SW8060534_APPROVED PLANS_20060720

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT
7(005-U4
NO.
SW
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
-22X110-V�)
WYYMMDD

50' DRIVEWAY 4 UTR IY EASEMENT
(Map Beak 29. Pop aM)
NlF
DIVISION FOR
JOHN. E. NOBLES JR.
BM 29 PG 884
ZONING: CH
PID: 6376.13.13.2417
I
W
EXISTING LEGEND
O- EXISTING IRON PIPE
E— - Guy WIRE
0- COMPUTED CARPER
lINN SET
-0-- UTILITY PULE
0-
_ LIGHT POLE
m - MAILBOX
O- SEVER CLEAN -OUT
rl - SIGN
O - TELEPHONE PEDESTAL
®- SANITARY $EVER MANHOLE
O - TELEVISION PEDESTAL
®- WATER MANHOLE
® - FIBER-OPTIC CABLE MARKER,.
m - TRANSFORMER
04 - WATER VALVE
®- WATER METER
- TREE
FIRE HYDRANT
q- CATCH BASIN
- SHRUB
Q- YARD INLET/AREA DRAIN
® - UNDERGROUND NATURAL GAS MARKER
-- FLARED END SECTION (FES)
pp pp DW--
OVERHEAD UTILITY LINE
FENCE LINE
SS SS
- SANITARY SEVER LINE
WL WL
- WATER LINE
UGC UGC LW—
- UNDERGROUND COMMUNICATION LINE (FIBER UPTICI
USG UGG—•--
- UNDERGROUND NATURAL GAS LINE
Pr�1PfISED
LEGEND
PROP. SANITARY SEWER
PROP. STORM DRAINAGE
-�-wf—
PROP. WATERLINE
O
PROP. MANHOLE
®
PROP. CATCH BASIN
®
PROP. YARD INLET
PROP. HEAD WALL
PROP. FLARED END SECTION
PROP. HYDRANT ASSEMBLY
PRO'. GATE VALVE IN MANHOLE
.�
PROP. BLOW -OFF ASSEMBLY
N/F
RALPH G. STYRON, INC.
JOHN. E. NOBLES JR.
DB 754 PG 200
ZONING: O & P
PID: 6376.13.14.7055
-----------------
�.
NOTES: Elevations are based on North American Vertical Datum (NAVD - 1988).
Elevation reference monument used is US Coast & Geodetic Survey
monument "V-112".
Topographic contour interval = 1'.
The property is in the zoning jurisdiction of the Town of Morehead City.
The property is zoned "CH" (Commercial Highway).
The property is within the corporate limits of the Town of Morehead City.
The property is presently wooded and vacant of structures.
The minimum front building setback line is 25, other setbacks are
dictated by the Town of Morehead City.
The property is to be served by public water and sewer.
The property is located in Zone "X" according to FEMA (Federal Emergency
Management Agency) map, Community Panel Number 370048-6376-J, map
effective date 07116103, map index date 07-02-04. Zone W is not a
flood hazard area
Property area = 218,634 square feet = 5.02 acres
REFERENCE: Deed Book 903, Page 92
Map Book 29, Page 884
PID: 6376.13.13.7254
Being Tract 2 of the "Division For JOHN E. NOBLES JR."as recorded
in the Carteret County Register of Deeds.
NOTE:
SEE SHEET 2 FOR BOUNDARY ANNOTATION.
----------------------
Y
IPROPOSED'r , ' -
v/ 1-5ORY BUILD N6
1 #2 nI/F
< � y 1 #5 L
,ONGLEY
- =� 1 SUPPLY CO., INC.
i • - _. , -1F�_ I DB 543 PG 405
ZONING.IU
ffffff PID: 6373.13.23.1048
r
#1�`
— — — — — — — — — a�i —Ac revmr�siacw we ccvaFrn— -�-- z
— 1
BRIDGES STREET EXTENSION
(EX. 100' PUBLIC R/W)
ATLANTIC A EAST CAROLINA RAILROAD
(100' R/W each side of CIL of tracks)
SUMMARY DATA
PROJECT NAME: CRYSTAL BLUFFS REHABILITATION CENTER
OWNER. THE BLUFFS LAND COMPANY, LLC
117 EDINBURGH SOUTH, SUITE 203
CARY, NC 27511
[phone]
SITE ADDRESS
PIN #
TOTAL SITE ACREAGE
PROPOSED BUILDING AREA
PROPOSED SHED AREA
IMPERVIOUS AREA (ON -SITE)
EXISTING
PEDESTRIAN PATH
PROPOSED
BUILDING
SIDEWALK
VEHICULAR USE AREA
DENUDED AREA
WATERSHED
ZONING
4004 BRIDGES STREET EXT.
MOREHEAD CITY, NC 28557
637613137254
5.02 AC.
52,157 SF (Excluding courtyards)
899 SF
3.269 AC. (65.12%)
0.15 AC.
1.218 AC.
0.263 AC.
1.638 AC.
4.66 AC.
WHITE OAK BASIN
CH (COMMERCIAL HIGHWAY)
GRAPHIC SCRL£
Cr 60, IV 18D
(IN. FEET)
I INCH = 50 FT
� �z�
A�PPP DIED
'_NTAL
SY 1f1NAG � I'f! _f
DIVISION OP ANI'ER Wks :.ITY
9'Q�b , A,2,�
NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CURRENT
MOREHEAD CITYAND/OR NCDOT STANDARDS AND
SPECIFICATIONS.
2. BOUNDARY INFORMATION IS TAKEN FROM SURVEY ENTITLED
"TOPOGRAPHIC SURVEY FOR CENTURY CARE MANAGEMENT",
DATED AUGUST 26, 2005 BY W.D. DANIELS JR., PLS.
3. CONTOURS ARE FIELD SURVEYED.
4. TREELINE OBTAINED FROM AERIAL PHOTO & SURVEY DATA..
5. THIS SITE 1S NOT WITHIN THE 100 YEAR FLOOD PLAIN.
6. NO WETLANDS EXIST ON SITE.
7. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF
ALL EXISTING UTILITIES.
8. ALL DISTANCES ARE TO BACK OF CURB, BUILDING FACE OR
PROPERTY LINE UNLESS OTHERWISE SPECIFIED.
SHEET
NO.
DESCRIPTION
1 of
8
Cover
2 of
8
Siteplan
3 of
8
Utility Plan
4 of
8
Stage 1 Erosion control plan
5 of
8
Stage 2 Grading / Drainage / Erosion Control
& Stormwater Management Plan
6 of
8
Details
7 of
8
Details
8 of
8
Details
Engineering Planning
Landscape Architecture
1150 SE MAYNARD READ
SUITE 260
CARY, NC 27511
[phone]
�apns�ae�a�
UANOs r�°b
.
cQ �'
` SEAL -
o e
7435
R:anO
-7 oG
Revisions
06/29106 Per DWQ comments.
OWNER:
The Bluffs Land Company, LLC
117 Edinburgh South, St. 203
Cary, NC 27511
[phone]
Project
Crystal Bluffs
Rehabilitation Center
COVER
Date
May 19, 2006
Scal e
ill =60'
Sheet
i r , -
�`-t• s rI
;i-1 1
Lt�f:f
1 OF8

1
NOTES:
I. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CURRENT
MOREHEAD CITY AND/OR NCDOT STANDARDS AND
SPECIFICATIONS.
2. BOUNDARY INFORMATION IS TAKEN FROM SURVEY ENTITLED
'TOPOGRAPHIC SURVEY FOR CENTURY CARE MANAGEMENT",
DATED AUGUST 26, 2005 BY W.D. DANIELS JR., PLS.
3. CONTOURS ARE FIELD SURVEYED.
4. TREELINE OBTAINED FROM AERIAL PHOTO & SURVEY DATA..
5. THIS SITE IS NOT WITHIN THE 100 YEAR FLOOD PLAIN.
6. NO WETLANDS EXIST ON SITE.
7. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF
ALL EXISTING UTILITIES.
8. ALL DISTANCES ARE TO BACK OF CURB, BUILDING FACE OR
PROPERTY LINE UNLESS OTHERWISE SPECIFIED.
Turning Lane
Eastbound Lanes
TOTAL PARKING = 104 SPACES
NIF
RALPH G. STYRON, INC.
JOHN. E. NOBLES JR.
DB 754 PG 200
ZONING: O & P
PID: 6376.13.14.7055
BRIDGES STREET EXTENSION
(EX.100' PUBLIC R/W)
IMPERVIOUS AREA DATA
TOTAL SITE ACREAGE
PROPOSED BUILDING AREA
PROPOSED SHED AREA
IMPERVIOUS AREA (ON -SITE)
EXISTING
PEDESTRIAN PATH
PROPOSED
BUILDING
SIDEWALK
VEHICULAR USE AREA
5.02 AC.
52,157 SF (Excluding Courtyards)
899 SF
3.269 AC. (65.12%)
0.15 AC.
1.2/8 AC.
0.263 AC.
1.638 AC.
Mww SCNX
V 3a by
(IN FEET)
I IND4 = 30 FT
INGLEY
.Y CO., INC.
¢3 PG 405
KING: 1U
73.13.23.1048
Engineering Plannim
Landscape Architectur
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
E
m
e
JAL
a 7436
�.V a
Revisions
06029/06 Per DWG? comments.
OWNER:
Century Care Management, Inc.
113 Edinburgh South, St. 280
Cary, NC 27511
[phone]
Project
Crystal Bluffs
Rehabilitation Center
SITE PLAN
Date
May 19, 2006
Scale
E " = 409
Sheet
'
1 • 1
rt` l 5 `i- `—,
�—r— ! 1-' i ' _7. y. h•, J -�
�, ;
t < 1 � ? 1
� 1 a +��
� { 1{ �
�If! 1 11 �: 1 1 a
:, f Ih y Ilq k�
er � it S,L 11 i11
•i 1 �.�
_. 14
h Y *�
1l -i.4.
