SW8061002_Approved Plans_20061212

Ln
fn
SUMNER SUITES
F04U-,DA GREEN
UK
Elp
am
SITE
PINE KNOLL SHORES I ATLANTIC BEACH
SIR -aA
VMr
PATH
SAL - Tr (1614'T OF
pUSL
its
.3
2'.
'REA
'13-339 SF
2,75.
'33 U.3 Wr AREA - 1120 S
awL I MA 11287 SF
254
AREA 11287 SF I
r AREA- .1 12W '$F
bVT
AREA -
14,463.65 SF
11291 SF I tY
I AREA - 11287 -SF
4
ui,6-
___ so BL I I I I I
z ; A AREA -13,708.20,SF A
1-1.1 AREA
A
14 SF 114,404.
vi
4
#tam
3r.
1-4
do*
_425100L 1
13 1
gmm$
T
IS., I I AREA
4
-41 14 1 1 PaEA - AMA -
4 - SFi
14,7%.24 $4
4
U
I co AREA
xm 120
lot I I 1W i "OL.. EIR '4qREA 1 14,664.35 $F
1, - 1 1 114#599.41 si
JAREA 1+,1W.29 -SFJ ZIA MEA
AREA -
COO 1 114,2-92-20 _SF4 1 14,347.41 _';Fj
ja -1
AMA -
—t- AREA - I I I
1 AREA - 414,1S1.27 SFj 14.237. 16 �Fi
ZONE t I PREA - 114,179.48 SF I TBACK
114,16148 -SF! avow"SAW
i AREA - wasto. m
E 114.131ASSFJ ,,Woo W&
v T, 6'
FL 1 14.977.03 SJJ-. lip Accm-
EACH SIDE PROMITY UNE 42.38
4 1 Voo ma
Im
CAM16
EASEMENT- 5' 1 Ess A ETB SIDE IE PROMTY LINE 1.2
N/F SAM WHITEHURTS ATION
0.8. 721 PG 600 60.13 TABLE
NCPIN 636518315824 2001 ST L INE OF
cokAL, 8AY
roo, 13
LOT 23
3> io.13
cp
SHEET 1 OF 4
PROJECT *t PM 339-15
DESIGN FILE 01 339/ROYAL PAVILION/SUBDIVIS,ION-SKETCH. DON
OWN"--,
S85-48`54"W
501 25 0 50, 10
SAM I I I I I imummom-, J­­j
1 111 .1 i'llmom I I I L I
4 51.47
COMMON AREA
0%p
AV TNfWW_R1_q1F0WSS F--ASEMENT
TYPICAL STREET SECTION A -A
NOT TO SCALE
TYPICAL STREET SECTION B-B
NOT TO SCALE
ATF-R LINF,-
t4EAN.
454 51
ATLANT I C OCEAN
N134-o 24,
ECM
51, WOW WHO%
��Ic. WAESS
___`p&6 Across M 419
N/F ATLANTIS LODGE IN-C.
0. S. 238 PQ 204
SA
LOTS 16- 18
m
r10
ZONE
TELEv
W_7�C-0()D, 7-UTNF- E
too
NCOS " HOL I DAY "
LEGEND
EIR - EXISTING IRON ROD
Elp - EXISTING IRON PIPE
p/W - RIGHT OF WAY
TEL - TELEPHONE
or OVERHEAD ELECTRIC
MB
tA Ap nnnk
S85-47"Ib" OB DEED800K
21.25 PG PAGE
NOTES;
TOTAL TRACT AREA-----536035.46 SF
SMALLEST LOT SIZE-----1.0#000.00 SF
AVERAGE LOT -SIZE-----,;- 12,680.61 SF
WATER PROVIDED BY THE TGWU OF PINE KNOLL SHORES.
co
= CLEAN UU
WM
= WATER METER
APPROVED Fil
a F 1'RE +iYDR-ANT
CP
NORTH CAROUNA ENVIRONMENTAL LP
a - LIGHCOMPUTTPOLEED POINT
M"GEMENT COMMISSION ELEC
- ELECTRIC
,ECM
- EXISTIM CONCRETE MONUMENT
DMSION OF WATER QUAUTY 'SIR
- SET IRON ROD
(Dt�c -Zccfa
REFERENCESs
OWNER; N/F
REVISIONS;
W I -NUSTEAMER
sy,
D. B. 711 PG. 654
M .B. 6 PG. 20
I
A-m
livila/las.
