171-06 2005 Oversized Plans

INDIAN BEACH --\SR 1193 BOGUS SOUND
INDIAN BEACH
TOWN HALL _ _ --�� TOWN OF INDIAN BEACH
' NC HWY 58
SITE
SR SR 1192
- SUMMERWINDS
CURVE DATA
ATLANTIC OCEAN
VICINITY MAP
NTS
CURVE
..... - --.... -....
CURVE
RADIUS---
-50.00
CURVE
CHORD
DISTANCE - -
BEARING - - -­S
- 49.36
1 1 ° 6' 41 " W
CHORD
DISTANCE----
47.38
CURVE ---------------
--
--- )
CURVE
RADIUS .._..50.00
CURVE
CHORD
DISTANCE ....13.72
BEARING ---
S 47°15'5" W
CHORD
DISTANCE
13.68
CURVE ------------
CURVE
RADIUS
48.00
CURVE
CHORD
DISTANCE
BEARING
41.91
S 30°5'46" W
CHORD
DISTANCE°
40.60
CURVE ---
. ............_ .....
CURVE
RADIUS
42.00
CURVE
CHORD
DISTANCE
BEARING ......
21.99
S 20° 4' 49" W
CHORD
DISTANCE --
21.74
CURVE.....-----------
--
Q
CURVE
RADIUS ---- -.
150.00
CURVE
CHORD
DISTANCE .....
BEARING ....S
0. 80
35013158" W
CHORD
DISTANCE .
. . 0.80
CURVE
RADIUS
150.00
CURVE
CHORD
DISTANCE
BEARING
--96.84
S 5305248" W
CHORD
DISTANCE
95.17
HOFFMAN RD
CUR
NCDOT DRIVEWAY PERMIT SHALL r�-
--- BE SECURED PRIOR 7O DEVELQPytE --'
DRIVEIYAY TURNOUT SkiAS,L-SE� `
CURB BUILT TO NCQOTSI~A'NbARQS 84$.02•
_-°
---------------------
----------
~
`o 1
CUR@.
CURS. N/F
G NWY 5g�_
Z1 HEATHER DAWN VANDERS�OOT
PATK R�LIG- PIN# 633406471656\
DB 627 PG 25
<
19 62
_ SIGN
EXISTING DRIVEWAY - 2` ` /
TO BE REMOVED AND °
REPLACED WITH NCOOT -- i 6' CONCRETE
30 " STANDARD CURB d GUTTER �`�`
`
0 3s�
CURB ,()0.00E; �r 7 /-' RETAINING WALL. \ .�
CURB ° $l\44 TREES TO REMAIN. TYP --.r
N'Q \\ r I� t- STRUCTURAL BY OTHERS
`3
FENCE
-------------- R/W----------- f ; ��Ap'� �,• p�1 ;.--' A���
.•/' L - N
/ 59• �-'�' Z��� P �--" GRIP O• �,� _._- .---
NCDOT DRIVEWAY FER�I7 SHALL �Rtip SOg50�FAGE W,o
BE OBTAINED FOR ACCESS ROAD gLdD R6pAtR 4 / Vx
c^'
f' uRa r
�' h^ 12' G / 1R SVgSURF pGE
TREES TO REMAIN. TYF 2 i / `\ 1 �
i
I SU65uR�P '
N/F �.\� 53
SQUATTERS RESTAURANT. INC ; 1 1 ACjtV� ^�:Y0' N/F \
IE
PIN# 633406375513 j VEMENi 0`a � GE ORZP NO'Z °� j/`�„zh � �°%op `g' DPIMAS6334064PATSY GUTR \
D$ 8 : G 366 PA REpptFt 50gg0RFA /- c� 0� Ae•55 DB 447 PG 165co
\
I _ No• / -
= 4 . 164 l SUgSURF ACE URie / �, A,
Lg SUgSu S SS\fT 4© 21
`0co aLn
\
t /
i 1 t v dRle�JAC
S\35SURF
(n �� ! _ _ - ` jd80o „IS.00('` ��� r h' S 11 vo
� t �
Lij
Q ior+ 4 1 � ! � i ,. � 1�V6 SOgSURFAGE dR i` ��`-ti j A S�T6A�1C
1 ( e pc 120 CAM _
zo
4 e
OTHERS Q t _ 5 ` DING SPACES} _
F-- 1 PR PO E 62 U 64 PARK NG SPACES) L/S
(� �+ 1-12• pAft r
\ t LEVEL _21.i9{z5
(9
I N `�.® t P p RIC ING )-E� iftsT � � ��R � � 2 • 1 ` ; ' 1 _ DUTDUDR _ - IDDI '$ MASONRY
Lric
O) \ t 'i 1t, TERRACE _ POOL `
L/S CLUBHro SE �I r AMA SETBACK
CONCRETE PAVER �+ '
POOL DECKIlk, I FaO
ib4SAL RY L/S
SITE DATA N/F ? tZ E , _ :58 -`- _ - G��� POOL
SQUATTERS CAMPSITES CCvV�AN . 1 _
DECK
t _ _ 1 L/5 ' _ , 278 14 X.
14 WEB
PINst 6334103742c _ _
-• 6 02 ACRES t Z t _ - 9 L/S - L fi .1 WNWLooR
CURVE-------------------
- ----
O
CURVE RADIUS ---- --- --
150.00
CURVE
DISTANCE ....
20. 17
CHORD
BEARING .....
S 76` 13' 39 " W
CHORD
DISTANCE--
20.16
CURVE ----------------
Q
CURVE
RADIUS -40.00
CURVE
DISTANCE -----
56.34
CHORD
BEARING ..­S
39°43'47" W
CHORD
DISTANCE
51.80
CURVE
CURVE
RADIUS ------
28.50
CURVE
DISTANCE ­
47.66
CHORD
BEARING---
S 50016'13" E
CHORD
DISTANCE ----
41.92
CURVE........................
10
CURVE
RADIUS ----- ---
29.00
CURVE
DISTANCE -----
18.90
CHORD
BEARING -----
.. S 31 ° 56' 33" E
CHORD
DISTANCE -----
18.56
CURVE
... - ....... . .....
11
CURVE
RADIUS ---------
40-00
CURVE
DISTANCE -----
33.76
CHORD
BEARING -------
S 10" 54' 08" W
CHORD
D I STANCE - - -
- 32.77
TOTAL TRACT ,AREA---------------------------- DB 645 PG 3
SITE IS LOCATED WITHIN THE TOWN LIMITS OF INDIAN BEACH
ASK �
SETS °
_
-
i
6'
S' mESPMALK i���
f _ POD. uiG Bo
20_ cg>nA_- w
w
t
_ -um
NO. OF CONDOMINIUM UNITS
- _
°°
_- - ►rADINc +
Poa
2 BEDROOM - - ---- 48 UNITS
i °:
m
r
3 BEDROOM ----------------------------------- 29 UNITS
'
--'�-��~
s P OOL
DECK
4 BEDROOM ---------------------- - ----- 1 3 UNITS
y
t
n
'
_ _ _-.----
_
BOAFAY&ALK
TOTAL 90 UNITS
_ - -
INFINITY THRQ+ISii _-
CONCRETE
� _
1
STEPS
PARKING REQUIREMENTS:
-
2 SPACES PER MULTIFAMILY UNIT WITH AN ADDITIONAL-`t-�°K
_
SPACE FOR EACH ADDITIONAL BEDROOM OVER 2 IN EACH UNIT
,
60-
TOTAL PARKING REQUIRED -------------- 235 SPACES
TOTAL PARKING PROVIDED-------------- 203 SPACES - VARIANCE REQUESTED AND APPRC'r_L_
i
TRELLIS W/
t
I NE
OPEN BOTTOM -
_
DAONSTRUCTION
_ _
TO BEN 347270
ZONING - B-1
i
E 2634190
SETBACKS:
FRONT = 0
1 a
SIDE = 45
CAMA = 60 f 120.0 _
`c sT � -- ; TW,�O�EA��STRUCTION
BUILDING HEIGHT - 99'-0" LAMA_ls� =�i ocl_-
I '-
VEGE. 1
FLOOD ZONE - VE EL 12 ( ENTIRE TRACT) Q-5?ABBE t
REF CUMMUNITY PANEL 6334
DATED JULY 16, 2003 I `
MAP NUMBER 3720633400 J t
ALL SURVEYOR INFORMATION BOUNDARY, LOCATION 8, 1
TOPOGRAPHIC PROVIDED ELECTRONICALLY BY N 347189 1
SUITT & ASSOCIATES, P.A., 3609 M L K JR. BLVD, E 2633733 1
NEW BERN, NORTH CAROLINA. y
t
THE COORDINATE DATA FOR THE FIRST LINE OF STABLE t 1
VEGETATION IS REFERENCED FROM MAP: t
t i
TITLE: BOUNDARY LINES ON AERIAL ORTHOPHOTOS (SHEET 2 OF 3)
PROJECT: BOGUS BANKS BEACH NOURISHMENT PROJECT 1 _
2001 PHASE 1- INDIAN BEACH �15
• l,r
t
COUNTY, NORTH CAROLINA _ ss1°35` 4q W
DATE: DECEMBER 2001 --- _
PREPARED BY: STROUD ENGINEERING, P.A. Mtt)M LiNti__��
COASTAL SCIENCE &, ENGINEERING, PLLC
i
SHEET *Cl OF 11'-
PROJECT *: PM 1.589
DESIGN FILE *.1589/PM1589.DGN
TOTAL TRACT AREA = 262,350 SF (6.02 AC
g 32'21��
ATLANjIC OCEAN
NO 404 WETLANDS
EXIST ON SITE
N/F
STATE OF NORTH CAROLINA
D T " 633407671607
r-
'EPs A E VEGET A1: ' -
I
t
1
1
1
BUILDING DIMENSIONS
SCALE: 1" = 40'
t
i NOTE
HW �INE - SEE ARCHITECTURAL PLANS SH L1.1 & L1.2
- PROVIDED BY J DAVIS ARCHITECTS FOR
1 _ - DETAILS ON ALL OCEANSIDE AMENITIES,
INCLUDING BUT NOT LIMITED TO POOL AREA.