..lft i .� .�. i 1 :.
-. ..
.. . w.,•. f 1. 1).
r} Lw1W M11 rl.n.f• f4 .�..Ar
ewe
'r�.r4i .-. ,.1 1
20F8

1� }1.S�y'.14.I-i!__�:
,.
NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CURRENT
MOREHEAD CIT'YAND/OR NCDOT STANDARDS AND
SPECIFICATIONS.
2. BOUNDARY INFORMATION IS TAKEN FROM SURVEY ENTITLED
"TOPOGRAPHIC SURVEY FOR CENTURY CARE MANAGEMENT",
DATED AUGUST 26, 2005 BY W,D. DANIELS JR., PLS.
3. CONTOURS ARE FIELD SURVEYED.
4. TREELINE OBTAINED FROM AERIAL PHOTO & SURVEY DATA..
5. THIS SITE IS NOT WITHIN THE 100 YEAR FLOOD PLAIN.
6. NO WETLANDS EXIST ON SITE.
7. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF
ALL EXISTING UTILITIES.
8. ALL DISTANCES ARE TO BACK OF CURB, BUILDING FACE OR
PROPERTY LINE UNLESS OTHERWISE SPECIFIED.
Eastbound Lanes
Turning Lane
SANITARY SEWER NOTE:
PROPOSED DOGHOUSE MANHOLE TO HAVE ECCENTRIC
CONE TO AVOID CONFLICT WITH CURB AND GUTTER.
EXISTING MANHOLES
#2 AND #3 TO BE CONVERTED TO ECCENTRIC CONE
MANHOLES TO AVOID CONFLICT WITH CURB AND GUTTER.
NIF
RALPH G. STYRON, INC.
JOHN. E. NOBLES JR.
DB 754 PG 200
ZONING: O & P
PID: 6376.13.14.7055
BRIDGES STREET EXTENSION
(EX. 100' PUBLIC R/W)
MANHOLES (SANITARY SEWER)
ELEVATIONS
MH # Rim
Bench Trough
1 26.22'
18.50' 18.04'
2 26.50'
17.80' 17.35'
3 26.86'
16.35' 15.84'
4 24.88'
15.14' 14.68'
�C �L
cr 3w W
(w FEET)
I WH = 30 FT
W LEY
.Y CO., INC.
13 PG 405
WNG: IU
r3.13.23,1048
Engineering Plannim
Landscape Architectur
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
r K
:moo �oEEsslo,�
. SEAL
7436
7
Revisions
06/29/06 Per DWQ comments.
OWNER:
Century Care Management, Inc.
113 Edinburgh South, St. 280
Cary, NC 27511
[phone]
Project
Crystal Bluffs
Rehabilitation Center
UTILITY PLAN
Date
May 19, 2006
Scale
ibilmij
Sheet
. �.','1�1 �. 7 .l 1. �i .1- s: ,E•I .til .r r �.q!i.!. sV. !.. .� r+, I .'.� a. 4.' - vIS, }
30F8

_ :,. _-L.i
NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CURRENT
MOREHEAD CITYAND/OR NCDOT STANDARDS AND
SPECIFICATIONS.
2. BOUNDARY INFORMATION 1S TAKEN FROM SURVEY ENTITLED
'TOPOGRAPHIC SURVEY FOR CENTURY CARE MANAGEMENT',
DATED AUGUST 26, 2005 BY W D. DANIELS JR., PLS.
3. CONTOURS ARE FIELD SURVEYED.
4. TREELINE OBTAINED FROM AERIAL PHOTO & SURVEY DATA..
S. THIS SITE IS NOT WITHIN THE 100 YEAR FLOOD PLAIN.
6. NO WETLANDS EXIST ON SITE.
7. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF
ALL EXISTING UTILITIES.
8. ALL DISTANCES ARE TO BACK OF CURB, BUILDING FACE OR
PROPERTY LINE UNLESS OTHERWISE SPECIFIED.
NOTE:
PRIOR TO START OF EARTHWORK, THE CONTRACTOR MUST
NOTIFY NCDENR STAFF AS TO THE SOURCE OF PROPOSED FILL
MATERIAL. ANY & ALL FILL MUST BE FROM A DULY PERMITTED
SITE.
N/F
RALPH G. STYRON, INC.
JOHN. E. NOBLES JR.
DB 754 PG 200
ZONING: O & P
PID: 6376.13.14, 7055
PROP. SILT FENCE
(ON PROPERTY LINE)
/S
S.- S. S- S S- S- S- S- S- �-
! PROPOSED DIVERSIONBERIG/S WAL€ #2 /
i
I �
PROP. GRAVEL & RIP -RAP
FILTER BASIN
i ? ' CONTRIBUTORY AREA = 4.2 Ac.
;! REQUIRED VOLUME = 7,560 CF
BOTTOM AREA SHOWN = 4,100 SF
_ DEPTH = 3' BELOW SPILLWAY
` PIL�WAY=JD=ry
l r
E � � •,, / 25 y ~ � 2S
�2k Jf I
1 1 I I
{ I I � I �.
JI I it
PROP. SILT FENCE f � �
(ON PROPERT YLINE) / \ -
/ l ,-
LEGEND
SILT FENCE
Q
GRAVEL INLET PROTECTION
r
CONSTRUCTION ENTRANCE
A.�
DIVERSION BERA41SWALE
CURBSIDE INLET PROTECTION
(FILTREXX FILTERSO)O)
SILT FENCE REPRESENTS
LIMITS OF DISTURBANCE
WATERSHED = WHITE OAK BASIN
DENUDED AREA = 4.66 ACRES
NOTE:
SEE HEET 4 FOR SEQUENCE OF CONSTRUCTION.
! I III
f I I I !
! I III
! I III
! i III
! I
GRAPHIC SCALE
II i I i 0 30' 60' 90'
! I I 1 f
J f I (IN FEET)
I M = 30 FT
I II � I PI r
f I III
/ i I
f IIf�1
I f I PROP. SILT FENCE
III (ON PROPERTY LINE)
I 1 NIF
1 I I LONGLEY
SUPPLY CO., INC.
I c DB 543 PG 405
I
111I ZONING:IU
I I II PID:6373.13.23.1048
N/F
DIVISION FOR
JOHN. NOBLES JR. l [
� E.
BM 29 PG 884
ZONING: CH
D: 6376.13.13.2417 I I I I
PI
r I
SILT FENCE REPRESENTS
LIMITS OF DISTURBANCE
I
EXISTING TREEUNIE
{approximate woods line)'
_ ...L•r...__..�._ #._. ' L...L.....
PROPOSED DIVERSION BERM/SWALE #1 —l
- _ - ..._ - - � _ � '."` .F--- - - . .- _ � .- _ -... _ . .- .•- ,- •-_.. ...., ._ 1 •-. � .-- Imo'~ '', � l I I
•f- _ -- - - - - - - - - - -- -
---- MWINI I
--- "`/ PROP. SILT FENCE PROP. SILT FENCE
,. EX. PAVED PROP. AND BICYCLE PATH —ti
------- ----------- — --- — — — — — -- _ ---------.----____---- — — — — _ 27 _ ---- — � _._ �— -_ `�" _ �-._.. "_.. __.�— — — — — — -_ __.—__
1
Westbound Lanes
— PROP. CONSTRUCTION
ENTRANCE
Eastbound Lanes
/
/
/
/
29--
EX. EX. EX. —�
CURB INLET CURB INLET CURB INLET
— — CLORB INLET
Turning Lane
BRIDGES STREET EXTENSION
(EX. 100' PUBLIC R/W)
EX. —
CURB INLET
Engineering Planning
Landscape ArchitecturE
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
(919) 467--9708
I
Revisions
OWNER:
The Bluffs Land Company, LLC
117 Edinburgh South, St. 203
Cary, NC 27511
[phone]
Project
Crystal Bluffs
Rehabilitation Center
STAGE 1
EROSION CONTROL
PLAN
Date
May 19, 2006
Scale
let =30'
Sh eet
1 k - _. - y 3 � ' r �- ti 1 - 5 � � : + -, a A i t, 'r , ' • , � � I r �, � � + ��V � J: 4� g
.. 7 I } f I. t - sS , / -T A- -! f: e „ !�. :.' I s A.k,IS y. r.►t k�r 44 e,l, R•,
t - . ! � .+ ..-. .. ..+. ' f• 5, Y.�':r.i•::.0'}•�, Ii.s 1l �- I j'.j':�,, .�L r .i
40F8

NOTES.
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CURRENT
MOREHEAD CITY AND/OR NCDOT STANDARDS AND
SPECIFICATIONS.
2. BOUNDARY INFORMATION IS TAKEN FROM SURVEY ENTITLED
"TOPOGRAPHIC SURVEY FOR CENTURY CARE MANAGEMENT",
DATED AUGUST 26, 2005 BY W.D. DANIELS JR., PLS.
3. CONTOURS ARE FIELD SURVEYED.
4. TREELINE OBTAINED FROM AERIAL PHOTO & SURVEY DATA..
5. THIS SITE IS NOT WITHIN THE 100 YEAR FLOOD PLAIN.
6. NO WETLANDS EXIST ON SITE.
7. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF
ALL EXISTING UTILITIES.
8. ALL DISTANCES ARE TO BACK OF CURB, BUILDING FACE OR
PROPERTY LINE UNLESS OTHERWISE SPECIFIED.
BYPASS STRUCTURE.
SEE STORM CHART
SHEET 7 FOR TOPS
AND INVERTS.
STORAGE
ELEV = SEE TABLE
3, r SLopE
BYPASS WEIR INVERT = SEE TABLOE TOP ELEV = SEE TABLE ..... / ----------------------------
5 . O
...g 3:1 5
OUTLET PIPE BOTTOM ELEV = SEE TABLE
SEASONAL HIGH WATER TABLE ELEV = SEE TABLE
INFILTRATION BASIN - CROSS SECTION TYP.
