SW8031217_APPROVED PLANS_20051013

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
v 1 J
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
7
YYYYMMDD

,q I
6-40
rr
A � 4.
v� 1 '
5.75' (Ty }
\ Q (TYP) 1.5
42 I YACHT fM 1
_r5.75' I�TYP
(TYP)
'
s AV 1
0
rq
0
SIT
i
GOLDSBOR❑ LEES N -D 1 2 4' 1 7'
AVENUE PHIN CN MYRTLE GROVE SOUND
W SON AV . I ,_
VICINITY MAP I
NO SCALE
Li
cA'cu'arCo P,E H
EAD
i
~8O� �`7 P�E6 nLINE
LEGEND
> EXISTING CONTOUR
EG EXISTING SPOT ELEVATION
EG O
PROPOSED SPOT ELEVATION
DROP INLET w/INLET PROTECTION +
I
® CURB INLET w/INLET PROTECTION11 ��P
�-- +�— STORMWATER RUNOFF DIRECTION r"' - - - - �P
CONCRETE AREA Q0\��
Q h
(175) LANDSCAPING w/AREA t� O��P� lPd S`7 Q y
+� LIMITS OF DISTURBANCE
-- X X TEMPORARY SILT FENCE 1 " TU
(MIU3' 611 IRY) kaP
SITE DATA �
TOTAL AREA 3.83t ACRES - AREA CALCULATED TO NORMAL HIG+ O x
F WATER LINE
BUILDING AREA 38,577 S �U
POOL AREA 5,348 SF
WOODEN WALK 3,815 SF l L1
CONCRETE WALK 6,324 SF
ASPHALT AREA 46,135 SF UI 1 \PQ 4!
LANDSCAPE
.
LANDSCAPE AREA REQUIRED 3,691 SF E. w/ENERGY—� 1 _
LANDSCAPE AREA PROVIDED 4,386 SF - DIS R- _
MARINA PARKING SPACES REQUIRED 32 I CA..EAN WELL`
MARINA PARKING SPACES PROVIDED 32
CONDO. PARKING SPACES REQUIRED 69 \��
CONDO PARKING SPACES PROVIDED 69 1 r Q®
NOTE:
1. ALL ON SITE SWALES TO BE SODDED OR LINED
WITH EXCELSIOR MAT & SEEDED ACCORDANCE x
w/SPECIFICATIONS. - x x =
2. ALL WATER SERVICES TO CLUB HOUSE AND
BATHROOM FACILITIES TO HAVE BACKFLOW PREVENTION. I � UMITSI OF DISTU CE ° 3
3. FIRE MAINS TO HAVE BACKFLOW PREVENTION FEBCO , o= 3 , , I I
806DCDA LOCATED INSIDE BUILDING. I �' I - \X
w� _
4. ROOF DRAINS TO BE ROUTED TO CORRESPONDING Q w F r -'
SAND FILTER: o � i o�� p
L� BUILDING #1: DRAINAGE AREA 1
BUILDING #2; DRAINAGE AREA 1 cn
BUILDING #a DRAINAGE AREA 2 C.I. RIM I.O�( red
POOL & BATH HOUSE: DRAINAGE AREA 1 { °'
(NORTH)
POOL & BATH HOUSE: DRAINAGE AREA 3 UC�1 B ILD114 DECK 1
110 REMOVED EXIST.
Z (SOUTH) a z Y I I BLDG.
u1 DRAINAGE AREA
246'x6`x18" 2- CHAMBER I Sol-"-""w I 1;
- - -- -- -- T--T
-- D -( E DETAIL)
�-
W I s/ r--
1 > L_ C
I I I I I IJL I r-----73 ...
I 76 I 75 74 73 , I IE
0
G. '� I
QP��G _
O)
I I , � ��'G� I I � l o � •'OOO� QP �'
I I I �� QP I I Q ti�a� I I x
-4
�P ORIOPOSE �F.HYD.
�I - -TIE IN TO EXIST.8" - 30'x3O' SIGHT
�*I WATERMAI N
�1 DISTANCE
(1) 8" GATE VALVE TRIANUE-TYP
Lo
NCDOT b.. NOA
EXIST.SSMH -- -- -- EXIST.8"SS RU4,7j0-Y
---4N -7.?A-
tea �- —
-- •— -- -- ---- - -- -
I CONTRkCTOR T CONTA T
1 I UTILITY COMPA Y FOR + I
1 RELOCATION 0 UTILITY ',POLELLJ
I
1 1 >
Q ', NOW OR FORMERLY + , R� , I
+ SILOS + I k
1 1 I BOOK 3428 PAGE 842
SCALE 1" =40' 1
BAR SCALE 1 " 40'
EXIST.SSMH
40t 20'
CONSTRUCTION + FEBCO # 505Y-BV BACKFLOW r r%veyrar_v yr�r�rTnr
ENTRANCE PREVENTOR LOCATED INSIDE BUILDING MATCH EXIST% ASPHALT
PROPOSED DRIVEWAY TO I (1) 8"x6" TEE
MATCH EXIST. ASPHALT I (1) 6" GATE VALVE + +
t10.4 + I
1 NOW OR FORMERLY
NOW OR FORMERLY DAWSON , +
PURITIS PID - R08818-007-021-000 I +
BOOK 1892 PAGE 1035
NOW OR FORMERLY
— - - - - - - FIRST CITIZENS BANK
PID - R08818-007--002 002
I I %
I + +
/
Il x l I C) x
Iri x n
a
FLOOD NOTE:
THIS PROPERTY IS LOCATED IN ZONE "B" AREAS BETWEEN
LIMITS OF 100 YEAR FLOOD AND 500 YEAR FLOOD, AND ZONE
1.A9" ELEVATION 11.0 AND ZONE A9, ELEVATION 12 ACCORDING
TO FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER
375347 0001 C, MAP REVISED SEPTEMBER 4, 1986.
-STING CONSTRUCTED
BtJN iA LINE
KOOK 162: CE 0670
I
/ ' I 0? x u
II I III EXIST. I
I y 1 BLDG. 1
1 � I
x III
I! 0
I I
Lu
0
S
\ f r!-�7 L
EXIST.
L
BLDG.
I
F E
N-
�,Lr�----
DRAINAGE REA 2 +
165'x4'x18� 2-CHAMBER
I
n x
SAND FILTER (SEE DETAIL)
Z
,� �---CONCRETE
IIETAINING WALL
I
LL.1
I
- LIMITS OF
DISTURBANCE
�- DRAINAGE AREA
3 I
123'x4'x18"
2-CHAMBER {
SAND FILTER
�0 ^ FORMERLY
(SEE DETAIL) 1
E LUM 1 b.34 HAUL UbU / I
-T CONCRETE RETAINING WALK
I C° x
x�`EXISTING 4" CLEAN OUT
I � I
°1 x
6.75 rrvrr kim rurtMtK1,Y� /K—/
J ENTRANCE POWELL -" FOR CLUBHOUSE USE FEBCO # 805Y-BV BACKFLOW
PID - R088 �c
; 0 37-001-oao PREVENTOR
I
NOW OR FORMERLY FOR BATHHOUSE USE FEBCO # 505Y- CKFL W i I
I WINNER ENTERPRISES I PREVENTOR LOCATED INSIDE G
'PID _ R08818--007-017-000 �I
NOW OR FORMERLY /- i (o I
i POWELL - F .I 1
PID - R08818-007-018-000 I % - Ha i �' �'��
I I I
'ool��
CD Lu
vo-l- 05 >
IQ Q I I
IO I
SURVEY REFERENCE
AS SHOWN ON SURVEY
LEGEND
E.I.P. EXISTING IRON PIPE
E.C.M. EXISTING CONCRETE MONUMENT
LINE TABLE
LINE
DIRECTION
DISTANCE
L_1
S34-26'46"W
16.66'
L2
S46'59'45"W
11.71'
L3
SOO'11'37"E
12-62'
L-4
S16'25'57"W
10.64'
L5
S23'51'28"W
17.97'
L6
S38-18' 39 "W
10.15,
L-7
S20'59'31 "W
13.79'
L8
S31'48'57"W
14.90'
L9
S01'44'46"W
16.07'
L10
S12'38'57"E
20.24'
L11
S12'59'52"E
19.30'
L12
S2*16'56"W
25.76'
L13
S54'04'55"W
13.97'
L14
N87'52'52"E
29,25'
L15
S81'50'48"W
41.28'
L16
S00'08'47"E
34.07'
L17
S84'39'28"W
50.78'
L18
S18*25'41 "W
51-60'
RECEIVED
OCT 13 2005
J`-LUD(J%IZ`�
pRD3 �
I
1
APPROVED
CA OLINA EI° VllRCI Vr"-'
gAGEMIENT COMMISSION
SION OF WATER QIJALjX
pATE pRl1`lT��
��T 12 2005
REVISIONS
j Description
By
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S E A L Y_
17374 '
DATE 11-20-03
-DESIGN PGT
DRAWN JK
C1
SHEET 1 OF 2
03070
�l4', 5+1
!-
i,

2X4 WOOD � 7
U
DROP INLET
w GRATE
STEEL OR WOOD POST
WIRE FABRIC
GA o m FILTER FABRIC
WIRESI L
o a � 1 1 ANCHOR FABRIC SKIRT
rh (L I I ASnIRFCTFD BY FNf'INFFR
3
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36' IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN 19 WIRE STAOLE
1 1 /2" LONG
NOTES: TEMPORARY SILT FENCE
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH NTS
POLYESTER, OR ETHYLENE YARN --EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
(50 LB/ 11NCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY 6. BACI(E THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE
SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM OR 12 INCHES OF COMPACTED SOIL.
APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS.
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE
3. FOR STAKES, USE 2x4-INCH WOOD(PREFERRED)OR EQUIVALENT OVERLAPPED TO THE NEXT STAKE.
METAL WITH A MINIMUM LENGTH OF 3 FT. 8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
THE GROUND, APPROXIMATELY 18 INCHES DEEP. DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE.
TEMPORARY FABRIC DROP INLET EROSION CONTROL "�> HEAVY DUTY
NTS RIM 9.0
lNV 6.3
10" CONCRETE SLAB
a d
f4 REBAR 3.
O 6" O.C. OVERFLOW
WEIR 10. O.0
WOOD OR STEEL STAKE -
FABRIC
c�
M
i
rr
RUNOFF WATER
w/SEDIMENT- U_
SEDIMENT
BURIED FABRIC SKIRT
AS DIRECTED BY ENGINEER--'
BURIED FABRIC SKIRT
i
WOOD OR
STEEL STAKE
2 ROWS #4 REBAR
O 12" O.C. E.W.
JOINT BETWEEN CURB & WOODEN
WALK TO BE CALKED WITH CLEAR
EXTERIOR SILCONE SEALENT
WALK ACCESS
RUNOFF..., ELEV. 9.51:
SOLID WALL BEYOND
` CONCRETE WALLS
I /-6EMERGENCY OUTLETS
ELLV. 8.0 F SANDao
4 CU FT. %1AVEL VALVE BOX CONCRETE BRACE WALL e
OR Cl2. STONE CONC. APRON O 20' O.C.T 4 AVERAGE INFILTRATION RATE-
1-2 4i OR 50. 3 0, a 0. •8. • 0.04 GAL/MIN/SF
/MIN/SF
LATE WINTER do EARLY SPRING BOTID
°
TEMPORARY GRASSING DETAIL ELEV. 6.3
SEEDING MIXTURE _1 MIi3.
AR
�� 9OTE 0 2' D.C.��� 0 12` o.E.W.
Rye (grain) 120
Annual lespedeza (Kobe in
•.
Piedmont and Coastal Plain,
Korean in Mountains) 50
-
6" GATE VALVE
omit annual lespedezo when duration of temporary corer is not to extend
1 - GALV. 1/2" U-ANC'lOR
BOLT END AROUND HYDRANT
beyond June.
BOOT AS SHOWN.
SEEDING DATES:
I
I-2'-O" MIN CONC. BLOCKING. POUR
AGAINST UNDISTURBED
Mountains - Above 25M ft, Feb. 15-May 15
GROUND
Below 2500 ft. Feb. , -May 1
Piedmont -Jan. 1-May 1
TYPICAL
HYDRIUVTnwc
TYPE
Coastal Plain - Dec. 1-Apr. 15
SOIL AMENDMENTS
NTS
Fellow rec orrvn aviation of sail tests or apply 2,000 Ib/acre ground agricul-
Wrw limestone and 750 Ib/acts 10-10-10 fertilizer.
SPRING -SUMMER
MULCH
PERMANENT GRASSING DETAIL
,PRY 4,000 LB/ACRE STRAW. ANCHOR STRAM, BY TACKING WITH ASPHALT. NETTING.
,P
OR A MULCH ANCHORING TOOL A DISK MATH BLADES SET NEARLY STRAIGHT CAN BE
SEEDING MIXTURE
USED AS A MULCH ANCHORING TOOL
RASE
MAINTENANCE
s 3500
COMMON B8bAXV0M 10
Refertize d growth is not fully adequate. Reseed, refertiMze and mulch im-
GERMAN MILLET iT 10
medk* following erosion or other damage.
TALL FESCUIE 50
TEMPORARY SUMMER GRASSING DETAIL
SEEDING NOTES
1. WHERE A NEAT APPEARANCE 15 DESIRED, OMIT SERICEA.
SEEDNNt MIXTURE
RAVE (tb/NTLCfOi
2- U% oaINOl MMUDAGRAM ONLY ON ISOLATED WM WHERE IT CANNOT BE -
COW A PEST. 80hIU0hGIM MAY BE REPLACED WrrH 5 Mb/acre Ct]MPEDEGRASL
JEWL
GE " UET 40
SEEDING DATES
N TI'ME PNMW AND MOUNTAINS, A SMALL -STEMMED SUND44GWM MAY BE
API& 1 - DULY 15
SUBSTIM AT A RATE OF 50 LB/ACRE
SEEDING TOTES
SOIL AMENDMENTS
MOl1NTAIN5 - ,Y 15-AUG. 15
APPLY LIME AND FFRIIIZIER ACCORDING MSOIL TESTS, OR APPLY 3.000 N/acro
PIEDMONT - K 1--AUG. t5
GROUND AGRICULTURE UMERM AND 500 b/acre 10-10-10 FUtTU1&R.
COASTAL. PLAN APR. 15-AIIG. 15
SOIL AMENMENTS
MULCH
FOLLOW REOOMM15AT1ONS OF SOL TEM OR APPLY 2,000 LB/ACRE GROUND AGRICUL-
TURAL LYIESTONE sO 750 LB/ACRE 10-10-10 FEIMLIZEIL
APPLY 4.000 b ocn GRAN SIRAIMOR EOtJNAu ffidf COVER OF AdNOTFIF7t SURABLE
MM BY TACKING W N ASPHALT, ROVNG, OR NffrING OR BY CRIMPING
WRH A MIN +ANCWMW TOOL A DISK WITH BLADES SET NEARLY STRAO f CAN BE
MULCH
USED AS A Yu CN ANCHORING T00L
APPLY 4.000 LS/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING.
OR A MULCH ANNCHCOG TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
MAINTENANCE
USED AS A MLft.CH ►,HORpNG TOOL
R£FERrkIIE TKO FOLUMM APFIL WITH 50,�I�blerns NITROGEN- REPEAT AS allkTH
MAINTENANCE
REMMMt� BE MMM sotm AND �ONCE, As OFTENAs �A NEAT APPEAIRAANCE IS
Fnum JZE IF GRDW%- NOT FULLY ADEQUATE. RESEED. REFDMUZE AND MIULCH lM-
MTDIATT'lY FOLLOWING 151ON OR OTHER D+WAGE.
FALL -WINTER
PERMANENT GRASSING DETAIL
TEMPORAR FALL GRASSING DETAIL
SEEDING MIXTURE
SEEDING MIXTUF
RKTE
TALL fESCUE (SLEND OF TWO OR
RATE fib/mI'ei
THREE VAF&-M) 200
Rye (grain) 120
RYE (,GRAIN)25
SEEDING DATES
SEEDING NOTES
,wNUA RY - APRIL
MOUNTAINS - AUG. 15-k 15
AUGM - DECEMBER
COASTAL PLAN and PIEDYT - AUG. 15-DEC 30
SOIL AMENDMENTS
SOIL AMENDMENT':
APPLY LIME AMFE7RrTUM ACCORDING TD SDI. TESTS. OR APPLY 3.004-5.000 b/acre
GROUND AG RICIiL1URAL UMMONE (USE TIME LOGO RATE ON SANDY SOILS) AND
FOLLOW SOIL TESTS OR AF' 2.000 LB/ACRE GROUND AGRICULTURAL
UMESTONE AND 1.000 LB/+£ 10-10-10 FETinUZER.
LOOD Nb/aws 1D-10-10 Fes,
MULCH
MULCH
APPLY 4.000 b acre GRAN STRAW OR EiOWNE NT COMER OF ANOTHER SwrMU
MULCH. STTRAW BYTACIWG WRH ASPHALT. ROVING. OR NETTING OR BY
APPLY 4,000 LB/ACRE STRAWICHOR STRAW BY TACKING WITH ASPHALT. NETTNG,
APPLY
A MULCH ANCHORING TOOT DISK WITH BLADES SET NEARLY STRAIGHT CAN BEING
WITH A MULCN ANCHORING TOOL A DISC WITH BLADES SEr NEARLY STRWK CAN
BE USED AS A WAANNCIROfNING TOOL
USED AS A MULCH ANCHORNGOL.
