SW8050109_Approved Plans_20050222

5
Crystal Shores
Subdivision
M.B. 28, Pg. 712
134.60 R-20 Zone
L L L L
OL a
(3
------------ L WI-----------------
_ r I
Phase hase V1 co Phase V TV Phase TTT Phase I
pen pace 61' 00
5- .2 L Phase II 6 N/F TRACT DATA
Units-. 4-) V N Walter Goeptl
Units- OILECT ACREAGE - 8.40 AC.
CX D.B03, Pg. 113
551 0 to Units- Units: Opem space --//* (REMAINING COMMERCIALDEVELOPMENT 6.78 AC)
C4 5B2 5CI VZ W 2CI B-I Zone
5133 5C2 251 GROUP HOUSING TYPE - CONDOMINIUMS
252 DENSITY - 8.6 UNITS/ACRE
2C3,
2B3 -1" �Oe". D.B.1AE NO. OF BLDGS = 12
Open Space T
IS .2 Units- NO. OF UNITS = 6 UNITS/BLDG. = 72 UNITS
5AI o 5C3
o
cc 'Unit
EIA2 o a- t- Units.
NO. OF BEDROOMS = 2 BEDROOM/UNIT = 144 BEDROOMS
Wil 2A2
5AB 0 Units: U U LO BLDG. HEIGHT = 40'
Units- 4CI IS! Units- �2AB U*)
Units- � Bill PROJECT AREA COVERED BY CONDOMINIUMS = 110
srI M 451 4C2 3CI do.. F.F.B2. NO. PARKING SPACES = 2/UNIT = 144 SPACES
oo F,F, 31, 4E32 351 BC2
4C3 Units: (12 H/C total)
5DI 2DI (4 Van Accessible)
Repair 5D2 o 2 Repair EXISTING ZONE = B-1 (GENERAL BUSINESS)
(oC2 5D3 I 3AI 152 PERCENTAGE OF OPEN SPACE 40%
sr
Tract I Septic (0C3 4 3 3132 Brt:k Q%q C, 17.1 "lie`, - o IB3 Septic
Units: Units: Units: 3E3
4D
oo :5A:� 000
BAB
Col NOTES:
William * Terri Units: :9 \V Units
M.B. 30, Pg. lacl Nll� , 4D3 11;) 0,
6DI .1 '(0 27. 5'
o o o
Farrington o IAl 0Z I. Property is located in Flood zone X, which is not a flood
o7 Units, 6D2 o 01cla, hazard area per FIRM CPN 370466 5374J
D.B. 954, Pg. 3( & Repair E/z �a ;9V Id a 03 IA2 Repair
B-3 Zone (OR2' (oD3 ci 29, F.F.29.3 F. BO.-=k .0 IA3 Effective 7-16-03
I
653 143 \S1 10 �11 Units: 2.This tract is not within any areas of environmental
ptic I "i, 2 U
A? Septic
4� Y' 14� I concern.
Leqend: F. F. 30, 0- F. 51, IGI
Units:B.The applicant is reqpesting Conditional Use approval to
'y D ICU 015f - Iron 5take found 30.00 ZZ .19�, ya develop a Planned Unit Development (PUD) in accordance
BD2 IC3 with Section 15-350 of the Town of Cedar Point Zoning
%
3
0155 - Iron Stake Set Units: 11.33, 566*47'49"E 11. 33' 3D3 Ordinance and to develop single-family residential uses
Id1g, 12 4AI 131 dg
P,/W -Right-of-way ........ 4A2 V� I I L 24.27' in accordance with the Town of Cedar Point Group Housing
�Z/l F, F. 3 0
C� - Centerline 4A5 Ordinance,.
I I I A 4.The applicant shall adhere to the minimum thirty (30) foot
M[3L -Minimum Building Line. T_ _J ITI&M I I I I VA
setback for all structures within the proposed development
S.T. I O'x 70'5ic3ht Triancjle �;t CL (Typ•) 8'X20' Parking J) 0 Asphalt 4— (Typ.) 12 05 per section 15-374 of the Town of Cedar Point Zoning
>, 24
Ordinance.
N LiLyhthouse Lane pace (Typ N Drive
-Street Sign Units:=:,4 C7- _ `Septic 5.The applicant shall adhere to the prescribed setback
6AI Septic 0
6A2 Repair N
Repair Units. reqpirements for all structures developed within the B-I
Stop 5Sign6AB C14 IDI General Business District, as per Section 15-311 of the Town
in I
a-
- q
if LU a o q p
Y,
ID2 of Cedar Point Zoning Ordinance, where such regulations
k5 - - - - ID3
-Q4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ­ - - - - - - - - - - -- - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - ore more restrictive then setback regulations outlined in
7.0 - Existing Elevation :T t- �I­
04
19 Section 15-374 of the, Town of Cedar Point Zoning Ordinance.
F9,0 - Propo5ed Elevation G.To the best of the applicants knowledge, there are no
VA - H/C Van Accessible endangered species currently utilizing the property as a
9- 215.50' N123.50' 163.63' 136.55, N 212.09' habitat.
N68'12'1015 1017.qO' 04 7.The applicant will apply -for and receive a Low Density (25% or
7 ip less built -upon) State Storm 1^4oter Management Permit.
Pipe Label
INI I I I m B.The required parking has been determined based on the
w 1 -30' Drainage, Utility, -30' Drainage, Utility, residential portion of the PUD only, Any future commercial
QRR5P - Rip Rap Scour Pad Access Easement A 4 Access Easement development shall provide separate parking 5POCe5.
E�KCD -Rock Check Dam T I t I 97he proposed location for the, curb cuts shall be approved
SIT # I -Sediment Trap by NC DOT. The Town of Cedar Point shall be provided a copy
N CB - Catch ba51n -0 N/F of the approval. The developer shall be responsible for
Portion of Tract 2 Portion of Tract 3 Portion of Tract 4 Walter Goepel re-establishing the sidewalk in accordance with all NC DOT
E Yl -Yard Inlet M.B. 30, Pg. 16'9 I IM.B. 30, Pg, 352 M.B. 30, Pg. 382 M.B. 26, Pg. 974 reqvirements,
RCP - Reinforced Concrete Pipe > DAB Enterprises, LLC. Kathryn Ferguson B-I Zone, IO.The, developer accepts responsibility to repair and replace,
R5F Associates, LLC
CPP - Corrugated Plastic Pipe 1 D.B. 1041, Pg. 51 ;_4 D.B. 1041, Pg. 82 I It Henry Gorham sections of the existing sidewalk that may becorne damaged
-do— - flow Arrow Pin# 537412852841000 Q Pin# 53741275q667000 ar ID. B. 1043, Pg. 405 during the construction process,
Block 85 � Block 76 m I Pin# 537412756468000 II.All buildings are sprinkler protected in accordance with the
U C,41 Q 6 I Block 75 NC Fire Code.
0:1 - Swale Label 127he developer shall be responsible for the perpetual
Future 7� maintenance of the streets, parking areas, buildings, and
0 .­4 Development 0 common areas until the Homeowners Association is formally
Ditch or Swale = — -- 20' Perpetual established.