GAZEBOS, WALKWAYS. LANDSCAPING PLANTERS. ETC.
SHEET INDEX
SITE PLAN -
EXISTING CONDITIONS SITE PLAN ----- ---
GRADING & STORMWATER----------------
EROSION & SEDIMENTATION CONTROL PLAN --
UTILITY PLAN
WATER/ SEWER / SUBSURFACE DRIP ----------
DISPOSAL PLAN
SUBSURFACE DRIP DISPOSAL - -.--
INSTALLATION PLAN
PLAN AND PROFILE •--------
LIFTSTATION W/ METER VAUt_T---------
MISC. DETAILS
WASTE TREATMENT PLANT ----
ELECTRICAL PLAN FOR DUPLE_x ',IFT--------
STATION & WASTEWATER Tt,_e'VENT
PLANT
40 20 ! j# 80
I I I I I %%%ll//// I I I I I /APjA%D%%G%//m
.0
C1
C2
C3
C4
C5
C6
C7
C8
C9
---=- C10 6
-EE- CE1,
REFERENCE:
DB 627 PG 25
PIN # 633410379343
SITE PLAN
a"
0
z
LEGEND
AEC AREA OF ENVIRONMENTAL CONCERN
BOC BACK OF CURB
DI DROP INLET
EIP EXISTING IRON PIPE
EL ELEVATION
EPKN EXISTING PK NAIL
EX EXISTING
FE FINSHED ELEVATION
GW GUY WIRE
GWA GUY WIRE ANCHOR
HC HANDICAP
INV INVERT
L/S LANDSCAPING/PLANTER
LF LINEAR FEET
MHW MEAN HIGH WATER
N/F NOW OR FORMERLY
PP POWER POLE
PVC POLYVINYLCHLORINE
RCP REINFORCED CONCRETE PIPE
R/W RIGHT OF WAY
SW SIDEWALK
TB TOP BOARDWALK
TBM TEMPORARY BENCH MARK
TC TOP OF CURB
TSW TOP OF SIDEWALK
`"WITH
---- STING CONTOUR
-6 - PROPOSED CONTOUR
--� �- PROPOSED WATER
--��- EXISTING WATER
SEWER FORCE MAIN
---•--- SILT FENCE
_.._.._ LAND DISTURBANC LIMITS
REVISIONS:
No. I BY I DATE DESCRIPTION
2 1 BTU 1212106 1 POOL LAYOUT
3 IBTm 13li5lo6i PooL LAYOUT
1 5 E BTM 1911-1061 BUILUM ECEVAT1W I
THE GRANDE VILLAS
Q THE PRESERVE '
INDIAN BEACH, CARTERET COUNTY NOTRH CAR
CLIENT: INDIAN BEACH ACQU I ST I ON LLC
C/0
ADDRESS: WHISTLER INVESTMENT GROUP
8414 FALLS OF NEUSE RD
RALEIGH, NORTH CAROLINA 27615
PHONE: [phone]
STROUD ENGINEERING, P.A.
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
KT247-7479
mr, aa-0,
ONALD D. CULLIPI3ER P.E.
RE
RDC
DATE:
12/12/05
SCALE:
1" = 40'
1-4 1 - 0 ki

SHEET *C2 OF 11
PROJECT *: PM 1589
DESIGN FILE #.1589/PM1589.DGN
N/F
THOMPSON b THOMPSON INC. D/B/A
PIN# 633406843050
DB 530 PG 425 -,--'
-
�, CURB/
w�.-- Ll3h�5 tt
4u8 EX 18' RCP
CURS
-__-------- - -..' � EX 18' RCP
_ - f �` �•� NW`f _ �-�' e gT10, D -j� I! HEATHER DAWN VANDERSLOOT
\ r`
R �� ,�(�AQ IJ W %"`- / - 4s . r, .ti - 6 �� \ PIN# 633406471656`
` R �' 'pt;BL C / Y _ DB 627 PG 25
\ SQ� VAItIAgLE ;� i% \�-Concrete Vault
\ , W/ water Meter
\ \ f fl 19� \ ( • Vault
1.06.00
cub CURB F 82° OS E
�
-SEA BREEZE'"41�0�
� ° ,� OQ�'W00IPRIACY10 ++EX IS I NG WE 'L- B ABANDON D .� 1 ; i �� n� _ FENCE /
- ---- - R/W- --` A �, aa' . -i IN t>CCDR
;WITH STATE
// \t \$Q4"'`� OF NC F;UfES A I} RE ULATIOh15
DEM 4 -SH EX BL ILDI GS �r �\ "� 2(��g;�
_ MOBILE ROMP Gt J _ -
r t
,C_ � ^ o >Z� J - ----- if
URB (TYR)
t' C)Zr'` Gi?OLIrvD EL. _a��8_--PAVEMENT--
i4' CHAIN LINK: �' f ,.y' ;� {-- --ix'�L`�.^ i� if 1� -''- _-`-"��- - ._-.^-._._...,�� \ •�`I.. ! `sir t.. , t � lA`T-,
\\ \
y FENCE { / ` _ Ci�A1N , LINK
1 ( FENCE
SQUATTERS RESTAURANT, INC \
-\\ t f?ELMAS PATSY GUTRIE
PINS* 633406375513 � � �..,r � J- �\ ![�\ --- � i � / \` \ � , ��\�\ \ c.I-- _ - '1`'� , -
DB 718 PG 366 PAVEMENT PIN 633406471584
DB 447 PG 165 \
rnatitits�
----I - ..-�G`%"" i\� _ —_.---- --_\i,
- - - ^ .- � 4 1 - - _ % � _' tyr? ..,�'; d \ \\ t -z (l-
\ ' 4' CH TN LINw:
FENCk
G�l" r _ {{ -
j thtlt 1 ;lX
\ii i \.`, 1 Jl/1 f 1 \\ \ \t
1 1 11 `f - r_ /�� A\(
4 < t ii
MWI GRJIU�dt
t ' € , (/= ' MOBIL HOME I n W ii -P_ 12 � .1 3LA
/ 1 tTYP) f �,t i 11 _� 1 1 o i-FRAME BUILDING
LI.1 t ,t i I I r E 1 1 26 ENCROACHMENT
_j
_ '\ ACK
I Q 7 t I N;N PAVEMENT W
I }- _ t TB
j it Icn `
r CAMA E`
LiJ
Q
,
( I I r 1_ FENCEIN LINK
N/F i IL 'L=I I I " 1 L________________
SQUATTERS CAMPSITES COMPANY. INC. to i? 1 t r' ,
,
r J \ _ i � N/F
PIN# 633410374296li�-ter
STATE OF NORTH CAROLINA
DB 645 PG 317 # 1 fI l ,` ---' �1 1 cl� - '(� j >�
4 `�\ y PIN# 633407671607
A - ��� �✓�J ` 4 MOBILE HOME t
tT -=r
YP)-
1
im E
a ��- T T 1 WOOD DECK ; �J2 4- _
WOOD WALL tA� i I! r ! �� - �4
` 4' CHAIN LINK
n } 1 F FENCE / i i �/ jL a •- " "`--- J _
r-
j/
—
s
GRAVEL ` . PAVEMENT
�.__,.._
if
'CR Sr as DUN
_ CANIV� GEC AT1i0 `T r` f� _ - TOTAL TRACT AREA - 262, 350 SF { 6.02- AC
7
_-
- - -- - - - s J A522Z1
i------__---•-__ --
---7----_ _---
1 ___---- NOTES:
---------- _ -''l�- 1. THE GRANDE VILLAS C THE PRESERVE
IS A REDEVELOPMENT OF THE EXISTING SEA
g65144rW J _ f ci.AN(�� Q��pN BREEZE MOBILE HOME PARK.
5y°4 _ - 2. ALL SURVEY INFORMATION BOUNDARY, LOCATION b
i --------~ TOPOGRAPHIC PROVIDED BY SUITT & ASSOCIATES. P.A.,
3609 M LK .IR. BLVD., NEW BERN, NC.
3. LOCATE EXISTING TANKS AND DRAIN
_ FIELDS, REMOVE TANK CONTENTS AND TANKS,
i ABANDON DRAINFIELDS, IF ORAINFIELDS
_' -- ARE LOCATED IN NEW DRIP I=IELDS REMOVE
NO 404 WETLANDS TRENCH AND COORDINATE REMOVAL WITH
CARTERET COUNTY ENVIRONEMTAL HEALTH DEPAP-,74ENT.
EXIST ON SITE
40 20 0 40 80
SCALE: 1" = 40'
�p .....,..0� '.
F E SS/'
0.
SEAL
1334j
10-7< •••GINEE•..
.Ot,Cu'' `Q`,���
mil'' 1 ' \
COASTAL STORMWATER
REDEVELOPMENT PLAN
TRACT AREA = 262,356.31 SF (6.02 AC)
EXISTING IMPERVIOUS CONDITIONS
ROADS --------------- 26.485.39 SF
MOBILE HOMES ------- 47,503.35 SF
PARKING-_------_- 11,987.15 SF
TOTAL ---------------- 85.975.89 SF
% IMPERVIOUS---------32.77%
LEGEND
AEC AREA OF ENVIRONMENTAL CONCERN
BOC BACK OF CURB
DI DROP INLET
EIP EXISTING IRON PIPE
EL ELEVATION
EPKN EXISTING PK NAIL
EX EXISTING
FE FINSHED ELEVATION
GW GUY WIRE
GWA GUY WIRE ANCHOR
HC HANDICAP
INV INVERT
L/S LANDSCAPING/PLANTER
LF LINEAR FEET
MHW MEAN HIGH WATER
N/F NOW OR FORMERLY
PP POWER POLE
PVC POLYVINYLCHLORINE
RCP REINFORCED CONCRETE PIPE
R/W RIGHT OF WAY
SW SIDEWALK
TB TOP BOARDWALK
TBM TEMPORARY BENCH MARK
TC TOP OF CURB
TSW TOP OF SIDEWALK
W/ WIT
- 6-- EXISTING CONTOUR
—6 — PROPOSED CONTOUR
--� t-- PROPOSED WATER
--��- EXISTING WATER
SEWER FORCE MAIN
---X_ SILT FENCE
LAND DISTURBANC LIMITS
REVISIONS:
No. BY DATE DESCRIPTION
I BT)v 12/22105
2 87 Qulnr, elm W t-U
REFERENCE:
DB 627 PG 25
PIN # 633410379343
EXISTING CONDITIONS SITE PLAN "
THE GRANDE VILLSpiSIN
QTHE PRESERVE
OF
INDIAN BEACH, CARTERET COUNTY NOTRH CA INA SON
CLIENT INDIAN BEACH ACQUISTION LLC
C/O
DES
OPS RDC
ADDRESS- WHISTLER INVESTMENT GROUP
DRAWN:
8414 FALLS OF NEUSE RD
RALEIGH, NORTH CAROLINA 27615
BTM
CHECKED:
PHONE: [phone]
RDC
STROUD ENGINEERING> P.A.
