85
CI 15
CI 14
267.35
263.90
263.60
40.00
15
RCP
0.75
Cl 16
Cl 14
265.43
261.60
260.50
144.49
15
RCP
0.76
Cl 17
Cl 16
265.43
262.00
261.70
40.00
15
RCP
0.75
EW 19
EW 18
254.00
248.00
244.86
114.73
48
RCP
2.74
MH /JB 21
FES 20
264.75
257.20
256.00
32.23
15
RCP
3.72
RIP-RAP SCHED
Structure
dla
(Yt)
V'el1o,Ww
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Length
(ft)
VWdith
(fit)
Depthi
on)
Z
4
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FES =1
1..0
711
S
3,
221.
CBoa "= "B, ",
6' -113?'
EW 18
4.00
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24.
Tz
22'
C s's B111
6" -1:3"
FES 21
1.2 55
3 . T
S
4
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C s A'
1 3`m - er
*Note: Apron sizing based on NYDOT Chart
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m`4' HIGH BLACK VINYII: -\ - - -\- - - - - - - - - - - - -
COATED CHAIN LINK FENCE
(SEE DETAIL SHEET `x:5.2)
\ \ \ -\ SEGMENTAL RETAINING WALL #2
24" RCP
►
I /'­
-- - - - - -- / TW: 255.33
3 \
e
J J �J �J �J� J� -- ® e� \\ 20' GATE
- --
r� 240
i
N%
260 +
240 \ - ---- \ - - -`\ - ,\\\\\ \ \� ++
- 20' GATE i 1 i ;,
pwF' 24 + + +
+ + + + + + + + + + _j J / +
! y y ; + + l � v
--- v
250
246.00 TW: 249.00 -
BW: 245.00 BW: 245.00 Tpr- T,F , x
\/ -�ia�� �' °V
�~ \ SEGMENTAL RETAINING WALL #3 TPF -- �
� � 1 \` - �� - _ 250
(MAX HEIGHT 4') �' - - _ -- - 7P �-- _ �` �
TPF � � x x x \ x x -.
C \
i TW: 249.00 rpr _
245 � y� V� \ �� BW: 245.00 _-
_,
TW: 249.00 TW: 249.00 TW: 249.00 TW: 249.00
LBW: 245.50 BW: 246.00 BW: 247.00 BW: 248.00
TPF
C \� /
45' EMERGENCY
A� A v/ v � \ \ ' ✓_--� `' � `- � SPILLWAY 0 249.35
(CLASS 1 RIP -RAP)
7 \C
WET DETENTION BASIN CONSTRUCTION SEQUENCE
T DETENTION BASIN
Vetacirty,
(fPS11
1.
UNDER NO CIRCUMSTANCES SHALL THE WET DETENTION BASIN BE FINALIZED AND PANTED PRIOR TO
1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH AND THE STATE OF NORTH
ds
COMPLETION OF CONSTRUCTION AND STABILIZATION OF ALL AREAS WHICH DRAIN TC IT.
LU
CAROLINA STANDARDS AND SPECIFICATIONS.
2.
IF WET DETENTION BASIN IS TO BE USED AS A SEDIMENT BASIN DURING CONSTRU 1'7710N, ROUGH
2.
THE CONTRACTOR SHALL WARRANTY ALL PLANTED MATERIALS FOR A PERIOD OF 2 "E.ARS FROM
�s' -1w
GRADE PER PLANS. FILL PLACEMENT AND OUTLET STRUCTURE CONSTRUCTION SHAD. BE IN
z
DATE OF INSTALLATION. AT THE END OF THE FIRST YEAR AND AT THE END OF TH . SECOND YEAR,
24:
COMPLIANCE WITH DETAILS AND WET DETENTION BASIN CONSTRUCTION NOTES HERE',�l. IF THE WET
22'
THE CONTRACTOR SHALL REPLACE ALL PLANTS WHICH DO NOT SURVIVE. ANY HEAL. I HY PLANTS
z
DETENTION BASIN HAS BEEN PREVIOUSLY ROUGH GRADED AND /OR USED AS A SEL''WENT BASIN,
1.25
DAMAGED DURING PLANT REPLACEMENT SHALL ALSO BE REPLACED.
Q
REMOVE AND DISPOSE OF SEDIMENT DEPOSITS WITHIN THE BASIN AREA.
9
_-_
3.
ROUGH GRADE WET DETENTION BASIN AS NECESSARY AFTER SEDIMENT REMOVAL Al D TO FINALIZE
3.
SOIL BELOW ELEVATION 247.00 FOR WETPOND SHALL BE TESTED BY THE USDA AGPICULTURAL
EXTENSION OFFICE FOR pH, WHICH MUST FALL BETWEEN 5.5 AND 7.0. TESTS SHALL ALSO BE
BOTAI HCAL NAME
BASIN GRADES. ALL FILL PLACEMENT SHALL BE IN COMPLIANCE WITH THE SPECIFIC",TION IN THE
U
PERFORMED FOR NUTRIENTS SUCH AS NITROGEN, PHOSPHORUS, AND POTASSIUM, AII�D FOR
RLOTE
CONSTRUCTION NOTES ON THIS SHEET.
1I48
MINERALS SUCH AS CHELATED IRON AND LIME. AMENDMENTS TO SOIL RECOMMENDED BY USDA
5V;'EETF FLAB
4 PC3'?
24 7 O.C;.
SHALL BE INCORPORATED INTO SOIL TO PROMOTE VIGOROUS VEGETATION AND PLANT GROWTH.
4.
AFTER ROUGH GRADING WET DETENTION BASIN, BEGIN FINE GRADING TO CONSTRUCT FOREBAY
A fS,M4 SUB CO3R-D '+'7UP9,
OF TESTS AND AMENDMENTS PROVIDED BY CONTRACTOR SHALL BE PROVIC?ED TO THE
4" POT
BERMS /WALLS AND MAIN POOL AREA. GRADING TOLERANCE FOR THE WET DETENTID BASIN SHALL BE
FULL BUSHY CO { IANE-LR-
ENGINE R
144
+/- 0.20 FEET FROM GRADES SHOWN ON THIS PLAN.
BLUE. FLAG, [11R.IS,
4" POT
5.
IN CONJUNCTION WITH GRADING AND FILL PLACEMENT, CONSTRUCT OUTLET STRUCTURES TO BRING IT
4.
LANDSCAPING PLANTINGS SHOWN HEREON SHALL BE INSTALLED DURING FALL SEASOj1h OR EARLY
WINTER IF POSSIBLE FOR MAXIMUM PLANT SURVIVABILITY.
J�VP CU'S EFFUSUS
INTO COMPLIANCE WITH THESE PLANS. IF OUTLET STRUCTURES WERE CONSTRUCTEE WITH ROUGH
4° P'OT
24" O.C.