Silt fence I U Access Easement 13,Therd shall be no strorage of flammable materials or natural
30' Drainage, Utility, gas bottles under the stair or deck areas of each
-Clearing LiMlt5 4 Access Easement building.
—20' Perpetual
Wetlands Line 14.All buildings shall be similar in construction type and
Woods Line C14 301 Drainage-, Utility, Access Easement 50' Drainage, Utility, Future architectural style for both the residential and commercial
Future I I
Water Line Development 4 Access Easement Access Easement Development portions of the development.
30' Drainage, Utility, I I f157he developer understands that approval of this phase of the
[30 - Blow -off It Access Easement I PUD Master Plan does not constitute approval, nor authorize
P.T. - Plucj Tapped any land disturbing activity, on the portion of the property
fh -Fire hydrant reserved for commercial development (which will be reviewed as
GV -Gate Valve, a separate project.
0 wm - Water Meter 167he parking area and access casements shall be constructed
in accordance with all applicable local and NG DOT standards.
o FP -Power Pole 17,5olid Waste disposal will be by roll out trash cons,
LP -Light Pole 18.E5tirnated completion for each Phase is approximately one (1) year.
GW Developer acknowledges that no certificates of occupancy shall be
- Guy Wire -20' Drainage, Utility, 20' Drainage, Utility, issued until all necessary improvements are completed to support
* PB - Phone Box 4 Access Easement * Access Easement the use of the structures as residences including the completion
* F5 - Electric Box 36 lo b of the, required parking spaces.
19.Parking lot lighting will be provided by CCENC.
w5 - Water 5ervice - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - 20.The developer (in accordance with the directives of the Town of
51 - 512rinkler Line I t I*)[ I t A0 .,:50 Cedar Point and the Western Carteret Fire Department) shall provide
R/V4 LJ R/N fire access to within 12 feet of each building. Locations will be
dOLS N 67*5q'22" E q38.36' dols determined at the time that building permits are acquired.
x Un S_ --a 5! ajdew7k
- - - - - - - - - - r-_x F5_t­CT6_
Exist C*G
2287' To h Hwy, 24
Exist. Asphalt Road
F-71" N.., GAIi,­
'5't
APPFIOV-
NOUH CA EWE ID
Exist. 8' Water DIVISIO11 OF V."I C*,�l,'14Y FEB 2 2 2 5
__A
N.C. Highway 24 1001 R/W Exist C$G :2L_Z2? 14m
Bar
Exist C$G Date— (Teo e) 0 0
R/N
VAN •C) Exist. 8' Water.-1
ACCESSIBLE
Preliminary Plan - Group Housing Project
Elevator 10' Cove -red 1E VILLAGE
(Typ. Deck (Typ) Tfi
AT MAGENS BAY
White Oak Twp., Cedar Point, Carteret Co., North Carolina
(L
e --1-6 Developer:
b Cedar Point Associates, LLC
981ro Clarendon
Emerald 15le,, NC 28594
8' Covered
_0 woad.. Deck (Typ) PRINTED cl, -11-0 We DATE: 08/31/04 GRAPHIC SCALE: 1'1=50'
Walkway APAURIKER & AKIS"SOCIATES TAM 0 50 100 150
CAP, (Typ.) CONSULTING ENGINEERS LAM SURVEYORS LAND PLANNERS
ACCES5151-F P. O. BOX 976 JACKSONVILLE NC 28541-0976 SCALE: ]"=SO' FEET
0Z 115 1*5 H LS el(TWO TiZACT + ?"WJe Lo4etom, (Typ')
BUILDING (TYP.) Parker & Associates, Inc. ug Hori
OZ 101105 KH 6 Poo TYP SO*' i)fL- PARKING 5PACf-5 (TYP.) Rev. 02/08/05 KHN Moved Bodie Dr. NOT TO SCALE Consulting Engineers - Land Surveyors - Land Planners
Rev. 01/17/05 KHN Added casements and Lois Dr. NOT TO SCALE FIELD BOOK; N/A P.O. Box 976 - 28541-0976
-
Rev, 10/21/04 LAM Add note #20, adjust phase lines, parking septic areas DISK NAME: AGAD 811 306 New Bridge Street 28540
Rev. Oq/09/04 KHN Chg. phase lines FILENAME: ce-dar-Gen.DAG GVP Jacksonville, North Carolina
JOB NO.: 5040818-3735 Sheet 1 of 4 Phone [phone] - Fax [phone]
13
7 8
- Magens Bay 1 1 30'
Subdivision Natural Buffer.
M.B. 28, Pg. 622 Developer is responsible,
R-20 Zone for re-establishing any
existing vegetation that
is removed or destroyed
in accordance with all local
5 65*12'11" N 4 1043.861 1 1 1 ordinances, -
102.00' 240.00' 165.631 1(03.(031 240. 001

TRACT DATA
PROJECT ACREAGE - 8.40 AC.
(REMAINING COMMERCIAL DEVELOPMENT - 6.78 AC)
GROUP HOUSING TYPE CONDOMINIUMS
5 , 6 ,
1 ,
MM
`O 40' Undisturbed/Wooded
of GL-
Phase VI
,
DENSITY - 8.6 UNITS/ACRE
NO OF BLDGS = 12
NO. OF UNITS = 6 UNITS/BLDG. = 72 UNITS
\ , j NO. OF BEDROOMS � 2 BEDROOM/UNIT, 144 BEDROOMS
BLDG. HEIGHT - 40'
15 r r/15 r PROJECT AREA COVERED BY CONDOMINIUMS = 11%
r\ 12,1 ' , r'14 % - NO. PARKING SPACES = 2/UNIT = 144 SPACES
\ I (12 H/C total)
(4 Van Accessible)
Install Silt Fence I , EXISTING ZONE = B-1 (GENERAL BUSINESS)
0 Clearing Limits \' PERCENTAGE OF OPEN SPACE = 40 a
Along this side. I ` ` Crystal Shores
Subdivision
M.B. 28, Pg. _ 712
R-20 Zone
c L L lwq,
L L 40' Undisturbed/Wooded -
sf GL CL
-29 - Phase I
of buildings 1.5 ft. min. , pen pace
L L __ r GENERAL NOTES:
above grade and slope away , u L L _ "PhaSe II Natter Goe i pe
d� \ from buildings @ 10:1 slope. (Typ.) i a o O en S ace D.B. qO3, Pg. 113 1. Total development area 15 wooded.
'f fy _ ` p p B-1 Zone 2. All easements to be drainage t utility at dimensions
29 shown, unless otherwise noted.
�a oy�b�. - 9e �r 8 itd up outside` of rear of buildings n q� off. 9��'�; P.< J 3. This project is not within any areas of environmental
L Q'^ 1. ft. min. bbove grade and slope away r�j oQ'� �� concern,
Q v from build, s @ 10:1 slope. (Typ.) ~ ¢ 6 - -
s1 4. Topographic contours taken form map provided by the
it a u i v pr owner 4 not from survey by Parker 4 Associates, Inc.
id 10 11 I8�-5 c 9 �z' ° +`. 9bz�• Imo' 13 �•, O�; 5. For additional details, see plan * rofile5.