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
APPROVED:
RDC
DATE.
) 247-7479 i
� 2Z
12/12/05
SCALE:
RONALD D. CTJLLIPHER P.E.
1" = 40'

COASTAL STORMWATER
REDEVELOPMENT PLAN
TRACT AREA = 262.356.31 SF (6.02 AC)
EXISTING IMPERVIOUS CONDITIONS
ROADS ---------------- 26.485.39 SF
MOBILE HOMES ------- 47.503.15 SF
PARKING ------------- 11.987.15 SF
TOTAL-----------------85,975.89 SF
PROPOSED IMPERVIOUS CONDITIONS
PARKING/ DRIVES .34,599.19 SF
SIDEWALKS -- - 9,154.84 SF
BUILDING -- ---27,172.92 SF
POOL BLDGS--------- 3.058.78 SF
POOL APRON---------- 4.850.67 SF
TOTAL ----------------- 78.836.40 SF
NET REDUCTION ---------- 7.139.49 SF
36' 360' PERFORATED ALUMINUM
CMP PIPE (W DIA HOLES EVERY
2.05' AROUND PIPE d 2.8' ALONG
CHAMFERED LENGTH OF PIPE) AND WRAPPED IN
EDGE WOVEN FABRIC
u
51 -On EROSION I-2 ASPHALT EROSIO GRAEL CONTROL FABRIC
I' ,r
If4r I FT WHALT
6' ABC STONE k -; VARIES
SLOPE
a Q N as s -a n •a •e •e (f` `.-j1
I
R 90 (HEIGHT VOLU
ME
CD1PUTAfI0N)
57 STOW
EL 11 .40
THICKENED f tea, h,°`fin`' '3n. �,,N::� �'. �R� x
SIDEWALK 6,, 'a 1 f \ \ \ \ \ \
6" CABC STONE _ EL 4.50
-
S[DESIDEWALK/PAVEMENTDETAIL -"�- INFILTRATION TRENCH U1 PIPE SECTION
._
SCALE: NTS _ �f,r
•''i ,.�`` INFILTRATION SYSTEM 2 SCALE: NTS
DRAINAGE AREA--- 46,350.65 SF
wQ-
-----•-------
IMPERVIOUS AREA
EX118'RCP -r \ BUILDINGS" 8,796.52 SF
--------------------------------
r - t PARKING/DRIVES ----- 12,592.18 SF
SIDEWALK --- ---- 2,704-86 SF 4.00
EX 18' RCP - J<� `--i� '-'- � /r , ' TOTAL IMPERVIOUS-- -- 24,093.56 SF
Rt�2, WY 5 1t�'I,E to, 1.30 !` RUNOFF COEFFICIENT--------------- 0.66
R3' _ - ---- ' \,GOAD �_NG--- r '` -��'` ! RUNOFF VOLUME 1.5" X 0.52 X 46,350.65 SF = 3,012.79 CF SEE PLAN FOR
BCSC I-2 _ f' .' r - - J ! 30" DIAMETER INFILTRATION TRENCH= 8.86 CF/FT PIPE SIZES
R 3" i i P Q [ H -IC RAW r \ tBt Red* ~t 26 \
a 6" '"` ii SAL 'iR VpR1A6L��t - _ F- - �': j GRATE LENGTH OF 30" PIPE REQUIRED= 340.04 LF _
12" --y-� '-- '- '= 'WEIR 7.00'SD LENGTH OF 30" PIPE PROVIDED= 360 LF
D n
NV = 8;00 00 0 0
0 0
NE`INNV 8' e
x
(3)-120.00 LF OF 30" PERFORATED '� N
SE 'INV
ALUMINUM CMP INFILTRATION TRENCH ..
---- l� �\
3000 PSI CONCRETE ' " - `" _ ry - -6' (TRENCH BOTTOM @ 700-
6" CABC r1
\ r
SPILL CURB AND GUTTER DETAIL
/
ATE i
SCALE: NOT TO SCALE _ r 1 r ' J� C 13.73tA
NEENAH MODEL R-6672-F
RAME AND GRATE. OR
APPROVED EQUAL
DROP INLET PROTECTION
WITH SEDIMENT STORAGE
SCALE: NTS PLAN VIEW
1
- a INSET GRATE ONLY ON 01#1
r '
!t - ' r •r(R�� ! / \ ' / t ' ~ \ \ 1 s FENCING ARLOUND
12. / ALL OTHER GRATES ABOVE BOX
INSTALL SPACERG' DI.C. R-t878-A6G
0.50 3.00 2.50 r _
3(i' PERFORATED CORRUGATED
f, „F - _ ' 1 t5 r \ �^
ALUMINUM PIPE SEE PLAN FOR 0.50 0.50 3.00
SIZE, LOCATION, LENGTH AND BEARING ' _ ` - _ -
_...r
INV 11.ao �' `Olt __-- 10 ---- ---- _ _ -E[' ALL4103.\'6 13.1 12.9, \i�� -INFILTRATION SYSTEM #1 - - t,-- 2.001
--- - _._,_-
a r t4 ! rrl \ -It
_ r
(! ( j .-' �. € � � i'�
•: 24' MANHOLE RING d COVER r / f - -
---- - _ � - � DRAINAGE AREA � - �--- �- 82+313.29 SF
-' '3�32r Ali i IMPERVIOUS (!L_I. •t i;�_
RVIOUS AREA
t l J,
C 13'OB
ce
BUILDINGS --._ _-- 21,172.66 SF
PARKING/DRIVES 22.006.95 SF N
2 44 SIDEWALK 13,037.49 SF
�t� ! � -
24' INFLUENT PIPE, SEE PLAN ' ` _ - - - - - _ 'IMPERVIOUS
,s' DISCHARGE PIPE. sEE PLAN 2\ ^' ,'� _ ,1 t ` TOTAL IMPERVIOUS-'--- -- 56,217. 10 SF •' �'� P
J31 ','' RUNOFF COEFFICIENT 0.78,E - FOR LENGTH AND ANGLEJ FOR LENGTH AND ANGLE t r ,� \ \\ FE+ RUNOFF VOLUME 1.5 X 0.66 X 82 313.29 SF = 6 790.85 GF
INV 11.40 INV 11.40 ' / ` ` 1 \ \ \ ` 12.62 - r �t'r \ a
30' PERFORATED CORRUGATED 24'X24' DROP INLET GRATE J ' ' \ \ \ ^` 8 i\t \ \ \ ,\ ' C - -
ALUMINUM PIPE SEE PLAN F , <-' = , %` ' \ \ 20 28 d° It ` \ \ \ - _ '�\ 30" DIAMETER INFILTRATION TRENCH= 8.86 CF/FT SEDIMENT STORAGE
SIZE, LOCATION. LENGTH AND BEARINGtiit ,r
INV 11.40 I r -' j �� 19 2 \ i r ` \ i _ �.: ,$ \\" ` ` LENGTH OF 30 PIPE REQU I RED= 766.46 LF
WEIR CONTROL 80X #t I '' �ii _ ♦ \ ,' •,
1 _ r f -_ ' r ! 2 2 Iliti \'?ii\ TE 16. s LENGTH OF 30 PIPE PROVIDED= 770 LF DROP INLET PROTECTION
SCALE: NTS PLAN VIEW \\ 20 _ / lii \ \ INV=At \ QL \\ WITH SEDIMENT STORAGE
�6 r' II 11�\ \ \\ \ `r'$� - r 1s ` \ �2)-185.00 LF . (2 }-120.00 c (1)-160.00 LF OF 30" PERFORATED SCALE: NTS ELEVATION VIEW
NEENAH MODEL R-66TZ-F ' i - - - 25 DI 04 1 ( \ / \ b�- - ' � � \ Z RiM EL 20.E a` 1 + I \c; \\\ MINUM CMP INFILTRATION TRENCH
,'r rr li `� _ _-MY_j1.iz z0. �' I11II` \ \ \ _
FRAME AND GRATE, OR - \
o APPROVED EQUAL WEIR WALL 1 �- \ 2 _ 1 1\ r ' ` ENCH BOTTOM @ 11 .40' )
24" X 24' NEENAH MODEL R-6060 ' r Z' ' \ \ _ - _ r 1 111 J \ \ �0� f y '
FRAME AND LID. OR I Vj. i F . r \ \\-_- - _ - -__ _ _ I b - - `_ 1 t 1 �I'\ \(^ \\\ --[ZEL Jr.73 ' A r J
APPROVED EQUAL • _ _
-----
24' DIA. OPENING i r i - Z' - - - - - - - - - - - - -- - 1
1 / i - __---- ..�Z
-WEIR \ TC 20. tr T�20 90' - - - _ - - - t { i / �_ / • Vc' \ C 7 22.1Z
-- EL 13.9'r' ' \t
4l - - ?�p I ' \� 1.79 /tit
N h F,I 11.4 11.49 f/ t i �21.40
v - , j j / 1 ` C 22.12 // 1i \
to Q t j t tj \ \ ` I / 30' 360• PERFORATED ALUMINUM
�� 15' DISCHARGE PIPE, SEE PLAN I r 1 r \ !j t LJ \ - r r \ / CMP P1PE < DIA HIES EVERY
a FOR LENGTH AND ANGLE ; 1 t t i ti DI LLpp€D \ - // ! 1 \ 22 _ \ \ ''' 2.05' AROU PIPE d 2.8' ALONG
�� INV il.40 1 1 / �b RIM EL 21.Sb SIDEWALK. 72 \ �' i / i 3 1 i �Z ` _ _ \ \ -� LENGTH OF PIPE) AND WRAPPED IN
j �� Icr_ V 11.83 /` \ 11 1 / 1R7YEN FABRIC
/ NO CURB
.t 2D as r 11 rt t i \ \
24' INFLUENT PIPE. SEE PLAN / / / RIC
SEDIMENT STORAGE ' l i t N-96 AT g t t I i i A
FOR LENGTH AND ANGLE - _ , TC 2 AROUND GRAVEL BED
INV 11.40 ! (%� Ij I ti r / r1 NT9 \ YZ / r i\ i t / 14= ASPHALT EROSION CONTROL FABRIC
t I ( I S r HOOD El 19.3 +1 ` � 1 !