.CH
MAINTENANCE
MAINTENANCE
Repair and refertilize dimmediately. Topdress with 50 lb/acre
If it
FENnUZE ACCORDING TO SOL TESTS OR APPLY 40 W acre NITR GE]N N JANL w
12-4-,
of nKtrogen in March. a weary
ry to extend temporary cover d
OR , 40 b N SEPTEINER AND 40 b N FROM A
F'EIXltNARY
June 15. overused with 50 Ib/s Kobe (Piedmont and Coastal Plain
16-4--I, OR SIOAR TURF FER LIR. AVOID FERTIIZER APPU ATOMS DURING
or Korean (Mountains) WePedsn lots February or early March.
WARY WEATHER, AS TITS INCREASE STAND LOSSES TO DISEASE RESEED. FERrUZE,
AND MULCH DAWM AREAS MM0K7ELY. MOW TO A HOII'If OF 2.5-3.5 IN(M
AS NEEDED.
Sand Filter Design
Cover grates
Overland\
Flow
Water level
Sedimentation chamber
(Heavy sediments,
d b r f )
organ,cs, B 5
Sct en covered
Trapped solids
rVol8 inches
Sand
Filtralian chamber
e
with filter labric
SAND FILTER DETAIL
NTS
r-4'X4" POSTS
x
i
\ / I8" CONCRETE
PAD
3000 PSI W/
��AT
6X6
- 6/6 W.W.F.
x
12'
32'
2"X6" CAP
6" OVERFLOW HOLES w/ SCREEN
° INV 6.3 TREATED
. 12" COLLECTOR PLYWOOD
TO OVERFLOW
8' CONCRETE SLAB
LEAN COARSE SAND
[yI UZI
4"X4" POSTS \ HORIZONTAL
(TREATED) WOOD SIDING
ELEVATIONS
1SPHALT
'AVEMENT
l
ENCLOSURE GATES
uu /MnCC_APAr4Wf_1
DUMPSTER PAD & ENCLOSURE DETAIL
SITE
WORK NOTES
REVISIONS
4SS NIPPLE
LTYPIG4C1
TAPS ANw LN P.vc AND CLASS
1.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
o
3W4' X 3'
3V ANT! 57 LGCTAE RM PIPE
61PAS3' A°LIAG SYWLABM Jr A>ri4A" UfD1T A TAPPIAG
CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
DateY
Description
B
1REVISION
SAND RUM
aP 1'
SAD1+rE �LiPAIIAG ID PAQT 6
2
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
JK
SWCTMV II-1 AWD PART 6,
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
SECTION Ill-
3.
GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
I
A39PASS AYTI°I°LE
4.
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
/
'r•,r 01
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
ASS MOVE PWVI&r LAU TYPE K
6.
FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
SPU!! 3/4' CUP
S71P
TTICAt1
SST CGPPfR
7.
THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
R
PROPERLY PERMITTED FACILITY AS REQUIRED.
BiTTALLEo IN A
VACVr 611W
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
CURB S
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
�
STIR ?r l
VAS AM
IN OR ALONG ROADWAYS OR RIGHT -OF --WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
A -LEA&E DFASS TEE 1rTYPIC&)
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10,
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
L77P1°17PATIIN
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
r--
ASS NIPPLE
APPROPRIATE PERSONNEL.
LEA6frE)
11.
EXISTING SURVEYING PERFORMED BY M. UNDERWOOD & ASSOC. AND SUPPLIED BY THE OWNER.
C1111,
{rrP1CAL�
�' X 6'
12.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
SPUD 314' CUPS
SMIR
APASS TFE {AWLLEA&El
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
314' X �' X �' (Tf'PIC ,)
14.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
��
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
E-4
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS
AE7ZW SANVM
SW fl, av
11 16
P'
3-10
1 1/2'
P
1'
1
, 41F
16. ALL
PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT.
APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR
OTHER TRAFFIC CONTROL DEVICES SHALL
BE PROVIDED IN ACCORDANCE WITH NCDOT
TO
MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL
AREAS SHALL BE GRADED FOR POSITIVE
DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY
DISCREPANCIES TO THE ENGINEER PRIOR
TO INSTALLATION. ALL AREAS SHALL BE
ZE ArTAIL SDP STANZWB SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. lesses.i
VATER WRVILY IWTALArMV 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. �1
tSTANlIAARD GANG METER ASSEMBLY 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, W>_4
NTS NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR Z
NIGHT REFLECTING. � � r�
20. DUCTILE IRON SHALL BE CLASS 50. �--1
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE m 0
A A STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED. F+�j
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE U
N PAID FOR BY THE CONTRACTOR.
23. SEE GEOTECHNICAL REPORT NO. ----- _--- DATED BY
_- FOR ADDITIONAL REQUIREMENTS. w
CONSTRUCTION SEQUENCE E­4 IIx
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR 0 E.-sel 0
SEE PLAN EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). NZN U) Z
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED <J 1
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. A Z-Nw
SEE PLAN 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
A FABRIC INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
SEcr110H A - A MIRAFI 100 X OR CON"'RUCTION04
2 ROAMS #4 REBAR APPROVED EQUAL)
e 12' O.C. E.W. 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
12RAINAGE AR_. !CA EDIMENT OOD WALK ACCESS Cl (TYPICAL D WALK ACCESS ENERGY DISSIPATOR SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE �'� . Z
RI ELEV. 9.5t RIM 9.0 JOINT BETWEEN RBl3� ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE ~
CHAMBER INv fi.s NICK To l ED wrrH CLEAR
E 4
DI- HEAVY Dun CLEANED OUT AS STATED OR WHEN HALF FULL.Esess! U
NTS ' Ass 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN W
0 12" Oc. E. ." TREATED INN 8. r TREATED DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER A
PLYWOOD soup WALL �D FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
.lot E CURB arWOODENCLEAR 10» CONCRETE ' 1 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS •
EAVY D WALK ell ED wrrH � TREATED _ T 20x45 TREkTED DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM U
} WALK ACCESSEDGER ENTERING STORM DRAIN PIPING. •
Tit smJERFLaw wEl RUNOFF ELEV s St J4 REBAR OVERFLOW YYEI 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
1 Bev. 8.2 0 15' o.c. 8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF O
Soup WALL BEYOND e.o y= ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS. mot'
10" CONCRETE SLAB " .: LTRATION RATE- AVERAGE INFILTRATION RATE- CONCRETE BRACE WALL ,,_...r . :. 9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE. 00
B ' • • " 2,0_' 8 0 20' O.C. 3 : , idy . ' ' : 3, ``; . I�1� RJ1 F r 1� C�
- - s" OVERFLOW HOLES w/ SCREEN2.0' e a .r ;oY. ~-S. 0.04 iNHOLM W/ SCREEN 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS V
J4 REBAR ' I 6" IM CY 0� a' S.
w/ PLAN PROVE TO BE LESS EFFECTIVE.
3OVERFLOW 6.3 Z co
0 6' O.C. 0. • �t2' COLLECTOR } ': ;::: ;..' _. 12" COLLECTOR 11 • ALLY PERMANENTOVE ALL MPORARY MEASURESROSION SHA L BOENWELL ESTABLISHED PRIORL MEASURES UPON T
OL PRON OF OJECT T COMPLETION.
TO OVERFLOW BOTTOM `: =_ :' -. I 1 fie'�CId20VERFLIDW
_
INFILTRATION RATE-'• .'g -� ao• 4r.`.. .
D.o4 GAL MRSF - MAINTENANCE REQUIREMENTS
w O
��
HOLES w/ SCREEN 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
r,,,.,Cd
(6) 2 SE
M
CO
Isf 6OVERFLOW 4 "
- {6) 2 SEDIMENT BASIN OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
S MALLS S o 12 O.C. E w. LAB do WALLS
W U
DRAINDOWN
S
R N
r- , 2' coA ow ORAINDOWN W/SCR ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
Zj
0 co
TTnU°
: a
J PRACTICES AS DESIGNED.
1--I
$.4
+,,
r 4 CD
ELE1► 71_�
a
"• ' °
,
m
8" CONCRETE SLAB D
GE AREA
3 SEDIMENT
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2
V
U�
0
to t a
J4 REBAR
INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED IN TO
A
Z
Z
l:'1 t:1
0 12" O.C. E.W. LFJIN COARSE SAND CHAMBER
& SAND
FILTER
DETAIL
THE STREET WILL BE IMMEDIATELY REMOVED.
t;O to
NTS 2' SPILLWAY 3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET
w
z
PROI'ECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.
00
0 9
AREA
2 -5EDIMENT
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
+�
V-4DRAINAGE r-NLd
CH
ER &SAND
FILTER
DETAIL
z1 �� DRAINS PROPERLY.
�)
03 a
_�r
FLOW 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
--�_
CJ
•�
NTS
P-4
n
TYPICAL GRASS SWALE
RESERVED HANDI x x KING STD. ALUM.
RiANDICAPPEO PARKING SIGN
TO READ "RESERVED PARKING`
�N1�#N WITH IDENTIFICATION SYMBOL.