Install Silt Fence , y�a�• f3 &-- F.F. 31, _-------- -~ ��-- ----`" . % F.F. 32.0 p p
�i o 'c F.F. 31, `9q . ` C F.F. 32.0 0o r;
� Clearing Limits 4.1 e a ' \ �� o �. � G. There are no wetlands on thl5 Site.
Along this side.
Repair ` x \�, y�,� ( 9a�•b \ / Repair EROSION & SEDIMENTATION CONTROL NOTES:
•mac 4 ,
Tract i , Septic 9b�'o r'}'�t� ,' cp ° �`, �Q ° �Q.c t>x �0 �' % I Septic 10 1 . Construction Sequence:
M.B. 30, Pg. 18q
P pt / A. Notify Town of Cedar Point, Engineer, Owner � Division
William Terri / -
r O 1
Farrington ( ~+�' 1 Wooden Wa ways /
of Land Quality prior to beginning construction.
D.B. q54, Pg. 367 � ..,, (TYP) tt�•d4•-� � 7 ,t Btdg_6 �` �
B. Install stabilized construction entrance prior to
Install Silt' Fence
B-3 Zone Repair ' Gr a areae-kn F.F. 2q.3 F.F. 25L \ 30 �r'
�� o G Grade areas in Repair 0 Clearing Limits beginning construction.
r u' L front f build, , , G >,. front of b dings L u
t{ p Septic ,i3Jdg. 11 - ` 'b d , �, r ' < 1B dg. 2 Septic Along this side. C. Clear � grub entire area within clearing limits as shown.
to s flow �; '9,, �; P Q i✓o to sheet tow a N
o c . , o c � t a a F.F. 31.8/r D. Immediatelyinstall silt fence at clearm fimlt5 prior to be innin
construction.
across king c \, Q r / P across king c�' g p g 9
0151' - Iron Stake Found r ' lot `
tot / / E. Install Storm drain pipe, catch basins 4' drinage 5wale5.
0155 - Iron Stake Set l� daTi2 12551 ® ® ® ® ! \ `, 9. /l p
Immediately construct Sediment traps 4- rock check dams
` R/W -Right-of-way
30.0 where shown. Within 15 days temporary seed 5wale5 if
\ - Centerline va /� a not in final condition or permanent Seed if in final condition.
,MBL -Minimum Building Lin cn u NV�A ` ------ A
-� - �`, Grade \ area in f*t of buildings `.Asphalt 4® 1^looden Walk ays F. Strip topsail stockpile for inter use.
5`T-- J0'-x--7-Q'_Sight Triahgle -'
Lighth USe Lane G. Rough grade site.
-' � � Q to s t flow aer,••oss i lot Dive (Typ) ' ''- "
Street 5i n-" -�- ` , 29 __ _ _ ...- H. Instali water mains, (See Water Plan).
i. Fine grade drives, place CABC over compacted subgrade.
--a- - g Septic ,,' , ,� � �, Septic
` Repair
Stop Sign Repair 6• �l / p Install asphalt Surface course.
,\ 6• 6' `28 ® i 'I J. Seed, fertilize mulch all disturbed areas within 15 days
Existing Elev on \ / E3' F7 7� �� 7� 7• .
! of competing any phase of the grading work Apply
30'
�` 'r temporary seeding if any area is to be disturbed again 4
` 30
9.0 i'1'9 os�d Elevation 55 5T#7 RCD g 8' C RCD ST#8 g, RCD / T#9
F�- {� -
... ... ... ... .:. .. ...0 .. ... ..� ... ... ...�_; , 271i ... ..S5' 5 wale � 0. permanent if areas have been final graded s accepted
VA - H/C Van Accessible -,-- :1 5 )
i 7. / :1 Swale 0 0.5 _...
x 28 I 15' by Engineer Owner, (See Water Plan).
' RRA 5:1 S e ®O. 7 G. r 2 Seeding specification:
A -Pipe Label r i0 GL i r 30' GC--T'-' , • 10 ' Apply lime * fertilizer # work into Seed bed. Seed mixture shall
GL , 30 ;? gp GL GL GL
Inv. Out �t __ V - nv. in rr I , 1 be distributed uniformly covered with a clean straw mulch.
®RRSP -Rip- Scour Pad I` i ', 25.5 � _ --' S.7 r .--� , Mulch shall be crimped or tacked to help hold in place.
RCD - Rock Check 1)am"-----t ' -
\ 27 `� / Material:
Application Rate
ST # i -Sediment Trap , \ '
' N/F Lime 1000 lbs./Acre
CB -Catch Basin - ® ! Natter Goepel
8. e• , Portion of Tract 'rl ® Portion of Tract 4 Fertilizer (10- 10-10) 600 Ib5dAcre
r a , Portion of � act 2 ! � �
il-YL- Yard Inlet r M.B, 28, Pg. q74
r , M.B. 30, P 18q i 8.-B. 30, Pg. 38`2 I . i" I.B. 30 P 382
RCP - 1Kemfarcezh-6 crete Pie , iAssociates,LLG .� y DACE Enterprises; LLG 8. , Aa it 5ua�t +P 0.5� g' B-i Zone Mulch f .5 tons/Acre
� p ! , r RBF •1 Swale; ®0,5 _ , •--- � � ! Kathryn Ferguson.
' ` r D.B. 1041 P' 81 �'+ t ! D.B. 1041, P,g. 82 ` `. Henryorham Jf
CPP Corrugated Plastic Pipe r ! f Q r , r - `' Y '
r ,r ` r� Pin# 53741285P841000 , , Pin# 53741275'9667000 25 ., o `, D.B. 1043, Pg. 408 ' Permanent Seeding
-si- -Flow Arrow r ,.,mils I Block �5 �"' °J "Rebel Fescue" 100 Ibs.lAcre
r --�' Stock 8i5 Gteari •� Cteari L' its Cteari Limits Q 5:l Swale 0 0. -Rin#--r5&74l2756456000
Oi rrr, N i ` Block 75 Common Bermuda
-Swale Labe1r 1, '
i + ' 1 I :1.,-a Future \ FI (Hulled April i Sel:�t. I) 50 lb5./Acre
Development`` O A .� , -. ,_ _
(Unhulled Sept. I - April 1) 75 lbs./Acre
- Ditch ar Swale + `� 1 Asphalt Swale ® 54X j,Ya e / Rye Gram (Sept. i -April I) 50 Ibs:lAcre
O , German Millet (April i - Sept. 1) 50 lbs./Acre
Silt Fence �� ''
�� YICB ',
5f - ' r ' _ _
w ' r ' `
CL - Clearmrg Limits '------- - 2T`! ', , • -' Top 28a ; r
`` �`�----'' _ : Inv. 25.q , 27
id
YIC%B/ inv. Out t5r . ''---`_ . _ m_._ + Temporary Seeding
- Wetianels Line I Top /27.6 / ; I i
15' 25.2 �`�� Inv. Out � + { ___ __- ._-. l Future. Dec. i -April 15
- Woody Line Future i __ ,'! Inv./ 25.4 ! / 25.7
RRA , KRA i 5. , Develo ent `
- - - Waten Line ( Development ', - , r' ! Koba LeSpedeza 50 Ibs.lAcre
BO -Blow-off r J, 7. , : :1 Swale 0 0.5 2s r' -
Rye Grain 100 lbs./Acre
r , 01 15 15 , 5:1 5wale @ 0.5 0 ire r l' ! April 15 - August 15
P.T. -Plug Tapped �---____, , r 15` , e. ,-[Ctecri_ n� Limits '
`.\ r i t ,- 127 --
FH - Fire Hydrant I ` , German Millet
40 lbs./Acre
r August 15 -Dec. 15
i i, f 1 r �` t
® GV -Gate Valve \ !` ', `, � r � �� � � ._ __ ...