NTS
CRYSTAL BLUFFS
INFILTRATION BASIN DATA
7I512006
BASIN I
#
BOTTOM
ELEV. FT
TOP
ELEV.
SHWT
FT
BYPASSISTORAGE
WEIR INV.
1
24.5.
27
22
27
2
25
27
22
27
3
24
26
22
26
4
24
26
22
26
5
24.5
27
22
27
6
24.5
27
22
27
PROP. RETAINING WALL
V INSIDE PROPERTY LINE
SILT FENCE REPRESENTS
LIMITS OF DISTURBANCE
WAR1C SME
a, w w
(IN FEET)
1BCH=30FT
WATERSHED = WHITE OAK BASIN
PROP. GRAVEL& «�� DENUDED AREA 4.66ACR
RIP FILTER _ _ _�, _ -„ . , _ _ / SWALE #3 / / �� «<1< < C « C < C < < < C 4 INLET zg IN 24 (R ,337 N BASIN #4 I
BASIN f' �, '� INFILTRATION BASIN #3 a << SWALE #4 �2 337 5F)
PROP. VELOCITY I� \ FF 29.TJ' 0 27.63 (2d45 SF) J - - � / t IN =k6.00
DISS►PA TION i I ` 23 / r8 INLET 3 \ �j x I I f
z9.z3 \ z9.13
PAD 1 / 2 IN : 26.0(i 2a 27.63 /
i - OUTLETI s.t. - -x _ 2g" /. � x JB � �f f I f NOTE:
LEVEL�SPREADER I our = 22.00 \ i _ 2e - �g~�f / . , zS 50 6 f 1 I SEE SHEET 7 FOR SEQUENCE OF CONSTRUCTION.
SEE DETAIL
\' _z 4 24 / za.47 PROTECTION 7B
2814 \ I f I
pr 2 14 4 \ 2885 29.
9
29.06 / ) !
1 26.22 f I f
1
2L40 \.: 29.62 I / 2 97 / 24.30I
,:...-. :r. X26.37 26. 28.50 z6.50 1 f
PROP. RETAINING WALL 1 , xz6.53 5R
x '
3' OFF BOCy / / z6.50 g 9.80 INLET 7 v f f
29 66 IN ; 26.00 NJ
CHANNEL XSECTION / I 29.30 26 50 3a.00 0 f f f f
SHEET 8 FOR DETAIL / �• : ,J 1 ` / 3
ti i�l `� •� 29.18 - 29.45X / y I f + I
- t
TEMP. SWALE !` ^�auraiseoun�wv / 6.aa2S / 26.64 LROOF i I
TO BASIN / ` SIN
�. lCONTRIBUrORNFILTRATION YpDRAMWGE BouTOARrs T a,�rcrEaTC1 26: zi I�a.e�z / 28.7 f
LEVEL SPREADER \ AREA DELINEATION (TVP.) x I x / z6.6z f
\ , J z7.e3 PROP. SILT FENCE
SEE DETAIL / \ ._ I `� 29.46 n Al I (ON PROPERTY LINE)
Basrx oRnrnw�e AREA BouxnARr
29.65 y4 B.48 OUMARr SL ROCW SHHALL BE DRECCTTED TO > x \ A
PROP, VELO6�F
DISSIPATIofv ! ` 2 . -- -- -- 29. 29.50 9 54 \ HE ,rr�rLrRn7rory rnr x A
+ r �
' z9.54 � A � I
1 ! 1 I /- 2fo \ A
I � 4 PAD 1 OUTLET 10 29.06x Au t3RAI1wf3E 1nr \ y 1 v3i n
r bUi c 22.00 D RECBE
THIS TED VIA SSW 4R I f a zB z� J i
TO Is OC.ATIOM. 3 30.00 26.b4 INLET 8 A I f N/F
! I I 1 / \ ,\ O a�sr or�MwaE eoLaVAJrr \ IN = 27.00 f I LONGLEY
1 f I \ PROPOSED \ BOUAVARY BE DNWIW TO
COU n'A 1-STORY BUILDING couR ARn TRATIOly a �, ) f SUPPLY CO., INC.
' I f DB 543 PG 405
( , I PROP. 22.2V 16• \ ' f I FFE = 30.00 f " I
/ / 13 % _ I x 26.74 / f ZONING: IU
PROP. SILT F HDP e . 5 IN 27.00 \ / f I
(ON PROPER Y�L1NE) PID: 6373. 93.23.1048
`� f INFILT TION
NIF
DIVISION FOR
JOHN. E. NOBLES JR.
BM 29 PG 884
ZONING: CH /
PID: 6376.13.13.2417
1/
SILT FENCE REPRESENTS I
LIMITS OF DISTURBANCE
a1
OasTM TR RM4E
-----------------
Westbound Lanes
Eastbound Lanes
NIF
RALPH G. STYRON, INC.
JOHN. E. NOBLES JR.
DB 754 PG 200
ZONING: O & P
PROP. SILT FENCE PID: 6376.13.14.7055
(ON PROPERTY LINE)
4
c � /
I
�-PROP. RETAINING WALL
TINSIDE PROPERTY LINE
ell
■
�L
a�
� INEN
.: � �� . ■ r�� �Q ��..., __.ter _� ■■■�■■■_■� `. - .
.i ` Ins++rrll�ll�iIM�II�I�!![« C�[L�.� �, ,�
. /. .mow �L_�-A AW-W...Aa � .k-d_\J.1�.4..I �..k./ �-Au Vim/ �� � r �.. !. .► ►I� ,; �«�.`. ( �. . .���MWW
- �►� 1
PROP. INLET
r,
x x 1 1 1 1
`9-
27 ` PROP. SILT FENCE / \ PROP SILT FENCE Ex. PAVED PEDISTRIAN AND BrCYA.E PATH / � \ 1
213,
EX. Ex. EX.
CURB INLET CURB INLET CURB INLET \
PROP. CONSTRUCTION - _ f - ' �- CLMB INLET `
ENTRANCEEX
- - - -
-- -=---_- - - 2 - - _-� ~ CURB INLET
Turning Lane ----
BRIDGES STREET EXTENSION~ _
(EX. 100` PUBLIC R/W)
LEGEND
SILT FENCE
o - 8
Q
GRAVEL INLET PROTECTION
y
CONSTRUCTION ENTRANCE
DIVERSION BERM/SWALE
CURBSIDE INLET PROTECTION
(FILTREX X FILTERSO)O)
Engineering Planning
Landscape Architecture
1150 SE MAYNARD RDAD
SUITE 260
CARY, NC 27511
[phone]
Revisions
0&29/06 Per DWQ comments.
07/19/06 Per DWQ comments.
OWNER:
The Bluffs Land Company, LLC
117 Edinburgh South, St. 203
Cary, NC 27511
[phone]
Project
Crystal Bluffs
Rehabilitation Center
STAGE 2
GRADING 1 DRAINAGE 1
EROSION CONTROL &
STORMWATER
MANAGEMENT PLAN
Date
May 19, 2006
Scale
ill = 30`
Sh eet
1,; 1, ``� �p{{il,r 4: i�} l•�4�}�ti i?�� F y
4iyt � , {����j1 1 �#i'i i'r„Jrr �•' '
3'.
50F8

�.1- --..1 � � _lL li L.... _. ._�.�..--'..s .L�s - - - - ._ _ ... ... .. .... .. - �_ �� � �.•� .-._.sc..a..s.ui
(UNPAVED AREAS)
VALVE BOX COVER
CONCRETE ENCASEMENT
AT 3000 P.S.I.
TYPICAL FINISHED GRADE \ >
iv
j TYPICAL FINISHED GRADE
IN PAVED AREAS !
\
� [IN UNPAVED AREAS
jL iv
2
j
a
J.
I
n
BASE COURSE
--�{
(PAVED AREAS)''-�
TAMPED T
-
12" THICKNESS 1-2,
o BACJ(FILL o
H OR HB BITUMINOUS
'-- I
CONCRETE MAY BE USED
(PAVED AREA')_''.
O
DVAT
(UNPAVED AREAS)
VALVE BOX
12" THICKNESS I-2,
_�4
0
PQ000
CONCRETE ENCASEMENT
H OR HB BITUMINOUS
AT 3000 P.S.I.
CONCRETE MAY BE USED
NOTE TO CONTRACTOR:
VALVE BOX SHOULD NOT
VALVE
CONTACT MAIN OR VALVE. -
t " VALVE CIO BE 'WATER' OR
LED LABELE0 '
'SEWER' AS APPROPRIATCJ
MAIN
I
I
MAIN
PAN 'VI W
NOTES
TAMPED
BACKF,LL�
BLOCKING 1, ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL BE ALLOWED.
2. VALVE OPERATING NUT MUST BE EXTENDED SO THAT THE DEPTH
SECTI-ON
VIEW IS NO GREATER THAN 5' (ft.) FROM THE SURFACE USING A
MANUFACTURER APPROVED EXTENSION KIT.
3. PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED AREAS.
STANDARD VALVE BOX INSTALLATION
7
36
6- 8'-6' -6-
4' 36'
6'
Lifters
g•0 24'0'1 24'0 8.0
L
6'
2410 Cast Iron
Rings 6 Covers cutlet Tee
Brought To Grade Installed IIIFunls
By Contractor By Contras
'.�., 6.
' -
810 1-I/2' 0 Butyl Rubber 3' 3*
Sealant In Joint W a]8'0
4'0 4'-3'
PVC
40' Tee 46'
49' f
Lifter 21,
1'
6'
00 Gallon Grease Intercept
STANDARD 006046 (ALL SICFN5)I
bACKGROUND-WNME FIGURE. -WHITE ON GLUE FIELD
LETTLWN6/80RDER= GREli
ARROW-GIALEN CoRN6R RADIUS II�21' (TYPICAL)
MAXIMUM VAN
PENALTY S250 AECESSIBLE
Iz" I"
SIGN R7•$0 VAN ACC 6615LE VOIN
4.1,1-6IbNS ATACCESSIbLE PARK}05PACE5 (PART 1)
NORTH CAROLOIIA ACCESS BUTY CODE 19N
Or
(2) CLOSED PICKHOLES
RAISED LETTERING
QAnEa (RECESSED FLUSH).