ARKIN BOLT TO WD POST W/ 3/8` CANDIUM
03
- PLATED NUTS, BOLTS &WASHERS.
9' x V-0' x .G90 STD ALUM. SIGN
TO READ "MAXIMUM PENALTY $100,
GS 20-37.6". BOLT TO WD. POST
WITH. 3/8" CANDIUM PLATED
I _ 12" NUTS, BOLTS do WASHERS.
LEGEND AND BORDER GREEN PRESSURE TREATED 4'x4' POST
WHITE SYMBOL ON BLUE BACKGROUND FINISHED GRADE
BACKGROUND - WHITE
1-1 / 2 "R(TYP)
MAXIMUM
0) PENALTY
3/8"(TYP) III =III
$250 III 111-
0-37.6 =1 I 1
12"I I !
LEGEND AND BORDER - GREEN
BACKGROUND -- WHKTE
TYPICAL HANDICAPPED SIGN
N
NOTE N USE PEWEY BROS.
CH�-BN 3A OR CATCH
RI YARD INLETSBIV-47
FMO
PAVEMENT
�` I NOTE:
DTRAP DROP FOOTING 12 do
SEMON LFJ1Vt OPENING AS SHOWN
DROP INLET DETAIL
A
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER. SILT FENCE STAKES
N�y O O
WILL BE SPACED 6 FEET APART UNLESS
WIRE
W r-•r
UNDISTURBED
A BACKING IS USED WITH 8 FOOT STAKE SPACING.
P. a w
_
BOTTOM CHANNEL BOTTOM
5. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2
FEET
CROSS SECTION
BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN
THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
W
6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER.
ANTED
DATE PRINTED
w
OCT 12 2005
N
0�,,�►Itll►,,,,,�
\'��'•1
STONE SECTION A -A
;
SEAL
w VARIABLE R/W .•�1
Z 3 w 17374
O Z
_!5 VARIES 5'
M" a cREGORy
j(nMIN. ///AArrKKll111t����
SEE PLAN SIB FOR LDC A� 0. <z
0 ASPHALT PAVEMENT-)
NOTES. METER BOX -a DATE 11 /20/03
1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST,
SUMP SECONDLY. r
2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY I W I �� I l r I I �' ~ ++ ' DESIGN PGT
WILL BE NO LESS THAN TWO FEET. I I I
I1=� - �� I �`J RAWN JK
3. SPILLWAY DEPTH SHALL BE ONE FOOT. L z' r
4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES
MEASURED PERPENDICULARLY FROM THE FACE
OF THE LARGE STONE.
5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF
IBM CF OF SEDIMENT STORAGE.
6. DEPTH OF SEDIMENT IN SUMP WILL B CHECKED AFTER EACH
STORM AND CLEANED AS NECESSARY F{MIN. ONCE EACH 6 MONTHS).
7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY
AS TO LIMIT SILTATION.
TEMPORARY SEDIMENT TRAP DETAIL
ag
TEMPORARY SEDIMENT TRAP TABLE
NO.
AREAACRES
REQ'D
PROVIDED
L
W
D
1
1 0.55
990
1050
35'
15'
2'
2
0.66
1188
1200
30'
20'
2'
3
1 0.88
1 1584
1 1600
140P
1909
2'
a
G ATER MAIN
CORPORATION ST;70
STANDARD WATER SERVICE DETAIL
NTS
C2
SHEET 2 OF 2
03070
.t�. ► 1}
,Y' t,4,+ I'},, .
`i ` , j ,.. ;.,
•;,;"��
':t _ `:s. +; I {' ,1 1 ti, ;•,� �

_ t L_•- ti .'k'._ J__Y ill., .1,, ; ...a .Ll ...., '.'1 .i•r':.. �. ._,. —.i .�_....}.:...y i_•-.1 s'� i....—�. �_-- - - -
421
0
z
ti
Q
w
�AY
mw 0
�
r
T
VICINITY MAP
NO SCALE
LEGEND
EXISTING CONTOUR
° 29.63EG EXISTING SPOT ELEVATION /
PROPOSED SPOT ELEVATION 1
/ LL
® DROP INLET w/INLET PROTECTION 1
CURB INLET w/INLET PROTECTION RN
�P
®� STORMWATER RUNOFF DIRECTION f--
CONCRETE AREA
(175) LANDSCAPING w/AREA `� ��P`' �PC'��h e '
` 4 3 �ilf
�* LIMITS OF DISTURBANCE
— X X -- TEMPORARY SILT FENCE _ '1" TU §fRRVIM
(MI .\ 3'
SITE DATA x
TOTAL AREA 3.83t ACRES - AREA CALCULATED TO NORMAL HIG
BUILDING AREA '38,577 SF WATER LINED 4 QQ�
POOL AREA 6,310 SF Sh
WOODEN WALK 3,815 SF 1 LL! IF�� �p pp�
CONCRETE WALK 3,972 SF lie! �PQ
CONCRETE AREA 1,390 SF 345
ASPHALT AREA 46,135 SF E. w ENERGY— _
LANDSCAPE AREA REQUIRED 3,691 SF - - DIS R
LANDSCAPE AREA PROVIDED 4,386 SF 1 CALEAN WELL~J\%:---
MARINA PARKING SPACES REQUIRED 32 ! - 019S
MARINA PARKING SPACES PROVIDED 32 �fNG/ �� �� >`��F,3 '
CONDO. R-SPACES REQUIRED fig GQPG
CONDO PARKING SPACES PROVIDED 69yPGL �h
NOTE:
1. ALL ON SITE SWALES TO BE SODDED OR LINED 1 �PQ
WITH EXCELSIOR MAT & SEEDED ACCORDANCE x
w/SP EC IFI CATIONS. " x x-`--
2. ALL WATER SERVICES TO CLUB HOUSE AND
BATHROOM FACILITIES TO HAVE BACKFLOW 1 - LIMITS! OF DISTU CE 3 3)
PREVENTION. 1 oz 1 I
3. FIRE MAINS TO HAVE BACKFLOW PREVENTION FEBCO V)CD
w �`
❑ #806DCDA LOCATED INSIDE BUILDING. � Q w
4. ROOF DRAINS TO BE ROUTED TO CORRESPONDING I w ° w ! t�
LL SAND FILTER: I r 1 O O
BUILDING #1: DRAINAGE AREA 1 RIM J.q')('b(
I.BUILDING #2: DRAINAGE AREA 1 C.o q
BUILDING #3: DRAINAGE AREA 2 ! o °�°-
POOL & BATH HOUSE: DRAINAGE AREA 1
(NORTH) j T. B ILD10 &DECK j
Z POOL & BATH HOUSE: DRAINAGE AREA 3 rz �� 1EMOVED j EXIST. j
U (SOUTH) DRAINAGE AREA 11 I BLDG. I 31
246 x6 x18 S01.11'11 "W
2- CHAMBER -5.
_ _ _ _ T--T.
_ -pID -( E DETAIL) - -
! ! 76 .1 75 74 73 ! ❑ J E °'I f
I ! d
�
LL f '� 4 e
�y Epp QPG I x
245)
�P 111I0POSE �F.HYD-�
--- -- -- -- -- -- -- -- - �__ xEMST. \
80
---_ _----r---_— — _ _R __
TIE IN TO EXIST.8" 30$x30' SIGHS
¢I WATERMAIN DISTANCE
1 (1) 8" GATE VALVE TRIANGL't-TYP ,
Ln
xl NCDOT �1 N0.1 - - -
EXIST.SSMH , j ---- EXIST.8"SS RkA+L_9,�
— --4N1--7.24-
I CONT CTOR - CQ�1TA
1.1 , UTILITY COMPANY FOR
I I RELOCOON 0q UTILITY ;POLE
LL_,
I 1 NOW OR FORMERLY ! t 1 !
I 1 SILOS
j I BOOK 3428 PAGE 842
lc� I !
SITE PLAN
t
SCALE 1 "=40' 1
BAR SCALE_ 1 "=40'
EXIST.SSMH
40' 20' 0' 40' 80' 120'
r 1\Vr VJLV L INIVLtTn1 1 V
MATCH EXIST. ASPHALT
t10.4
NOW OR FORMERLY
PURITIS
BOOK 1892 PAGE 1035
! PREVENTOR LOCATED INSIDE
BUILDING MATCH EXISTI ASPHALT
f7.4
t (1) 8"x6" EE-j
t (1) 6" GATE VALVE t
NOW OR FORMERLY
1 DAWSON 1
t PID - R08818-007-021 000 t ti
NOW OR FORMERLY
FIRST CITIZENS BANK
PID - R08818-007-002 002
1 1
I t
1 1
cAIclJArCo
_—BOOK �, } ��FRHEAn ,
�/' `� x
x It
I l / /
1 { 3(G
{I // `i x
C{ �r
• X /
/ { Cy)L �"
C
FLOOD NOTE:
THIS PROPERTY IS LOCATED IN ZONE "B" AREAS BETWEEN
LIMITS OF 100 YEAR FLOOD AND 500 YEAR FLOOD, AND ZONE
"A9" ELEVATION 11.0 AND ZONE A9, ELEVATION 12 ACCORDING
TO FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER
375347 0001 C, MAP REVISED SEPTEMBER 4, 1986.
