SW8110716_APPROVED PLANS_20110826

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 1 007 1 6
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 l 1 O$ 26
YYYYMMDD

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MDJ PROPERTIES,LLC
ZONE: C-LD
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INV IN 38.0
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PARTNERSHIP
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/ DB 1265-1371
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DISTANCE TRIANGLE
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FINISHED SIDE OF ALL FENCE
SHALL FACE OFF -SITE.
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DISTANCE TRIANGLE
BENEDICT V.
DEL RE'
MC 28-491
MC Y-138
DB 968-472
DB 1019-83:4
ZONE: C-LD
USE: OFFICE
OWNER: TAYLOR AND SULLIVAN, LLC
ADDRESS: OP 7057 #1 BEACH DR, Ocean Isle Beach
EMAIL ADDRESS: elitehomest®mindspring.com
NC 130 SR 1120
SITE ADDRESS: 1123 SABBATH HOME RD
"ONG & LAT: 33'55'42"N 78'16'16"W
/ BRUNSCo. PARCEL No. 232FA003 z srrE
TOTAL AREA 1.45 ACRES
DISTURBED AREA 1.3 ACRES o
ZONUSE RETAIL
RETAIL
REQUIRED/PROPOSED SETBACKS
FRONT SETBACK REQ:25'/PRO:103' LOCATION MAP
SIDE SETBACKS REQ:10' PRO:25' 82' NOT TO SCALE
REAR SETBACK REO:6'/PR :34'
No. OF EXISTING BUILDINGS
No. OF PROPOSED BUILDINGS
PROPOSED BUILDING
No. OF STORIES
BUILDING USE
BUILDING HEIGHT
BUILDING LOT COVERAGE (8,000/63,238)
WAREEQUI35 SPACES
OD E) 1 PER
5000
01 PER 200 SF: 000SF: 1000/5000 361 SPAAEE
PARKING PROVIDED �r 36 SPACES
(INCLUDING 2 HANDICAP ACCESSIBLE SPACES)
IMPERVIOUS SURFACES (PROPOSED)
\ BUILDING AREA
ASPHALT
\CONCRETE
TOTAL
1) \NO WETLANDS EXIST ON SITE.
2) TRUCK LOADING AND UNLOADING WILL BE CONDUCTED
ON SITE.)
3) ALL ROOF DRAINS TO BE ROUTED TO PROPOSED
STORM WATER SYSTEM.
4) SIGN PERMITTING TO BE DONE BY OTHERS.
5) OUTDOOR LIGHTING PLAN TO BE PROVIDED BY BEMC.
ALL OUTDOOR LIGHTS TO BE PROVIDED IN ACCORDANCE
WITH BRUNSWICK COUNTY LIDO.
6) ALL STRICTURES AND BUILDINGS ASSOCIATED WITH THIS
PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL
BRUNSWICK 6�. UNIFIED DEVELOPMENT ORDINANCE BUILDING
FACADE STANDARDS.
24" CONCRETE CURB
AND GUTTER
LEGEND
------32---- CONTOURS
LIMITS OF DISTURBANCE
X TSF TEMPORARY SILT FENCE
(175) LANDSCAPING w/AREA
PROPOSED SPOT ELEVATION
RUN OFF DIRECTION
CONCRETE TO BE REMOVED
PROPOSED CONCRETE
® DROP INLET W/NLET PROTECTION
APPROVED
NORTH CAROLINA ENVIRI
MANAGEMENT COMA
DIVISION OF WATER
9.42
q 9g �--
m
+ 37.70
f�lt/ � ,A,37.10
vv
vv
23.22'
1 4 3fiz^3 + 35.39 + 3544
i �--3%93-13.7 G1_ 37�- ._ — / +36.4K
BB&T. \ +37.78 /
DB 600-440 _ - — _ D��p BAR SCALE 1 "=20'
ZONE: C-LD +38.40
USE: BANK +38.33
AUG 252011.