p win -Water Meter m 50 Roads To 2s 50' Road Ta r
,> Rye Grain ! 00 lbs./Acre
o PP -Power Pole � • N N , N Remove Exi ling 18 RCW , 8. �
3. Upon restabilization ofalldisturbed areas f 5wale5 contractor
and re lacy ,with 24 OCP a Wide 9• 28 _ _ _ _ e-- shall remove all temporary erosion control facilities 4 grade,
-¢- LP -Light Pole Install RGD arot�rad inlet / '��� 36' Wide � r
'--- _____ As halt ,I 0 �� er / a halt 9.
t- GW - Guy Wire 2s ---- / ,\ ,-` grass * mulch the areas.
8' '� ns RCD aro inlet n 4: For additional information, See erasion control 4- storm water
PB -Phone Box Tie Pipe °F" tnv. Out 1 2s
To Exist. G.B. Inv. Out 3:1 Swale @ 0.5 24.1 i Inv. in ; + i , ` \ J permits and other plans.
❑ EB - Electric Box a , Inv. In
0 Exist. Inv. 5 23.2 24.4 �, RCD , 8.
w5 -Water Service I F � G _
sl -Spunkier Line 24.8 ;
..,__� � ' , ci RCD �` � , 5� i i r 57#4 4 RRA RCD f `l
/ T i 15- RRA RCO , i ir-�._-... RCD ... ...
. -
7.45 ------------- _ Exist. _ - _ . -
------------------------------- -- _ -
---------- 7------ 2$iTZ = ----- -- $ i - -- - _+28•A4! ,
27.65---------------- _----- - - - - - - - - - - - - - - 28.42' 28.01
T � �__:ii '� 2y- - TOG
- tit1L�5 i ia[)� - - - - - - - - - - - = = =--- -- -- ---- -----_ - __= =-= t-_-____ xL 11ng '-�_ - - = - r -- - - -
--��--------- --- -- - - - - - -- - = - -= - - - - ---- -- ---------------- -- ----------- _ --- = ---------- - - - - - - - - - - - - - - - - - - - - - - - - -
------- - - - - -_ ---_- - - Exist. 24" R�P� '- CB - TOG $ 67 , 1=xist CMG
- - ---- - -- - _ Exist CMG TOG 27.45 Exist. 24 RCP Exist. CB TOC�27.gO - TOC 28.16 TOC n Inv. Out TOC 28.gi' TOG 28.64' TOC 26.33' - ::
TOG ° 5CC 27.38 BOC 27.66 28.47 " TOP 27.75 TOC BOC 8.16' BOG 28.43' , , ::Exist- GB
TOG 27.21 BOG 26.g7 27.68 ,� TOP 27.04 E ri 24.6 BOC 28.15 SOG 27.56 H TOP 27.28
BOG 26.70 ii INV 22.64 Exist. 18" RCP- -:INV 23.45 Exist. Asphalt Road Exist. 15" RCP--.---�ii iNV 23.58 APPROW-17
Exist, 15" RCP ii ii ! (05'+ E3-g ;; NOITI'H CARD! li'A
_ it - --'"Tl-'- - - - - - - "'E - - - �....-•..-__ - - xitAINAGEice':. _ t1 4ia#Y4}t#
DIVISI N OF ViA-FE,1 C';,," fY CAR .
"- Stabilized - - - Stabilized Remove Curb t Gutter Replace ! :�}
Construction w ... s. / +.
Construction
Entrance i Entrance with D.O.T. driveway cut and N/G lL7-yi�i� -t "J=,°�`N.G Highway 24 100 R/ W ramps. Install GtG To ww L;ne Date� N • W
_Exist CtG - � - - - - - � - - - - - � - _. - - - - - - ____ - _
_ _ _ Exist ffG � �✓ f.�,S�jl� +91
� R/W
R/W Remove Curb 4 Gutter Replace ' -- I (f 4 jlt l' t.t,
with D.O.T. driveway cut and H/C I I r �
..,
ramps. Instali CtG To R/W Line I Q I ®.',f' i1 `
�'�la9}rtp ;,•,,
NOTE: DRAINAGE PIPE CHART SEDIMENT TRAP CHART SWALE CALCULATIONS Grading, Drainage, Erosion and Sedimention Control Plan
Contractor shall insure that he and all his workers (contractors, OUTLET
subcontractors and other site personnel) do not damage construction AREA Q10 DIAMETER GRADE LENGTH VELOCITY Sediment Disturbed Volume Size Channel Velocity Velocity THE VILLAGE
stakes or other measures used in laying out the project whether by PIPE (acres) (cfs) (inches) (ft / ft) (if) (fps) Trap Area (Acres) (Cubic Yards) (Length x Width x Depth) Area Q10 Side- Slope (bare) (grassed) the Engineer or another entity including those under the employ of the A 0.2 1.3 15" RCP 0.0056 18 3.2 #1 0.12 9 14'L x 61W x 3'D Section (acres) (cfs) Slope (ft/ft) (fps) (fps) AT 1'yA`• E S BAY
AY
contractor. Contractor shall cause his workers to observe and verify B 3.6 18.1 24" RCP 0.005 52 5.8
to the fullest extent practicable that stakes, other measures and grades C 1.1' -4.7 15" RCP 0.005 36 4.2 #2 0.20 13 201L'x 6'W x 3'D 1 - 1 4.7 23.5 3:1 0.005 2.7 1.2
are, or appear to be, accurate and correct, and immediately, but prior D 0.2 1.3 15" RCP 0.005 18 3.2 #3 0.30 20 301L x 61W x 3'D 2 - 2 2.3 9.9 5:1 0.005 2.9 1.3 White Oak Twp. Cedar Point, Carteret Co. North Carolina
to any associated work, notify the staking entity of any potential conflict, E 1.3 6.5 18" RCP 0.005 52 4.7
error or estion regarding the work. The Engineer shall not be responsible #4 0.12 9 14'L x 6'W x 3' D 3 - 3 0.3 1 .3 5: 1 0.005 1 .7 0 • g Developer:
q� g g g p F 4.8 24.1 24" RCP 0.035 16 n/a Cedar P®lilt Associates, LLC
if all of the above measures are not strictly adhered to. The Engineer shall #5 0.30 20 301E x 61W x 3'D 4 4 5.9 29.6 3:1 0.005 4.2 1.9
not be responsible where due to damage, his staking can not be verified. Q=CiA RCP = Reinforced Concrete Pipe
For critical or costly components of the work, where the contractor believes tc=5 mina CFS =Cubic Feet per Second #6 0.20 13 201E x 6'w x 3'D 5 - 5 0.3 1.3 5:1 -0.005 1.7 0.9 d816 Clarendon
that staking may not be preserved, the contractor shall request the staking i10=7.17 in/hr. LF =Linear Feet #7 1.20 80 801E x 9'W x 3'D 6 - 6 1.2 6.0 5:1 0.005 2.5 1.1 Emerald isle NC 285g4