30' PERFORATED CORRUGATED f - TC 21 t 8
ALUMINUM PIPE SEE PLAN FOR t I.IJ ! t f r r , .38 TC � 4 � �G1�•72 TC .T i 1 i -2
LOCATION AND IR]/tBER ,_ - - 6" ABC STONEVARIES
INV i1.40 WEIR CONTROL BOX ssl `'' � `��
.WITH SEDIMENT STORAGE , --U - ry i t B! /' 9�$9 00 72' - ~? \ st 57 STONE + t r\1 ' _�� t �� COMPUTATION)
I IR EL 9.50 (HEIGHT OF VOLUME
SCALE: NTS SECTION VIEW I if i I r
1
Q7.00
It
t i 1 v tN� J 'SEI'`CK
i3 ' 22.1221.79
19 SHWT EL S. 00
24'X24' DROP- INLET GRATE
30' PERFORATED CORRUGATED ; ' ~ ' r !! !� �5. ry t 6 - �i G oEG��2 i • 62 !P ' I \
ALUMINUM PIPE SEE PLAN FOR 1 ,:/Y�/ INFILTRATION TRENCH2 PIPE SECTION
SIZE, LOCATION. LE14GTH AND BEARING I j t 6/ I \ CEVEr� P�RK jNG DEaK'1Z• ` `n
18' DISCHARGE PIPE, SEE PL i I INV1. SCALE: NTS
33 N
FOR LENGTH AND ANGLE 1 I ) t t ! � i INV i Ci 13.20 �L.OWER L EL pAR�
INV 8.00
a ! i E 12-SE _
ACC
w . tj i t CLUBHOUSE ' AMA
TC 13.20 _ / C ' LEGEND
24" MANHOLE RING d COVER • i Cr ._.� } j 1 0 � '�'' - � / ENVIRONMENTAL CONCERN
�' ,_-1 AEC AREA OF
t i t• 0 5.00 of [t jt RB EL zs. - G? ' �� ,t BOC BACK OF CURB
I
is' INFLUENT PIPE, i 4.00 U it j II 12.7 _ --""` ti0 rt ,�\ _N -' DI DROP INLET
SEE PLAN FOR 12" INFLUENT PIPE. SEE PLAN FOR 1 Z ( t ( i 4 �Q _ / \ _ r*
LENOTH APB) ANGLE 0.50 LENGTH AUE ANGLE 2.00 I ` I \ - - - E I P EXISTING IRON PIPE
If i t t y ,r _ I �\ r EL ELEVATION
INV 8.00 0.50 INV 7.00 _ I
2.So 3.Do D.sD -t � \ `- EPKN EXISTING PK NAIL
' t r EX EXISTING
CAMA_SES6AG> t o 9 0 _ t 1G BD ` FE FINSHED ELEVATION
WEIR !CONTROL BOX2 - _
SCALE: NTS PLAN VIEW o " 1 fi ►(B ! - '00 r A 1S'T L�N I'CTj GW GUY WIRE
+ MAN --ETA GWA GUY WIRE ANCHOR
IRATE EL 24.50 Airy - ^. �43 ! / ryas- { � - 'SSAOLE VEG HC HANDICAP
1t1 - v INV INVERT
WEIR WALL -- N _ \ - y 'zFEET
-
NEENAH MODEL R-6s72F o 1 t i s ,` _ t='_ LF S LINEARAPING/PLANTER
FRAME AiD GRATE, OR -1
NEENAH MODEL R-6060 APPROVED EQUAL o ` i t _ - _ \ t -r r ' _ -
NEENAFRAME AND LID, OR 24' x z4'-.--�.-.-- i \�\ j 4 _ ry \'�'A '�� // �'\ \ \\ C22_- -'_> __ „DUtit; MHW MEAN HIGH WATER
APPROVED EQUAL 24' MANHOLE RING a covER ` t t _ - r Z - / �--' _ '_ - _ ', = - = pp POWWERR PFOLEMERLY
24' DIA. OPENING i 1 r 6 r _ _
IEEliAHM�EIR-LOGO d'� t - + + _ Cam. -� r` ,,_` _,- _ ' PVC POLYVINYLCHLORINE
OR 1OVED EQUAL
-WEIR JUNCTION BOX 1 \ K} �� °��. 32 3Q Y,� -�;i'r _ .-�'�l_RCP
EL 9.50 ---- ' (BA`:� + D - __ _ - RfW RIGNTOOFEWAYONCRETE PIPE
SCALE: NTS PLAN VIEW SE. b 9 _ - , ; '
I CO' CAMA t - r , _ , :' !' - SIDEWALK
-- I
S
IS' DISCHARGE PIPE,-� ! - -- -_ ''- CH MARK
SEE PLAN FOR LENGTH AND ANGLE .1u 1.29 I i f J [ ! - ' - - ' ' - '•
_ _ _
INV S.DO m JB# IMV RIM i j t -.a Imo. =. -- _ -' �" j!
' r ! !� TB TOP BOARDWALK
R- ! TBM TEMPORARY BE
0 0 1t ! j -- -- ___-- _ ---__---_ -_-___-_-_ ' � TC TOP OF CURB
2. DO
2 1z 2s 25.0o i tii t ., Nt w N �4.s \ 31- -- -_ '�� "L � Oil 6� -- _ _ - !(< !! WSW WWOPHOF SIDEWALK
--s-- EXISTING CONTOUR
30' PERFORATED CORRUGATED 1 { { _ - L - _ - _ ► - ' - _ _-_ _ '- --
SEDIMENT STORAGE ALUMINUM PIPE SEE PLAN FOR - - - _ - _ _ _ _ _ _ _ _ = - - - f -C- !
LOCATION AND NUMBER � -� t t -- _ _ _ %. NOTE -6- PROPOSED CONTOUR
INV T OQ \ �s\ ` �t i t i 11 ! - _ _ - - - _ _ SEE ARCHITECTURAL P - y - EXISTINGWATER
WEIR CONTROL BOX #2 I r� Iti,ii' `'>\ \�_ _ _ _ _ _ ! PROVIDED BY J DAVIS ARCHITECTS
SH L1 1 L1.2 SEWER FORCE MAIN
WITH SEDIMENT STORAGE I I rs t A CH I TECTS FOR
SCALE: NTS SECTION VIEW - -_ - _ _ - DETAILS ON ALL OT LIMITED
AMENITIES. -.-_--_ SILT FENCE
INCLUDING BUT NOT LIMITED TO POOL AREA,
T OF 0 E _-_
- - - - - - - - - - - - - - 7- _ - µHW LINE GAZEBOS WALKWAYS I ANDSGAP I NG PLANTERS ETC LAND D I STURBANC LIMITS
SHEET #C3 OF 11
PROJECT *:PM 1589
DESIGN FILE 0:1589/PM1589.DGN
DI*
GRATE
I INV
1
14*31
12.54
2
19.28
12.04
3
21.16
11.83
4
20.15
11.62
5
12.06
9.50
6
18.25
11.00
7
24.50
15.92
8
26.50
22.93
I ' REVISIONS:
ANA � I--TAT"�ON==i=_- _ - _---- -- -'" ---- -
S Na BY I DATE DESCRIPTION
JUNCTION 80X _ I BTM 1112106 POOL LAYOUT
SCALE: NTS ELEVATION VIEW I V _ - - _ - '
' 2 BTM e?12/06 PWL LAYOUT
1 ! _- "-
3 BTM 3114106 NCDENR COMMENTS
-------__..-___---------_ _------ _-- 4 BTM 31151061POOLLAYCiUI"
REFERENCE: 5 BTM 61921" DR1VE/PDDL/L�RaNFIEtlI
DB 627 PG 25
N 347183 - �� _ - - PIN # 633410379343 6 BTM 817PIX ADD NOTE
"c 2633733 I 7 BTM 9l19l06 BUILDING
.! - - - --- l.,-_-' , �-___-- `
NOTES ------ GRADING AND STORMWATER PLAN
1. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY: THE GRANDE VILLAo��
S age
_ - @ THE PRESERVE
F
INDIAN BEACH ACOUISTION LLC _ _ ---- - _- '
C/0 WHISTLER INVESTMENT GROUP /f -- J,------------ ~' J - "�
8414 FALLS OF THE NEUSE RD ;I _ ocEAN �v�s�ON EM
RALEIGH, NC 27615 _ _ �� IC Fj ►
[phone] _ _ _ ,' _ _ - - - - -- A �'A NOTE : INDIAN BEACH, CARTERET COUNTY NOTRH CAROL I TP►LMp
D
2. FILL MATERIAL TO BE OBTAINED FROM A LICENSED 8 MHw �iNE_-�1 _ --- -F _ CONDENSATE FROM THE HVAC UNITS WILL NOT HE
CLIENT: INDIAN BEACH ACQU I ST I ON LLC GNED:
PERMITTED BORROW SITE. __.- ALLOWED TO DISCHARGE INTO THE WASTEWATER SYSTEM. C/O RDC
ADDRESS. WHISTLER INVESTMENT GROUP DRAWN:
3. DRAINAGE FROM THE GARAGE AND ROOF OF BUILDING MLc_ BE i , CONDENSATE SHALL ONLY BE DIRECTED INTO -' E STORMWATER 8414 FALLS OF NEUSE RD BTM
DIRECTED TO THE INFILTRATION TRENCH SYSTEMS. _ - -
(� J� WETLANDS
C DRAINAGE SYSTEM. RALEIGH, NORTH CAROLING 27615
4. ALL INFILTRATION TRENCH SYSTEMS SHALL REQUIRE AN H-20 LOAD C `� Q rr1r L `t D J ♦♦•�`P�H,Gf5R `f#0 PHONE: [phone] CHECKED:
BEARING CAPACITY. ♦` O ..••O • RDC
E X 1 cS T ON SITE •� ;'oFEssz ••�ti'' APPROVED:
5. ALL POOL DRAINS SHALL BE DIRECTED TO DROP INLET #9.:QQ` 0.:•9 STI$®UI3 ENGINEERING, F.A. RDC
6. SEE LANDSCAPE ARCHITECTURE PLANS FOR ADDITIONAL 40 20 0 4O 80 = SEAL, Sri 151A HIGHWAY 24
13343 : * MOREHEAD CITY, N.C. 28557 DATE:
DETAILS ON POOL AND CLUBHOUSE AREA.