Amm- 112-01 SETS - AM
2
11/15/98
tMEO(SWeNSEACH
MTS
NCPIN
6365- 1'8427,072
3
12/4/08
ftoAn SM-Tiom
NCPIN
638 1841 961
NCRN 636518417,873
STITE ;N—A W_
R 0bEVELT BEACH
SEWER PROVIDED BY ONSITE SEPTIC SYSTEMS.
MOREHEAD TO-VNSHIP# CARTERET COUNTYv NORTH
CAROL INA
SLT
ill'.0,00
TV-7
CL -UL I U , LLC
IDES
IGNFDl
RDC
SALTER PATH ROAD —50
AODRESSs 2231 WEST NASH STREET NW
ERAWNI
FRONT LOT LINES ------ 251
WILSONi NC 27893
RDC
SIDE LOT LINES
REAR LOT L I NES 60 LAMA
0
r- E sN%
PHONEt 252-291-9000
E0z
e. 4 1
0 %
7 120
:PPROVEE).-
SPA
STR011in ENGT�NFFRjNn-1% Pii,_Af6
1A HIGHWAY 24
RDG
4- 3343
DATE s
MOREHEAD CITY,. N.C. 28557
Qlncs!�'.
0009 � k_ 'o %% (— MT2) 247 9 8/8/06
00000t /
c,
SCALE-.
RnNAi n n Ct JI I T PHI=R P. F. III it 50/

SEEDING SCHEDULE
SEED BED PREPARATION
LIME---'-------------------------- 2 TONS/AC.
10-10-20------------------------- 1#000 LBS_/AC
0-20-0----------------------------- 500 LBS./AC (AFTER SEEDING)
ASPHALT TACK -------------------- 200 GAL./TON OF MULCH
SEEDING MIXTURE
(FEBRUARY I -APRIL 30#
TALL FESCUE---------------------- 50 LBS./AC
PENSACOLA BAHIAGRASS--------- 10 LBS./AC
KOREAN OR KOBE LESPEDEZA (SCARIFIED)---50 LBS./AC
(MAY Is -AUGUST 31 )
TALL FESCUE--------------------- 50 LBS./AC
KOREAN OR KOBE LESPEDEZA(SCARIFIED) ---- 50 LBS./AC
BROWNTOP MILLET-------------`-- 25 LBS./AC
(SEPTEMBER I R JANUARY 3I )
TALL FESCUE---------------------- 60 LBS./AC
KOREAN OR KOBE LESPEDEZA (UNSCARIFIED)--- CO LBS./AC
RYE (GRAIN)---------------------- 25 LBS./AC
FOR SLOPES 20 OR STEEPER ADD 30 LBS . /AC SER I CEA LESPEDEZA
LANDSCAPING MIXTURE
(JANUARY I - MARCH 31)
NOTES#
1. GRADING CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
LAND DISTURBING ACTIVITIES TO ENSURE COMPLIANCE WITH THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
- THE CONTRACTOR SHALL OBTAIN A COPY OF THE PERMIT ISSUED BY
THE N.C. DIVISION OF LAND RESOURCES -LAND QUALITY SECTION ALONG
WITH WRITTEN NARRATIVE FROM THE OWNER OR ENGINEER AND BE
THOROUGHLY FAMILIAR WITH THE REQUIREMENTS. THE CONTRACTOR
SHALL INSPECT ALL EROSION CONTROL DEVICES AFTER RAIN EVENTS
AND REMOVE ACCUMULATED SEDIMENT, REGRADE AND RESEED
ERODED AREAS, MAINTAIN RIP RAP ENERGY DISSIPATORS, AND CLEAR
ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS ASSOCIATED
WITH THE PROJECT.