entity to place staking in an area where its preservation can be insured. C=varies FPS = Feet per Second #8 1.10 74 47'L x 91W x 3'D Q=ciA Friction Factors
NOTE #9 1.20 80 80'L x 9'W x 3'D CN'(yevzes i10=7.17 in/hr. n=0.02 Bare Earth DATE 08/31/04 �PAPt-{lC GALE:
1. Contractor shall use invert elevations shown on plans n=0.05 Grass 009
50 100 150
1. See site plan for typical section locations. I� ll 1
for construction. Grades shown above are rounded. Design Standard - 66.7 CY Sediment Trap Volume per Disturbed Acre. v=1.49 R 2/3 S 1/2 SCALE 1 =50
2. Pipe lengths in chart are from centerline catch basin g p p 2. Sections selected are worse case sections. FEET
to centerline catch basin Actual pipe lengths may 3. Line all swales with American Excelsior n 7,. QQ�,,
vary due to size of the catch hasin• Parker & Associates, Inc. f wort
Rev. 02/16/06 KNW - Extend tract 4 phase line, rev. swales Curlex Blanket, after fertilizer, seed & mulch. Consulting Engineers -- Land Surveyors - Land Planners
Rev. 02/08/05 KAN - Move Bodie Dr., rev. boundary P.O. Box 878 2854E-0978
Rev. 01/17/05 KHW - Move swale, add Lois Drive FIELD BOOK: N/A
DISK. NAME: ACAD 811 306 New Bridle Street - 28540
Rev. 10/21/04 LAM - adjust parking, phase tines, # septic areas FILENAME: cedar_gen.DNG GVP Jacksonville, North Carolina
Rev. Oq/15/04 LAM - per PA) check JOB NO:: 50.40818-3735 Sheet 2 of 4
Phone [phone] - Fax [phone]
I
r `
9�r
I r 10 r
�_,
r 11 r
7
r g r
Magens Bay
-
I
I
I
Subdivision
M.B. 25, Pg. 622
R-20 Zone
Fy]
LLnLLL
f , CL
Guild up outside of rear Phase IV Phase III
; Phase V , '
' o s

WATER NOTES:
I.. Potable water supply to be by West Carteret Water
Company (WCWC). O
2. Sewage disposal to be by individual septic tanks on
each lot as approved by Carteret County Health
Department. 0
3. Contractor shall hold a current PU (water and sewer line O
installation) license and must be approved by WCWC,
r 13 , \ - 4. -A preconstruction meeting shall be conducted with WCWC and xy reed G
- _ r e
r _ ( - ( ( ( r ` I r 10 r 11 1 r 12 i I _ � 15 r certifying engineer. 4 for
5 t I 6 7 r I 8 ( -� �, I \ Ma ens Bay \ _ \ - 14 r 5. As of January 1, 1986, anyone digging with @ �. ( p
g Y I , _ \ mechanized equipment in highway right-of-way, private q o 0 -'0 G
Subdivision N
M.B. 28, Pg. 622 utility easements, or public spaces will be required by e� �• L C a
i I North Carolina law to give notice of the proposed s�7 10 0 � e
R-20 Zone 9
,
\ excavation to ail existing area utilities at least 2 L/rr� 1 0 o G a r t C r C t
working days before starting to dig. The utility owner �
Crystal Shores is to locate its facilities in the areas of the proposed
d r
Subdivision excavation.. Utility members of ULOCO can be
ry� - - M. R-20r Zogne712 contacted at 1-800-632-4949. fl
L L u L L L L L L L c L 6, Locations and/or elevations of existing water mains are 69 SITE fl.
approximate and shalt be verified by contractor
u v v u u u o o u u v prior to construction. 7. All water mains to be PVC ASTM D-2241, Vicinity Sketch
I PVC 1120, SDR 21, 200 PSI pressure rating.
?�' I g
� I Not to scale
Phase VI Phase IV Phase III 8. Fire hydrants to be American Darling Mark 73-B
Phase V Phase I Y g ( )` TRACT DATA
�N Open Space q. Water mains shall be buried with 36-inches cover with
2 L .L LL phase II N/F detectable tape buried 12' beiow finished rode. Copper
�tl n a Q Walter Coepei locating wire shall also be laced g ptx PROJECT ACREAGE - 8.40 AC.
4) 9 p on the main. (REMAINING COMMERCIAL DEVELOPMENT - 6. `18 AC. )
o u O en 5 ace D.B. g03, Pg. 113
tt} ty qC 1Y t7 P 10. Contractor to toy water mains at extra depth to avoid
G! u /� B-1 Zone conflicts with storm drainage or other facilities: GROUP HOUSINGTYPE - CONDOMINIUMS
��a `� +i/ DENSITY - 8.6 UNIT>IACRE
dq�h y� dui 9�e z, ap y^ p�� it. Contractor shall notify the certifying Engineer and the N0. OF BLDGS = 12
L o4 G �� �: r P` WCWC at least 48 hours prior to commencing an work
T
o 0 p g Y NO. OF UNITS = 6 UNI"I'SIBLDG.
9 0 =- 7:. UN T.;
>,. u ¢ •L inspections, sampling, and pressure tests. N0. OF BEDROOMS = 2 BEDROOM/UNIT = 144 BEDROOMS
Qi +� - - - 12. Chlorination and pressure tests are required in the NO.BLDG. HEIGHT = 40
presence of the certifying Engineer and WCWC.
Se S`• 1 a. i0 iB dg. q 'p ` iY p' Y 9 9 PROJECT AREA COVERED BY CONDOMINIUMS— 1 :1
d id Y� a y� o� Bldg.
3 y� o� 13, Contractor shall furnish negative bacterial analysis SPACE"'
�rQ'cl�q'c p �. •� ��0 F.F. 32.• � i 9 Y N0. PARKING JPACE.� = 2/UNIT 199 E•'ACL.;
Uf 4 E.l� _ 9�t, results and 24 hour chlorine residual results to the (12 H/C total)
,Q certifying Engineer. (4 Van Accessi.blp)
Repair 14. Contractor shall maintain comprehensive (depth and EXISTING ZONE = B--1 ('GENERAL BUSINESS)
Tract I x,9� bpi Repair " PERCENTAGE OF OPEN SPACE -- 40
horizontal locations Field As builts for all installations Septic .a . � e o e "9bf• •�t, )
M.B. 30, Pg. ]act\ �e4'e Septic and submit them to the certifying Engineer and WCWC.