ZING CONSTRUCTED
nil� EAD LINE
0001' 1627-RAQE 0670
F k . u -
-_ -- I I
)r-
-
III EXIST. j
11 ( BLDG. !
x !I L - I
I
tf I I I
1
I! I 0 !
1 1 !! (2) F.E.S.
DISSIPATOR�/ENERGY
W I
\ O /ri�:. EXIST. L I !
BLDG. L
FO E KO IN-
�� ---- DRAINAGE REA 2 1
I 165'x4'x18� 2-CHAMBER
x SAND FILTER (SEE DETAIL)
I
!� I CONCRETE RETAINING WALL
w I
I 1
L.L--I f _ i
-� h / LIMITS OF DISTURBANCE
I --
L_
DRAINAGE AREA 3 1
a: nOW
123'x4'x18" 2-CHAMBER
SAND FILTER(SEE DETAIL_)
FORMERLY !
tsUM 1 b 54 FAUL UM / !
j—CONCRETE RETAINING WALk: !
�CIO
x
1 1EAWCUT EXIST. PAVED PARKING RESTORE 10
i (RIGINAL GRADE,& CONDITIONS. 1
DRY VRE UNDER EX ST. WALL
1
SURVEY REFERENCE
AS SHOWN ON SURVEY
LEGEND
E.I.P. EXISTING IRON PIPE
E.C.M. EXISTING CONCRETE MONUMENT
LINE TABLE
LINE
DIRECTION
DISTANCE
L1
S34'26'46"W
16.66'
L2
S46'59'45"W
1 1.71'
L3
- - S00' 1 1 '37"E
12.62'
L4
S16'25'57"W
10.64'
1-5
S23'51'28"W
17.97'
L6
S38'18'39"W
10.15'
L7
S20'59'31 "W
13.79'
L8
S31'48'57"W
14.90'
L9
S01'44'46"W
16.07'
L10
S12'38'57"E
20.24'
L11
S12'59'52"E
19.30,
L12
S12*16'56"W
25.76'
L13
S54'04'55"W.
13.97'
L14
N87'52'52"E
29.25'
L15
S81'50'48"W
4128'
L16
S00'08'47"E
34.07'
L17
S84-39'28"W
50.78'
L18
S18.25'41 "W
51 .60'
CEIVED
FEB 2 5 2004
APPROWD
X I ' `1 41 :1'
i' 24' _25' 0.5' `x 6.1' j 1�Ii�CAOI
EXIST r 1} !C rn '�I. T C�"�AaNTL
IST. SS H NOT FOUND OR--41�
-CONTRACTOR TO ..v.� WATEP p'f trilflf - ----- - — - - - - --WATER � RECORDED.
(12)- GANG -METER J � - - _ � 1 � ~ (1 } 8" GATrF�/ALV LID VERI LOCATION, RIM � � �'" � N
_ I �,. Q
- - - - - , ,- - - - & LLATION. TO r.� t fire. �-_
(1) �8"xfi" °TEE FNCO"r D.1: NO.3 ,I 150 TEMPORARY(1} 6"; GATE'. VA 1(E . , 6.30 CONSTRUCTION
1
i '(NV 3.65 1 I
1 +' TO 1 `` NTRANCE : J' 1 , EX1ST.5 �1i�
50' TEMPORARY PROP ED, DRIVEWAY, -
'
CONSTRUCTION TATCH EXIST. ASPHALT P+fOW 0 WATER SERVICESI
R FORMER Y f.
.1 ENTRANCE6'75 t POWE y FOR CLUBHOUSE USE FEICO # 805Y-BV BACKFLOW
' 1 LL PREVENTOR 1
t PID - R0880�7-001 -000 FOR BATHHOUSE USE FEICO # 505Y- CKFL 1 1
NOW OR FORMERLY � I
WINNER ENTERPRISES I PREVENTOR LOCATED INSDE G 1 W
t PID - R08818-007-017-000 1 I 1
NOW OR FORMERLY i 1
- '
POWELL
PID - R08818-007-018-000 wl
1 �S� v'\O
`I 1 I
>
DATE PRINTED
FEB 2 4 230-1
REVISIONS
Date I Description I By
S E A L
17374
OREC6�•�`��\
��lllllffE111y1\\
DATE 02-23-04
DESIGN PGT
DRAWN JK
Cl
SHEET 1 OF 2
03070
- - - � - P - -- - - iy} -
r�'�1(t•S�
ii,x �. :t:k1,�i i, I- i .. ,i.. I.1.,ks il, it �:h I LL.1�{rf..ji�' L�i� 4�A .gym. 1 {.l. (�.•riy'I�.
�!R . r � ,.� I�;..+ 4 . �, = f. t ,,� , I .��»..,�.1�.1�,r :"III'r�,t�pkm,ly5�_C�I+crl�jt6itr� I y� r,,,•�,�.i
F 1+ ,t ae � !.'1 ... f.. - ac ,. f'i `�•.�. -� 7i ii�'.'t. I�! -(:. f1 i�i i'1i'1i �'-,,i°. r?.... -��i �:�

2x4 WOO FRAME�
r
79T1-:P3.
WOOD OR STEEL STAKE
FABRIC
V
m
RUNOFF WATER
w/SEDIMENT-
SEDIMENT
BURIED FABRIC SKIRT
AS DIRECTED BY ENGINEER
BURIED FABRIC SKIRT
INLET
a wRATE
pr
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION. FRAME WITH
POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
(50 LB/ 1INCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY 6. PUKE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS. OR 12 INCHES OF COMPACTED SOIL.
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME JOINTS MUST BE
3. FOR STAKES. USE 2x4-'INCH WOOD(PREFERRED)OR EQUIVALENT OVERLAPPED TO THE NEXT STAKE.
METAL WITH A MINIMUM LENGTH OF 3 FT. & THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
GA. o m
WIRESI
P
6-
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
o I I ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
ro QO
� 3 u
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE.
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE
1 1 /2" LONG
TEMPORARY SILT FENCE
NTS
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM 2 ROWS #4 REBAR
A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY O 12' O.C. E.W.
THE GROUND, APPROXIMATELY 18 INCHES DEEP. DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE
JOINT' BETWEEN CURS do WOODEN
TEMPORARY FABRIC DROP INLET EROSION CONTROL 0YPICLEAR
CW HEAVY Ixrnr ° CALKED
LESS
NTS
RIM 9.0 RUNOFF ELEV. 9.5E
INV 6.3
Ix SOLID WALL BEYOND
10' CONCRETE SLAB y .. �' CONCRETE WALLS
°
#4 REIIAR I 6" EMERGENCY OUTLETS
OVERFLOW
O 6" O.C. 3'
ELEV. 8.0 QE SAND
T. GRAVEL VALVE BOX CONCRETE BRACE WALL -
STONE
Sand Filter Design
Cover grates
Overland
Flaw
Waler level
Sedimentation chamber
(Heavy sedi a f1s•
aganics. e r ,) ScTeen coveTed
Trapped solids
r8ifol
inches
sand
Out [all pipe ...
Fillration chamber
with filter labric
SAND FILTER DETAIL
4"Xe POSTS
X
N
\ / I8" CONCRETE PAD
AT 3000 PSI W/
X f 6X6 I 6/6 W.W.F.
�-- 2'X6' CAP
APRON O 20 O.C.AVEE
2OR 50.
FINISH GRA E�CWC.
3.0'
8
. '..:: 4 ''3,0' `, . '
:•8'
INFILTRATION RATE -
6 OVERFLOW 0.04 GAL/MIN/SF
r
W/ SCREEN
INV 6.3" TREATED
PLYWOOD
'
°
12 COLLECTOR
LATE WINTER & EARLY SPRING v TO OVERFLOW
TEMPORARY GRASSING DETAIL REV. 63.. �
SEEDING MIXTURE 1' o i • n as
MiN" 8' CONCRETE SLAB
RMAR
SPECIES RATE ilb/oa3
0412 O.C. E.W.
COARSE SAND
Rye (grain) 120
Annuol leapedezo (Kobe in
end Coastal Plcin,
Korean in Mountains) 50
Korean
;.. 6" GATE VALVE DRAINAGE
AREA i SEDIMENT
Omrt annual lespedezo when duration of temporary cover is not to extend
I-+�-a 1 - GALV. 1 /2' U-ANCHOR
BOLT END AROUND HYDRANT
beyond June.
SEEDING DATES:
SHOWN.