2. MAXIMUM EXTENT OF LAND DISTURBANCE AREA LIMIT - 12.30 AC
4. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY.
GLIC. LLC
C/O FRED BUNN
2231 WEST NASH STREET
WILSON NC 27893
(252) 291- 9000
CONSTRUCTION SEQUENCE
PHASE -1 (DEMOLITION)
1. INSTALL SILT FENCING AS SHOWN ON PLANS, WITHIN AREAS
OF DEMOLITION.
2. DEMOLISH AND REMOVE EXISTING BUILDINGS, PARKING LOTS
AND WALKWAYS.
3. SEED ALL DISTURDED AREAS WITHIN 14 DAYS OF FINAL LAND DISTURBANCE.
PHASE 2 - (CONSTRUCTION OF ROAD)
1,- INSTALL STONE CONSTRUCTION ENTRANCE.
2. INSTALL SILT FENCE AT LOCATIONS SHOWN ON PLANS.
3. ROUGH GRADE ROAD.
4. INSTALL STORM DRAINAGE i NCLUD i NG DUROP INLETS AT DR I. Y Ei A trS .
5. INSTALL UTILITIES AND STONE BASE.
G. FINE GRADE STREET AREA AND SEED AREA TO REMAIN OUTSIDE
OF PAVED AREA.
7. PAVE STREET
COMMON BERMUDAGRASS (UNHULLED)----- 20LBS• LBS./AC ---�"
( APR i L I - JUL Y 3 I )
_ _�ROADCOMMON BERMUDAGRASS (HULLED)--------12 LBS./AC---�' —
.- � All T -
To �� ���dvEo �___-- ��.�� �.�=-�•x# ECM
01 PUBLIC RI
10
-.------ G DRIVES Mt3VED - _ . _ \ / �- s
__--- _ —
_.._ .. _ __ _ _ ._ _....._ - �_. _ _ _ - _ FC3UR EXIST 55 DULVERTS TO BE RE _ - _ --�- \ t �.it :
_.— .._-._ _—_ ___ - _ .._� _ _ _ __..._ EXIST INnMPLET ION OF DEMOLIT ION - w _ -..�� _ ! t 1 _ �. � -,� , x
N84' 241 18" E
m
I. -
cc a-
z a
Oar
a c<LL
(1z0)
NCGS" HOL I DAY"
AFTERLIMITS_.--�-
DISTURBANCE
5.97
_ i .,, .,.--� x " _'fi"'1 �i "_ C"'"`� "t -1 t [ t•t PUBLIC WALK ACCESS
EXISTING PARKING T(3 BE REMOVED # � � ACC
ECM P� ----� t 1 r ! I ! I r r t r BLIC BEACH ESS
x,.,,... s -�--^� t SILT FENCE
f f ( EASEMENT DB ! f 2$ PG 4I0
27 5 ' x ,...---- x /
s-�_------------- �-----------------, _ i
SIR N8 ` 201 8u :--'-"x `.... _ -- _ -- -:.--aft.�..:,�,�. -;zA�a,__ $ s ,.,.,... x ----�- a _ _----- -- -- ..-�,.... _ _ _ _ _ .. _ ,. - - - - t r r r f f r r r : I ! f f r ! f f ! - ---- -- -. t i
[/ ! f r r r I f I r! r I! r/ f I ! x
7 It
# i SILT FENCE
EXISTING BUILDING TO BE €fENOL I SED
• EXISTING PARKING TO BE RENOVEt3 t t _ Li "'"_ "� �'�� �`�,� J r / / / / r / f / / / ! r / / / ; (�i
# J t f f t f P t J / I > J f I f * V7
rn
I.. _ .. �..,....... - n _ [
0') LI I...__0I
------------------T.1----===- _-L-�� j EXISTING BDIi.Q NO ffO BE : DEm0L ISEt i .. �. ,�
t t i if 1 1 10
i
zEll
1 i EXIST ING IL I'� TO BE DENO3L ISEI :1 I I L ----- ------ a I I
.- 1# I ; i—_--_-- IL_ o—....p_..A--L.....,4..�..�...�._ �...�L_..�—_it...�..iI #� � FIR
col
{ LIMITS OF LAND ` 1 1 � I ' 1 x DISTURBANCE r
x « x _ Z t -2 E IT
#'''` EXCAVATE A TRENCH AS SHOWN, .