00
RICHARD HEIL
/ MB 7-54
_ONE: R-6000
>E: RESIDENTIAL
1 r 8vl1
AL;,-
20' 10' 0' 20' 40' 60'
REVISIONS
Description
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S E A L -
17374 -
cREGORy,
DATE 08-24-11
DESIGN PGT
DRAWN EJW
cl
SHEET 1 OF 5
10045

EXIST. WATER MAIN
5�
/FL
O�I
'(\\,%
\ \ �i� �F� PRO% rLh,r-lP
\ \ Roy N P \ON P% w
\ PPP /G�\SS / QRo��Q
/ �/ �n /
MATI_, EXIST. ASPHALT 40C `^ 440.3v
\� .
MDJ PROP ,LLC GRADE 4035t
C-LD_ ® /
ZONE: -LD �� �/ -- / �
USE: RETAIL // / 0 STRUCTIONGENTRANCDE / TSFo, + 11C\
40,
/ + aft. s
\ PROPOSED 1WATER SERVICE " // // G �g,N TELPiD S 20'06'02"E 1Ox70 SITE
\ // / \ / 1 .18' DISTANCE TRIANGLE
\ W/1" METER AND 1" BACKFLOW PREVENTOR / / O // `n� �� 1 4
TBM MAG NAIL ! ! �1�6.
\ 1 Ox70 SITE---.// / \ 40.45 NAVD 88 40.3 1
\ DISTANCE TRIANGLE / / / (� ` !�O ® / /
2" CLEANOUT
\\V (SEE DETAIL) 4 i A"
5 / \a .91.57
\ \ / ®�/ - \O ` / / / / X - j N NFILTRATION BASIN
\ \ 0j , / O / j / ` DRAINAGE AREA
/// �N,� vV / +ao.as \G _ > 5005 .zs 0.92 AC.
\ \ 0", �� A` P �� �rL� \ 1GGE�r1 \ BENEDICT V. DEL RE'
/ 5 to N \ MC 28-491
r0 \ ®/ / /f P �J /� E �\ O a 7 P E .
/ O // MC Y-138
�➢ \ I/ /!O �� / /✓39.91 SRN T. NCF17 4 DB 968-472
O \ �/� ®o��'® / j '�/ ( OJO� TO B REM V D DB 1019-834
/ /I,/� /I L\O� // / ��\`� O �\0a / ZONE: C-LD
/ O \ USE: OFFICE
\O / +40.13 O\N 00- pP PRO SE / a \ X. "Is..
I~ 00 ® 1�L1 PYL SIGN' /
�, G2\n /.� ee pN 2�/ EEL Sj()PTYP \ 15 ; >
\\ \/G/O�/�®' �6� o.,o 'I OO O O 1OO O ® a V �.xlsr. ,z.
/ ®
2 eons
N0
\ \ TO PP j . / \i/ / � O �F / ` 2 >, 42.90 \ ©i1.37
.0 /
2 BALL VALVE
QFLJ� 2" SWING \\ \ +41.83 'O ! \�'pL 00 \ BOA+4�.09\ i `� Isr.iii p
/ / CHECK VALVE / _ /i. \� / P
3" HDPE DR 9 // P� +4 4 ', \ /(DISEASEDa orDcj
•o
/ / 2" BALL VALVE ' / V
SS FORCE MAIN / / t+az.oa
O _ I INSTALL 18" BELOW \ \� , / \ `
GP�\5� LOWEST EXIST. UTILITY / / / \ \ \ �o /
�O �g Fw \ (FIELD VERIFY INVERTS) / / / ® ` \ \•p ,
" REVISIONS
wS pate Description By
OWNER: TAYLOR AND SULLIVAN, LLC
ADDRESS: FOP 7057 #1 BEACH DR, Ocean Isle Beach
EMAIL ADDRESS: elitehomeslOmindspring.com
_ NC 130 SR 1120
SITE ADDRESS: 1123 SABBATH HOME RD SR 1127
}ONG & LAT: 3355'42"N 78'16'16"W