BOOT AS SHOWN. CHAMBER
�2'-O" CONC. BLOCKING. POUR
& SAND
FI
LTER
Q
M.L
MIN, NTS
AGAINST UNDISTURBED
Mountains - Above 25M ft: Feb. 15-May 15
GROUND
2 ROWS #4 REBAR
Piedmont -Jan. t -May 1
Below 2500 ft.Feb. ] -May 1I�
/�..���.
I
��,��
� I
O 12" O.C. E.W.
Coastal Plain - Dec. 1-Apr. 15
�
1 YN
j
JOINT BETWEEN CURB dr WOODEN
SOIL AMENDMENTS
NTS 2'x3' DI- HEAVY
EXTERIOR S1LCONEWAiX TO BE �SEALENTWITH CtEAR
Follow recommendations of soil tests or ZOOD lb/acre ground ogrleul-
#artillzer.
RIM 9.0
D WALK ACCESS
RUNOFF ELElI. 9.5E
tural limestone and 750 Ib/acre 10-10-10
INY 6.3
1
SPRING -SUMMER
-
IX
WALL
MULCH
PERMANENT GRASSING DETAIL
10' CONCRETE SLAB
;SOLD
u!D
APPLY 4,000 LB/ACRE STRAWANCHORSTRAW BY TACKING WITHASPHALT. NETTING.
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
SEEDING MIXTURE
- -
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
LISP 0
OOMMDAGRASS 10
ReferNze N growth is not fuly adequate. Reseed, refertilize and mulch im-
GERMN � 10
mediately following erosion or other domags-
TALL FESCUE 50
SEEDING NOTES
TEMPORARY SUMMER GRASSING DETAIL
1. *IERE A NEAT APPEARANCE IS DE51Rm, OMIT SERICEA.
SEEDING MIXTURE
RATE (k�
2. USE COMMON BF UMACPAW ONLY ON ISOLATED SITES WHERE IT CANNOT BE-
COME A PEST. SERMIDAMASS MAY BE REPLACED WITH 5 b/acre CENTW .
'"�T '°
SEEDING DATES
IN THE PIEDMONT AND MOUNTAIMS, A SMALL-SIEIAAED SUNa1NGRASS MAY BE
APRIL 1 - JULY 15
SUIiSTITUIf;D AT A RATE OF 50 LB/ACRE.
SEEDING NOTES
SOIL AMENDMENTS
MOUNTAINS - MAY 15-AM 15
APPLY LMME ALA) F'ERIIL�ET! ACCORDING TO SOL TESTS, OR APPLY 3,OOD b/ays
PIEDMONT - MAY 1-AUG. 15
MOUND AGRICULTURE LIMESTONE AND 500 Ib/ocre 10-10-10 FERTIIZER.
COASTAL PLAN -APR. 15-AUG. 15
SOIL AMENDMENTS
MULCH
FOLLOW RECOMMENDATIONS OF SOL TEM OR APPLY 2.000 LS/ACRE GROUND AGRICUL-
TURAL LIMESTONE AND 750 LB/ACRE 10-14-10 FERTILIZER.
APPLY 4,000 b acre GRAIN STRAINER EWNALLM COVER OF ANDrFER SUITABLE
MULCH. ey TM.IGNG WITH ASPHALT, ROVING, OR NETTING OR WY CRIMPING
WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
MULCH
USED AS A ► ULC H ANCHORING TOOL'
APPLY 4AW �STRANI MOM STRAW BY TACKING WITH ASPHALT, NETTMG,
OR A MUUN TOOL A DISK WITH BLADES SET NEARLY STRAIGHT GW BE
MAINTENANCE
USED AS A MULCH ANCHORING TOOL.
LIZE THE FOLLOWING APRIL WITH 50 b/axe NITROGEN. REPEAT AS GRONr11
A NEAT APPEARANCE Is
MAINTENANCE
RMMaM
DES m, OMMIITY AND MOWASA OFTEN AASt NEEDED>
REFERIILQE IF GROWTH 15 NOT FULLY ADEQUATE RESEED, REFERTLgE AND MULCH M•-
MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
p
FALL -WINTER
PERMANENT GRASSING DETAIL
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
SEEDING MIXTURE
RAT bWQ�
LAM
T FESCUE
SIPSCES RATE (!b/mm)
THREE M MOVEDDD VARIE TIES) 20D
Rye (groin) 120
ICE () 25
SEEDING DATES
SEEDING NOTES
JAIAM - APRIL
MOUNTAINS - AUG. 15-DEC. 15
AUGUST - DECEMBER
COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30
SOIL AMENDMENTS
SOIL AMENDMENTS
APPLY LIME ,MID FERILilaR MXORDMG TD SOL TESTS, OR APPLY 3.00D-5,0D0 IH/acre
GROUND AGRICULTURAL LOOM70K USE THE LOWER RATE ON SANDY SOILS) AND
FOLLOW SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND AGR�TURAL
1,000 b/o= 10-10-10
LIMESTONE AND 1.000 LB/ACRE 1O-10-10 FERTILIZER.
MULCH
MULCH
APPLY 4,000 b acre GRAIN STRAW OR EOMALENT GOITER OF ANOTHER SUTAIil.F
wrm T'
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TAr3CING WITH ASi'FHALT. NEiTMG.
MG WITH A MULCH A NG�NG TOOL DISK WTTTIACKING
MADES SET NEARLY STRAIGHT rAN
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
BE USED AS A MULCH NNCFHORING TOOL
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
MAINTENANCE
Repair and refertiCae damoaed areas immediately. Topdrese with 50 tb/axe
FEMRF ACCORDING TO SOL TESTS OR APPLY 40 b acre NITROGEN IN JAHRM
of nitrogen in Marsh. If it is neoeswry to extend temporary cover
Plain
OR FEBRUARY, 40 b M SEPTEIMBER AND 40 lb PI FROM A 12-•4-8,
TURF T:EIMUZER. A1� FERTILIZER APPLICAT015 DARING
June 15. overaeed with 50 lb/acre Kobe (Piedmont and Coostd
or Korean (Mountains) leepedezo in Iota February or early March.
18-4-A OR S!"
WARM WEATHER, AS THIS VICREASES STAND IDSSES TO DISEASE. RESED. FEiifIM
AND MULCH DAMAGED AREAS IIIIEDIATEI.Y. MOW TO A HEM OF 2.5-3.5 INCHES
AS NEEDED.
12'
32'
PLAN
ASPHALT
PAVEMENT
ENCLOSURE GATES
ur /rcnec_aa a rMur_
4"X4" POSTS HORIZONTAL
(TREATED) WOOD SIDING
ELEVATIONS
DUMPSTER PAD & ENCLOSURE DETAIL
10" CONCRETE
#4 RESAR
O6'O.C.
CONCRETE BRACE W
0 20, O.C.
LL
J4 REBAR 3' C 6' EMERGENCY OUTLETS
.
CONCRETE BRACE W ELkV. .8 - Q
O 20' O.C. " AVERAGE INFILTRATION RATE- ELEV. 6.3
7,2.O' 8 a . '�2:0•` , $" AM
GAT /MIN/SF
' 6 3 F1'OMf HOLES W/ SCREEN J4 REBAR�
• O 12' O.C. E.W.
12' COLLECTOR
a `Q. )f TO OVERFLOW
ELEV. 6.3 a..• J
"
. _ 8" CONCRETE SLAB
#4 REBAR LEAN COARSE SAND
O 12' D.C. E.W.
! \:.ill �� 111!i\ i ll
I mm
TYPICAL GRASS SWALE
x 1'-0" x KING STD. ALUM.
HANDICAPPED PARKING SIGN
RESERVED HANDICAPPED
TO READ "RESERVED PARKING"
WITH IDENTIFICATION SYMBOL.
PARKING BOLT TO WD. POST W/ 3/8" CANDIUM Lj
r- PLATED NLTTS, BOLTS A WASHERS.
9" x V-0" x .080 STD ALUM. SIGN
"MAXIMUM
t
TO READ PENALTY $100,
GS 20-37.6". BOLT TO WD. POST
WITH 3/8" CALADIUM PLATED
12 I NUTS, BOLTS k WASHERS.
r�
MORS LEGEND AND BORDER - GREEN PRESSURE TREATED 4"x4" POST
as
WHRE ;?YMBOL oN I�tIE BACKGROUND FINISHED GRADE
KE UND - WH
1--1/2"R(TYP)
_
MAXIMUM
iWI=-.PENALTY
IMI-
=1 I I-1 111 o
3/8-(TYP)
i I-11 ��� F=111={ f
GS 2 -$250
i 11
� 12" _�
=111--111-1=111
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
TYPICAL HANDICAPPED
SIGN DETAIL
Km
C(
TIE E" JEFV=
SJAr Im dW
11 16
2'
310
2
1'
1
3/4'
SITE WORK NOTES REVISIONS
MASS NIPPLE TAPS A BE, Aa1V P.V,G Aw aas 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING ° Description B
314' X 3' CT)7'Ir40 50 AND 57 AfACTILE AM PIPE CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. Date P y
1' MASSAflLGG .A' a a AS{4Ar GIBING E Ll�'GP111NG III PART A TAPPING
ADA S2 CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
SEcnav 171 AND PART 6, OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. -
SEC770V 111•-C 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, _-
- VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
\ MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
1 X 1E 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
/ • x 12' REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
ASS NIPPLE SERVl Lr L�AE n'PE AY 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
SPUD 314' CGIP S7LP Trplm J SCFT CAR 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED - -
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF --SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
INSTALLED BV A 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
VAL V£ �U' EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
� C40 SAF VAS M41N IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
912R � EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
AK9LLEAl71 APASS TEE CTYPICAU THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
SIZE �' 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
_ CLliY liArA2V RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
�- APPROPRIATE PERSONNEL.