PLACE FILTER F AE3#R i C I N TRENCH, J
# t SILT FENCE 1 l BACKF I LL WITH COMPACTED SOIL ,
t \ � \ � Z jt t 10 MAX. WITH WIRE
fi MAX WITHOUT WIRE
FILTER FABRIC .r .._...._ ..__� ._.._.....
1 1 NOTE # t a \{ 'k,
# # BUILDINGS HAVE PREVIOUSLY BEEN REMOVED. BUT # �, �'`. _ .--� •
1 t FOOTINGS, FOUNDATIONS, AND PARKING LOTS-
n
11 # # REMAIN FOR DEMOLITION, #
01
EGETAT
i ! LINE CP STA,
2001 1S-
Ju
10
— -----� SILT FENCE DETAIL
SCALE; NOT TO SCALE
i1 NOTES=
t CP Cp _--__—. -- 1. USE WIRE A MINIMUM OF 322 IN WIDTH, AND A MINIMUM OF
- $-_LINE, WIRES WITH 12.. I
STAY" SPAC.INS.
S85" 471 15" 2. USE FILTER FABRIC A MINIMUM OF 39= N WIDTH AND FASTEN
2 •2 3. ADEQUATELY TO THE WIRES.
PROVIDE 5' STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE.
ATE L I NE . 4' DIAMETER PINE OR 2" DIAMETER OAK.
Zoo l tAEAN S24 • 81 MAINTENANCE#
lHW
S8 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC COLLAPSE, TEAR. DECOMPOSE OR BECOME
INEFFECTIVE REPLACE IMMEDIATELY.
- C. P
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE ''NEXT RAIN EVENT TO REDUCE PRESSURE
451.47 ON THE FENCE.
4 REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
------- ---- S S . 8 ` % AFTER THE CONTR I BUT I NG DRAINAGE AREA HAS BEEN STABILIZED.
cp
ATLANT C OCEAN REVISIONSIS
NO. BY DATE D ESCRir�
erraww
SHEET 2 OF 4
PROJECT *# PM 339-15
DESIGN FILE *# 339/'ROYAL PAVILION/SUBDIVISION_SKETCH.DUN

SEEDING SCHEDULE
SEED BED PREPARATION
LIME--------------------- ------ 2 TONS/AC.
10-10-20------------------------- 1,000 LBS./AC
0-20-0----------------------------- 500 LBS./AC (AFTER SEEDING)
ASPHALT TACK -------------------- 200 GAL./TON nF Min rH
SEEDING MIXTURE
(FEBRUARY I -APRIL 30)
TALL ''FESCUE ---------------------- 50 LBS./AC
PENSACOLA BAHIAGRASS--w__----10 LBS./AC
KOREAN OR KOBE LESPEDEZA (SCARIFIED)---50 LSS./AC
(MAYI -AUGUST 31 )
TALL 'FESCUE --------------------- 50 LBS./AC
KOREAN OR KOBE LESPEDEZA(SCARIFIED)----50 LBS./AC
BROWNTOP MILLET--------------- 25 LBS./AC
(SEPTEMBER I - JANUARY 31)
TALL FESCUE---------------------- 60 L.BS./AC
KOREAN OR KOBE LESPEDEZA (UNSCARIFIED)--- 60 LBS./AC
RYE (GRAIN)---------------------- 25 LBS./AC
FOR SLOPES 2s1 OR STEEPER ADD 30 Les./AC SERICEA LESPEDEZA
LANEDSCAP I NG MIXTURE
� A RY . MACW"U 3 )
NOTES,
1. GRADING CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
LAND DISTURBING ACTIVITIES TO ENSURE COMPLIANCE WITH THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
THE CONTRACTOR SHALL OBTAIN A COPY OF THE PERMIT ISSUED BY
THE N.C. DIVISION OF LAND RESOURCES -LAND QUALITY SECTION ALONG
WITH WRITTEN NARRATIVE FROM THE OWNER OR ENGINEER AND BE
THOROUGHLY FAMILIAR WITH THE REQUIREMENTS. THE CONTRACTOR
SHALL INSPECT ALL EROSION CONTROL DEVICES AFTER RAIN EVENTS
AND REMOVE ACCUMULATED SEDIMENT, REGRADE AND RESEED
ERODED AREAS, MAINTAIN RIP RAP ENERGY DISSIPATORS. AND CLEAR
ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS ASSOCIATED
WITH THE PROJECT.