FULL BUSHY CONiTAINE;
GRADING WHEN USING THE WET DETENTION BASIN AS SEDIMENT BASIN, SKIP TO N---(T STEP.
5.
THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST , ":LL
6.
_
WHEN FINE GRADING AND OUTLET STRUCTURE IS COMPLETE, CALL SURVEYOR AND '- ENGINEER FOR
24" 0. .
EMBANKMENTS AND FILL PLACEMENT FOR PROPER COMPACTION. PROPER COMPACT °,,ON SHALL BE
PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS OR THESE PLANS, WHICHEV:�R IS MORE
S.0
ASBUILT SURVEY AND EVALUATION.
SA UUFU1RtUS CERi'VVS
STRINGENT. EMBANKMENTS FOR BASINS SHALL BE PLACED IN 6 INCH LOOSE LAYS IRS AND SHALL
7.
IF SURVEYOR AND ENGINEER DETERMINE THAT GRADING IS NOT IN COMPLIANCE Wi -1 THESE DRAWINGS,
FULL BU'SH?Y CONTMAIIN,Ef,
:
BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOF MAXIMUM
DENSITY AT A MOISTURE CONTENT OF + OR -TWO PERCENTAGE POINTS OF THE l:�?TIMUM
MAKE CORRECTIONS AS REQUIRED BY THE ENGINEER. AND REPEAT PREVIOUS STEP. OTHERWISE
MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. THE CONTRACTOR SHALL TAKE
PROCEED TO NEXT STEP.
PHOTOGRAPHS OF THE OUTLET STRUCTURE AT ALL PHASES OF INSTALLATION AND SI--IALL RETAIN
8.
UPON NOTIFICATION FROM THE ENGINEER THAT THE WET DETENTION BASIN IS IN G"MPLIANCE WITH
WITH GEOTECHNICAL TESTING DATA. THE CONTRACTOR SHALL ALSO RETAIN ALL SH[ 'PING RECORDS
AND SPECIFICATIONS FOR THE OUTLET STRUCTURE MATERIALS AND STRUCTURES. A,""'_L OF THE
THESE DRAWINGS, PROVIDE LANDSCAPING IN COMPLIANCE WITH THE PLAN SHOWN �N THIS SHEET AND
ABOVE DATA MAY BE REQUIRED AS PART THE MUNICIPALITY AS -BUILT PROCESS AND SHALL BE
ANY ADDITIONAL SPECIFICATIONS FROM THE OWNER. IF TIMING IS SUCH THAT PLA4i INGS WOULD OCCUR
MADE AVAILABLE TO THE ENGINEER UPON REQUEST. THE CONTRACTOR AND OWNER SHALL HAVE
R
IN SUMMER MONTHS, COORDINATE WITH THE ENGINEER, OWNER, AND THE LOCAL M JNICIPALITY ABOUT
DOCUMENTATION OF THESE TESTS AVAILABLE UPON REQUEST.
DELAYING PLANTINGS UNTIL FALL OR EARLY WINTER FOR MAXIMUM SURVIVABILITY G= PLANTINGS.
CONCRETE
/
\ \\
6.
TOLERANCES FOR FINAL GRADES SHALL BE WITHIN +/- 0.20 FEET. THE TOWN OF MORRISVILLE
9.
SEED ALL DISTURBED AREAS PER THE SEEDING SCHEDULE SHOWN IN THESE PLMN .
WILL REQUIRE AN ASBUILT SURVEY OF THE CONSTRUCTED WET DETENTION BASIN TI `EREFORE
10. CONTRACTOR TO NOTIFY ENGINEER /SURVEYOR WHEN BMP IS READY FOR CERTIFICATION AND PROVIDE
STRICT ADHERENCE TO THE GRADING ON THIS PLAN AND THE TOLERANCES SPECIFIED HEREON
SHALL BE REQUIRED PRIOR TO CERTIFICATION BY THE ENGINEER THAT THE WET DE' NTION BASIN
A 2 -3 WEEK ALLOWANCE FOR COMPLETION.
HAS BEEN BUILT IN COMPLIANCE WITH THESE DRAWINGS. UPON COMPLETION OF TI ; FINAL
DEEP WASHED STONE
GRADING (PRIOR TO PLACEMENT OF ANY PLANT MATERIAL) THE CONTRACTOR SHALL CONTACT THE
11.
AT A MINIMUM 7 DAYS PRIOR TO SCHEDULING THE STORMWATER FINAL INSPECTIOf� WITH CITY OF
SURVEYOR TO SURVEY THE ASBUILT CONSTRUCTED WET DETENTION BASIN. THE CG.. TRACTOR
RALEIGH STORMWATER INSPECTOR, ENGINEER TO SUBMIT A CITY OF RALEIGH FORM :511, AND
SHALL NOTIFY THE ENGINEER THAT THE CONSTRUCTED WET DETENTION BASIN HAS 2 =EN
SURVEYOR TO PROVIDE APPROVABLE BMP AS -BUILT CERTIFICATION TO STORMWATE= INSPECTIONS
COMPLETED AND THE ENGINEER SHALL EVALUATE THE ASBUILT SURVEY DATA FOR C 1�MPUANCE WITH
REGIONAL COORDINATOR FOR CITY OF RALEIGH APPROVAL. FAILURE TO DO SO WILT PREVENT A
E DRAWINGS IF THE WET DETENTION BASIN IS FOUND TO BE OUT OF COMPLANCE WITH
CERTIFICATE OF OCCUPANCY FROM BEING ISSUED. TH SE
THESE DRAWINGS, THE CONTRACTOR SHALL REGRADE THE WET DETENTION BASIN AS NECESSARY TO
BRING THE WET DETENTION BASIN INTO COMPLIANCE WITH THESE DRAWINGS. THE COST OF ANY
12. CONTRACTOR SHALL WATER NEW PLANT MATERIAL PLANTED IN THE WET DETENTION BASIN DAILY UNTIL ADDITIONAL SURVEY OR ENGINEERING EVALUATION REQUIRED RESULTING FROM INCONf'PLETE OR
COMPLETION OF ALL OTHER SITE RELATED CONSTRUCTION. AFTER THE FULL SCOW= OF THE INCORRECT GRADING OF THE WET DETENTION BASIN SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR'S WORK IS COMPLETED, IT SHALL BE THE OWNER'S RESPONSIBILITY _ WATER PLANTS CONTRACTOR.
D
DAILY UNTIL PLANTS HAVE BECOME WELL ESTABLISHED AND WATERING IS NO LONG=R NECESSARY.
P
nIz _ \
TRASH RACK WITH 2x3 ACCESS HATCH CENTERED ON
Vetacirty,
(fPS11
STEPS. BAR SPACING 5 Y2 OF 3 "0 ORIFICE.