1 ASS NIPPLE 11. EXISTING SURVEYING PERFORMED BY M. UNDERWOOD & ASSOC. AND SUPPLIED BY THE OWNER.
Lx&) 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
tTYPICALJ
7r' X 6' THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
3/4' aff S7ZP JFASS TEE OWLEAA3L'E) H15 WORK UNLESS OTHERWISE DIRECTED BY OWNER.
53�1ID 314' X T' X 7' (TYPICAk) 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOE WTAIL FOP STAtZWB SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
VATLT SERVILE INSTALAnZFV 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
STANIIARII GANG METER ASSE1�1BL Y 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, W
NTS NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNERS OPTION FOR Z
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE QQ
0A STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED.
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE U
W PAID FOR BY THE CONTRACTOR.
23. SEE GEOTECHNICAL REPORT N0. _-------- DATED _______, BY _________
FOR ADDITIONAL REQUIREMENTS. w
CONSTRUCTION SEQUENCE z C4
ram-,
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR C)
SEE PLAN EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).Z.♦ �'n Z
2. NO rEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED iJ
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. A Z
PLAN 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING 0 C)
SEEBUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. 0
1.-� 04 E--I
SEI
FABRIC INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CilON LtMMLI RAFl100 X OR CONSTRUCTION
2'x3' p- HEAVY DUTY
TTYPICA)
INV s.3
A
2 ROWS 14 ROM APPROVED EQUAL)
12- O.C. E.W. ENERGY D ISSN PATER
JOINT BETWEEN CURB WOODEN
WALK To BE CALKED WITH CLEAR NTS
EXTERIOR sILCONE sFxENr
RUNOFF4._ELEVWALK ��
SOLID WALL BEYOND
4.
5.
6.
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
CLEANED OUT AS STATED OR WHEN HALF FULL.
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO. ACT AS SILT TRAPS
'�
F4
W
A
NCRETE WALLS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
•
3' OVERFLOW I
6' EMERGENCY OUTLETS
a •
7.
A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
�..
R 10' OC.
8.
ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF
O
B a
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS.
�
�
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
z
O
PRACTICES AS DESIGNED.
�T"�'♦
�
'�.,
CD
DRAINAGE AREA 3 SEDIMENT 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONM ;'
V
� Io
INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED IN To
z
co1co1r;
A
CHAMBER & SAND FILTER Q, L THE STREET WILL BE IMMEDIATELY REMOVED.
co
�•
'
NTS SPILLWAY 3 SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET
'''
NOTE: DEWEY BRAS.
CH-BN 3A FOR CATCH
BASINS AND CH-BN-47
FOR YARD INLETS
AN
CONC. COLLAR ASPHALT PAVEMENT
ELEV. VARIES
• 2' Or
BRICK MASONRY W
FLOW
io
3000 PSI CONC. '
�DRp INLET TO HAVE SAND
LVt OPENING FOOTING
SHOWN
SEMON
DROP INLET DETAIL
PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.
''''
O
O
p z
LLJ
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL -NO LONGER
DRAINS PROPERLY.
no
n
N___
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
L�
•�
'
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
00
O
o
N
A
TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS
Cu
UNDISTURBED
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
E.e'
�
4
�
SUMP
BOTTOM CHANNEL BOTTOM
5. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2 FEET
CROSS SECTION
BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE.
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
_
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. IA141b
STONE SECTION A -A
TEMPORARY SEDIMENT
TRAP TABLE
N0.
AREA
ACRES
REQ'D
PROVIDED
L
W
D
1
0.55
990
1050
35'
15'
2'
2
0.66
1188
1200
30'
20'
2'
3
0.88
1 1584
1 1600
40'
20'
2'
li.l
Z
=1 o zz
�V)
L/) IZ
wNz
SEE PLAN SHEET FOR LOCATION
O Q O
NOTES: METER
BOXY a
1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST,
�•,
SUMP SECONDLY.
r
2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY
I
WILL BE NO LESS THAN TWO FEET.
L J
3. SPILLWAY DEPTH SHALL BE ONE FOOT.
4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES
MEASURED PERPENDICULARLY FROM THE FACE
OF THE LARGE STONE.
5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF
1800 CF OF SEDIMENT STORAGE.
6. DEPTHBECHECKED
C EANNEED IN SUMP
M ANDEONCE EACH 6 MONTHS).
7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY
AS TO LIMIT SILTATION.
TEMPORARY SEDIMENT TRAP DETAIL
LIA TE PRIEST
VARIABLE R/W
VARIES 5`
14 MIN.
ASPHALT PAVEM
�" l3~WATER MAIN
CORPORATION STO
ANDARD WATER SERVICE DETAIL
VSSI
S E A L
W _ 17374 `
.IGII '�-
%.,,�GREG4.�`�
J DATE 02-23-04
_ DESIGN PGT
DRAWN JK
C2
SHEET 2 OF 2
03070
. `- - - - - - - - T - - - - - - -"- T r - .T_ T _ T •r't -r ^- F. i IT.t -ram
Y
Kds'�IiI U
I.l',ii�*1 yi..�' f f. i'�1 �.

.1
.1
.1
.1
421
REVISIONS
CLIr, x / . Da{e Description By
q I I 1
v- l k/ /1 O 4 x
qy Z • x
YACHT RID VQ / / / 0')V, L � � x p
BUMM AV 0
0 5
0
mp x
SIT
GOLDSBOR❑ LEES
AVENUE
W SON AVE, I
140'
VICINITY MAP
NO SCALE
MYRTLE GROVE SOUND
c4�cv'arEn
800K 1627 P40C 067OLrNE
EXISTING
MARINA
.VJ5ri ING CONSTRUCTED
II ''BtiEAD LINE
JOOK 1627�Q 0670
+-- STORMWATER I - - - EXISTING BLACK
RUNOFF DIRECTION �- / 7 BULKHEAD BULKHEAD I
x BOOK 1627 PAGE 0670
CONCRETE AREA (FUTURE) �... .•�!.
,� x 3:1 OPEN GRASS SWALE • r - - - --- - -
175 AND YACHT CLUB - EXIST. BUILDING TO B 1
( ) LANDSCAPING w/AREA FEDERAL POINT MARINA .�, REMOVED J / , b x r r
MAP BOOK 35 PAGE 356 1 I � I r
LIMITS OF DISTURBANCE ` TST No. " [- - - L' r 1
\ 1 � 30 LF 12 HDPE PIPE ®0.5� I • - ,
_ � � J = J x • • •x- ` x I RENOVATED I � - +
X X TEMPORARY SILT FENCE 1 •� 3:1 OPEN GRASS SWALE I I ; x F �I r
f� I MARINA r I I III I
x [ D I C"•� WOOD DECKING TO SPAN EXISTING CONSTRUCTED FUTURE) i - III EXIST. I
SITE DATA ` 1 17- 1, TSF - _1 ATER LINE STORMWATER CROS GS.(TYP) BOOBULKHEADALI 0670 y ! I I BLDG.
x - --
TOTAL AREA 3.99f ACRES + AND YACHT CLUB
FE ERAL POINT MARIR F �� •• COASTAL WETLAND LINE • .--4,�r•"' ' I I I I I I I { , `
BUILDING AREA 38,577 SF R 3 � ~ - - • •.i .^ J r +1
1 MAP BOOK AGE 5 �� �� E �- I x _
POOL AREA 6,310 SF , ^DUMPSTEj j i ti� O 39 •-- 404 WETLAND LINE J U1 EXIST. t` L -
WOODEN WALK 3,815 SF + t ENCLOSURF� -. - i I
r BLDG. I j I I I 1 I I
CONCRETE WALK 3,972 SF I .R. S% r
CONCRETE AREA 1,390 SF BI \ - I r r -
' 345= S7� AAA 1 INLAND HARBOUR I O I / O
ASPHALT AREA 46,135 SF - - F.E. w ENER Ed - ' ,., n- - f
/ �7 `;� 7 02'0 'S 1 COMMON AREA I I t J� Q
+� 4h
LANDSCAPE AREA REQUIRED 3,691 SF DIS R _
C. P., \ ., , -,` \ 5 ` �,� - �, ALK_ • EXISTING , I CONDOMINIUMS, I~ )__-O-(2)
LANDSCAPE AREA PROVIDED 4,386 SF GLEAN WELL - S /�°CONSTRUCTED I PHASE 1 t t1 F.E.S. w/ENERGY
MARINA PARKING SPACES REQUIRED 32 I o:5 0 10.8 BULKHEAD LINE I CONDO BOOK IfQDISSIPATOR
MARINA PARKING SPACES PROVIDED 32 AF
UMPSTERS W/ 0 8 xx �' x � �� K 1627 PAGE 0670 j I PAGE 185 1 ��NCLOSURE DEP S
CONDO. PARKING SPACES REQUIRED 69 r M1 1�.0 CUR I �� J AEA-LIMTS `° I rt I t �W I _-�7i /
CONDO PARKING SPACES PROVIDED 69 r `S T CL N WELL
AND YACI�fi'�LUB 1 !