William * Terri'P<i/,f/�r rj� %. 15. All units shall have individual water services installed by NOTES:
Farrington 1 \ tV i the contractor.
D.B. 954, Pg.. 367 u ( I " id 8 M f�/ - 16. Ali water system installation materials and actives 1. Property is located in Flood zone X which is not a flood
2 ws t- 11�g. 6 1 1RRlGATION / %/ ,%/ Y practices
i� Y
5-3 Zone Repair C� ® F.F• 2q 3 F.F. 2q•3 0 G ( I " f/ / hazard area per FIRM CPN 370465 5374J
F.F. 30.3 x,. LI W! RPZ .4 al %// Repair shall meet WCWC specifications. Contractor shalt get Effective 7-16-04
Septic fida. ilit u L S� So �. Q oo Ij` materials rea roved for to installation.
+� 6 b a t L u ld p pp 2.This tract is not within an areas of environmental
Legend : F:F. 30 O >z ��'c �� 9� �,c P Q ;, Septic 17. Grip rings shall be used for all NJ fittings. concern. Y
O15F -iron Stake Found u� tY 4 9
a / ' < s2 a F.F. 31.8 18. For other detailed construction notes, see specifications.
win 6" TEE � ux�n � �' ,/,i' /i,
0155 -Iron Stake Set ld - -- - - � - - - - 0 � I - - 4'{typ 2-6 GV
r
M - Ri ht-of-wa @�. 12 - - - -
9 Y
- Centerline
MBL - Minimum Building Line 10. A1,, 10'
5.T. - I O' x 70' 5ightTriangle I Asphalt
hthouse Lane
-e -Street Sign Septic
LigDrive l
Septic i
Septic Building 8uiiding
- 5to 51 n Repair
p 9 Repair
O - Existin Elevation la IRRIGATION + i {
7 g I 2 Potable
LINE WITH RPZ I " 2 r
" ate Service
9.0 Proposed Elevation (TYP.) 6 TEE 6 TEE 6" PLUG TAPPED 2" N
VA - H/C Van Accessible 6" GV b" GV 2" BLOWOFF A55EMBLY 1' Tap and RPZ back flow Stop Plug Lines / -'-
6i' FH 6" FH proventor for irrigation I i 5' From Building
line.
Pipe Label 6" PLUG TAPPED 2" (00 PVC Water ( 6" PVC Water 2" Water Meter and I (�- '4" Sprinkler Line
�-/ 2" BLOWOFF ASSEMBLY 5' off Utility
5' off cop TAPS AND SERVICE LINES dual check' b WCWC 6' x 4" Tee
i 10 Utility. Easement centered I
R125P - RI Rap Scour Pad { - I , " a ---
p p 10 Utility Easement centered SHALL BE .INSTALLED.. PRIOR 6 Water 4 G.V. :. � � �--.._..� •
ARCD - Rock Check Dam ( la water main. Psi
_ -
landscaping on water main. No TO PAVING.
5T # I -Sediment Trap is allowed within casement. landscaping 2" Tap t Gate Valve
CB - Catch Basin is allowed within easement.
YI - Yard Inlet Portion of Tract 2 Portion of Tract 3 Walter Goepel
Portion of Tract 4 --
M.B: 3o Pg. i8q � M.B. 30 P sae , M.B.28 P q74 TYPICI�..L. POTABLE WATER SERVICE
RCP Reinforced Concrete Pipe RBF Associates LLe g• I I M.B. 30, Pg. 382 g• AND SPRINKLER LINE LAYOUT
.,.., DAB Enterprises, LLC 1 B-i Zone
CPP - Corrugated Plastic Pipe I D.B. 1041, Pg. 81 D.B. 1041, Pg. 82 N Kathryn Ferguson
Pin# 53741285284t000 Q r Pin# 5374i275g667000 > 4 Henry Gorham ! Not to scale
v D.B. 1043, Pg. 405
•.a- -Flow Arrow .•-+ o Notes:
Potable service line to
Block 85 ,y, 6� Block 75 Pin# 537412756458000 p, valve water motor,
011 NOT(:: ALL I3Ll`iC;KfN<"� 70 BE 2500 t.B: C,ON(.f1lL.
U � Q m
- Swale Label 9- Block 75 and dual check are to be provides! and
•�-+ Future I I I installed by WCWC. Potable service from TYPICAL BLOCKING DETAILS
'Tj 6 PVC WATER dual check to building by owner.
Ditch or Swale
Development p I 5'_ off EOP 2. Irrigationp line to and RPZ shall be by
... -� sf the owner.
fence, U
Silt
Slit Fe
3. Building sprinkler tap sair d. main to be
Cl_ g
Limits
( by owner.
- - - - - Wetlands Line ) 4. Sprinkler
system shall include a meter
- Woods Line I I and double detector check valve backf tow
Future Future f
- - -Water Line
Development I Development preventor in the mechanical room of the buildings to serve the sprinkler line.
BO - Blow -off 5. Sprinkler line shall not be tapped for P.T. - Plug an Tapped ( ' Y reason..
fH - fire hydrant
® GV - Gate Valve
0 wm - Water Meter i
O PP - Power Pole I
1 f
+ LP Light Pole
i- GW - Guy Wire I I
I I I
CONCRETE Z l TRUST BLOCKING SCt 1EDULE�
CONCRETE 5CHEDUL.E
VERTICAL BEND5
FITTING
BLOCKING AREA
(gQ, FT,)
MIN. CU. YDS.
CONCRETE
MIN. Cu. YD5.