(TO BE LABELED WATER" OR
"SEWER" AS APPROPRIATE). '1
Y BOX SHALL BE CENTERED E
2^ OVER VALVE
a 5-7/I6, �--- ALL PARTS SHALL BE OF
THE SAMEMATERIAL AND
M MA TE
By
LID MANUFIACTURERHE SAME
9"
7-5/8' �----
7-3/8"
l--
_ 6-3/8"
6-1/2 _
� 2.
1D_1/4- ,_T/2" (,OMPLETE BOX
BOTTOM SECTION _ NOTES.
1. VALVE BOX COVER SHALL WEIGH A MINIMUM 26 Ibs.
6-5/8'-..� 2, ENTIRE VALVE BOX ASSEMBLY do COVER SHALL BE
CAST FROM CLASS 35 GRAY IRON.
TOP SECTION 3 MANUFBLY ACTUREDLBE IN THE ALLY MADE AND
U.S.AC
STANDARD VALVE BOX INSTALLATION
b
18' SQUARE CONCRETE
ENCASEMENT
n L7❑ �
n000n
rYY nn �❑
W ao a❑ Q
nn0noo
nnn
a
PROVIDE RUBBER GASKET 11'
10-3/4" CAST moN/DUCTILE IRON
3000 P.S.I. CONCRETE CLEANOUT COVER
ASPHALT OR CONCRETE AS
DETERMINED BY TRAFFIC SURFACE 1 2"
I I I a I I I III 4" MAXIMUM
I I IF_711�
- g-
SAND CUSHION -
a I CAP �-
4' PARELLA TYPE CLEANOUT i 3" 4 =
WITH COUNTERSUNK HEAD PIPE SEAL GASKET
6' MINIMUM
3000 P.S.I. CONCRETE
6' PVC ENCASEMENT PIPE 7
4" PVC PIPE
CLEANOUT COVER ASSEMBLY TRAFFIC AREA
I©f��LIIIES
FTi[S11111114 61E➢WA III orr]'11111111171FAIrTza
FSY7
IF41f1TI -i9TFWMFF4 IF,G7
F7Icait-r.MWiM- 92
Fa ,ilrrmn-1FTA
F5FF1 Er-WME-1011
F'Sfi4X'1 tl'�I�i QDi
F7iFT7rt'7F3if�i fi111�
Fii[S, i11111111]l:MUrA mn
F7.�'1�E�i1♦F�
I�r �T,,f �xai mJ>kTlls
B = X-fA+47
B -DISTANCE FROM FRONT EDGE Q
SbiWµX 1Y1 BACK pONT OF
,z1 (e.337d SLOPE
• BAON OF SOEIMALK DROP REOURD
FOR ALL SIDEWALK SLOPE&
- BACK OF SIDEWALK DOW REOUIRI
FOR SIDEWALK SLOPE 0.04.
P%M SYMKLY
"ART
ID W
AMP AREA
CCFR
W.iCR
LS YNIPoABLE
W�
FKEt IWOAf
rrrr
0.45'R
� rrrr
NSNaN JIXNTS
EIPASTD.
03ow-M
W
SIDEWALX T
6
A
B
3-R
DROP CJRR
UTUTY• STRIP
I' OEIECTABIE
YIAYRNG BR O.PA SI^N.}
a.ae (WAN)
001 (MIN.)
0.04 {MAX.) ,-
0.02 (NORM-)
SM 2'-s' cAM
w (NaNA
R DJITLR &40YF1)
I
12�1 WAX RAMP
SECTION R-R
SMWALK
6-0' 3•-i 6'-0"
ELEYATIOH
CURB N. CURB
,R CURB DROP 1RANsmON
T1JP OF CURB
VARIABLE SLOPES NOT CUTTER
TO EXCUO
121 (8. 33R)
SECTION S-S
EXPANSION JgNT SIDEwA1X
SEE STO� p3ppp.04. MO]t A PORTION OF ONE OR BOTH RAMPS
MAY EXTEND OUTSIDE THE REIURN.
0.4+ zw
'�,
.�,%.
Car
20'_
SIDEWALK
1
PRECAST
DFg(;TABLE
00"01M• N
WS PORTION OF RAMP
WA NING DOMES
MUST FALL WITHIN
LM
(SEE NOTE 13)
ANSRX'1 JOINT
SEA '`M' 03000.0E.
PLAN VIEW
PLAN VIEW
DIAGONAL RAMP
EXPANSION
JOINT
DUAL RAMPS
SEE NOTE
MAXIMUM 25' RADR
(TYP.)
ANY RADII
N
(60" MB610UNI FLOOR WIDTH)
(40' MINIMUM FLOOR LOTH)
2 8
[NOT PERMISSIBLE FOR
NEW CCNSTRUCTKIN]
STANDARD WHEELCHAIR RAMP
S11441-
w �
� � � Y � � X w Y � ►3
� Z
Q Q Q C,
N R n 9(o 90 N Ir 9fa, go" 90'I Ca0 9G q(o 96
13�0" IG�011 IGI.011
Ib OR IIrO" IG,O:I
4.43-PARKINGSPACE(6)FOR 4A.2-PARKIweswvwfR 4.4.2.HA Nowvm PARKING
5TANOARD (NON -VAN) VANS SPACE GkAREt AN ACCE55
APICLES A+4LE WN A VAN ACCESSII&E
SPACE, THEN Twe ACC65S
AISLE'SkALL bE 94"WIDE.
ALL DIMENSIONS ARE /AINIMUM
4.4-5ize3 OF ACCESSIBLE PARKING 5PACE5
MAX.
NOTE:
HYDRANT TO BE PLACED NTH
2'-G" MIN,
PUMPER NOZZLE FACING THE
5'-0" MAX.
TRAVEL/FIRE LANE.
CONCRETE SIDEWALK
(IF APPLICABLE)
CURB &
n (�
CONCRETE ENCASEMENT
GUTTER
=
zi
FINISHED
GRADE
ROADWAY
CAST IRON VALVE BOX
TAMPED
BACKFILL
TAMPED
�
BACKFILL
MINIMUM OF 8 C.F.
No-. 57 STONE
�-
m
UNDISTURBED MaN
4 RW RM-4- R221
C&M­
L s
z
MECHANICAL JOINT
CONCRETE THRUST BLOCK
6" GATE VALVE
MECHANICAL JOINT
CONCRETE BLOCKING
1/3 CY AT 3000 P.S.I.
MINIMUM 1/3 CY AT
DUCTILE IRON PIPE
3000 P.s.1.
MAIN LINE TEE
NOTES:
1. TOP OF BLOCKING TO BE 2" FROM
4� IF HYDRANT IS LOCATED ON A DOT ROADWAY
USE
HYDRANT WEEP HOLES.
DOT STANDARDS FOR LOCATION OF HYDRANT
2. HYDRANT TEE MAY BE SUBSTITUTED FOR
5, STD. RODDING FROM GATE VALVE TO HYDRANT
MAY BE
D.I-P_ NIPPLE AND RODDING TO VALVE.
SUBSTITUTED WITH A CONCENTRIC RING RESTRAINT SYSTEM
SUCH AS MUELLER AQUAGRIP OR AN APPROVED EQUAL
3. TAPPING SADDLES MAY BE USED INSTEAD OF A TEE
PRODUCT PROVIDED ALL PIPE SEGMENTS ARE
RESTRAINED.
FOR WATER LINES LARGER THAN 16 INCHES.
STANDARD HYDRANT INSTALLATION
FIELD ADJUSTMENT INSTRUCTIONS
1. REMOVE THE BODY FROM THE TOP OF THE
INDICATOR POST ASSEMBLY.
2- CUT THE REQUIRED LENGTH OFF THE BOTTOM
OF 'II STANDPIPE FOR THE GROUND LINE TO
-
MATCH JP WITH STANDPIPE GROUND LINE MARK.
3. CUT THE T- So. EXTENSION AT A DISTANCE
OF 9' ABOVE THE TOP OF THE STANDPIPE.
KD
CD
4. SET TINE "OPEN" AND "SHUT" TARGETS FOR THE
I•'}
APPRC�RIATE VALVE SIZE-
5- RE-AT-ACH THE BODY TO THE TOP OF THE
INDICATOR POST ASSEMBLY.
NOTE:
POST INDICATOR VALVE SHALL BE
LOCATED AT A MINIMUM 5-TL FROM BUILDING
T T
za
LJ W
1+14' so.
o '
1" SQUARE MAX.=10"
6" DIA. EXTENSION MIN,-7"
SHUT I [I1
BODY
STANDPIPE
(PAINTED RED)
GROUND UNE
GROUND LINE
STANDPIPE
(PAINTED BLACK)
_ D
I
U7
- (} TO RISER ROOM
STANDARD TAPPING SLEEVE & POST INDICATOR VALVE
GRASSED UTILITY STRIP
PROPOSED SIDEWALK
(CONCRETE 3000 P.S.I.)
2'
VARfES - '
f
5'-0"
COMPACTED TO A DENSITY
NAND
II
a
CURB GUTTER OF NO LESS THAN 0%
r
2
Jj
TYPICAL SECTION
f
P
O
f II
N
W
1
Q
K
v
f G I
{l
¢
CIL
cc
I
JOINT FILLER 1/4
SIDEWALK SURFACE
f W ■ I
yIS
1,4
PLAN VIEW
TRANSVERSE EXPANSION
JOINT
NOTEG:
1,
TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET,
2.
ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.
3.
A 6-inch DEPTH IS REQUIRED AT LOCATIONS OF DRIVEWAY
CROSSINGS AND STREET INTERSECTIONS,
STANDARD CONCRETE SIDEWALK
4.