BRUNSCo. PARCEL No. 232FA003 z
/ TOTAL AREA 1.45 ACRES " snE
DISTURBED AREA 1.3 ACRES o
ZONUSE RETAIL
RETAILL
J
REQUIRED/PROPOSED SETBACKS
FRONT SETBACK REQ:25'/PRO:103' LOCATION MAP
SIDE SETBACKS REQ:10' PRO:25' 82' Nor r I SCALE
REAR SETBACK REQ:6'/PR :34'
No. OF EXISTING BUILDINGS 0
No. OF PROPOSED BUILDINGS 1
PROPOSED BUILDING 8,000 SF
No. OF STORIES 1
BUILDING USE RETAIL
BUILDING HEIGHT t 18'
BUILDING LOT COVERAGE (8,000/63,238) 13%
REQUIRED PARKING
RETAIL) 1 PER 200 SF: 20CV7000 35 SPACES
REQUIRED P RKINGTOTAL00 F: 1000/5000 361SPACES
PARKING PROVIDED 36 SPACES
(INCLUDING 2 HANDICAP ACCESSIBLE SPACES)
IMPERVIOUS SURFACES (PROPOSED)
BUILDING AREA 8,000 SF CIO
\ ASPHALT 19,023 SF r l W
\CONCRETE
\ TOTAL 30,027 SF
NbTES: Em-4 H
1) \NO WETLANDS EXIST ON SITE. z �--I
2) TRUCK LOADING AND UNLOADING WILL BE CONDUCTED IQ O
ON SITE.) 8 A V
94
3) ALL ROOF DRAINS TO BE ROUTED TO PROPOSED
STORM WATER SYSTEM. Iz
4) SIGN PERMITTING TO BE DONE BY OTHERS. O
5) OUTDOOR LIGHTING PLAN TO BE PROVIDED BY BEMC. x
ALL OUTDOOR LIGHTS TO BE PROVIDED IN ACCORDANCE E-1 H
WITH BRUNSWICK COUNTY LIDO. C) Z O
6) ALL STR�I1CTURES AND BUILDINGS ASSOCIATED WITH THIS �+ W
PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH AI END W W 0 z'
BRUNSWICK 6� . UNIFIED DEVELOPMENT ORDINANCE BUILDIt
FACADE STAND�RDS. 32- - - CONTOURS
\ ®®® LIMITS OF DISTURBANCE H z
\ X TSF TEMPORARY SILT FENCE z O
\ (175) LANDSCAPING w/AREA V
\ AW U
PROPOSED SPOT ELEVATION [-4
\ RUN OFF DIRECTION z
\ CONCRETE TO BE REMOVED Z
\ i4" PROPOSED CONCRETE E-1 rT Q4'
\ t7 U] T pq
'P� DIRECTIONAL DRILL INSTALLATION / / ` \ 4 a / 40.01 \
+ 41 .90 \
_\ ! DROP INLET W/NLEf PROTECTION
/ \ • 4.' "NO IDLING"
�o \ \ Q . + ! „ > SIGN 0 29 30 A AND CUTTER E CURB \ �� +3e.94
p
O CURBING > O .--I
I EXIST. SSMH \ / /\ R5�0 (NP) 0 \ / e oAK
RIM 41.5 / (� 41 s s` '•�'� 'v �� _ SWAL�E CO
INV 35.11 \ \� 4.. ' O \ ' C\2
INV IN 38.0 / j \ \O \ /° ' j�. `\ 2 +40.97 a.�I
\ " HANDICAP . 3
INSIDE DROP TO 35.11 / <O
> 4 o SIGNAGE (TYP) \ - -7 / 03 x 5' ACCESS EASEMENT I� I:i
/ \ 1 0 •.b' +4202 0 +38.75 Q�1•
` ` � "O�• SS LIFT STATION- 9 � •O +4y. ' �1g"' > Z \ OUBLE CURB INLET N 1
(SEE DETAIL)