2. MAXIMUM EXTENT OF LAND DISTURBANCE AREA LIMIT - 12.30 AC
4. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY,
GLIC, LLC
C/O FRED BUNN
2231 WEST NAASH STREET
W I LSON NC 27893
(2-52) 2951-g00O
I
5. ANY FILL MATERIAL BROUGHT TO THE SITE MUST BE OBTAINED
FROM A PRUPiERLY LICENSED AND PERMITTED BORROW. SITE.
CONSTRUCTION SEQUENCE
rrtHSt -1 t ULMUL l I i UN 1
1. INSTALL SILT FENCING AS SHOWN ON PLANS, WITHIN AREAS
OF DEMOLITION.
2. DEMOLISH AND REMOVE EXISTING BUILDINGS, PARKING LOTS
AND WALKWAYS.
3. SEED ALL DISTURDED AREAS WITHIN 14 DAYS OF FINAL LAND DISTURBANCE.
�PHASE 2 (CONSTRUCTION OF ROAD)
! 1., INSTALL STONE CONSTRUCTION ENTRANCE.
2. INSTALL SILT FENCE AT LOCATIONS SHOWN ON PLANS.
3. ROUGH GRADE ROAD.
4. INSTALL STORM DRAINAGE INCLUDING DROP INLETS AT DRIVEWAYS.
55. INSTALL ILL uT Ii.i T iES €Kivu STuvE BASE,
G. FINE GRADE STREET AREA AND SEED AREA TO REMAIN OUTSIDE
OF PAVED AREA.
7. PAVE STREET.
J NUA t I --- -
COMMON BERMUDAGRASS ( UNHULL.ED) - - - --20LBS. LBS. /AC _-----`
( APR"I L I - JULY 31 ) ---------'"`-- - _ ...
COMMON BERMUDAGRASS ( HULLED) - - - - - - - -12 LESS./AC -l-���__
.. `� ROAD 480CiSEiz
---~- 0 LF 18' RCP EP 2� PAT
48..g0Of
SAI TER
puj3LI i • vi"! +� !-
---�.---- -' _ NG DRIVES TO BE REMOVEDREMOVED f-__ _-- '=; ` _ A ct✓ �� -
_._ ._-..�.....----- --" FOUR EXIST I TS TO BE =�- _ - - - - _ __ -� r 1 _ _ i i-- _ _- - _ _ -
__.. __. _--� _—_ _ .__._ _ _ __ _---_. _ _ , _— _ --�- EX S ING 15` CULVERTS _`fit - - - -- - - �E - t _� - -- z� - -- -� . _
—. -- r _ - �' — I - t - .?
M
CONCRETE SLAB
EIR
m
STANDARD
NCDOT 840.15
FRAME AND GRATE
DROP INLET DETAIL
14CDOT STANDARD 840.15
N.T.S.
45.0 LF 18' I?CP
CRUSH &
(6' CAB
SS ' 48 ` 54" W
try mr,F nr
STONE CONSTRUCTION ENTRANCE
SCALE+ NOT TO SCALE
0 r J 1001
SCALE:
40' INGRESS/EGRESS EASEMENT
TYPICAL STREET SECTION A -A
NOT TO SCALE
v vI-3vv V S V7tL
TYPICAL STREET SECTION D-D
S 5.5111
ATLANTIC OCEAN
5' WOOD WALKWAY
PUBLIC BEACH ACCESS
PUBLIC BEACH ACCESS
EASEMENT DB 1128 PG 410
S85. 47' 1 5" W
21.25
STQRMWATER DATA
DRA I NAC E AREA - 5-�6: 6B5 Sp
RECEIVING DATER BODY - ATLANTIC OCEAN. CLASS SA
ALLOWABLE LOW DENSITY IMPERVIOUS-.25'/.