- Tff
PLASTIC SOLUTIONS,
INC. PYD 60 (OR APPROVED EQUAL)
ds
PLAI 71I LILS:TI
LU
7'.41
61
-
X\
Clhss 'B"
�s' -1w
E',',I' 18
z
83
24:
1 12'
22'
Ckss, `B'
z
FES 21
1.25
}
Q
1 4
9
_-_
<.
Y_
a
BOTAI HCAL NAME
COMMON NIAMIE
U
�
RLOTE
A:G
1I48
/iC 3RI is CA,L ,'✓t 1S
5V;'EETF FLAB
4 PC3'?
24 7 O.C;.
FULL BUSHY CONTAINITF °7:
AS
13SP
A fS,M4 SUB CO3R-D '+'7UP9,
' ;,MA?IER PLANS TA. IIN1
4" POT
Z4" O'.C.
FULL BUSHY CO { IANE-LR-
A
144
IRTS 1~IRG,11WCA
BLUE. FLAG, [11R.IS,
4" POT
24' C'.C.
FULL BUSHY CONT+AfI IE.R
JE
156
J�VP CU'S EFFUSUS
SOFT- STEMMED RU €SH
4° P'OT
24" O.C.
FULL BUSHY CONiTAINE;
PV
143 1
PIE, CTAtVD -RA VIRGHWCA
ARROVil ARUNT
1 4" POT
24" 0. .
FULL BUSHY CONTAINER
S.0
132
SA UUFU1RtUS CERi'VVS
LI R!D& TA;IIL
1 4 " POT
24" O.C.
FULL BU'SH?Y CONTMAIIN,Ef,
nIz _ \
Inlet No. Inlet No. Rim Invert Invert Pipe Pipe Material Pipe
Up Dn Up Up Dn Length (ft Dia (in) Slope ( %)
BMP Outlet 2 FES 1 248.00 239.42 239.00 84.00 12 RCP 0.5
C14 EW 3 265.62 252.00 248.50 39.52 24 RCP 8.86
CI5 CI4 264A0 260.10 259.10 134.00 15 RCP 0.75
CI6 CI5 267.00 263.10 260.20 150.25 15 RCP 1.93
C17 CI4 267_50 257.90 256.60 183.70 24 RCP 0.71
CI8 CI7 267.50 260.20 258.00 24.00 18 RCP 9.17
MHlJB 9 Cl 8 267_25 261.30 260.70 75.61 15 RCP 0.79
Cl 10 MH/J13 9 26.80 261.80 261.40 45.55 15 RCP 0.88
C111 CI8 26870 265.24 264.00 56.54 15 RCP 2.12
Cl 12 CI7 268.80 258.70 258.00 95.50 18 RCP 0.73
C113 C112 265..00 259.00 258.80 19.54 15 RCP 1.02
Cl 14 CI 13 267.35 260.40 259.10 152.33 15 RCP 0.85
Cl 15 Cl 14 267.35 263.90 263.60 40.00 15 RCP 0.75
Cl 16 Cl 14 26.43 261.60 260.50 144.49 15 RCP 0.76
Cl 17 C116 26.43 262.00 261.70 40.40 15 RCP 0.75
EW 19 EW 18 25.00 248.00 244.86 114.73 48 RCP 2.74
MHIJB 21 FES 20 264
OUTLET STRUCTURE #2 DETAIL
i
i TPF
2" FAIRCLOTH SKIMMER
OR EQUAL, ATTACHED
DURING CONSTRUCTION.
GATE VALVE OPEN
DURING CONSTRUCTION
** 6" DEEP IMPERMEABLE CLAY LINER TO BE COMPACTED
TO PROVIDE A PERMEABILITY OF NO MORE THAN 0.01
IN /HR. COORDINATE WITH GEOTECHNICAL ENGINEER.
Z�"
TRASH RACK WITH 2x3 ACCESS HATCH CENTERED ON
Vetacirty,
(fPS11
STEPS. BAR SPACING 5 Y2 OF 3 "0 ORIFICE.
- Tff
PLASTIC SOLUTIONS,
INC. PYD 60 (OR APPROVED EQUAL)
ds
s
1 00;
7'.41
61
3s
X\
Clhss 'B"
�s' -1w
E',',I' 18
4 -00'
83
24:
1 12'
22'
Ckss, `B'
6r" -1,3'°
FES 21
1.25
3.1:
VALVE STEM AND
WHEEL MOUNTED
1 4
9
_-_
� LL_
ON
z
SIDE OF MANHOLE
PWE - 247.00 3 :1
i-- 248.00
/247.97 (TEMP. POOL - 1- RUNOFF)
a
--
EL�lt. 246.00
------- - - - -
- _ -
48" DIA. PRECAST
_
4" PVC SCREW TYPE PLUG
MANHOLE SECTION
1:1 2:1
39.52 LF
4" PVC TEE
- -
-
4" DIA. PVC
FOREBAY
24" RCP
INV = 374.00 (P.W.E)-
`�
STUBBED INTO BOX
® 8.86%
4" PVC CAP
ELEV. 239.50
ELEV. 240.00
WITH 1Y2"
ORIFICE DRILLED
** IMPERMEABLE CLAY LINER
CR SS- SECTION OF DETENTION BASIN QA -A)
6" GATE VAL
1" = 10'
84.00 LF 12" RCP 239.42
0 0.50%
8.00 LF 6" DI 0 1.00%
BALLAST N
i
CONCRETE
/
\ \\
CO /
' 239
Zs,
DEEP WASHED STONE
Inlet No. Inlet No. Rim Invert Invert Pipe Pipe Material Pipe
Up Dn Up Up Dn Length (ft Dia (in) Slope ( %)
BMP Outlet 2 FES 1 248.00 239.42 239.00 84.00 12 RCP 0.5
C14 EW 3 265.62 252.00 248.50 39.52 24 RCP 8.86
CI5 CI4 264A0 260.10 259.10 134.00 15 RCP 0.75
CI6 CI5 267.00 263.10 260.20 150.25 15 RCP 1.93
C17 CI4 267_50 257.90 256.60 183.70 24 RCP 0.71
CI8 CI7 267.50 260.20 258.00 24.00 18 RCP 9.17
MHlJB 9 Cl 8 267_25 261.30 260.70 75.61 15 RCP 0.79
Cl 10 MH/J13 9 26.80 261.80 261.40 45.55 15 RCP 0.88
C111 CI8 26870 265.24 264.00 56.54 15 RCP 2.12
Cl 12 CI7 268.80 258.70 258.00 95.50 18 RCP 0.73
C113 C112 265..00 259.00 258.80 19.54 15 RCP 1.02
Cl 14 CI 13 267.35 260.40 259.10 152.33 15 RCP 0.85
Cl 15 Cl 14 267.35 263.90 263.60 40.00 15 RCP 0.75
Cl 16 Cl 14 26.43 261.60 260.50 144.49 15 RCP 0.76
Cl 17 C116 26.43 262.00 261.70 40.40 15 RCP 0.75
EW 19 EW 18 25.00 248.00 244.86 114.73 48 RCP 2.74
MHIJB 21 FES 20 264
OUTLET STRUCTURE #2 DETAIL
i
i TPF
2" FAIRCLOTH SKIMMER
OR EQUAL, ATTACHED
DURING CONSTRUCTION.