CONCRETE
SIZE
TEE
q0'
1 45'
22 1/2'
TEE
q0°
45°
122 i/2
90°
45'
22 1/2'
4"
0.8
1.2
0.7
0.3
0,13
0.13
0J3
0.13
0.7
0.4
0.3
6"
Lq
2.7
1.5
0.8
0,13
0.13
0.13
0.13
1.3
0.9
0.5
8"
3.3
4.8
2.5
1.3
0.13
0.13
0.13
0.13
2.6
L7
0A
10"
5.2
7.3
4.0
2.0
0.13
0.3
0.13
0.13
2,5
2.8
1.5
l2"
7.6
110.(.1
5.g
2.9
0.3
0.4
0.3
0.13
5.6
4.0
2.1
16"
13.3
18.q
10.2
5.2
0.5
0 9
0.4
0.13
9.8
7.1
3.7
18"
22.5
32.8
17.3
S.g
0 PB - Phone Box I( I I I NOTE
a EB Electric Box I I I I I I AREAS OF BLOCKING AND APPROXIMATE YARDS OF CONCRETE IN THE A50VE TABLE
j ARE BASED ON THE FOLLOWING DATA: 2000# SOIL PRESSURE AND TEST PRESSURE
51 -Water Service ( I ( I / AT 150 P.S.I. (BLOCKING AREA SUBJECT TO CHANGE BASED ON VARIED SOIL
- Sprinkler Line '' I I I ( / CONDITIONS AND SHALL BE DONE SO AT THE DIRECTION OF TO
4)I I E EN GINEER),
R/W---- --- I I
Exist C$G Road Bore --------------�-_------------=EXist GTG --
410 LF 12" Steel Casing
-_ (See Detail) Exist. Asphalt Road
Krff H C' 'R l
8"xfc" TAPPING
Exist. 8" Water SLEEVE W/G.V. 13i�1s� iI t t C �.; t Y
Exist CMG N.C. Highway 2 R/ W � CA
- �.-------_._-------_-_-- _ __ rid&c8 ,,������,, 'i aaaa. j J,J*ss
N C. - 4 �OOi 2 SWING qo' BENDS Exist CMG 'G" ^�� t v•,`�.. y , 1 -
GV Star.,. Ktar N�;Ini; ii.c�k��
R/W PRECA5T CONCRETE COLLAR ( r` 1
(If NOT IN ASPHALT IN5TALL PR--CA5T C/�' American Darling (Mark 73-B) „ R/t'l ; Jr
CONC. COLLAR AROUND VALVE BOX) ' I ✓� a GxISL. hinter-
C) ..., I with 1-4 1/2 y
PAVEMENT OR (IN A5PHALT, VALVE BOX TO MATCH ASPHALT GRADE I ;-q pumper nozzle p {�
FINISH GRAD£ VALVE BOX COVER I 4 2-2 1/2" hose nozzles
i a Q i
CO Water Plan
:`•: 12' MAX. tool R/w THE VILLAGE
TAMPED EARTH 24" Dia. precast
THREADED COUPLIN
FOR CAP OF 2' CAP Ct- Hwy 24 Existing 8" Water 211 concrete collar
VALVE i30)E---- BLOW -OFF
2' PIPE TAT MAC NS BAY
24" LONG 2
BRASS NIP P 24' LONG 2' ` `�/\ \\/ �� \�\\ Nhite Oak Twp., Cedar Point, Carteret Co., -North Carolina
BRASS NIPPLE r 2" BRASS /�l /�
•.• • Proposed Wx6" Tee �i \ Developer:
90 BENDc
WATER MAIN (THREADED) Ston E with G.V. Dewey Bros. VBX-TE-100 Cedar Point
Associates, T
••#67 •STONE•` • Drain p o v box or approved equal 1 `L L LC
CONCRETE valve
10' Min. 5' Min. �� � m u g816 Clarendon
2 GATE VALVE • (1RON BODY m 2- q0• Bend to be properly / 00
" LOCKING p � \ �, 6 gate valve
restrained, rodded, and blocked / �`p�
MECHANICAL JOINT 6" Water �\ ��JO°o`' °fl 1 M.J. locked hydrant Emerald Isle; NC 28594
tee or tee with
VTHRUST COI ER Cl PLUG TAPPED 2" �\ �'_ �'_approved pipe I-
q0 LF 12" Steel Casing /� O restraint GRAPHIC SCALE: i -50
NO PLASTIC OR GALVANIZED SCREW FITTINGS BEFORE VALVE. ' DATE 08/31/04
MAINS LARGER THAN 12', USE 6' BLOW -OFF ASSEMBLY, NO PLASTIC Install ductile iron pipe from j� �� /���\ 0 50 100 ISO
SCREW FITTINGS PERMITTED IN ASSEMBLY. tapping sleeve thru casing Ductile iron pipe Concrete thrust block jj II 1
Rod ductile iron I to casing placed against iSCALE: ! SQ FEET
BLOW -OFF ASSEMBLY DETAIL (SECTION) p toppingssleeve undisturbed earth //�
Rod q0' Bend //��/ r Foster Hydrant Adaptor Parker & Associates, Inc. ing HoraREVERSE TAP BORING DETAIL to casing
Consulting En ineers - Land Surveyors - Land Planners SY,sp "as
Qcv o2lt5 �oS ML9 - Fa�.�® 'Z'Rwcz 4 Pµwse l..rG NOT TO SCALE
Rev. 02/08/05 Moved i3odie Dr., chg. boundary, revise notes * dtts, per WGWG Not to scale $ � y
Rev. 01/17/06 KHW Rev. win and added irrigation line and Lois Drive TYPICAL HYDRANT (SECTION) Min' of -5--cubic feet ofQge FIELD BOOK: N/A P.O. Box 978 - 28541-0978
Rev. 10l21/04 LAM - chg water location, meters #sprinkler tines -- crushed stone for drain DISK .NAME:. ACAD 811 308 New Bridge Street - 28540 ,;�-. •:
Rev. OWlS/04 LAM Per PAl Check Not to scale FILENAME: cedar_.gen.DwG GVP Jacksonville, North Carotin&
JOB NO.: SO40818-3735 Sheet 3 Of 4 Phone [phone] Fax [phone]

a
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MAINTENANCE
1. SEDIMENT SHALL BE REMOVED AND THE TRAP
RESTORED TO ITS ORIGINAL DIMEN51ON5 WHEN THE
SEDIMENT HAS ACCUMULATED TO 112 THE DESIGN VOLUME
OF THE TRAP. SEDIMENT REMOVED FROM THE BASIN
SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH
A MANNER THAT IT WILL NOT ERODE.
2. THE STRUCTURE SHALL BE CHECKED REGULARLY
TO INSURE THAT IT 15 STRUCTURALLY SOUND AND HAS
NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION
EQUIPMENT. THE HEIGHT OF THE OUTLET SHOULD
BE CHECKED TO INSURE THAT ITS CENTER 15 AT LEAST
1.5 FEET BELOW THE TOP OF THE EMBANKMENT.
DRAINAGE AREA WEIR LENGTH
(ACRES) (FEET)
4.0
2 G.O
3 8.0
12" THICK LAYER
4 i00
OF # 57 STONE ON
5 1.0
UPSTREAM SIDE OF
GTl 1= cro lr . I.=
A
RIP RAP
NCY
JV
TOP
STONE SECTION
TEMPORARY SEDIMENT TRAP DETAIL
Not to scale
® USE STEEL POSTS OR
2"X2" OAK POSTS OR
s 4" DIAMETER PINE POSTS
NOTE: BURLAP SHALLo !cst
NOT BE USED. sir roc h
"`�a;c
WELDED WIRE MESH
6" BELOW GROUND
t NOTE
SPACING FOR WOODEN
w
POSTS SHALL BE:
1) 8 FEET MAXIMUM
t WITH WIRE MESH
DIRECTION OF OR
RUN OFF FLOY� 2) fo FEET` MAXIMUM
WITHOUT WIRE MESH
WITH EXTRA STRENGTH
WOODEN POST FILTER FABRIC
WELDED WIRE MESH
EROSION 4 SILTATION
CONTROL FABRIC COMPACTED N
-501L � 1
GROUND LINE
24" MIN.