ALLOWABLE IMPERVIOUS - 134,008 SF
PROPOSED IMPERVIOUS
PROPOSED ACCESS' EASEMENT - �11476. tt Si=
BUA FOR LOTS - 106,400 SF
(28 LOTS X 3,800 SF EACH)
TOTAL PROPOSED IMPERVIOUS - 133,875.00 SF
X I MPERV I OUS - 24. 97
fx
1 Essig
* e m
EXCAVATE A TRENCH AS SHORN.
PLACE FILTER FABRIC IN TRENCH,
eACKFILL WITH COMPACTED SOIL
\ FILTER FABRIC
cr
o air
DOM
cc C Es.
0Z w
NCS" HOL. I DAY N
10' MAX. WITH MIRE
UA V' 6t T runi" tT Lt T mC
SILT FENCE DETAIL
SCALE= NOT TO SCALE
NOTES(
1. USE WIRE A MINIMUM OF 32' IN WIDTH, AND A MINIMUM OF
6 LINE MIRES WITH 12' STAY SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36, IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRES.
3. PROVIDE 5' STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE,
41DIAMETER PINE OR 2'DIAMETEK OAK.
MAINTENANCEm
I. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EAC14
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC COLLAPSE, TEAR. DECOMPOSE OR BECOME
INEFFECTIVE REPLACE IMMEDIATELY,
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
STORAGE ^VOLUME FOR THE NEXT RAIN EVENT TO REDUCE PRESSURE
ON THE r ENCZ.
4 REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED -
REVISIONS:
NO WETLANDS EXIST ON SITE
SHEET 3 OF 4
PROJECT *} PM 339-15
DESIGN FILE 01 339/ROYAL PAVILION/SUBDIVISION-SKETCH.DON
NOT TO SCALE

/FIRE HYDRANT, PUMPER NOZZLE TO BE
— PERPENDICULAR TO STREET
f im vin i T pit:
2° SQUARE 0 ERA ION NW
OPEN LEFT (COUNTER CLOCKWISE)
STRAIGHT METER STOP
WITH LUCK WING
COST IRON (MUELLER 8-24350)
METER BOX FEMALE IPS THREADER
(SUPPORT BOTTOM OUTLET WITH PLUG
WITH BRICKS) TAIL PIECZ
—�` - _.�
SERVICE SADDLE
'(FORD S 70)
—WATER METER AWWA C-700
ICK SUPPORT BADGER 25. IN GALLONS
_` CTS COMPRESSION
SERVICE LINE
PRECAST 6' THICK. CIRCULAR
CONCRETE COLLAR/PAD
(3000 PSI)
y VALVE BOX
CHARLOTTE UTL 274
NEW GATE VALVE
NOTE=
IF VALVE BOX EXTENSION
WATERLINE IS REQUIRED USE CHARLOTTE
UTL 281.
BATE VALVE & VALVE BOAC DETAIL
PRECAST 6' THICK. CIRCULAR
CONCRETE COLLAR/PAD
(3000 PSI)
VALVE BOX
CHARLOTTE UTL 274
EW GATE VALVE
WATERLINE
BATE VALVE -& VALVE BOX DETAIL
MECHANICAL
JOINT
LOCKED HYDRANT TEE
CORPORATION STOP
{ DUELLER H 15k70$)
36" MINIMUM COVER EXCEPT' UNDER HITCHES.
t N. T. S. )
6`
PIPE
3ETMETER AND 8EHiND TOP CIFXDITCHTWO FBAMdKEET EWH EVE YOND TISFGREATER. -WAY OR
NOTE=
IF VALVEBOX E NSi0
SLOPE TOP OF
CONC. TO PROVIDE Y ' '' ' " ' • ` .: -
SHOULD LOCAL CONDITIONS
IS REQUIRED USE CHARLOTTE
UTL 281.