GATE VALVE OPEN
DURING CONSTRUCTION
** 6" DEEP IMPERMEABLE CLAY LINER TO BE COMPACTED
TO PROVIDE A PERMEABILITY OF NO MORE THAN 0.01
IN /HR. COORDINATE WITH GEOTECHNICAL ENGINEER.
Z�"
dio.
Vetacirty,
(fPS11
Length
fl
- Tff
TPF
T�
ds
FES 1
1 00;
7'.41
61
OUTLET STRUCTURE #2 DETAIL
i
i TPF
2" FAIRCLOTH SKIMMER
OR EQUAL, ATTACHED
DURING CONSTRUCTION.
GATE VALVE OPEN
DURING CONSTRUCTION
** 6" DEEP IMPERMEABLE CLAY LINER TO BE COMPACTED
TO PROVIDE A PERMEABILITY OF NO MORE THAN 0.01
IN /HR. COORDINATE WITH GEOTECHNICAL ENGINEER.
Z�"
Structure
dio.
Vetacirty,
(fPS11
Length
fl
- Tff
TPF
T�
ds
FES 1
1 00;
7'.41
61
3s
X\
Structure
dio.
Vetacirty,
(fPS11
Length
fl
Wid±yth
Depth
�
T�
ds
FES 1
1 00;
7'.41
61
3s
22"
Clhss 'B"
�s' -1w
E',',I' 18
4 -00'
83
24:
1 12'
22'
Ckss, `B'
6r" -1,3'°
FES 21
1.25
3.1:
5
1 4
9
Coasts
'Note: Apron sizing based on NYDOT Chart
PIPE SCHEDULE
.75 257.20 256.00 32.23 15 RCP 3.72
ELEV. 255.00
3:1
- PROVIDE CLAY LINER 6" DEEPER THAN
RETAINING WALL
7' WIDE BERM
VEGETATED SHELF SURF)�CE TO ALLOW FOR
ELEV. 250.75 ELEV. 247.50
ADDITION OF AMENDED IL FOR PLANTINGS
sa
-ELEV. 246.50
ELEV. 248.50
OUTLET STRUCTURE #2 -\
PWE - 247.00 3 :1
----- - - - - -- 75.84 LF --- - - - - -- -
_101
_--
---
--
EL�lt. 246.00
------- - - - -
S-- - 244.7_5 - - -- - - - - -
_
12" RCP
--
1:1 MAIN - - - 1 :1 - - -
1:1 2:1
39.52 LF
® 0.53%
POOL
FOREBAY
24" RCP
® 8.86%
ELEV. 239.50
ELEV. 240.00
** IMPERMEABLE CLAY LINER
CR SS- SECTION OF DETENTION BASIN QA -A)
1" = 10'
m
c.
11;
U U ZO O
N
ci v � oc
�
a®
M Cl)
r T
o
r r
N T O
m
im
Q m
c9 W d/
N Q ®°
II
M O r
N Z ui
® ® N
f 0
NO FLO ® ®P INS EXIST ON -SITE
Z �
. �I
ELEV. 255.00
3:1
- PROVIDE CLAY LINER 6" DEEPER THAN
RETAINING WALL
7' WIDE BERM
VEGETATED SHELF SURF)�CE TO ALLOW FOR
ELEV. 250.75 ELEV. 247.50
ADDITION OF AMENDED IL FOR PLANTINGS
sa
-ELEV. 246.50
ELEV. 248.50
OUTLET STRUCTURE #2 -\
PWE - 247.00 3 :1
----- - - - - -- 75.84 LF --- - - - - -- -
_101
_--
---
--
EL�lt. 246.00
------- - - - -
S-- - 244.7_5 - - -- - - - - -
_
12" RCP
--
1:1 MAIN - - - 1 :1 - - -
1:1 2:1
39.52 LF
® 0.53%
POOL
FOREBAY
24" RCP
® 8.86%
ELEV. 239.50
ELEV. 240.00
** IMPERMEABLE CLAY LINER
CR SS- SECTION OF DETENTION BASIN QA -A)
1" = 10'
m
c.
11;
U U ZO O
N
ci v � oc
�
a®
M Cl)
r T
o
r r
N T O
m
im
Q m
c9 W d/
N Q ®°
II
M O r
N Z ui
® ® N
f 0
NO FLO ® ®P INS EXIST ON -SITE
Z �
. �I
Q m
c9 W d/
N Q ®°
II
M O r
N Z ui
® ® N
f 0
NO FLO ® ®P INS EXIST ON -SITE
Z �
. �I
NO FLO ® ®P INS EXIST ON -SITE
Z �
. �I
NO FLO ® ®P INS EXIST ON -SITE
Z �
. �I

EX Cl II TEMP SILT SOCK
l / TOP: 263.21 EX 30" C &G
l l EX 24" k"ES II EX Cl 264. 71
INV.• 259.40 _
lEX 30" C &G WV
p o i It 4- 1 � I FH ASSY
/ It 11
NO. 1 NORTH VENTURES
LIMID PARTNERSHIP
It
/ l ' I I
ND. 1 NORTH VENTURE;; LTD PIN 1725.09 -16 -9239 ,( �
PIN 1725.09 -16 -8771 I D.B. 9332 PG. 2018 �° f / / EX 60'
D.B. 3439 PG. 786 B 0 /!. 2001 PG. 255 / / ' ® II EX 41 ' B_B BUFFALOS ONE ASSOCIATES, LLC
B.O.M. 1986 PG. 783 ZON D. R -6 / / ��/ / tl - -EX Cl D.B. 08194 PG 1387
ZONED. R -10 i USE.- TH.S INV lN: 25 .`2¢� / e�� I I � TOP: 265.55 SC
USE. VACANT EX 3 "lc \, <' j III ZONED: CUD CI
50' NEUSE EIP- CONTROL CORNER / II
�� USE. COMMERCIAL
RIVER BUFFER N = 756,167.440 50' NEUSE RIVER /�©i�� !I EX 5' CONC
® I ® E = 2,121, 773.030 BUFFER Fi , OM 20' ZONE 2 NRB 1 f j / p I I SIDEWALK
® TOP OF BAYK _260% It
E WMH W/ BOA
IMITS OF
20' ZONE 2 NRB DISTURBANCE, TYP.