O • :'Q, t 47-7479 12/12/05
4� ���
•• •'
SCALE: 1"" = 40' s,�9,o �cfN L`Q,,w� � 1C SCALE: ►i
too.:- eu�Q,,. RONALD . CULI�IFHER P.E. 1 = 40

------ -- ---- - Q � XJ, 8��- �/ ISOLATIONQVALVE-4aN-_ IAIN 1 6WA.I� K t \ 1 �;
W/ 8 SER.V_4C-E_ VALVE A� ~
S H 0 \ ff- `OQRDINATE" W/"BQGUE r�!
-► Y ` ' ` EX 18" RCP BVKS WATER CORP-RATION\
FOR TIMELY INSTArLATION \''.' 1 °"- • ;'�\
SEE G9 OF 11 f IN,1r 0-�� t \ t Q TC'` ,
VA �A� r
Vv �- Rt_- ,'_� _ ,= t-FE 10 8 \ O f - EX. CONCRETE VAULTS
V� 1
__ t
TO BE REMOVED
r _
AWN,__,'_- �C �� tr ,; 1 r \
i EX. 8" WATE^RLINE \\ J� E__ - �� _ _� _ s.. R v \ t
\ _ � _---- - - ;'\r GR T 17.00 ' 6G
- 510Y D T
t-` ---------- ------- ` N V 8.00 C
.0 1 ©
METER y T
HOT WITH RP .
� t
FO OM[5STIC \ °. ' TBOX WIT PZ - _- o = \
FOR F LRE NE 1� `\ , \ 1 3. 00
_ SEE-S OF 1 1z, `�
-13
28,800 GPD WASTEWATER x�"'G' -1 / `Ct) DI #5 ?
TREATMENT PLAN X% x ,- / ' /� f j ' ATE 1 0
FENCE r\\ -�%' �� f /�
y •: ,ILA 0
i FREEZELE5S T
YARD? HYDRANT -- -
, J
CC 12
T 1
! SERVICE ROAD
! 3 PVC \ i/�2 \ i
i RETURN L
L I
'` 1 . 6
,/ \ALL 10.
3 14. r .'
O T
AND f A '\ --J 13432+'\\ `\
-INV 4. Q�f 4. T `\, DOME IC
i 1" PVC WATER ''`'� %'' '%-_��'` T \ C 13.11
SERVICE 4'INE�� / y�
r t i i ,r,__ --i_'i i i .,- •'- _ i „, -"^ _ i i i O Q. 1 %s \- ° 1, 1 `\\ i i ' i �- / INV' '-O• �` , to
j ! TEE �� =� %� f f..`� MBL ^'�'~ `� _ 1 .75 jr
' n I ' -l ',- / -•" / -.,,•- "' 11-- '/ -i / / -.i' J��, / �// GCS' `\ / .. _ t 1 . "
SOLEN TC 1 31FEr
-_-
13.2 f �a�o „ PVC
3" SCH 40 PVC SEWER >- r ,.- -,. RET
\FD SEES_ ; -
FORCE MAIN TO _ �- _ ` 4► ` ` \ `$P INKLER DRAWINGE + ^�
TREATMENT PLANT ,�._- !�` /y =� = r! -' _ " _ "
AIR! EF t ` \ __ 12;62," C
I/��-%'�r„ L `\\\ \\ \\ \\ \` - 3.39 -----
�O "2l3APA moo \ iitt \\ \\ \\\ �`.'� \111Z' X 3" TEE
44r-
NOTE :
2 \t'�� ` ` ` \ _ ' EXISTING WELLS ON SITE TO BE PROPERLY ABANDONED
' \ \ \ - �$ \ IN ACCORDANCE WITH STATE REGULATIONS
_
�DI _, \ '/
2 2 / r t ; � �f�AT 18=2 t 1 `\ \\ \\ _ ` AIR/ VACUUM RELIEF
_t, \
\\ \ �INV -_41- ` %�! 1 t, " CHECK VALVE
48°' VALVEAULT'`'J /� - ` y-.-��-��.- ��/i /" , , +tt� \ \ _ _-, ...,�,�I 22
/ -i i I r i \ \ \ \ \' ANB\ 1 r�2" GATE VALE
EL 20.00-�,
DI #4 , < < r ; \ <� \ \ _ \0 4
20 ,� t ; t t i \ \ \
DUPLEX CONTROL ,-_ a- _%.- =c" -� i = ��/ RIM EL 20.1 - _f 4
s°•' .-� ``�-''- -' _ --- INV a� `` - - __ r -,'t� t i i \ \ \ \\ \ I 18.0 NETAFIM BIOLINE DRIPPER
PANEL � � � � � -" %, ..--�„?=`-'<<,,. -- i , % �---' �� / i � i �� TS 20 . ' t t t \ \ \ - " " " , , -' INV 18 . i3 „
- /tL -=yam''- '--j' __ _ --- _ --- _ _ _ t t i \\ CJ r" \ TUBING @ 1$' O.C. W/ 0.61 GPM
�.- r >-1 .- ,.r-- �'-cpZ""~ 2 LEGEND
DUPLEX LIFT STATION------,-- / ,- / / s -'" ,_ -'=�-- % - - 1 ,, t , �. \ \ \ \ _\
- _ - _ _ - _ t - `� AEC AREA OF ENVIRONMENTAL CONCERN
EL 20.00 ,,�j�x i / __-__------- - - -- ----
,_ i ��/ % =�/ %�� -' r--' = -X �-�''- ��-------T-C--- --- ,gip __- ; , , ,�\ \ \ \ \
'BI--- EMITTERS @ 18 ' 0. C. TYP
INV 6.33 t i �� /i ��%i��� �-' �'1���-��----•'_'__......_,_-._..-.........._._.-- U• - 4 + L b� --- 1 tilt `\\ \ !, . \\ BOC BACK OF CURB
-------
_______-_._ - \� \ EIP EXISTING IRON PIPE
' :CO �_ �� ��'--'��"-f � �- � ��----------- -------------- - a _ '�- I � � r 1 � - - "RETURN MANIFOLD FIELD 4 EL ELEVATION
1 '2
FREEZELESS •' ♦ ��� i i X _ _ . J , �G F, / r1; �\ C 22 1 2 i ilt \ EX EXISTING
"_� E N EXISTING PK NAIL
YARD HYDRANT t r i i / _- r' i t ! P
_ - K
i i /_� �,� :�-� t' �'� , - .l �\ ,ttt �\ FE FINSHED ELEVATION
GW GUY WIRE
C ` 1 7 l \ J / / - t \ \\ \� \ tr \ ,r GWA GUY WIRE ANCHOR
\ RETURN LINE
\r _ INV INVERT
1E79 �j `\`��\` tt t r AIR/ VACUUM RELIEF HC HANDICAP
TC 19 . %_ - . `f' I ALL INTERNAL PLUM � N6
�2= °1 21 .40 `t t\ v _ �\ W! 1 " CHECK VALVE
° ! \ \ r / t \ t E♦
5p .� C 22.12 BY OTHERS ! r! , , t \ \ - \ AND 1 '2 GATE VALVE PP POWERLF RPOLET
_ _ , \ t \ \ ,! N/F NOW OR FORMERLY
r +T 20.29 - 1, O�"� y' \\ _ _j�,�'� ; t5 \ tt \ `\1 1r2" X 3" ENLARGER PVC POLYVINYLCHLORINE
" - 'F f \ ! t \ .-- i''' _ ` \ RCP REINFORCED CONCRETE PIPE
DI #•3"SLOPED r ' '
r r r i O t ,� RIM EL 21 . 1 6 �i r , t t t t -- - •-• - ` �-- R/W RIGHT OF WAY
ii4 1 ' SO `t' V 11 •83 SIDEWALK « •7 '� �`i rr i i i `t r 2" \SOLENOID VALVE / TB TOPEBOARDWALK
t f r NO CURB ; rr r \ ` r W/ t\2) 2" GATE VALVE-,-- TBM TEMPOP ORACURBENCH MARK
r C2 11 0.241° .16 \\\ ,' r i `� 3 X 2 REDUCER �� TSW TOP OF SIDEWALK
r9:96 �, C�' @ 1 \ t r ! n t t \ �� W/ WITH
L� 4"
_ TC 21 r i6 EXISTING CONTOUR
3 79 =[�I#2 10 QO _ -g"$ E\~� -'mot+, rt f \ i s PROPOSED CONTOUR
r� t
iJ IN 1 _ - t C INV 2 \\ i�„
HOOD EL 19. 38__ �=lg° 1 � � " � ` ' r ' ' NETAF I M B I OL INE DRIPPER
�-a TC 21 , _ UB I NG @ . C. W/ 0.61 GPM
' 1' +TG"(8.9 �- C 21,.72 TC .7 , _2 , •
W q f r' 19 838 TC 4 `�--- , + ', \EMITTERS @ 18" O.C. , TYP
t r r 18 �' I P I V W/ vv
"' ' ' r ►i.p TAMPER SWITCH, r t SUPPLY MANIFOLD REVISIONS
- - - - I ° a I -- SEE SPRINKLER DRAWINGS 2" , , _ I BY DATE DESCRIPTION
r w ---a t c
'r �� / +T 6 BTM 12122105 CCEH COMMENTS
Q t J; ,� , � , ` - 3 SUPPLY LINE
' f, L q 2 BTM 2/2/06 MANIFOLD SIZES
} f W$ ; ! - 'v 2 0 10 0 2 0 4 0 3 BTM 311JI06 NC DQT CHANGES
t r t W 2.12 4 BT-M 31151061 POOL Lffour
l i r 1 f (f7 % y
` 5 STM 612Z106 DRAINFIELD LAYOUT
r t s .:n.36 21.7 SCALE= 1 20 s17106 7 BTM MH RIM / WIL NG E
FE' 19 •''9 � 22. 12 10' X 20' X 9' --
r UNDERGROUND TANKS , ►► : s BTU 817106
40 Z BACKF 016_-
^, PREVENTER +FE sT col WATER/ SEWER/ SUBSURFACE DRIP DISPOSAL PL
_ oR -
Q � � I N HOTBOX 22.07 _ _ � qC -- tyj�
#` Y 9 �16.- ,�v r INV 21.0 THE GRANDE VILLA 3
� `RIM 15.5 0 , OU I PMEN
INV IN 7.'1 r ! , r �,� .' d---�--3 2 TEE � .' 2„ SOLENOI � � THE PRESERVE
_ _ -
INV OUT 7,`.00 �-' , _ � W/ 2" GV 10�► F T
AND 3 GV
+ , t G,, �►: I a '� INDIAN BEACH, CARTERET COUNTY NOTRH OL�►AIS EMEN
RA 1 � � I P SEWER FROM 8U ILD I NG ' - CLIENT INDIAN BEACH ACQU I ST I ON LLC
INV � 1 t��. 45% ALL INTERNAL PL`t1NfB-I-PFG- -_ +� _ ; - -- `
+ t, BY OTHERS ,'`t_- �;' C/O RDC
ADDRESS: WHISTLER INVESTMENT GROUP DRAWN
a- E1N6�
4 _ ,`�`�,r��CA���'8414 FALLS OF NEUSE RD BTM
_ _-- PAN«•�Rp' RALE I GH , CHECKED:
NORTH CAROLINA 27615
CLUBHOUSE «OFESSIp'�'t'9
PHONE= 919-844-9025 RDC
L�` _ APPROVED
'CC 133 284 * a S�4L * _ STRGUD ENGINEERING, P.A.