DRAINAGE FROM
> .:
HYD. DRAIN �����U%,{�
S' GATE VALVE
UNFORMED CONC. DUC— LUG PREVENT CONFIGURATION
SHOWN. ALL JOINTS SHALL
SHALL
---"
----- --
BE RESTRAINED.METER
E T E �
SET DETAIL.RODS
THREADED
__._.�------
(COATED)
(N.T.S.)
TYPICAL FIRE
HYDRANT ASSEMBLY
(N.T.S.)
----
DI 1
GRATE 10.90
���_.•_,,,.__.�.--- _`.�_.--
AD
PROPOSED
48' RCP EP
18 LF 0
INV. 8 .60
AT H
.
11.
_ __
_ _--_-- __—"" --- ----
LT �0! {j G�.. T
Off " V A�
y�� � =
_
�"exs r �&
ol PUS
BBLL€OC.KI
48.0 LF 18' RCP
FLANGE
TAPPING SLEVE --\
.1
ELEVATION VIEW
GATE VALVE
VALVE
— M. J. FITTING
Ei
i�
CD
i
PLAN V I L W �
TAPPING SLEEVE & VALVE 4'
( . T.S..
NOTE=
CONCRETE SHALL NOT CONTACT BOLTS
OR ENDS OF MECHANICAL FITTINGS
tx. INTERSECTION
WEST DRIVE &
PROPOSED DRIVE
STA. 0**00.00
1
(3�
FE 15.50
-
-DROP INLET + I
CL INTERSECTION
STA. 9.19.09
WEST DRIVE &
PROPOSED DRIVE
ORATE 14.61
INV 12,2:
STA= 1*4.1.35.
FE- 15.35
20
Q
19
_ _ _
_ _ __---.,.._...--
E
1>+
17
-_..----_. --___
_ � f3RAEl6 ^
15
-- -
�-...- __... --
b dkAbt
14
f-
- - - - - - - -------
13
-_---
pROPO= s-
�—_--a.__--
WATERLINE
12
--�._..,
..._.._...------- .....
_WAJTERLINE
S.
PROPOSED 6' FF
30 �EXISTING
PVC WATER LINE i
EAST DRIVE
S8 481 54 v
451.47
S84' 45 - 51 a W
ATLANTIC OCEAN
;. 24.6.L
CL INTERSECTION EDGE OF PAVEMENT CL INTERSECTION VL INTERSECTION EDGE OF PAVEMENT
PROPOSED ROAD & STA. 0-1.12 PROPOSED ROAD & VI STA 5*-56.71 PROPOSED: ROAD & STA. 20*E3.67
PROPERTY LINE FE- 17.00 WEST DRIVE FE- 17.45 EAST DRIVE FEN 16.00
STA. 0+90.99 STA. 1+33.Si STAN .7i3
FE- 15.34 FE- 15.35
20
t
-�_ -__
14--....--_---_.._..._.__ � __ wu __ _ _� __ _ _ __ _____ __� ___ _----_ __ _ _ __ _ _ ___ _ __ �____ _ ______ __ ----- __ _�_--_ ____ _ _ _ _ __ _____ _-----------_..._...--_..
ZS....---,.._.......__...._..... --- �-...._-_._._ _-....--............__- ....._.__...._._._.-...-- __...--_._..___.--__._......_.._.._._....__ __ __ ___ -_ ____ _ ___.- --- �-----...._-_._.._____ u ----- __ - _ - ---._.--_.,._..---_..____. _-_.- _-....�--_. _....._- ----...__. ---..--..,__
\I- EXIST�No wwE �-
_ - _
-----------------------
15 ....._ _.. .._.....,. «..... _ _ ._ —.. _. -- _ i _ — — _ _ ......._ M� ".^.-.r..-! -r�- — — — — -... — — — — _-. — ........ — _... --#f _.._ —..— — _.._ — _ � ..._ .— _ _. _ ,... _, _... _.... T. _ ..__ _ _. _ _._...__ _._...._ _ — _ _...._............. ..... — — .._. .... _ _ ,. — ._ ..._ ......._, _. _... T _ .— — .._, _ ..... _ _ ._ _. _ _._..... _ _.._... _ _ ._.....,, _ _ _ _. _ _.._ _. _ _ � _ _ _. _... _ .— _ _ ._.. _ _ _........,_..._ _ _ — _ _.._ _ _.......... _ _ ._ _ ..._ _ _.._ ._...,.._
-_ �.� __ _ - - - --_ _ ----__ __ _--- -___- _ -- --__ _ __- _____ _ _ ______ _-^---
14 _ PRE)PD_.--.'..--_-�--- -__ ...._. ....__--i-.-_------i -__E- ____-__._-_----.__ _-__--- ��
___ ___ _----------
--_ _ ______ ____...._ �.._ __ .