TEMP DIVERSION DITCH TOP: 261.13
-® EIP S 76'26'05" E 274.68 \ S 76.3104 255.52 ''°5��'T 2
\ \ _
_
�30' � NRB 2�5� \ SPOT SILT - --
\
FENCE OUTLET \ X 15,
245.0 E BUFFEf?Ep qL ='_ =- TEMP TREE
FE
_ l PROTECTION
\
JOHN A., JR & _ I
MARYETTE F. FARRIS � � FENCE
11 EX WETLANDS -HATCH / /fir =250 = _ - �°
PIN 1725.09 -16 -3230 \ - �� �� ®__ - TEMP CHECK
i
255__-_-==_-_ \ / I I I DAM, TYP.
ZONED: R -6 = ° ` \ lND /GATES APPROXIMATE , / 50' NEUSE RIVER
i ; BUFFER FROM -30' ZONE 1 NLZB - �
LIMIT OF WETLANDS l
�
USE: RESIDENTIAL - �`�- -� , I'I I � I � q /
- 1 TOP OF BANK -�
�l /! i 270 V \�� 1� r 3333 CAPITAL BLVD, LLC
I PIN 1725.09 -25 -2947
EXISTING POND / - w _ l l \; (! / - \ `' o
c­.
/ \��� n. D.B. 8523 PG. 718
` ZONE 2� NRB \ V N
I ZONED: COMMERCIAL
2�� �
USE. COMMERCIAL
j/
R/ Q X230- \\ ', ' I LIMITS OF �� / / \\\
0
DISTURBANCE, TYP. �/4� ��/
EUGENE P. & \� �; A ���� TEMP TREE
REBECCA H. RAIRDEN 'III _ �� �/ A PROTECTION
PIN: 1725,09-16-3171 \ 1 I ���/ - I / % FENCE :
ZONED: R -6 �% \! / \
USE. RESIDENTIAL 2 0 ��� EDGE
TEMP DIVERSION DITCH
f
--
S 275
AC L ' III
j
to 3331 NORTH
PRIMARY TREE / 260 ---/ = �---- \ \ \f N / D.B. 1725.09 -
\ ��� I D.B 3801 PG
CONSERVATION AREA / / / / -TEMP SILT � -`�\ \
ZONED: lND-
(N ) / FENCE USE. COMMER
WALTER E TEMP TREE
& /
JOYCE G. DOVE / / j PROTECTION
1725.09 -16 -3073 FENCE / _��
I
ZONED: R -6
USE: RESIDENTIAL � � j / 205
� \
40' WIDE BUFFER PER I
ZONING CONDITION
SECONDARY TREE
CONSERVATION AREA y TEMP 25'x50\
(TYP) ; y ) TO 2 DIA. SS MH 3 / CONSTRUCTION
TOP 271.87
1 _ 0
INV OUT 267.00 / ENTRANCE `V �
DE ORAH ANNE LAMBETH , \
PIN: 1725.09 -15- 3954.'
ZONED: R -6 RESIDENTIAL x' ' _i_ /- e1,__...\ S -
E.• j / L1
\ \
- - - - - -- w---- - -
US - - -- - - - - -- - - -- - --~'= - I
I
MICHAEL D. &
SUE B. MOODY
PIN: 1725.09 -15 -3835
ALL ADJACENT STREETS WILL
ZONED: R -6
USE: RESIDENTIAL
- I
i
�o -i- I
� II
II
II
II
s s
�I
N
z�
BOBBIE B. Sr
JOYCE S. UNDERWOOD
PIN. 1725.09 -15 -3718
ZONED: R -6
I
FrUSE• RESIDENTIAL t
PUEY SHIUE URANG
PIN: 1725.09 -15 -2790
ZONED: R -6 /
USE. • RESIDENTIAL f 1
(rl EX HEADWALLP o
EX RAISED TOP JR r RG
2_4" RCP
-= ss --
- ss - - ss - -
EX. 4' DA. SS MH 4
TOP 246.05
EX 20' DRAINAGE & INV OUT 236.40
UTILITY ESMT
B.O.M. 1970 PG 59
JOSEPH C., JR. &
GAYNELLE S. GLASS
PIN. • 1725.09 -15 -2672
ZONED: R -6
USE: RESIDENTIAL
5
TEMP TREE rl- - - -�' ---- . - - - -- r--- - - - - -- --i SS -
PROTECTION - s
' FENCE I I_ w - _ - - - _ - - - - - - w
ASSN �- - �- - �-
\ TEMP SILT _ \ O �` _� _ ty -------------- - - - - -- ----- - - - - --
FENCE \ - - -
\ - EX 20 PUBLIC EX 20' PUBLIC EX 20' PUBLIC
N 13' 18'37" -
\ GAS ES; !/T SS ESMT WATER ESMT
\ ` 16.22 BM 20C-� PG 8 BM 2009 PG 8 BM 2009 PG 8 FH ASS
EX UG SAS
\ \ EX 8" WL
(APPROX :OCATION)
265 - N
260 6" WIDE STRIP OF R -6 Z.INING
_ 255 (SEE ZONING CONDITIONS'i
ME
1 241
(k� 245
TEMP SILT 241
FENCE 245
5 250
TPF
5
I EIP 711.:0
40' WIDE BUFFER PER
ZONING 'CONDITION
KATHERINE A.
PHILLIPS WATK /NS
PIN 1725.09 -15 -35 O
D.B. 1966 PG. 16
8. 0. M. 1951 PG. 61
ZONED: R -6
USE: RESIDENTIAL
EIP
<n
AREA DISTURBED WITHIN BUFFE� _
TOTAL AREA IN BUFFER = 34,7100 S
% OF BUFFER DISTURBED = 7.33%
p
TEMP TREE MILDRED P. HONEYCUTT DEBBIE JEAN BOYETTE
PROTECTION PIN 1725.09 -15 -4497 PIN 1725.09 -15 -6404
FENCE D.B. 972 PG. 0 -E- D.B. 4174 PG. 608
B.O.M. 1951 PG. 61 B. 0. M. 1951 PG. 61
ZONED: R -6 ZONED: R -6 l
USE. • RESIDENTIAL USE: RESIDENTIAL I
w
3
I
II
II i
3
I
I I
II
EX 4. 1. B= 8
EX 60' R!W
ADVENTURE GOLF & GAMES, INC.