18" 12" 12'
CLEAR C, LEAR, CLEAR
J_
2„ e 8
LEAK 16" RISER PIPE
• CLEAR 36"
SPRINKLER VALVE TRIM AREA
APPROACH CLEARANCE
TOP VIEW
A
EXCESS PRESSURE REIJEF
(OR AT INSP_ TEST)
WATER MOTOR GONG
2" (IF REQUIRED)
�_A
ALARM VALVE WITH
GAUGES AND RETARD
APPROVED BACKFLOW
a- PREVENTER ASSEMBLY
(18- CLEARANCE ON SIDES)
(MOUNT HORIZONTAL ONLY)
TAMPER SWTCH
12' MIN
TO SPRINKLER SYSTEM
WATER FLOW SIWTCH
(MUST TIE INTO A
CENTRAL STATION)
AFDC CHECK VALVE
CLEAR
TO FDc
ABOVE
FINISHED GRADE)
REDUCER OR
REDUCER ELBOW
BALL DRIP VALVE
,SEAR.
Pi N
MAIN DRAIN
TO OUTSIDE
a
ci
MINIMUM (2) 3/4' ROD
./BITUMINOUS COATING
D.I. PIPE
MINIMUM (2) 3/4" ROD
-a CONCRETE THRUST BLOCK
./BITUMINOUS COATING
SECTION "A -A"
STANDARD SPRINKLER RISER
GENER6L NOTES:
R/W
METER AND BYPASS ASSEMBLY TO
/R - - - - �• ""'�
BE DUCTILE IRON FLANGED PIPE.
1 vAULT ww
METER FACE TO BE A MAXIMUM
AS UNDER
VALVE As UNDER I
OF 3.5' BELOW FINISHED GRADE.
'
ADJUSTABLE CONNECTING PIECE TO BE
CLOW F-1439 ADJUSTABLE CONNECTOR.
I
'O
TO SUPPLY
TO PROPERTY
ACCESS DOOR SHALL BE ALUMINUM
DOUBLE DOOR WITH A MINIMUM OPENING
OF 42' X 36"
16" MIN. METER
ADJUSTAINLE CONNECTING I
VALVES SHALL BE IRON BODY TYPE.
PIECE
EITHER SOLID BRICK, SOLID BLOCK OR
VAULT WALL
�rr •rr��
PRECAST CONCRETE MAY BE USED.
STRAINER
TO ENSURE POSITIVE DRAINAGE, THE
R/W
ENCASEMENT
VAULT SHALL BE TIED INTO THE EXISTING
AT 3,000 P.S.I.
STORM DRAINACE SYSTEM, IF POSITIVE
ACMSS DOOR CAST INTO A CONCRETE
DRAINAGE IS UNOBTAINABLE, A SUMP PUMP
FAST GRAM SLAB AND REEF H-20 LOADING
SHALLBE LOCATED AND OPERATED IN THE
VAULT,
VALVE BOX VALVE B- BLOCK WALLS
(SEE DETAIL 060(IOOIL (TYPICAL)
STANDARD VALVE
BOX INSTALLATION) NEI" B-
TO SUPPLY TO PROPERTY
BLOCINNG
7.
4�.AYr
Y,ST�NE X 16' CONCRETE
FOOTING. 3000 P.S-L
UNDISTURBED SOIL.
STANDARD 3" & 4" METER INSTALLATION & VAULT
MINIMUM CONCRETE BLOCKING (C.Y.)
NOM. PIPE
DIA. IN.
TEES &
DEAD ENDS
90,
BEND
45'
BEND
22-1/2'
BEND
11-•1/4'
BEND
4
1/3-
1/3
1/3
1/3
1/3
6
1/3
1/3
1/3
1/3
1/3
B
1/3
1/2
1/3
1/3
1/3
10
2/3
3/4
1/2
1/3
1/3
12
3/4
1.0
2/3
1/3
1/3
14
1.0
1--1/2
3/4
1/2
1/3
16
1-1/3
2.0
1.0
1/2
1/3
18
1-2/3
2-1/3
1-1/3
2/3
1/3
20
2.0
3.0
1-2/3
3/4
1/2
24
-3-0
4-1/3
2-1/3
1-1/3
2/3
CONCRETE SHALL BE 3D00 P.S.I. MIX.
NM:
FITTING SHALL BE WRAPPED WITH A MINIMUM 4 MIL PLASTIC,
NO CONCRETE SHALL COVER BOLTS OR GLANDS.
STANDARD REACTION BLOCKING
A
1/Pi R
JOINT FELLER
t` 1
A NOTE MAINTAIN 50' MAX. BETWEEN JOIN
OR AT ALL RIGID 081
FRONT ELEVATION
TRANSVERSE EXPANSION JOINT
SI=CTION A -A
SIDE ELEVATION
STANDARD
R
3-'R 3 N
�•I 1/B" R 9. 9.
=3/4" R N
N
3/4' R
SECTION A -A
,•_B-
SIDE ETEVATION
SPILL CURB
nDgsMEDIAN _QQRB AIVD CUTTER
:
1. CONCRETE SHALL W 3,000 P.S.I. SIDE ELEVATION
2. CONTRAGTgN JOINTS SHALL BE SPACED AT 10' MIERVALS.
(A 15' SPACING WILL BE, ALLOWED WHEN A MACHINE IS USED.)
3. FINISH ALL CONCRETE WITH CURING COMPOUND
2'-0"
CONCRETE CURB AND GUTTER
USE FOUR 3/8 INCH ANCHOR BOLTS
TO BOLT FRAME TO SPACER, USE ROPE
MASTIC SEAL BETWEEN FRAME & SPACER.
2'-0'. 3'-0I IT PER UNIT
OR 4'-0' ER UNIT
STANDARD MANHOLE RING do COVER
(SEE DETAIL 07000,03)
20' MAXIMUM
FROM MANHOLE BREAK POINT
TO TOP OF RING AND COVER
. r.rr - r.l. r.
4-0' DIAMETER
0-RING OR BUM RUBBER JOINT
N
RISER UNIT
MANHOLE STEPS ALONG A VERTICAL WALL OVER
THE EFFLUENT PIPE AND VERTICALLY ALIGNED
(SEE DETAIL 07000,02)
BASE UNIT
PRECAST CONCRETE INVERT
qF
MEETING SPEOFICATIONS
PIPE
6„
-
12" BEDDING (157 STONE)
5"
-ALL LIFT HOLES WHICH COMPLETELY
PENETRATE THE MANHOLE SHALL BE
FILLED WITH NON-SHRLNKING GROUT
ALL EXTERNAL JOINTS SHALL BE SEALED
WITH AN APPROVED JOINT SEALING MATERIAL
NOTE :
1. ALL MANHOLE CONNECTIONS SHALL BE
PREFABRICATED OR CORED WITH A
CONCRETE CORING MACHINE
2. ALL MANHOLES SHALL BE VACUUM TESTED.
STANDARD PRECAST CONCRETE MANHOLE
Engineering Planning
Landscape Architectur(
1150 SE MAYNARD ROAD
SUITE 260
CARY NC 27 511
[phone]
b
W
_ SEAL
• 7436
m
0�
ry
eAa 4efte
Revisions
06129106 Per DWQ comments.
OWNER:
The Bluffs Land Company, LLC
117 Edinburgh South, St. 203
Cary, NC 27511
[phone]
Project
Crystal Bluffs
Rehabilitation Center
DETAILS
Date
May 19, 2006
Scale
As Shown
Sheet
60F8
' i T r;
I, •_
-,.
P)1 S.
`�4 1 Y,I I �,
,
;, if _ (l ;
�� 1'
f. fit:
E , , ; 'r ,! `11} r
IA N
` .i I ^ • '�
I'I .1�I -
.; r N 1
I /
.. - _
!1_ N ! ``Y ``' j 1. 1'�,f, ri 1 k+ j.
.. D-. „ .. T :N },1 vj I i• i .L. AA Ii • 1 .. r.. .. ,

GRAVEL INLET PROTECTION
DRIVE -STEEL POST 1 " INTO GROUND ATTACH WIRE FENCE TO POSTS AND
AND EXCAVATE A b X TRENCH UPHILL , EXTEND THE BOTTOM OF THE FENCE 6"
TONG THE LINE OF POSTS. WOOD POSTS INTO THE EXCAVATED TRENCH.
q IN DIAMETER MAY BE USED.
STEP 3.
n STEP 41
ATTACH THE FILTER FABRIC TO THE WIRE
"B-AZWMIL
THE TRENCH
AND COMPACT
FENCE ANiRI EXTEND THE BOTTOM OF THE
THE -SOIL
FIRMLY TO
ANCHOR THE
FABRIC 6 INTO THE TRENCH,
BOTTOM OF
THE SILT
FENCE SO THAT
RUNOFF IS
FORCED TO
GO THROUGH THE
FENCE AND
CANNOT GO
UNDER IT.
SECTIOt#
IGHT.
iAX.
3?
AIN.
2' tl
0 _
NOTE: Bottae of filter fabric Dust be
placed in trench and secured by
STEEL POSTS either backfillino with $oil
material and tamping or by placir
WIRE FENCE tHOG WIRE" washed stone to a height of 6"
above ground level.
FILTER FABRIC
BOTTOM OF WIRE FENCE AND
FILTER FABRIC�URIED
6" IN EXCAVATED TRENCH.
STEEL POST DRIVEN .. INTO GROUND
- SILT F��cl:
5
S70E•]IdtM na m ppplECl•I 1 NFASUAf•S
Mire SrrelA COMrr to R{och
- �earo IA{eI -
Nire screen `�•`-`_ - - _. -. w
E14161 filter pncrele E
C-1 Filter
R~r 9Nr[lor f "AIR, *11,
Wire screen alter rltA,
filtered Water1iW
overt{a.
ratrr „{ 2's/,° Ybrd stud - Curb Inlet
ediwnt
This Art Chad of inlet LrL! ltcA tier
• y orev Inlet where An a-Iflo. c P11,01t, stneces,AryptoiaElr At Curb inl
$ld1AYM ''I Ilh CrAte PEnd1n, In Arent el the structure. pTerert uce„Iv!