_ 151A HIGHWAY 24 RDC
tt t ! 13343 -
? o n =K� •'.'L INE�:Q`'«2�'Q` MOREHEAD CITY, N.C. 28557 DATE:
SHEET #C6 OF 11 .9, rr/�2
�N �� ,��Qe•• 47-7479 12/12/05
PROJECT *: PM1589 t ' JB `B _ - S Y t" j- ` ,e,`� t�r 75. --- --4/4''''��IC au ,1a1 - L- �ZL�- SCALE:
DESIGN FILE *: 1589/PM1589.DGN _-- Z,► SCJ�' ---� ��� - DNALD D. CUL IPHER P.E. 1" = 20'
« .,

OPEN CU I PAVE,MW
AND REPkL€r-W/ 8, CABC ,
& "_-S�9. 5B \
- --_- it W��E�i"1N �. - 16 CASE BORE FOR`
----------- _- -a
___—__------- - o g �- — CUT —IN 8�C8 TEE W/ 8 .— 8" WATERLINE
_ - �C• �— ISOLATION VALV�Otd"�1AIN -
, i W/ 8" SE€�-�EVALVE AS
_ SHOWN, --COORDINATE W/ BOGUE
8-AWIKS WATER CORPORATION i
FOR TIMEI-Y INSTALLATION t Fit SEE C9 OF 11
�1 t EX. CONCRETE VAULTS
TO BE REMOVED
Aj
a Y �EX. 8" WATERLINE X 6 TE I
6 rr G
HYD NT ASiEMBLY
/+ SERVICE ROAD
1
I
;r
r
s
J/
I
i
t
i
I
j 1" PVC WATER
SERVICE LINE
t
t
i
e
I
I
j 3" SCH 40 PVC SEWER
FORCE MAIN TO
j TREATMENT PLANT
i
i
f
i
i
#� T
48" VALVE VAULT
j EL 20.00
DUPLEX CONTROL
t PANEL
DUPLEX LIFT STATION ----_—
EL 20.00
t INV 6.33
t
I FREEZELESS
YARD HYDRANT
W
i
i Q
I
MH#1 ----
i
RIM 15.50
i
INV IN 7.10
INV OUT 7.00
I \l l
I
SHEET *C7 OF 11
PROJECT *: PM1589
DESIGN FILE *:1589/PM1589.DGN
METER i%AULT
HOT BOX WITH RPZ
FOR DOMESTIC & \
HOTBOX WITH RPZ ^\ k
FOR FIRE LINE ^�
SEE SH OF 11 f`
28,800 GPD WASTEWATER
TREATMENT PLAN
FENCE
J S7�
X 2 T E ►
t
FREEZELESS
YARD HYDRANT
I
3 " PVC
RETURN LIN
2" PVC RETURN
C0 LINE
O tS
rr `\
X 2 TEE
-AIR/ VACUUM REL4 EF
i!
W/ 1 �` CHECK d,4LVE
AND 1 2" GATE/VALVE
4" PV
/ DOMESCTIC INV 14.a l '\ /
8 TEE \
8 4 REDUCER
%•' =i1t%1 F I HYDRAN EMBLY '\
3 X 2 TEE �!�!,_i—` ..i• = ='%=%�•i%�%%' =%%% � / \ �
2 SOLEN( _ _ _
rr _ _ _ _
01
1 3 P V C
— % % %' � / FDC, SEE `/ RETURN LINE
4" FILL LINE SPRINKLER DRAWINGS
AIR/ I VACUUM REI,`lEF
W/ 1 CHECK VVALVE
.--� AND 1 CO % %� % %� %-� % ��2r' GATE,/VALVE
0 1 i'2rX 2" ENEARGEr
uj
CO
ALL INTERNAL PLUMBING
r' '! BY OTHERS --V
I-
�
i' �" PIV W/
TAMPER SWITCH, _
o �' r SEE SPRINKLER DRAWINGS
cr
Ld
Lij o Il t
. f �, 10' X 2 0' X 9 `
a
co z UNDERGROUND TANKS -�
u- Z BACKFLOW -
J s
� E; iNEHOTBOX
QU I PMEN
8" DIP SEWER FROM BUILDING
'\ ALL INTERNAL PLUMBING
^\ BY OTHERS —
CLUBHOUSE
AID
93
i
i
i
1 1-2rr X 3" TEE
AIR/ VACUUM RELIEF
W/ 11/2" CHECK VALVE
AND 1 1/2" GATE VALE
NOTES
SLOPES SHOWN FOR MANIFOLD INVERTS
SHALL BE INSTALLED AS SHOWN. ALL DRIP
LINES SHALL BE PLACED ON ONE CONSTANT
ELEVATION BETWEEN MANIFOLDS
NV 18.0
'/2` NETAF I M B I OL I NE DRIPPER
TUBING @ 18" O.C. W/ 0.61 GPM
EMITTERS @ 18" O.C., TYP
2" RETURN MANIFOLD FIELD
3" RETURN LINE
AIR/ VACUUM RELIEF
W/ 11,1( CHECK VALVE
AND 1 �2,, GATE VALVE
1 1,,2' X 3" ENLARGER
2" SOLENOID VALVE --'
W/ (2) 2"' GATE VALVE,--
3 X 2 REDUCER �'-
i
i
i
INV 21.
i/2" NETAFIM BIOLINE DRIPPER
TUBING @ 18" O.C. W/ 0.61 GPM
EMITTERS @ 18" O.C., TYP
2" SUPPLY MANIFOLD
3" SUPPLY LINE
CO
3 X 2 TEEJ
�,,---- 1
-INV 21.0
2" SOLENO
W/ 2" GV
AND 3" GV
0,FESS/0x S'y'•o�
4 SF -AL_ S * Z
= �r
�'.O�j, Q,r�,o
LEGEND
AEC AREA OF ENVIRONMENTAL CONCERN
BOC BACK OF CURB
EIP EXISTING IRON PIPE
EL ELEVATION
EPKN EXISTING PK NAIL
EX EXISTING
FE FINSHED ELEVATION
GW GUY WIRE
GWA GUY WIRE ANCHOR
HC HANDICAP
INV INVERT
LF LINEAR FEET
N/F NOW OR FORMERLY
PP POWER POLE
PVC POLYVINYLCHLORINE
RCP REINFORCED CONCRETE PIPE
R/W RIGHT OF WAY
SW SIDEWALK
TB TOP BOARDWALK
TBM TEMPORARY BENCH MARK
TC TOP OF CURB
TSW TOP OF SIDEWALK
W/ WITH
--s -- EXISTING CONTOUR
--s — PROPOSED CONTOUR
REVISIONS:
Na BY DATE DESCRIPTION
20 10 0 20 40 1 BTM i2122105 CGEH eOMMENTS
2 BTM 212106 MANIFOLD SIZES
3 BTM 3115106 POOL LAYOUT
4 BTM 6122106 DRNNFIELD LAYOUT
SCALE 1"20` 817106 L& mP�s
f PVC TO X UP INFLUENT
6 BTM 9119106 MN RIM ELEVAMN
SUBSURFACE DRIP DISPOSAL INSTALLATION PLAN
THE GRANDE VILLAS
THE PRESERVE
INDIAN BEACH, CARTERET COUNTY NOTRH CA IA -A,
CLIENT: INDIAN BEACH ACQU I ST I ON LLC D N \b' f
C/0 ptR` U
ADDRESS: WHISTLER INVESTMENT GROUP DR ._
8414 FALLS OF NEUSE RD BTM
RALE I GH - NORTH CAROL I NA 27615 CHECKED
PHONE: [phone] RDC
A_,�, STROUD ENGINEERING, P.A. APPROVED:
T 151A HIGHWAY 24 RDC
MOREHEAD CITY, N.C. 28557 DATE:
47-7479 12/12/05
(1Q 1t)(o SCALE:
DNALD D.'CULLIPHER y" = 201

LS#i VALVE, VAULT
EL 20.00 EL 2E).00
INV 6.33 fi
MH#1 DUPLEX
RIM EL 15.50 CONTROL -i NORTH
INV 7.0 PANEL 311 TREATMPVC ENT FOOANTMAIN TO t
FREEZELESS LU
YARD HYDR4N_T_\ i,
Q.