PIN 1725 -15 -7781 u� V
D.B. 11001 PG. 1375 it
BM 1994 PG. 699 ao
BM 2009 PG. 8 I
ZONED: 0 &1 -1 CUD ' �I
USE PARKING
-EX. . 4' DIA. SS MH 2 �� \\
FR= 495.01
L =20.00
CD =20.00
CB =S 12'33 27" E
I
EX 5' CONC
SIDEWALK ADVENTURE GOLF & G,-
PIN 1725.09 -25 -1580
D.B. 6769 PG. 760
B. 0. M. 1989 PG. 44
EX 30" C &G ZONED: IND -1
EX 8" WL USE: COMMERCIAL
(APPROX LOCATION)
INC.
114 !i
1. INSTALL SILT FENCE AND TREE PROTECTION FENCE. CALL FOR ON -SITE INSPECTION BY ZONING
INSPECTOR.
2. CONTRACTOR SHALL OBTAIN GRADING PERMIT FROM CITY OF RALEIGH AFTER SILT FENCE
INSTALLATION IS APPROVED.
3. PRIOR TO BEGINNING CONSTRUCTION, CALL STORMWATER INSPECTIONS REGIONAL COORDINATOR,
CHRIS BRIDGERS, (919)279 -1308 TO SCHEDULE AN ON -SITE PRE - CONSTRUCTION MEETING.
4. INSTALL CONSTRUCTION ENTRANCE, INLET PROTECTION, DIVERSIONS, CHECK DAMS /WATTLES, AND
PERMANENT STORM DRAINAGE 50 -4 AS SHOWN HEREON. USE PROPOSED WETPOND FOOTPRINT
AS RISER SEDIMENT BASIN, INITIALLY. REFER TO C3.2 OUTLET STRUCTURE #5C DETAIL FOR
SKIMMER CONNECTION. CLEAR ONLY ENOUGH TO INSTALL THESE MEASURES.
5. CALL THE RAPID RESPONSE (919)857 -4412 TO SCHEDULE A STORMWATER SITE INSPECTION. IF
APPROVED, TEMPORARY SEED AND MULCH ALL DISTURBED AREAS TO STABILIZE THEM. BEGIN
SITE CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
6. ALL AREAS SHALL BE STABILIZED WITHIN 14 CALENDAR DAYS PER CODE 10- 5006(2).
7. BMP CERTIFICATES AND AS BUILT PLANS MUST BE PROVIDED TO STORMWATER CONTROL
INSPECTOR, FOR REVIEW, 4 DAYS PRIOR TO FINAL INSPECTION. CERTIFICATIONS AND AS -BUILT
PLANS MUST BE ACCEPTED PRIOR TO APPROVAL OF FINAL INSPECTION.
8. DO NOT CONVERT SEDIMENT BASIN TO WETPOND (BRING IN FILL MEDIA AND PLANTINGS) UNTIL
THE ENTIRE SITE HAS BEEN STABILIZED COMPLETELY TO AVOID CLOGGING OF THE FILL MEDIA,
AND REQUIRES CITY OF RALEIGH STORMWATER INSPECTOR AUTHORIZATION.
9. IN GENERAL, GRADING PERMITS SHALL EXPIRE AFTER 2 YEARS PER CODE 10- 6032(8)(6).
TOTAL DENUDED AREA: 4.7 ACt
P.I.N.: 1725 -15 -6935
ZONED: CUD 0 &1 -1 (Z- 66 -99)
WATERSHED: NEUSE
*NOTE: CONTRACTOR TO REVIEW AND ADHERE TO THIS SPECIAL CONSTRUCTION SEQUENCE
NOTES: 'VOLUME REQUIRED (CF) = 1800, 'DRAINAGE AREA i;AC)
SURFA,,CE AREA REQUII Eta' PIr)i =f 325 2u ts�l
'A SKIMER SIZED PER RG RE 6 48-;: WILL BE ATTACHED TO) A
TEPgPC,R ARY 6`° DRAIN PIPE TO BE US'ED FOR EIC L R.I G L, FE OF
C(O S TRLCTt M ADO) MR FIRER SArFFLES: TO &AS�1'rs
r7� HERE' r.,o, = 3_0AND = 0.6 )
LEGEND
TEMP LOUD SPOT
SILT FENCE OUTLET
dft TEMP CHECK DAM
TEMP SIL:7 SOCK
TEMP DIVERSION DITCH (LINED -SEE DETAIL)
TEMP SILT FENCE
1PF TEMP TREE: PROTECTION FENCE
TPF • TEMP COMBO TREE PROTECTION /SILT FENCE
LIMITS OF DISTURBANCE
Z'
m
m
ALL ADJACENT STREETS WILL
BE KEPT CLEAN AT ALL TIMES
OR A WASH STATION WILL BE
REQUIRED.
i
W
W
'
11
co
m
ALL EROSION CONTROL MEASURES SHALL BE
INSPECTED AND MAINTAINED AFTER EVERY RAIN
EVENT AND ONCE PER WEEK. THE CONTRACTOR OR
THE OWNER SHALL CONDUCT INSPECTIONS IN
COMPLIANCE WITH NPDES REQUIREMENTS AND
RECORDS OF THOSE INSPECTIONS SHALL BE KEPT
AVAILABLE ONSITE.
ALL ADJACENT STREETS WILL
BE KEPT CLEAN AT ALL TIMES
OR A WASH STATION WILL BE
REQUIRED.
i
W
W
'
co
V
U
O
®
(L
�
t3
U
N
m
cit
Lu
IL
a
M
co
r
r
�
0
0
IN
,-
t3
Z
m
o
pp
Z
a
m
Y
v
r<3:
v
co
r
w
N
®
a
o
V�
Lu
Z
II
�-
a
®
r
Z
W
ALL EROSION CONTROL MEASURES SHALL BE
INSPECTED AND MAINTAINED AFTER EVERY RAIN
EVENT AND ONCE PER WEEK. THE CONTRACTOR OR
THE OWNER SHALL CONDUCT INSPECTIONS IN
COMPLIANCE WITH NPDES REQUIREMENTS AND
RECORDS OF THOSE INSPECTIONS SHALL BE KEPT
AVAILABLE ONSITE.
ALL ADJACENT STREETS WILL
BE KEPT CLEAN AT ALL TIMES
OR A WASH STATION WILL BE
REQUIRED.
i
amm
Z
'

EX� Cl TEMP SILT SOCK
TOP: 263.21 'I EX 30" C &G
/ EX 24 FES EX Cl
INV: 259.40 TOP: 264.11
EX 30" C &G
p �-FH ASSY
N_'. 1 NORTH VENTURES
f ( Ll,o!7TED PARTNERSHIP / I
p ':l 1725.09 -16 -9239
N0. 1 NORTH VENTURES LTD D ?. 9332 PG. 2018 ! 0 / / EX 60' R/W
PIN 1725.09 -16 -8771 6 o
D.B. 3439 PG. 786 B 1.M. 2001 PG. 255 / / /� // / ' i EX 41' B -B BUFFALOS ONE ASSOCIATES, LLC
B.O.M. 1986 PG. 783 ZONED: R -6 / ! / / - �f� --_EX CI PIN 1725 -26 -4453
ZONED. R -10 U... TH.S INV IN: 25 .2 / TOP: 265.55 D.B. 08194 PG. 1387
l ('( \ /� �° USE. COMMERCIAL
USE. VACANT 50' NEUSE EX� 3 %ci \ / , CUD SC
EIP- CONTROL CORNER l/ !!!