S�erifit 11 uwn
Fr fethpd of 1.4% PrdlNtfpn 11 aPpl Medic „here he. flan
re RAF.. Arid .nlre an Bnrrlo„ cApacl,y Is WgSstry to prevent (LOCK Alq C[ArE! CURB ixLET SLDIR;xT F[L7CN
.re"slve peKdi Aq amend the TtrUCLA-
[LOCK 04 GMTIt DROP INLET 54C1P(NT rILTtR
sraw la[r stalKtAl ru•
J.
mIM1 ar4is� ,
.WALL.•
. r'n
TOP OF BERM CARRY RIP -EA. U►
"
IANN.
Sr3Ea Of SPALLNAT
LDP ,•LL EI16TtO1L [IF..a TOrlyratlR
r~j
- -•r -
i>
a
r-
i rR[[70AR0
W",-
W v et I• 01.000 STO WA ZONE*IF
ra �aSMD
t 7
rill �h
s' SIVISN xT arflMW 2OW (VOTAL IA3Rl CAPACITY►
S'rer
III I
x
LS MAX. S[OWNT DEPTH
lye Ed=
I -
•r RI.. RA.
r,N
CLEAN
&U'dASIRYWHIP THIS LC [i 12 E:eirce SECTION THRU BASIN 6 FILTER
NO SCALE
GRAVEL B 'RIP -RAP FILTER BASIN DETAIL
'
cARRv RIP -NA► up
.. �^
>-� SIDES OF S►LLLINAT ----z
i MAN. "ICES GaR0 rl�
_ .• _ FI Air- hap
ter: P.alm,mt. :1'AI
SECTION THRU BE a FILTEFt PERSPECTIVE VIEW
NO SCALE NO SCALE
NOTE : THIS STRUCTURE MUST BE DESIGNED TO PASS THE 10-YEAR
STORM WITHOUT OVERTOPPING THE EARTH BERM
V9�
c3 tip
�W OVICRAL NOTES: C
aya0 �q SACK ORRISWATAR JOINTS $*- TO Pb- THICK.
sein �. -•1 x CLA'B" COMMCORC M TO EE 11EEO THROU"R, LL J '" z
P+ y� -CIE Y Y T14 FOU 114 OF BOON ELAN TO EE ALSOrLISKD BY FOIMONO. OO s `
$ OR ,,, • 0®UGT FOIL PIPEte) FM TOTAL CU. YDS. OF BRICK mASCmY.
•• a ALL CAYON WINE OVEN 3'-e" IN DEPtH TO e[ PNOIIDED RTTH STEPS V-a"
x Od -•'Ea on CIATER. SIM mrLL EE IN ACCOAPA" WITH ETD. No. e40.4a. Q F •-,
2,.y'Or-M A-- _ - - _ NI USE IYFE •E' •F• MID '9- CRATER IAE.EES O71eTmTSE IaDIG7YD.
('! W r - JUM SILICA >RLL EE FmNII7T[0. COWFATE BRIGJI OR a' aOL1D OOPOW.1 Cnoc ILO
1 NON. ELOCIE WAY IF LAW IN LIEU OF CLAY ERICA. Z w
IF RETNFORCRII CONCRETE ►APE Ia SET IN SAVE SLAB OF BOX, ADD TO EASE
• y,"I�•, - - - - • ° AS &W M ON STD. NO. EA0.00. ,>.,
SECTION X-X • Pon 12, Rw�Lbi Tee A�-o FN: = 6r T�NLf AND e' HALL Fao�°IT[EIF�llIw1I�tNE , C
r-D". aWITITED TO EE ADAMED ACCMIIGLT,
FRAW
PLAN X Nips - sro. No. sab.em
1'-O" afePE i10. M. RAO.Rs
a.
m e a»
A
W a IIN. E-•i ■ N. E+i 'j
►� x04
j! n ewj�
J i r°. r• r MIN, d
.jI s" D
Q
c SECTION Y-Y
01
C9 v END ELEVATION r
New 30- TO ae• Pr" Is USED
v SECTIQN J=J SIDE ELEVATION
T_ • B� SECTION M-M [n V =
T I OEM aa' TO r+l- PIPE is um = M N
O �• r d E „ Z m
I '
VIES IN P" X m
e" WRO D IN
1
IE m P'AIt of
EET 1 OF 2 BXEET I 11F a
t340 . Di PLAN- PLAN 84D . 09
e" E" STD I "0.Oae PRONE I �
CRs'�- I- tftATE a HOOD
a- II---
AR
g
R {R Y PLAN a-d
i rf �J CURB Alto GUTTER WITH CATCH BASIN Off STEEP GRADES
EXPANSION JOINT -�
114E ON FLAT GRADES E4 AND UNDER
S I - - DEPRESS® EVrTER LINE
�l EXPANSION JGINf a'•0" ip S
PLAN OF TOP SLAB SECTION S-S M M SEE ELEVATION "ANOAID00. eao.ol ON OdD.oz
ECWAL CURB BRIO GUTTER ON LIGHT GRADES
in
MS r IORIAL GUTTER LINE
N Li N e" E w •N" EARS EXPANSION JOINT
fi 1 R
C PNE9aE0 aTTER LINE
to EXPANSION JOINT
G. • I-�4`4-�
`-SEE srArwARD a- e00.61 CAR 040.02
ELEVATION
M SECTION R-R TIDIMAL LTA[B AND GIM110I ON STEEP ORACU
m
M
Z
Q
NININIm DIYlTIBIgN
AM reWTITIES FOR TRICK UTCN BASIN
DIS
MWM of
NON AID
PIPE
COVER
DIee1NlDN
Via.
tale.
to ON
N1
C. r.r
.01T0.7a1.
At10
TO
.NT.
OERt1OTI01SI
am
C.SO
PTPE
.C..
arem
VIM
vIM
00
NE34MT
TINT
00-1)
E111K-V
WRe•E
TOTAL
US.
TQ
SI/a
FILOOR
TOTAL
w.
1A
WY.
FT.M.
A
s
C
P
IN. NI
Na
E
E
No.
NO.
ED.
OOTH
1
0'
a
-•
.-
-A.
..
..
..
..
..
..
..
0.7M.
D
r•a'
a'.R1
4.aet
b.n+
b.Raa
30
Am
b. 321
0. 1
0,047
to
a'-O"
r-R•
2'•10•
O.as,-Roe
WIN,
a.39t
0.0AA
0.•p
CAM
a'•e•
r•E•
'•2"
12
0.E61
1.D7p
OAZ,
0.075
0.1,a
'•0'
•
g'-a
a•A
YM.
1'-1p»
.'-.'
,•'e.
a
A'•1•
3
a'•1'
as
o.1a7
O.S7a
0. 1
1.aD6
p-aYs
b. mpg
0.1
O.IDs
0.faa
0.1ri
0.170
D. Qas
a•
a•-0•
a'.O"
g'-, "
S -e
VAR.
D'-a"
a'-.'
{
r-0•
a
,'-,•
a
A'-,'
0,1R7
.415
0.002
1.38
as
a -0•
'•E
4'•a"
a'•a•
VAR. 12'-
1'
a'.a•
a
T'-0•
a
a'- ^
3
$•a"
0.176
O.aTg
O.S M
1.811
O.�
0-0st
•.dap
O.ItY
0.117
0.140,
O.ST
b.aaa
M•
•0'
a'-0'
A'- r0•
VAR.
Y-s'
a'-e'
f
V'•e'
a
r•R"
a
Y-1"
RA
O.tA
O.AID
D.ee7
II.ta
Sa
Y-e✓
9'-a•
E•-T•
a'-.•
YM.
a'-s"
f'-e'
.
E'-0"
s
T4'
E
8-a•
y
O.an
0120
0•e
2.en
O.W
18N DRAIN BASIN
DUCTILE IRON FRAME it '(t)
AND GRATE 2_q7•
INLET AND OUTLET
ADAPTERS AVAILABLE
a' THRU 1B' VARIABLE INVERT 4•_16• 'v
HEIGHT I VARIABLE OVERALL •(1) ADAPTERS CAN BE
HEIGHT'(2) MOUNTED ON ANY ANGLE Or
VARIOUS TYPES OF OUTLETS TO 359' . TO DETERMINE
WITH WATERTIGHT ADAPTERS MINIMUM ANGLE BETWEEN
FOR: '(2)MAXIMUM ADAPTERS SEE DRAWING
ADS W12 RECOMMENDED NO.7001-110-013,
SDR-35 SEWER OVERALL HEIGHT
SCHEDULE 40 DWV 6' MIN. 10'
CORRUGATED PVC
RIBBED PVC
240 DRAIN BASIN --ry 21.
DUCTILE IRON FRAME E
AND GRATE
INLET AND OUTLET VARIABLE INVERT 1 3.04' VARIABLE OVERALL .(1)
ADAPTERS AVAILABLE HEIGHT HEIGHT '(2)
4" THRU 24' -I ADAPTERS CANBE
MOUNTED
O - _ q•.Y4• MOUNTEDONANYANGLEOe
TO 3590 TO DETERMINE
MINIMUM ANGLE BETWEEN
VARIOUS TYPES OF OUTLETS ADAPTERS SEE DRAWING
I wITH WATERTIGHT ADAPTERS RECOMMENDED IMUM NO, 7001-110-013.