_ _____ _.�___ _
-.-_-------__-- ---___-_-_------_---_.------ -_ �_---- _- -- .................................13S
ED6P� LINE _ _ ---_------- _.----_-_--,__. ----------_.-----___.__-_-__.__------__12 __-____ __________________�-_- _fiPVC WA Is -- ._ ___ ___ ��_ _ ___� - _ f_,..�-_
-
_
i WATER LINE
11-----___........ -- - ._........_.....,.- _- _-__,.---___--__--_..__.-.,.,.-___----__-_.--._.____-__--- .__ _ ___ ____- _ _-_ __ __ ___ - Y-- � __ _ ____ --- --- _...... _------... - __ � __ _ ---._..........._-----------.-_-----_---- - - - - - - - - - - - - - - - - -
SHEET 4 OF 4
PROJECT *= PM 339-$5
DESIGN FILE *= 339/ROYAL PAVILION/SUBDIVISION_SKETCH.DGN
♦ //
PROPOSED DRIVE
1
CL INTERSECTION
PROPOSED F#43s4i! &
PROPERTY .LINE
STA. 21400,49
z >\`>
u
�{
7,7777
MOUNT] BACKFILL OVER
TRENCH TO ALLOW FOR
SETTLEMENT
UNCLASSIFIED BACKFILL
85% STANDARD PROCTOR
METALLIC TRACING TAPE
1' ABOVE ALL PVC WATER MAINS.
SELECT SACKFILL COMPACTED
TO 95X STANDARD PROCTOR.
USE HAND OPERATED EQUIPMENT
ONLY.
TRENCH BOTTOM SHALL CONSIST OF
FIRM.STASLE MATERIAL & SHALL
PROVIDE UNIFORM SUPPORT THROUGHOUT
LENGTH OF PIPE,
PIPE DIA. 116-
WATER PIPE TRENCH
(N.T.S.) OUTSIDE OF PAVED AREA
5` WOOD WALKWAY
PUBLIC BEACH ACCESS
PUBLIC BEACH ACCESS
EASEMENT D8 1128 PG 410
0-__4_-_--_-
21.25
cr
amp
©(x�m
UL
c0�. z
NGGS" HOL, I DAY ii
SELECT BACKFILL COMPACTED
TO 957. STANDARD PROCTOR
IN AREA TO BE PAVED.
METALLIC TRACING TAPE
1' ABOVE ALL PVC WATER MAINS,
SELECT BACKFILL COMPACTED
TO 95% STANDARD PROCTOR.
USE HAND OPERATED EQUIPMENT
ONLY.
\4 ♦' TRENCH BOTTOM SHALL CONSIST OF
FIRM.STASLE MATERIAL & SHALL
?\� PROVIDE- UNIFORM SUPPORT THROUGHOUT
LENGTH OF PIPE.
PIPE DIA. +16'
(N.T.S.) FOR AREA TO BE PAYED
CL INTERSECTION
EAST DRIVE &
PROPOSED DRIVE
STA. 13.00.00
FE 11.00
17
is
14
13
12
11
10 �
EXISTING 8' g
WATMINE
Y
7
m
m
EAST DRIVE
EAST DRIVE &
PROPOSED DRIVE
STA. 1.41.35
FE- 15.25
REVISIONS=