EXTRA DEPTH REQUIRED
4" FOR NON -STABLE SOILS
8"
SECTION VIE
TYPICAL INSTALLATION OF SILT FENCE
NOT TO SCALE
51) CHANNEL
D
IN CHANNEL
PLAN VIEWS
D
112 D
;7 STONE RIP RAP 11/3 D INSTALL GEOTEXTILE
FLITER FABRIC UNDER
SECTION VIEWS RIP RAP
MEDIAN STONE DIAMETER = G"
1, D = INSIDE DIAMETER OR WIDTH
A OF CULVERT
2. MINIMUM STONE THICKNESS TO BE
TWO TIMES SPECIFIED STONE DIAMETER.
1121) PERMANENT RIP RAP APRON
W CHECK DAM WIDTH NOT TO SCALE
D= DEPTH OF CHANNEL
dm= MEDIAN DIAMETER OF STONE
--"-j OM
B
TOP OF PLAN VIEW
CHANNEL G„ G"
W = VARIES CHANNEL TOP 1 2"
112 W 1121)
(CHANNEL)
s D
1 /2 D i I IF-- /2 D FLOW
Rev.
01/17/05
KHW -
Add
H/C
ramp detail
Rev.
09/15/04
LAM
- Per
PAI
check
CAM f din
L� 4" MIN
CHANNEL III #G7 STONE
BOTTOM
SECTION A —A SECTION B-B
NOTE: GIVEN DIMEN51ON5 ARE MINIMUM UNLE55 OTHEPW15E 5PECIFIED
BY THE ENGINEER FOR 517E 5PECIFIC CONDITIONS. VARIES
FORTIFIED ROCK CHECK DAM
NOT TO SCALE GEOTEXTILE LINER TO BE
INSTALLED IN SWALE TO
TOP OF BANK AND ANCHORED
PER MANUFACTURER'S
RECOMENDATIONS
. SWALE DETAIL
NO SCALE
NOTE: 51DE5LOPE5 SHALL BE AS SHOWN ON PLAN.
EXI5TING ROAD
2" Type 1-2 BCSC ASPHALT
Slope as
R/W
Shown 6ii 6„
Typ
C. 50' MIN.
LENGTH\\�\\�\\\�\\\/\
mom'
\�\/\\
CONSTRUCTION
ENTRANCE
COMPACTED SUBGRADE
PROFILE
I I•— - -�
8" GABC
PLAN VIEW
PAVING SECTION
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
NOT TO SCALE
Construction 5pecnccation5
I . Stone size - Use M5HA size No. 2 (2-112" to I ") or AA5HT0
designation M43, size No. 2 ( 2-112" to 1 - 112'). Use
crushed stone.
2. Length - As effective, but not less than 50 feet.
3. ` Thickness - Not IC55 than Six (G) inches.
4. Width - Not less than full width of all points of
ingress or egress. Minimum of 1 2'
5. Washing - When necessary, wheels shall be cleaned to
remove 5edlment prior to entrance onto public right -of-
g
way. When washing is required, it Shall be done on an
area stabilized with crushed stone which drains into an
CURB UTTER
'�'' NOTE.
approved sediment trap or Sediment basin. All sediment
` RAISED TRUNCATED DOMES WITH
shall be prevented from entering an storm dram, ditch,
I 9 Y
UTILITY STRIP
5r. 0.9 INCH DIAMETER 0.2 INCH
or watercourse through use of sandbags, gravel, boards
��
O, HEIGHT AND SPACED ON 2.35 INCH'
or other approved methods.
Q
CENTERS SHALL BE INSTALLED
G. Maintenance - The entrance shall be maintained in a
SIDEWALK
ON THE HANDICAP RAMP. THE
condition which will prevent tracking or flowing of
RAISED DOMES SHALL BE PAINTED
sediment onto public rights -of -way. This may require
p�P OR COLORED "BATTLESHIP GRAY"
periodic top dressing with additional stone as conditions
EXPANSION JOINT 3.
¢A PER NCDOT SPECIFICATIONS
demand and repair and/or cleanout of any measures used to
12:1 SLOPE (MAX.) a P�/
FOR ADA COMPLIANCE.
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights -of -way must be removed
P.C.
immediately.
12:1 SLOPE (MAX.)
-I
EXPANSION JOINT
tj -( 41-0i131- ,4,-0ii
rn
I BRAKP F
� -
PLAN
1>- 70 -
r -„',,, r�
T
GUTTER LINE
FLoNT...E NATION
71-01,
C--- ---
SECTION A -A
HANDICAP RAMP & DEPRESSED CURB DETAIL
Not to scale
20"X20" HEAVY DULY
FRAME AND GRATE
GROUT TEMPORARY
4' MIN. STAKE
FINISHED GRADE
so
SUBGRADE N
/` PROPOSED
SUBGRADE
N
-
II
II
TEMPORARY
51 LT
BA
BARRIER
PIPE DIA. + 1 2" MIN.
SILT BARRIER FABRIC
FABRIC
8" CONCRETE BRICK WALLS
OR PRECAST VAULT WITH
PIPE
EXTENDED BASE.
_ 4 MIN.
GROUT INVERT CHANNELS
8"
#4 REBAR AT 1 2" O.C. E.W.
OR MONOLITHIC PRECAST BOTTOM
NOTES:
1. BOX TO D IN ACCORDANCE WITH NC DOT STANDARDS. BOX TO
BE ENLARGEL% TO ACCOMMODATE LARGER OR MULTIPLE PIPES AS REQUIRED.
2. FRAME AND GRATE
A P P R1(
TO BE DEWEY BROTHERS INC. CH-BN-16
iiqq'1 H r ?f $ ' c 1
OR APPROVED EQUAL
55Ct
3. SILT BARRIER FABRIC TO BE 5YNTHETIC FABRIC MEETING
I�Iu10;.1 Gi 't,;,i L,r `, ; I {
N.C. D.O.T. STANDARDS FOR SHOULDER DRAINS.
4. ALL SEDIMENT, WET, MUCKY, OR YIELDING 501L MATERIALS SHALL
!"(
BE REMOVED AND REPLACED WITH COMPACTED 5ELECT FILL
PRIOR TO PLACING BASE COURSE.(
i
turrw;l`ater PCxl Ili NCI.
.�g
o j /'.v
YARD INLET CATCH BASIN
WITH TEMPORARY SILT FENCE
NOT TO SCALE
GRADING, DRAINAGE, AND
EROSION CONTROL DETAIL SHEET
THE VILLAGE
AT MA:GENS BAY
White _Oak Twp., CedarPoint, Carteret Co: , North
Carolina
Developer :
Cedar Point Associates, LLC
8802 Sound View Court
Emerald Isle, North Carolina 28594
SCALE: AS NOTED
Parker & Associates, Inc.
Hor22
FIELD BOOK: N/A
Consulting Engineers - Land Surveyors ` - Land Planners
baPlag
DISK NAME: ACAD 811
FILENAME: CEDAR-DET.DWG GVP
P.O. Box 976 - 28541-0976
JOB NO.: 5040123-3605 Sheet 4 of 4
306 New Bridge Street - 28640
a
Jacksonville, North Carolina
,`-
Phone [phone] - Fax [phone]