FOR:
ADS N-17 OVERALL HEIGFIT
SDR-35 SEWER 6" MIN. 10'
SCHEDULE 40 DWV
CORRUGATED PVC eels PawcRscLomsuixcrwTTERmwlicm warn aT AREA, mdrimse, Inn wrD
RIBBED PVC OR POSSESS3 N OF H S PRt DOES
Tt[CONFEA r a0FO M
OR PossesslaR oFTNs PRlwrdo� Not coreErt
MWER. OR LICENSE TIIE LSE Of THE DESIGN OR �� 7RRIIf� t FAR tI�N,p a�1
TEGLINCAL WOFIIAT10N SHOWN LERESN fie;, ��, ,
REIRtODUCT1011 OF TNs PRINT OR ANTHIFMIATION TI1lF
CONTAINED HEREIN. OR MNUFACTUIE OF ANY
ARMiF 4MFRM FOR THE OLSILOSURE TO OTHERS PATE IeMGO DRAIN BASIN WiaP /lSIWIDE'TA0.a
16 FORBIDDEN, EXCEPT By P ECIFIC NEDTTEN
PHdBaSIONFROMWLOPIAST. DMS SIZE A VALE 110 714W 1OF1 on OIL "SMO" N" e
CURBSIDE INLET PROTECTION
Filtrexx® Inlet Protection Details
A I I f- Storm Ceale
Curb
Filtmoo B'
erSoxxl" Rl
Wooden Staff
Curbside Option "A"
Plan View
Excess Sods MaterW 9-
to be Drawn in and 0
lied Off to Stake atil
80111 FAS
-Curb
Curbside section
STANDAR
16" O.C.
Curbside O tion "B"
Plan View
Secure Sock too
Grate with Rubber0
Tie Dawns
Notes:
1. All material to meet FllhO00 spedkaliim s .
2. FEIterSoxxIm compostlsoiUrock/seed fill to meet application
regUmments.
3. Compost material to be dispersed on site, as determined by
Engnedu
36" MINIMUM
36" MIN. "
CONCRETE SLAB
PLAN
STABILIZED CONSTRUCTION ENTRANCE
{not to scale)
Public
Aught-50, mina of -way �.
£xzscing grcurc' Provide _ppropriate transition
PROFILE between. Stabilized Corstruc-
trcn Entrance and Ptabl:c R_gVic-
of-wa a -------
I i0' Zinn
ft: >t
Public
ixistino *_". .r Rigllc-ol-
ground ��l� �� �a7 I+ay
A
Const-ucr.ion Specifications
1. Stone size - Lisp HSIi4 size NO, 2 (2-1/2" to 1") cr AASHTO des3$nation
M43, size No. 2 (2-1/2" co 1-1/2")• Use crushed stcne.
2. Length - As effective, but not less than 50 feet.
3. Thickness - Not less than eig!•c (8) incites.
14. W-.dt, - NoL less tear. icll 'Lickh o: all ?_rots of ir.;:ess or egress.
Lashing - t.nen necessary, wheels shwil be cleaae-' Yetprve sedtnec:
pride to e::rz^te on ptftlic ght-ef-1 Ev- .:nsn .:as=._ _ :s tecu.re•'
:t shall be acme on an area s:ahiiiz_d w-*ch crushed s.csa caich drains
into al appr.11Ld sedi'­nt "rap or se'irent basin. All sediment shall
be prevented -rays entering anf storm drain, ditch, or _aterccurse
through use of sand bags, gravel, boards er ocher approved methods.
6. liaincenaace - The entrance &hell he Taa_r-twined is a condition'6hieh Will
prevent cracking or iia ing of sediment onto Pubic rights-cf-way.
This may require periodic cop drassirg vri:h• additional stone as con-
ditions demand a--Ld repa'_r and/or cleancuc of any netasures used to crap
sediment. Ali sediment spilled, dr000ed, washed or cracked onto public
righEs-of-way rust be-amoved i:ta'ncdiacely.
NOTES:
1. EITHER SOLID BRICK, SOLID BLOCK, OR PRECAST
CONCRETE MAY E3E USED.
2. STANDARD STEPS REQUIRED 0 16 INCHES O.C. WHERE
NEENAH SERIES R-4360 DEPTH EXCEEDS 3 FEET.
TURTLEBACK GRATE 3. USE MINIMUM 3000 P.S.I. CONCRETE MIX.
22" o CATALOG #R-4360-B.
4. INSIDE DIMENSION FOR 24 INCH PIPE AND GREATER
USE PIPE DIAMETER PLUS 12 INCHES.
NEENAH SERIES R-4360
TURTLEBACK GRATE
2211 e CATALOG #R-4360-B.
:ONCRETE SLAB DESIGNED
OR EXPECTED LOADING --
4"
6" OPENING
1 COURSE
STANDARD STEPS
16" O.C. 5:1 MAX.
VARIABLE
/ PIPE
4„
4 fi" MINIMUM
3-,G0 P.S.I. CONCRETE
SECTION
STANDARD INFILTRATION INLET WITH CONCRETE SLAB
Seeding Schedule
(Revised: 1-1-86)
Shoulders, Side Ditches, Slopes (Max.3:1)
Date
Type
Planting Rate
Aug.15-Nov.1
Tall Fescue
300 lbs./acre
Nov.1-Mor.1
Tall Fescue
300 lbs./acre
& Abruzzi Rye
25 lbs./acre
Mar.1-Apr.15
Tall Fescue
300 lbs./acre
Apr.15-Jun.30
Hulled Common Bermudagrass
25 lbs./acre
Jul.1-Aug.15
Tall Fescue and
120 lbs./acre
***Browntop Millet
35 Ibs./acre
*•# or Sorghum -Sudan Hybrids
30 Ibs./acre
Slopes (3:1 to 2:1)
Date
Type
Planting Rate
Mor.1-Jun.1
Sericea Lespedeza (Scorified)
50 tbs./acre
(Mor.1-Apr.15)
Add Tall Fescue
120 Ibs./acre
(Mor.1-June.30)
Or Add Hulled Common Bermudagrass
25 Ibs./acre
Jun.1-Sep.1
*** Tall Fescue and
120 Ibs./acre
** Browntop Millet
35 tbs./acre
**# Or Sorghum -sedan Hybrids
30 Ibs./acre
Sep.1-Mar.1
Sericea Lespedeza (unhulled-unscarified)
70 lbs./acre
and Toll Fescue
120 lbs./acre
(Nov.1-Mar.1)
Add Abruzzi Rye
25 lbs./acre
Consult Conservation Engineer or Soil Conservation Service for additional information
concerning other alternatives for vegetation of denuded areas. The above vegetation
rates are those which do well under local conditions; other seeding rate combinations
are possible,
*** Temporary - Reseed according to optimum season for desired permanent vegetation.
Do not allow temporary cover to grow 12" in height before mowing, otherwise fescue may
be shaded out.
Seeding PreparnUon
1.) Chisel compacted areas and spread topsoil 3 inches deep over adverse soil
conditions, if available.
2.) Rip the entire area to 6 inches depth.
3.) Remove all loose rock, roots, and other obstructions leaving surface reasonably
smooth and uniform.
4.) Apply agricultural lime, fertilizer, and superphosphate uniformly and mix with
soil (see below).
5_) Continue tillage until a well -pulverized, firm, reasonably uniform seedbed is
prepared 4 to 6 Inches deep.
6.) Seed on a freshly prepared seedbed and cover seed lightly with seeding
equipment or cultipack after feeding.
7.) Mulch immediately after seeding and anchor mulch.
8.) Inspect all seeded areas and make necessary repairs or reseedings within the
planing season, if possible. If stand should be over 60% damaged, reestablish
following original lime, fertilizer and seeding rates.
9.) Consult Conservation Inspector on maintenance treatment and fertilization after
permanent cover is established.
* Apply: Agricultural Limestone -• 2 tons/acre (3 tons/acre in clay soils)
Fertilizer - 1,000 Ibs./acre - 10-10-10
Superphosphate - 500 Ibs./acre - 20% analysis
Mulch - 2 tons/acre - small grain straw
Anchor - Asphalt Emulsion 0 300 gals./acre
SEQUENCE OF CONSTRUCTION OPERATIONS
I. OBTAIN GRADING PERMIT.
2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SEDIMENT BASIN, AND
DIVERSION SWALES AS INDICATED ON PLANS.
3. CALL NCDENR (919-796-7311) TO SCHEDULE A COMPLIANCE INSPECTION.
4 FOLLO WING SATISFACTORY COMPLIANCE INSPECTION PROCEED WITH CLEARING
AND GRADING OPERATIONS.
5. CONDUCT FILL OPERATIONS SO AS TO ENSURE THAT THE INITIAL CONTRIBUTORY
AREA TO THE SEDIMENT BASIN IS MAINTAINED.
6. INSTALL STORM DRAINS AND COLLECTION STRUCTURES (CATCH BASINS). PIPE
SEGMENT DOWNSTREAM OF JB $2 WILL BE INITIALLY TERMINATED AT EDGE OF
SEDIMENT BASIN.
7. GRAVEL INLET SEDIMENT PROTECTION MEASURES SHALL BE INSTALLED AT ALL
INLET STRUCTURES AS SOON AS CONSTRUCTED AS WELL AS VELOCITY
DISSIPA TORS AT ALL STORM OUTLETS.
8. PROCEED WITH GRADING OPERATIONS AND CONSTRUCTION OF RETAINING
WALLS AS SHOWN ON PLANS.
9. ALL CUT AND FILL SLOPES OF 3:1 OR STEEPER IN SLOPE SHALL BE STABILIZED BY
TEMPORARY SEEDING WITHIN 15 DAYS OF ACHIEVEMENT OF THE SLOPE
10. FOLLOWING COMPLETION OF CURBS AND PLACEMENT OF STONE BASE FOR
PARKING AREA AND DRIVES, PLACE CURBSIDE INLET PROTECTION (FILTREXX
FILTERSO)Og.
11. GRADE INFILTRATION BASINS AS PER GRADING PLAN.
12. UPON COMPLETION OF INFILTRATION BASINS, NOTIFY NCDENR (919-796-7311)
FOR COMPLIANCE INSPECTION.