.r. RIDER BUFFER f N = 756,167440 50' NEU, E RIVER �° �� EX 5' CONC
E = 2,121,773.030 BUFFER 'r ROM 20' ZONE 2 NRB i / o �I SIDEWALK
,
® TOP OF '?SANK L r 2 =260 / ,
E WMH W/ BOA
- L` \ \ LIMITS OF
DISTURBANCE, TYP.
\ 20' ZONE 2 NRB ,-.. ° _° . I
TEMP DIVERSION DITCH
® ®' / "' = TOP: 261.13
\\ \ ElP S 76'26'05" E 274.68 ® \ S 76'32'' @4' 255.52 �Nt -OaT• 2 0
1 /�
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\ \ = _ -- - / 30' ZONE 1 NRB
\ \ -� \ � - - ' \ � SPOT SILT
- \ / `�� c - , FENCE OUTLET
TEMP
BUFFERED SWgLE /
�o \ .245: 4 \ \,yam`' N ' PROTECTION
\ P TREE
PROTEC
JOHN A., JR & 45_ - - N N =_- :/ 1 FENCE
MARYETTE F. FARRIS \ l
250
\PIN 1725.09 -16 -3230 \ I I EX WETLANDS -HATCH X55 _ � -� ®_ __�� \ �I I TEMP CHECK
ZONED. R -6 °° INDICATES APPROXIMATE i 1 50' NEUSE RIVER ` I DAM, TYP.
1 LIMIT OF WETLANDS i BUFFER FROM -30' ZONE 1 NRB
\
USE.- RESIDENTIAL - 1� I I I i� 7 260 _� -- _- y
, TOP OF BANK /
--� 3
333 CAPITAL BLVD, LLC
PIN 1725.09 -25 -2947
EXISTING POND
, I� 275 ��\ 2 718
'v --ZONED.• IND 1
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TEMP INLET
PROTECTION, TYP.
/
_ 230- �
-- LIMITS OF
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ff
� EUGENE P. & \ 1 l \ ' I �� / � �j/
f ' ��� / TEMP TREE
% REBECCA H. RAIRDEN � i� - �� PROTECTION
PIN. 1725.09 -16 -3171 / I / °m
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CONSERVATION AREA / / / / 260° TEMP SILT _
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TYP. '� TEMP TREE _ / AL
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EX. 4' DIA. SS Mt. 3 / CONSTRUCTION �l
I I o TOP 271.87
DEBORAH ENTRANCE \ /
BORAH ANNE LAMBETH "! !NV OUT 267. Q
PIN. 1725.09 -15 -3954 ! / A BFP
ZONED. R -6 -_
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215 ` SIDEWALK ADVENTURE GOLF & GAMES, INC.
e PIN 1725.09 -25 -1580
D.B. 6769 PG. 760
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UTILITY ESA-IT 250 1P X - - - _ IP X' DIA. Mf1 1
TOP 272.73
ElP 1 / :.60 109.83 52,TI4 '
-
B.O.M. 1970 PG. 59
JOSEPH C., JR. &
{ - - -
\ INV /N 263.84
t ', INV OUT 263.68
BE KEPT CLEAN AT ALL TIMES
OR A WASH STATION WILL BE
GAYNELLE S. GLASS
REQUIRED.
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PIN: 1725.09 -15 -2672
KATHERINE A.
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PHILLIPS WATKINS
TEMP TREE MILDRED P. HONEYCUTT
DEBBIE JEAN BOYEfTE
USE: RESIDENTIAL
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1. INSTALL SILT FENCE AND TREE PROTECTION FENCE. CALL FOR ON -SITE INSPECTION BY ZONING
INSPECTOR.
2. CONTRACTOR SHALL OBTAIN GRADING PERMIT FROM CITY OF RALEIGH AFTER SILT FENCE
INSTALLATION IS APPROVED.
3. PRIOR TO BEGINNING CONSTRUCTION, CALL STORMWATER INSPECTIONS REGIONAL COORDINATOR,
CHRIS BRIDGERS, (919)279 -1308 TO SCHEDULE AN ON -SITE PRE - CONSTRUCTION MEETING.
4. INSTALL CONSTRUCTION ENTRANCE, INLET PROTECTION, DIVERSIONS, CHECK DAMS /WATTLES, AND
PERMANENT STORM DRAINAGE 5C -4 AS SHOWN HEREON. USE PROPOSED WETPOND FOOTPRINT
AS RISER SEDIMENT BASIN, INITIALLY. REFER TO C3.2 OUTLET STRUCTURE #5C DETAIL FOR
SKIMMER CONNECTION. CLEAR: ONLY ENOUGH TO INSTALL THESE MEASURES.
5. CALL THE RAPID RESPONSE (919)857 -4412 TO SCHEDULE A STORMWATER SITE INSPECTION. IF
APPROVED, TEMPORARY SEED AND MULCH ALL DISTURBED AREAS TO STABILIZE THEM. BEGIN
SITE CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
6. ALL AREAS SHALL BE STABILIZED WITHIN 14 CALENDAR DAYS PER CODE 10- 5006(2).
7. BMP CERTIFICATES AND AS BUILT PLANS MUST BE PROVIDED TO STORMWATER CONTROL
INSPECTOR, FOR REVIEW, 4 DAYS PRIOR TO FINAL INSPECTION. CERTIFICATIONS AND AS -BUILT
PLANS MUST BE ACCEPTED PRIOR TO APPROVAL OF FINAL INSPECTION.
8. DO NOT CONVERT SEDIMENT BASIN TO WETPOND (BRING IN FILL MEDIA AND PLANTINGS) UNTIL
THE ENTIRE SITE HAS BEEN STABILIZED COMPLETELY TO AVOID CLOGGING OF THE FILL MEDIA,
AND REQUIRES CITY OF RALEIGH STORMWATER INSPECTOR AUTHORIZATION.