N0TE: FEDERAL POINT MARINA I
I �- 1 E.S.72-
w/SPECIFICATIONS.2.9 - EXIST. POOL & DEC
1. ALL ON SITE SWALES TO BE SODDED OR LINED MAP BOOK 35 PAGE 35�a I ' `�"� "� TO B RE WOODEN HCR�� r -
WITH EXCELSIOR MAT & SEEDED ACCORDANCE t - j CUR I x / / ({ -�) /5'x10'xD. z10. I T-" x `
\,iNLE "' x y • 1 rr� EXIST-_ • � `. - 1 /
2. ALL WATER SERVICES TO CLUB HOUSE AND - - '�" � x _ ( I Iy MP l I \� f W 1 I 3�J' CAMA 1 E3LDG. L `
BATHROOM FACILITIES TO HAVE BACKFLOW T:7i0 10: , / I ! . -DMH N0.1 cy UFFER _ - --I-
x i
PREVENTION. I LIMITS I OF DISTU CE 3 3 1 5 k C IGC / ,,� RIM 10.5 1 a I t r�" r
I 1 65x4 x18t 2-CHAMBER ,
xlsll I 1.39 4 l _-
3. FIRE MAINS TO HAVE BACKFLOW PREVENTION FEBCO r I r` I ) �� W / IJI� INV. X3.10 I1 wwl� 1 x F SAND FlLT R (SEE DETAIL)
$06DCDA LOCATED INSIDE BUILDING. - - �17 17 I I _
# L k BATH p ! �� x
- - - - N HOUSE . , . x 1 i I DUI4D �NG 13 a 75' CAMA
I r NOW OR FOR i XI i 12 UN�15 414'2 r AEA LIMIT
+ I XF F.F.13.� �.. _ . 1r-o. 11.5 I / / LIMITS OF rDISTURBANCE t
BOOK 2 � QGE 0352 ISTI n FIRST F.F. �11.0 1 0 F
"DOER" Y.I. N0.2 Y I -
C.I. RIM j.C)
TYP 5� 0' I I I " ff l MID) -� I / a 4D I I I
( ) 4 RIM 9.5 1 )RIM V91p
t t BRICK/WO I pAwwINV. Il o x 11 1 /- I ` .. 1 I ARB6 L
I I x - - R.P. r- X 1 ii ! !t
EXIST. B�IILDINGS DECK - - x 1 1 Q" 1 , 1 1� �' �`° x - � ' ' \ a� me x ^ I-L_!
TO BE REMOVED EXIST. I MH N0. Q II I 10.5 c
246'x6'x18" 2- :CHAMBER r ' BLDG. ( TRIM 10 0 I 1 - 4 j 1 E �•34 1 !- ,J
SAND FILTER (SEE DETAIL I 31 I INV. 5. O l r m x y I I I g WALK x
-- ---- --- HV UNIT 0p 'S216 x j
11LDIN 2 J r x II a_ j I
TED ORM _ f ca
EE CH. S. FIRST"FS 11.0 ' 1� I 1 I -► 187) HOUSE P r
rI !`Il 1 1] �� xI N F.F.13.0 1[57'38"E r
Q.37
! Lu t I EXIST. :. 0 I 1 I` x 1 _
1 I I I
I � t I BLDG. I I - � „
N -GIR FORMERLY I 60 10 1 I {1 170) rl i 1 10.5 9• 10.E F_13�} a� 81e6.85 E I 123'x4'x18" 2-C MBER
I t I MAP�BOOK 3 PAGE 3 a MAIL KIOSK P.P.[ 11 1 " SWAT S iG I 1 x .o6/ a ~ 'CLUB r y I q' x SAND FILTER (SE DETAIL)
I I j I SDM ' K 6 } 1 I x I I I
r DOZIER (BY OTHERS) \ I BOIATIYE t
I x 10.0 1a•z P RIM 1 I / / PRESSE O�SE INLAND k1ARB0UR -TIE INTO EXISTIN
B00 2 1 PAGE 011 . N CONC. AD I / [ ` (f �`~ O xI
l 1 1a, x ENCI��O TyP _ _� COMMON A r SANITARY SEWER I I
1 INV. 5.25 3 10. 4 I N0.?,� q C.I. N0.1 't NDOMINI RASE I LIFT STATION
_ I I
1 / 245 50 I 1 .0 Z .4 L 1 _ -� (% 0 MA INA� "ZI10
1 26D a x 7 0 0! 32 ' x I WA � CO NTAIN�RS
PRIOPOSE F.HYD. _ I _5 J 1 R 1 f' ^2 r W SEEKING
x EXIST. \ \ 0 - r` 0 9y$9 ,3 E ® i / R( Fi x DWGS. � -
------ - �- ---- -y -- aN- yv 01'5 �' - P YD.-"- - ---------------T----
r - - -
I TIE IN TO EXIST.8" 30'x30' SIGHTS 0--- ` '- - - - - - - - --- -- - - - - -� - -- - - - - - - " �-
��-�lST.�.O. TIE IN TyE �CIST.B�
�I WATERMAW DISTANCE SI L GAYION �, >, i
I WAIMAI N X p Q.,�1 IJ>��� I [
" TRIANGL'�-TYP ' x S JDSEPH S ET x , !x �, "
1_21 (1) 8 GATE VALVE 4 5 216.43' - - 25 - 24 25 - - - - - _ 1 0. 5 - - - - 4 - 6.1 I i > fl ) $ G,9rT V'E
>cI - i - - - - - - - - -EX- O.P. L - - -
w NCDOT b. NO.1- _ WALL ALONG PROPOSE (12) GANG META . - - . rt2 TER SERVICES i
EXIST.SSMH I = -- - EXIST.B"SS Rig za ` _ �` - � STREET FRQNTAG xcDozz1 � F. W. =_ _ Q - -� E USEI FEBC(�? 8 ` x BACKF W r.I � �-SI 31
-_ ^2Q- - - - _ - __-�- -- -- -- -- --- - -- -- -- -- - -- �- --REV � x
II , 12)" GANG METER RIM 6.80R -T- RIM 6.30 ^� FOR. HH USE FEB 0 05Y--BV BACKFLOW
I 50TEMPORARY T 50 TEMPORARY 50 TEMPORARY
I CONTRACTOR TO CONTACT INN. 4.30 INV. 3.65 _PRt_ /EIiITOR LOCATED INSID SING
CONSTRUCTION CONSTRUCTION CONSTRUCTION
I I UTILITY COMPANY FOR r ENTRANCE 1 1) 1" GANG METER NCDOT SDMH NO.1 ENTRANCE i ENTRANCE J / "
ORR BATHHOUSE WATER SERVICE PROPOSED DRIVEWAY TO _ �-- - -
I I , RELOCATION 0� UTILITY POLE t PROPOSED DRIVEWAY T� USE FEBCO # 505Y-BV INV. 3.40 MATCH EXIST. ASPHALT - , / J
W F -
I
MATCH EXIST. ASPHALT BACKFLOW PREVENTOR LOCATED f6.75
I C[ i INSIDE BUILDING PROPOSED DRIVEWAY TO NOW OR FORMERLY
t1o.4 i
I i NOW OR FORMERLY i NOW OR FORIv�ERLY i NOW OR FORMERLY MATCH EXIST. ASPHALT WINNER ENTERPRISES NOW OI�E9R1�iERLY
SILOS i WELLS NOW OR FORMERLY I
NOW OR FORMERLY f7.4 , PID - R08818-007-017-000 i
BOOK 1892 PAGE 1035 l l POWELL PID 88818-00 001 -000 I s
800K 3428 PAGE 842 BOOK 1994 PAG 1058 I PURITIS I DAWSON 1 i PID - R08818-007-018-000 I i i _ r r I
PID R08818-007-021 -000 i _ 1 I i
rm
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SCALE 1 "=40' 1 - - - - - - �' � / I DWQ
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amo jy
LEGEND
- - - 1;2- - - - EXISTING CONTOUR
• 29.63 EG EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
® DROP INLET w/INLET PROTECTION
C RB
U INLET w/INLET PROTECTION REPUTED OWNER
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