13. UPON ATTAINMENT OF FULL STABILIZATION OF ALL DISTURBED AREAS, OUTSIDE
THE SEDIMENT BASIN, ELIMINATE SEDIMENT BASIN, PLACE FILL TO ACHIEVE GRADES
SHOWN ON PLAN, AND EXTEND PIPE BELOW JB #2 TO DISCHARGE POINT AS SHOWN
ON PLANS.
14. ESTABLISH PERMANENT OUTLET CHANNELS BELOW THE TWO PERMANENT
DISCHARGE POINTS AND INSTALL SOD.
15. REMOVE ALL REMAINING PERIMETER EROSION CONTROL MEASURES.
A. CONTRACTOR TO KEEPABUTTING STREETS FREE OF SEDIMENT AT
ALL TIMES.
B. CONTRACTOR TO CONTINUOUSLY MAINTAIN EROSION CONTROL
MEASURES ON -SITE TO ENSURE PROPER FUNCTION.
C. CONTRACTOR TO ENSURE COMPLIANCE WITH CONDITIONS OF
NPDES PERMIT.
D. PRIOR TO IMPORT OF ANY OFF -SITE FILL, CONTRACTOR MUST
NOTIFY NCDENR (919-796-7311) OF SOURCE OF BORROW AND FURNISH
TO NCDENR DOCUMENTATION FOR THE APPROVED PERMIT
ASSOCIATED WITH THE BORROW SOURCE.
Engineering Planninc
Landscape Architectur
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
7/ r/
Revisions
06/29/06 Per DWQ comments.
OWNER:
The Bluffs Land Company, LLC
117 Edinburgh South, St. 203
Cary, NC 27511
[phone]
Project
Crystal Bluffs
Rehabilitation Center
DETAILS
Date
May 19, 2006
Scale
As Shown
Sh eet

.. I _ A ... �_ �':[.. _1 � _-..--.LL!. � �-..i , , � -, .. 1 _ _ '.r �. 3 1. " .- 1 _1 5:,.- L L T _ .
Crystal Bluffs Rehabilitation Center
Carteret County
Morehead City, North Carolina
Storm Chart (1 0 Year Event)
Calculated: May 1, 2006
Revised: June 29, 2006
TOP ELEV.
UPSTREAM
STRUCTURE
bIA.
(in)
PIPE
LTH
(ft)
SEGMENT
PIPE 5%
TYPE
DATA
AREA (cc)
TOTAL
UPSTREAh
AREA (ac)
INb
i
INVERT
DOWNSTR
STRUCTUR
INVERT
A UPSTRM
STRUCTUR
DOWNSTRE
STRUCTURE
NIJPSTREA
STRUCTU
C
I
(IN/H
Q(TO
(CFS)
Q(IN
(CFS)
HW 1
JB 2
28.77
24
94.34
HDP
0.34
2.46
0.00
0.70
7.22
13,32
0.00
22.00
22.30
JB 2
IN 3
26.83
15
71.80
HDP
1.6
0.74
0.74
0.7$
7.22
4.01
4.01
22.30
23.50
JB 2
JB 4
26.83
18
272.571HAbP
0.311
1.72
0.00
0.70
7.22
9.31 1
0.00
22.30
23.15
JB 4
IN 5
26.83
15
23.8
HDP
2.74
0.61
0.61
0.70
7.22
3.30 1
3.30
23.15
23.80
JB 4
JB 6
28.87
15
125.8I$IHbP
0.34
1.11
0.00
0.7$
7.22
6.01
0.00
23.15
23.55
JB 6
IN 7
26.83
15
79.64
HDP
0.311
1.11
0.61
0.70
7.22
6.01
330
23.55
23.80
IN 7
IN 8
27.83
15
85.71
HDP
0.84
0.50
0.50
0.70
7.22
2.71
2,71
23.80
24.50
HW 10
JB 11
28.28
18
97.6A
HDP
0.5
1.98
0.00
0.
7.22
0.721
0.00
22.00
22.50
JB 11
IN 12
27.83
15
48.21
HDP
0.64
0.79
0.79
0.7
7.22
4.28
4.28
22.50
22.80
JB 11
JB 13
29.50
18
138.2
5HDP
0.5
1.19
0.00
0.7
7.22
6.44
0.00
22.50
23.20
JB 13
JB 14
28.05
18
96.7
HDP
0.54
1.19
0.00
0.7
7.22
6.44
0.00
23.20
23.70
JB 14
IN 15
27.83
15
23.0
HDP
0.8
0.59
0.59
0.7
7.22
3.19
3.19
23.70
23.90
JB 14
JB 16
30.12
15
135.7
HDP
0.5
0.60
0.00
0.7
7.22
3.25
0.00
23.90
24.60
JB 16 IN 17 27.83 15 13 .9 HD 0.60 0.6 0.7
ALL OTHER CATCH BASINS ARE NCOOT TYPE HOOD AND GRATE.
CB IS CATCH BASIN; YI IS YARD INLET; FES IS FLARED END SECTION - NCDOT STD. 310.01;
HW IS HEADWALL. - NCOOT STD. 838.11; DIP IS DUCTILE IRON PIPE; IN IS INLC-r
ALL CMP PIPE TO BE FILLY ASPHALT COATED.
JB IS JUNCTION BOX WITH MANHOLE FRAME AND COVER.
HOPE TO BE SMOOTH INTERIOR ADS N-12 OR EQUAL
ELEVATION GIVEN IS FOR INVERT OF HW AND FES, TOP OF CASTING FOR YI, TOP OF CURB FOR CB.
7.22
.25
3.25
2 .60
25.20
PROP. EDGE OF PAVEMENT
ti
PROP. 8' CONCRETE
SIDEWALK
�1110111-
Ion
OF
BA
NEENAH R-4999-CX
WITH SOLID COVER
PROP. B' CONCRETE
SIDEWALK
12-
O
M
2'-10"
CURB DRAIN FLUME DETAIL
PLAN VIEW
SCALE 1" = 2'
Rip -Rap Apron Energy Dissipator
For Sto mvater Outlet Protection
La
Notes
Section A -A
1. Apron lining may be
Pipe OWith utlet
Defined;2.
La is the length of
�.i11 i•�r
i!�i�:isii'.
rmaximum
the riprap apron.
pkli
�pp •1fr . • • r•�.
stone diameter
but not
��iEiR11 �'/.
I•/\i•
4. Dimensions ,
•:I` ••i �rij141ri
1'.��5'4i:.; Aim: ii!'•be
Plan
determined by
appropriate engineerint;
La
Section A -A Pipe Outlet To Yell -Defined Channel
NEENAH R-4999-CX p
WITH SOLID COVER UJ
12" 1, 01
W
6" L11111111filill2" 36° 01
10"
I
inIr qtj- SLOPE
I
2'-10' PROP. SWALE 114VF7.
01
40
a
co
co
CURB DRAIN FLUME DETAIL,
END VIEW 8°
SCALE 1 " 1'
8'x8"x10' PRESSURE
a TREATED TIMBER
a4� /
k
5'MIN. ,� 41�k 1x5k:.=i.lktl a
Yt k It La a 15a to SFF 45a #57 WASHED
IL4� a tiL 1'Yty Sy YLa
t L'I �k 5i �L� �O YLi S� i5��,aL Ytc k � ��CT�. Y5k STONE
4t ILfL� tIL t 1 �5a'11G'y4 a',Li°li 4 i Y Lk /1`O Yta
4 L11ryrt ft ` tk 34tti 3yttLtiyL �Ys f- a s a Yt�ta�Q G'Q9 4ta
Yta a,taT 5 a �- -� ii"t Y5 �11 Q/�Lyg Ytk
ILa 4La4 to ���- 4,ya a 45lta Y'Yaa I1�.t 4 ita Irk
YLk fas 1 1i �� 4t , 3 45a lk Rya 4ty 4tk
4ta 4y, ILk ka Lk Ita •y ita 4ta Yt
Y''W14.a 41Y-3 ft 4 Iy,I Lit 4taY5 14y 5�S� Yt 3ya 4Ls4t a
41 ktaY y'4 tT"4f CLlti Y5 , OAkn 35a YLi 4ta
t 11a 1, 4t,?.a 4LcIL ILd SkILY 44 to �` 4ta 11}a
lL ILk 4Y a,Ly, 4t t tLa ttr
4 L.Iti 15kY4a ti'�,� a'w' /C�Q 45a 4tk a 4y:'tr
t5iti 016. �\ iy 4a 4Li`a 4t 15aYLa
6t it}La �,a.,ta _ 4L�}, 4t�ya YL 15 Y �Lr
a 4t;t 4ta1L Yt, 4tr RL'45a1Li ILL ta4 L,. 45ata a4tk to
LEVEL SPREADER (TYP.)
NTS
12" DRAIN BASIN
� y x39' _
DUCTILE IRON GRATE 12' I Y1f
W ! CAST IRON FRAME
INLET AND OUTLET VAS INVERT VA-ISLEOVERALL
ADAPTERS AVAILABLE H* MDGHT •{2J
4' THRUIT
VA%OUS TYPES OF OUTLETS
WITH WATERTIGHT ADAPTERS 1[21 NAXMIU" 4'•1T �[11
FOR: RECOM ENDED
AM 14-12 OVERALL HEIGHT 10' 61 MIR 11) ADAPTERS CAN BE
SOR.35 SEWER MOUNTED ON ANY ANGLE
SCHEDULE 40 DNN 0' TO 3W. TO DETERMINE
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SHEET 2 OF 3
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840.03
Engineering Planning
Landscape Architectur
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
q�% cgo\
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Revisions
06/29/06 Per DWQ comments.
OWNER:
The Bluft Land Company, LLC
117 Edinburgh South, St. 203
Cary, NC 27511
[phone]
Project
Crystal Bluffs
Rehabilitation Center
DETAILS
Date
May 19, 2006
Scale
As Shown
Sheet
80F8
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