9. IN GENERAL, GRADING PERMITS SHALL EXPIRE AFTER 2 YEARS PER CODE 10- 6032(g)(6).
TOTAL DENUDED AREA: 4.7 ACt
P.I.N.: 1725 -15 -6935
ZONED: CUD 0 &1 -1 (Z- 66 -99)
WATERSHED: NEUSE
*NOTE: CONTRACTOR TO REVIEW AND ADHERE TO THIS SPECIAL CONSTRUCTION SEQUENCE
SEDIMENT A SCHEDULE
,NGT"ES: -VOL 01 & EQUII;ED eCF) = 1'80B' DRAUMAGE AREA C)
SURFACE AREA :B_C `�i?ffD (fSF�i = 325 4'25, X.FSJ1
�A SK;rl P&R, SIZED PEP" E6GURE 6.4�, VVUL SE ATTACHED TOO
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COMS T'Urtl.•C• IOM L' D C&R, RB"ER BAFFLE T, 0, &ASIMM'.
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TEMP CHECK DAM
TEMP S7_T SOCK
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TEMP SGLT FENCE
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ALL EROSION CONTROL MEASURES SHALL BE
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EVENT AND ONCE PER WEEK. THE CONTRACTOR OR
THE OWNER SHALL CONDUCT INSPECTIONS IN
COMPLIANCE WITH NPDES REQUIREMENTS AND
RECORDS OF THOSE INSPECTIONS SHALL BE KEPT
AVAILABLE ONSITE.
WITH THE ACCEPTED POLICIES OF THE CITY OF RALEIGH, AND E
UNLESS SPECIFIED, DEFERS TO THE NCDOT + r • D AND
SPECIFICATIONS
- ZONED: R -6 ZONED: R -6 ZONED: R -6
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USE. RESIDENTIAL I USE. • RESIDENTIAL USE: RESIDENTIAL
D13 BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MA @VINER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NI
ALL ADJACENT STREETS WILL
BE KEPT CLEAN AT ALL TIMES
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RECORDS OF THOSE INSPECTIONS SHALL BE KEPT
AVAILABLE ONSITE.
WITH THE ACCEPTED POLICIES OF THE CITY OF RALEIGH, AND E
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SPECIFICATIONS
- ZONED: R -6 ZONED: R -6 ZONED: R -6
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USE. RESIDENTIAL I USE. • RESIDENTIAL USE: RESIDENTIAL
D13 BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MA @VINER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NI
ALL ADJACENT STREETS WILL
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B.O.M. 1986 PG. 783 !NV ' lN:5 .2� o _ D.B. 08194 PG. 1387
USE_ TH. S. ZONED: CUD SC
ZONED: R -10 I (, l, //�
TOP: 265.55
USE. VACANT I EX 3�" Cl \ �\ , �� It� ,� " USE. • COMMERCIAL
50' NEUSE EIP CONTROL CORNER l / / /� 'L WV
RIVER BUFFER c \�© v 1 r
77 N - 756,167.440 50' NEU RIVER / / \\ i �� EX 5' CONC
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® I ® TOP OF B ;NK / / L �L � 260 �/ �' �. I GROUND COVER SHALL BE APPLIED TO ALL
i i L��-, q �, - �, E WMH W A SLOPES 50 IN LENGTH OR GREATER AND
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® `7D I �/` --- / ` " � �__ � �' ��� DAYS FROM THE LAST LAND DISTURBING
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00; I PIN: 1725.09 -15 -2672 KATHERINE A.
ZONED: R -6 PHILLIPS WATKINS
USE: RESIDENTIAL PIN 1725.09 -15 -35.90
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B.O.M. 1951 PG. 6
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USE.• RESIDENTIAL
13 BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY R
1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE
LAND - DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
ACCORDING TO THE; FOLLOWING SCHEDULE:
a. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
LAND - DISTURBING ACTIVITY.
b. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY
EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND- DISTURBING ACTIVITY.
2. CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE
FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY:
a. EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED
ON WEATHER 0'R OTHER SITE - SPECIFIC CONDITIONS THAT MAKE COMPLIANCE
IMPRACTICABLE.
b. ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER
WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN 4:1. SLOPES LESS
THAN 50' SHALL APPLY GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES
ARE STEEPER THAN 3: I, THE 7 DAY - REQUIREMENT APPLIES.
c. ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7 -DAY
GROUND COVER REQUIREMENT
d. SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7 -DAY GROUND
COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS STEEPER THAN 2:1.
e. ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER
METHODS, SUCH AS CHEMICAL STABILIZATION, MAY BE ALLOWED ON A
CASE -BY -CASE BASIS.
f. FOR PORTIONS OF PROJECT WITHIN THE SEDIMENT CONTROL
COMMISSION-DEFINED "HIGH QUALITY WATER ZONE" (15A NCAC 04A. 0 1 05) ,
STABILIZATION WITH GROUND COVER' SHALL BE ACHIEVED AS SOON AS
PRACTICABLE BUT IN ANY EVENT ON ALL AREAS OF THE SITE WITHIN 7
- CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.
g. PORTIONS OF A. SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT
DISCHARGE LOCATIONS AND ARE NOT EXPECTED TO DISCHARGE DURING
CONSTRUCTION MAY BE EXEMPT FROM THE TEMPORARY GROUND COVER
REQUIREMENTS IF IDENTIFIED ON THE APPROVED E &SC PLAN OR ADDED BY THE
PERMITTING AUTHORITY.
NPDES NOTES
y zi - -
AREA DISTURBED WITHIN BUFFER = 2,543 SF
TOTAL AREA IN BUFFER = 3A, ;700 SF
X OF BUFFER DISTURBED z =.
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MILDRED P. HONEYCUTT I DEBBIE JEAN BOYETTE
PIN 1725.09 -15 -4497 PIN 1725.09 -15 -6404
D.B. 972 PG. O -E- D.B. 4174 PG. 608
8.0. M. 1951 PG. 61 1 B. 0. M. 1951 PG. 61
ZONED: R -6 ZONED: R -6
USE. • RESIDENTIAL ( USE: RESIDENTIAL
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TOP 272.73
INV IN 263.84
INV OUT 263.68
1. THIS PAGE IS SUBMITTED TO COMPLY WI P
WITH NPDES GENERAL STORMWATER PERMIT
NCG010000;
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCG010000 ONLY;
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT TO
NPDES GENERAL STORMWATER PERMIT NCGO10000;
4. THE CITY IS NOT ;AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS
NOT A PART OF THE APPROVED PLANS FOR PURPOSES OF ENFORCEMENT ACTION
UNDER THE CITY CODE
LEGEND
TEMP LOW SPOT
SILT FENCE OUTLET
dft TEMP WATTLE
TEMP SILT SOCK
TEMP DIVERSION DITCH (LINED -SEE DETAIL)
0 IN TEMP SILT FENCE
TEMP TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
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ALL EROSION CONTROL MEASURES SHALL BE
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RECORDS OF THOSE INSPECTIONS SHALL BE KEPT
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