to
z
0
32.00 LF 12" RCP @ 0.70% -- cn
S5 ° 51 ' 1 1 "W
15 LE ,• PVC SEWER @ 0.58%
w
JB # 2
RIM 25.00 NiO' 50 43 W
INV 12.76 _
Lid 0- \
RIMDI #14.31 �� .,
INV 12.5 i Q �\ t► �� .. p N
Z ,\ MAINTAIN 18" VERTICAL SEPERATION
Q_ '~+ WATER OVER SEWER
3" SCH SUPPLY LOINEVTO FIELDS 1 $, 4 C) S22° �� rr U � W
c� ? R \
DI #�2 � IL a
BRIM 19.38
a3 m Y---'� �• �Q INV 12.04 U ¢ p
z
C� CO 0
i cn
S� 1" RPZ DACKPLOW t 0 V)
-'' PREVENTER W Q
IN HOTBOX ; 0 Z LJ
cn Q Q
Lu O U
,
1
t o
sir o
1 Uo
_j(
zt- w
oz V)
t,mow �
w
t t tom!- z
i 0W WL0
t
1 `
t 1 Uz k-tD
1
t
L.L. CV
t =� 0 t_c)
CV
Q� cnz 0
`t 15' 7.5' 0 15' 30' m� d� I-
t z= w0 °-
r-, 00
t ,--ate
WA
t
40EY t5)
H-SCALE : 1 " = 15' .. .. ..
V-SCALE : 1 " = 3' �- V) w
z cn z
W w 0
p o-
U C�
Q
DUPLEX LIFT STATION
09
MH#1 BACK OF CURB STA IN 6.33
STA 0+47.66 STA 1+56.01 TOP 20.0033 Q
RIM EL 75.50 BOTTOM 1.48
.62' z
INV IN 7.1
CL OF PAVEMENT INV OUT 7.0 CL OF PAVEMENT (LEFT 4.62`)
END OF DRIVE (LEFT 4.74') STA 0+59.50 EDGE OF PAVEMENT VALVE VAULT 0
STA 0+00.00 STA 1+54.01 STA 1+73.09 p
DI #1 DI
STA 98.98 BOTTOM�16.00
STA 28.88 INV 12.IMI 38 {LEFT 4.62 ) _
RIM 14-31 I NV 12.54 (RIGHT 33.54') ~� �-,-�j �
25 z
W
Wz
U
F-
W
• • � tY
20 W
0 ``-�` _
3" SCH 40 PVC FORCEMAIN
TO TREATMENT PLANT m
z
Q
15 Q E-t
z
--------------
♦*ttettttttsr
4D PVC v�Q►•��saa...e!•a`7�'�
LINE TO FIELDS 1 g c ' 4�.0� ��4 „ 02 (51
4 c? tsa ;i10
�.t/1. ee••4e.ea 0�♦i�4 Mom(
'F� C` ♦ca 00
CQ
tttN utt`i�� z a U
Z
NH
u
x 0
--------------
----------------
J ---------------
O v
00� p9
0 0
e) o 0 0 0 0 0 0 0 0 0 ..
Tcv a- Q0 Ex) 0 Cv �r Q0 00 0
CD 0 0 0 0 N
PROJECT # PM493-1.3
FREEZE 4SS_
w
G�
U
V
p
Z
_...-•---YARDH
RAN T--------
-
r
k
k
w
m
�
VICE ATERLINE
.. �..
r
3" SCH
12" RCP--___--
I
�
SUPPLY
-
.-_-- -__-. ...........
.....
811 DIP SEWER
•E
VICE
1 MAINTAIN 1$`
i SEPERATION
VERTICAL
WATER OVER SEWER
�
BUILDIN
f
�
E
i
3" SCH 40
PVC
....��
........_.SUP.PLY..�..E
E_TO.F �Ia.S-.1._&
4.
---- ------------------�-------
-------_......�....-------------------
r--------------•PVC--SEWER_�....58%...
1
-------,'
........
.........._...�...............,........_
i
i
ff
I
I

NOTE: ALL THRU TANK PENETRATIONS SHALL BE
BY PRECAST FLEXIBLE BOOTED SEALS SECURE-D
AT EACH END WITH STAINLESS STEEL CLAMP.`•
17'-0" -- 17'-0"
16' -4 " 16' -4 "
17'-D" SLUDGE HOLDING MIXING PUMP
BARNES 3SE594L. 1/2 HP. 200V
(10.000 GALLONS) 3 PHASE 155 GPM @ 10' TDH
2" GALV. FIXED _
MEDIA QEWATERIN
PUMP DISCHARGE
•.•.may.'
-------- - -- ----
4 l r 2" SCH 6
rn OD -
2" GALV. _
DECANTIN
DEVICE 4"PVC WASTE
MANUAL SLUDGE LINES
r WINCH 6 _ FYC
1-1 3; GALV AIR
BAl VALVE BALL YALYE
711
I) (� 1 1 " PVC KNIFE
�1 GATE VALVE
PVG
2" GALV.
ALUMINUM
FLOW CONTROL
G�FVC
T
SUPERNA.AN
RETURN
SOX W/ BARSCREEN
-=
_.... .
3" FORCEMAIN
C-----
---
-------
-------
••
•�
E
RGENCY
INFLUENT
---
- _
:�
0
RFLDW
3" FORCEMAIN
a
_
_
v_
DRI INE BACKWASH
-
O� CD
PUMP CONTROL
-
PANEL
in
-
-
10 -0 ANOXIC (13.1
- -
1-1/4"
BALL VALVE 2" GALV A
- -
COARSE BUBBLE 3"BACKFLUSH
-
- -
-'PSI -
DISC DIFFUSERS RETURN
8"
17'-0"-
7'-0" FLOW QUALIZATION
(10.00 GALLONS)
MIXING PUMP
BARNES 3SES94L, 1/2 HP* 2
3 PHASE 155 GPM @ 10 TDH
3" GATE VALVE FOR BACK-UP
ALUMINUM I -BAR GRATING
AIR TO FLOW EQUALIZATION 3" BRASS
OVER FLOW EQUALIZATION.
SLUDGE DLDING & ANOXIC
$ALL YALYE tTYP)
TANKS
TECHNO CHECK VALVE (TYP)
DUPLEX EQUALIZATION PUMPS
BARNES 3SE594L. 1/2 HP, 200V
PRESSURE RELIEF VALVE (TYP)
3 PHASE 30 GPM @ 20' TDH
MARINE EXHAUST HOSE (TYP),
m
3� 68
CP#1
NEMA 4X FRP
PUMP CONTROL
PANEL
-FLOW CONTROL BOX
Ff
NITRATE RECYCL
BARNES SE411.
115V.1 PHASE
37.5 GPM @ 20'
DISCHARGE
VAL
STEPS
-3" UNION
ffi
L_L_._IL_ E ECTRICAL DISCON ECT. TY
5`-10"AERATION-
- - - - - - - - - - - - - - - -
__ _ 3" SCH 40 PVC TO FLOW E0. TANK_
1T'-0"AERATION 8
(28.700 GALLONS TOTAL)
4"DIP 3"DIP
4 "PVC
4X2
ARI
VAL
MAIN PLANT AIR BLOWER
FLOW EQUALIZATION BLOWER (2 REQUIRED)
ROOTS 24-URAI ROOTS 36-URAI
2 HP, 230V. 3 PH. 7.5 HP. 230 V. 3 PH.
27 SCFM @ 6 PSI 167 SCFM @ 6 PSI
HEATER
ELECTRRCAL AUTODIALER
DISTRIBUTION
PANEL "EDP"
DORDT 2" BACK
WASH VALVE
BACK WASH -,
WASTE LINE
LEASE
CHECK VALVE
(SIZE MAY VARY)
SHUT --OFF
SIZEMAYVVARY T`_
4SD 40 FILTRATION IT
H
11
11
H
DOUBLE-3068 11 f
-PERC-RITE
CONTROLLER
u.�
z
a:
P L AN VIEW
a
1 tv
t
ARKA 2'
FILT
CHEC1�1(g11
;PULE
it 8
I
E; ARGER
12'-8" ---- -- 12`-8«
12'-0" 12'-0"
BARNES SE411.
- - - - 3T.54 �115V.1PPHASZO'T014
9'-D" UV DISINFECTION
I-8AR FLOW METERING
OVER DUAL TROJAN 305OK-PTP
CLARIFIERS. A UMINUM ULTRAVIOLET
DIA & V TANK STOP PLATES -� �-DISINFECTION UNITS
u
PV
BAFFLE
z�c=5_o
l���� II (L���UL
-NEMA 4X FRP MIXING PUMP 1� TNES PE -
$,NITRATE RECYCLE PUMP BAR
CONTROL PANEL W/ HOA `� 375V.1 PHASE
4/tOHP.
I 3T.5 GPM @ 20` TDH
SWITCHES & PROGRAMMABLE 4" SCH 80 PVC
TIMERS
12'-8"CLARIFIERS (8,080 GALLO TOTAL)
3'-0" 12'-8"FIXED MEDIA
60" 60"
STA IONARY LOUVER
BALL
O UNIT EMERGENCY
GENERATOR
ELECTRICAL ROOM
3068
X 60" STATIONARY LOUVER
FUSED SERVICE
DISCONNECT
MAIN
DISTRIBUTION
PANEL
AUTOMATIC
TRANSFER SWITCH
IN'iIAL DOSING SETUP
DOSE ZONES 1 & 2 TOGETHER @ 1200 GALLONS/DOSE (12 TIMES PER DAY
DOSE ZONES 3 & 4 TOGETHER @ 1200 GALLONS/DOSE(12 TIMES PER DAY)
3" PVC VENTf
INSPECTION PIPE r'3" PVC UNION
PUMP DISCONNECT SWITCH
' ULTRASONIC
a FLOSENSOR
r16�,
�t
■ 1
s
I
�t
FLOWMETER CHART RECORDER
r-STILLING BAFFLE
TWO DUPLEX
::---GFI RECEPTACLES
FLOWMETER
CHART RECORDER
22 1/2' ALUMINUM
V-NOTCH WEIR
6" PVC EFFLUENT PIPE
BLOWER ASSEMBLIES:
TWO PLANT BLOWERS PROVIDED (ONE OPERATING. ONE STAND-BY)
ROOTS ROOTS URAI-36 BLOWERS AND 7.5 HP. MOTORS
115 SCFM @ 6 PSI EACH (AERATION)
40 SCFM @ 6 PSI EACH (DIGESTER)
8 SCFM TOTAL (SKIMMERS)
4 SCFM TOTAL (GEYSER PUMPS)
167 SCFM @ 6.0 PSI TOTAL (PLANT BLOWERS)
ONE FLOW EQUALIZATION BLOWER PROVIDED
ROOTS URAI-24 AND 2 HP. MOTOR
27 SCFM @ 6 PSI
10,000 GALLON FLOW EQUALIZATION CAPACITY
10,000 GALLON SLUDGE HOLDING CAPACITY
13,100 GALLON ANOXIC CAPACITY (TOTAL)
28.700 GALLON AERATION CAPACITY (TOTAL)
8,080 GALLON CLARIFIERS (TOTAL)
152 SQ.FT. SURFACE SETTLING AREA (TOTAL)
197 GPD PER SQ.FT. SURFACE SETTLING RATE
6.4 HOURS SETTLING DETENTION
1.250 GPD PER LINEAL FOOT WEIR OVERFLOW RATE
120 SQ.FT. FIXED MEDIA TANKS (TOTAL)
NOTES:
1. ALL PROCESS PIPING TO BE SCH.40 PVC UNLESS NOTED OTHERWISE.
2. ALL AIRLINE PIPING TO BE SCH-40 GALVANIZED STEEL.
FITTINGS 4" AND LARGER SHALL BE DUCTILE IRON FLANGED.
3. ALL PIPE SUPPORTS AND BRACKETS TO BE HOT -DIPPED GALVANIZED.
A. PRECAST CONCRETE TO BE 5000 PSI AT 28 DAYS.
5. BUOYANCY IS NOT A CONCERN DUE TO THE TANKS INSTALLED
ABOVE THE WATER TABLE AND THE PLANT GRADE IS MOUNDED.
2"SCH 40 PVC. ALUMINUM - --ELECTRICAL DISCONNECT "
BAR SCREEN 3"DIP AIR FROM 6 PVC KNIFE
STAINLESS STEEL CHAIN 4'PVC SLUDGE RETURN LINE GATE VALVE
SUPERRETURN PLANT BLOWER STAINLESS STEEL
RETURN MIXING PUMP - (40PVC SLUDGE RETURN LINE 3" PVC WYE
3SE594L. 1/2 HP* 200V TOP OF TEE BELOW WATER PIPE SUPPORT. BEYOND) AIRLIFT SUPPORT
3"DIP AIR FROM 4'PVC BARNES- LLEVEL SKIM FLOATING MATERIAL STAINLESS
3 PHASE155 GPM @ 1D' TDH TYPICAL BRACKET
PLANT BLOWER FORCEMAIN STAINLESS STEEL LIFT CHAIN
INLET - 2�-0.. .. WI.STAFNLESS-STEEL-HOOK..................--STEEL_BRACKET-- --.... ------...
12 -•---
12
GFI RECEPTACLES
TOP OF PLANT FE11.5"CAP .__ _ _
11
-------------
DIP BACKFLUS INV 9.1 ULTRASONIC
TUR FROM AS 6_PVC
INV 9 0
............ . . .. ... - - - p .. FLOWMETER SENSOR
10 ;' " PVC BAFFLE... ` o - - . - .. .
f Y 50 a FILTER UNIT 6" YC "PY °' INV 0 l,r
EMERGEN .. C_7 S E
•OB... " 1 t/4 SCH:80 .... .. ^ 9
IMM
9 ------ f -ALARM'&'LAG ON-FE-B_67--- - -- -- DVERF PVC AIRLINE i ..,
� UV DISINFECTION `
\ !� p INV 8.83 FIXED MEDIA DECKING
tt UNITS - -
(� Z TO 1'BELOW W. ----- -- - \ I
-7:92
8 NY 9.67 ., ., c } i
NV 83 c 8
3 % 40 PVC DRIP FLU a a WATER. TYP. a -'� F ONCRETE
RETURN LINE TRANSITI W a a a BAFFLE __......----.I'.X.3.".ALUMINUM... --. �..:� "',''----••--•-
_. .............. .i....:.., .. - w...__....................... 7
T TO 3"'DIP u...................... -..... s� d a ..STAINLESS STEEL '-AD,ti15TABLE ANGLE SUPPORT -
LIFTING CHAIN o 3"DIP AI ^ �-
" -� ( I W t ,G INV 6.83 8 PYC ¢ • ALL SUBMERGED PIP S ALUMINUM FROM PLA•7- ANGLE
3 FORCEMAIN INFLUENT �,-- TRANSFER---- fl ._-WEIR.TROUGH-.--_. _. BOTTQM.UV-QISIFECTIQN.„ 6
.......... �..... - - - - - - w ... '+' { 5 CONCRETE Q SEALI.O W! )(ORLW BLOWER
6 ..... ...,FROM LIFT 'STATION......,......, ..... -------------- - 4 .+, a- a o o b FE 6.00
ao ( pC DIVIDER WALL INV 6.83 10+_3" o 0 0 0 0
`1 STAINLESS STEEL ANGLE W w - - w _ - .. --------------------- --- - ----------.... .............. _..... .F-........----- .... ' _".?..,.STONE .BEDDING..............._. 5
-PIPE .SUPPORT ............. .................. . ........... _ ....._. - ._...._ at . �---------------vr .....---............,_, _._.. SL'OPEQ 'FLOOR 'TO`F�p
� LL L U- ^ w - :. a• - 4'-0" LOW WATER LEVEL
E- o... ., ... .......... - ----- --------- - ----------- ....... 4
4 TRANSITION . _TO. DIP. - - ... «� ¢�. _o. " ..... -
o T c -' TTON FIXED
3"SCH PVC 80 DISCHARGE z �- u) O .O 00� O O O .OLO6��--
------ ^O �' O ` s O 1EDIA TANK FE 3.83 ALUMINUM 222LR-1/2"
- -.---------------------•----- ------ a..V-NO..CH_ ........-----_-- 3
,.
a a a ro-BARNES
BARN S PEASE• 4/10HP. 1
:.. �. FINE BUBBLE ... - -------- -----• 2 #57 STONE
- --------• � - ;_..: ---- -.. 'T -- -------------- _--------------------------- - ----------------
.... DFFFUSf1RS� IN ... ... _
2 @ aEDDTNG 2
LEAD PUMP ON/BLOWER TIMER ENABLED FE 0.1 ° �" 4°TYP. v AREATION ONLY Q 12 -8 1
- - - - - - - - - - - - - - - - - -------- - --- - ............ .' -
1 ..... - ----- ------------------------ _...._--- .--PUMP'OFF/BL-OWER'OFF FE'O-.b7 - - - - �. i �- GEYSER PUMP
37 5 GPM 20 TDH
. --3" .PVC
------------ _
SUBMERSIBLEPRESSURELEVEL. SENSOR A -------- ........................ _... ---- 0
BOTTOM FLOW EQUALIZATION ^ • •30 V M _ O • 4 TYP. ^ Oo _
HOLDING.FE-1. 17. ..,... ---- -> ---'• ,..._,._..,....,... ,.....,.::. .. :, F ... 1
1 BASIN/SLUDGE.<- --
0 0 o o o a - o' "`• of o(x' a(� 0�0 0 0� ' a a at�QQ a(�� F a a o o>yo
. - - - - - -
BOTTOM ANOXIC/AERATION r
REVISIONS:
No.1
BY
I DATE
DESCRIPTION
1
BTM
12/22/05
CCEH COMMENTS
2
BTM
2/2/06
PUMP CHANGES
3
BTM
6122106
DEH COMMENTS
4
BTM
8/7/06 1
PUMP HOUSE SIZE
12" #57 STONE BEDDING r - , - . . .. ..... . ....... .
BASIN FE 1:1T.... ....- --- -- - --- ... .........._..,.. - fu: - -3 WASTE TREATMENT PLANT
_3 12" #67 STONE BEDDING DUPLEX EQUALIZATION PUMPS 6" 5'-10" BOTTOM AERATION BASIN FE-1.17 NITRATE
BARNES SREC CLE/PUMP N o. 'a. "�. BOTTOM CLARIFIER FE 3.78
--------------------
. �_ _. -4 TIDE RANDE VILLAS
-BARNES•3SES94L,•1/2--HP.-20OV.......................... ...... - _.....-------------- ---------------------------- - 115V:1 PHAASE------ .......... �Op 0p O
3 PHASE 3.Q_ GPM @ 22__TDH 37.5 GPM @ 20 TDH o`10 'l flo Oi Oo 01`l Qo O ({� �{ PRESERVE
............................ - - ........... -5 C T H L1J.J1J
/� /� 12" SQ.
SECTION A- A 12' #57 STONE BEDDING
c9
CLIENT: INDIAN BEACH ACQUISTION LLC
SHEET # C10 OF 11
PROJECT #: PM1589
DESIGN FILE #: TREAI'MENT PLANT. DGN
•CARD ���'•
of ESSz •'��2�'%
c °y : 7
S AL r ;
t-
:3 '
•
s O :<� $-:
,0 �tciiie `
C/O
WHISTLER INVESTMENT GROUP
ADDRESS: 8414 FALLS OF NEUSE RD
RALEIGH, NORTH CAROLINA 2761
PHONE: [phone]
/A\ TROUD ENGINEERING, �. .
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
7-7479 O
DNALD�CUUL 2
ESIGNED:
RDC
RAWN:,-�*,
OF