SHAUL & MEIR LEVY
PARTNERSHIP
MC S-368
DB 1265-1371
ZONE: C-LD
USE: RETAIL
2 ® Q GNOLIA' 1J �:S \ RIM 38.25 o g 13 5 '`) ' I r , O
. r F+i
'LtS d10 INV: 36.00 _ - ,\� 6 % ~ CID
�\ Me .4 70 I + 40.63 . 6A. y` / _ _- -- _ '-•�'- -- - ' - /8 I f ' I'-'�I O ri
- - - - -
\`\ ` PROPOSED BUILDING �, Z CO Z
8,000 SF a h / I' o r , cfl cp
+a .40 80'x100' / m� �O
JUNCTION BOX
` O FFE: 42.0 id 8., RIM: 38.5 I �N O O O
a ° .. NV: 35.75 +, - -
0 W.
Nr'p\® J p e' 4 O 4" CONCR A UKtj INV: 35.5 ' I W j I:i rn a
T + 41 .46 / + 42 i-I
A +� s .4 NCO. / AND W/ 5'X5'X12" E.D. p g}
® • ���' ' W /) 31�37.33 ?- Q N
PROPOSED INFILTRATION BASIN I ' rn // ~� 4 cd CO
+38. / / / i® T TOP OF BANK: 39.0 m Q �+
�A O0 / / / �®s!� \ BOTTOM OF BASIN: 35.5 I / I +37.70
cz
® \�� SHGWT ELEV: 33.5 +3zo6 _�y37.10
O\ /
\ # N
\ \ `+37.26
/ \ ! I ' _
����® ; / �' S 2 � +ss 3 +3a.a,1 / \ SWALE I / RIICHARD HEIL
A / O �"� / �� \ / A - - A / MB 7-54
+a,.7 F R ®DUM STER AREA / +37. 4 _ .._- -_ _- -- - _ - - +36 2
/ \ - - / 77ONE: R-6000
® ff +39.a4 +3' z / I t1SE: RESIDENTIA \
/ I - - � + 37.09 - / + 51 / \\ CAR,
�A - - + 38.47 + 37. \ e \ I + 3 .�/ _ 1•••, '
+ 38.39 _
+41.90 17374
+\3 a3a2 \
HVAC UNITS +46"\0a s` I i.-.._ .-. - .-..-.. -.. 3j�•�GINE`•''
?�Q PEAS, INC. s�s�+33.7a I /'7ii cREGO
0 i - MC P-171
20' BUFFER `'\ = a ZONE: R-6000 \\ TSF /
EXIST. BUFFEfTSFO( � � USE: WAREHOUSE � � �Q TREE CLEARING/LIMITS / �\�^�
J DATE 08-24-11
30' BUFFER / i y\ DESIGN PGT
6' FENCE +3900 71 DRAWN EJW
/ S 71'S4'38"W - - +36.65
FINISHED SIDE OF ALL FENCE / +3643 *35.39 as--- / i Atjci, 26 / "I
23.22'
SHALL FACE OFF -SITE. / >-37-e3-+az0> 3� = - �44 6 /
/ + 36.47� C
�6 BAR SCALE 1 20' 2
+ 37.78
/ BB&T. _
/ DB E: -440 +38.40 ' - - - - BAR
/ ZONE: C-LD
/ USE: BANK +39.33
IW!W-
AUG 2 5 2011. 20' 10' 0' 20' 40' 60' SHEET 1 OF 5
10045

BN-2001
NT
ORIENTATIONO& SIZES
CURB INLET DETAIL
INS
5EE PLAN _y 1
GRID ATIO FOR PIPE
I-
I
pFq--1�•ATB--4'?75
�AflO'T)NCIH B'1
GONG. COLLAR L I I UPS
a(
CONC. COLLM-� 0.
.{ /-T PAVEMENT
BRICK
3000 PSI
JILfaYJSY1`
DROP INLET DETAIL
iia^e2.ss
a6CCN�CTni1x1G
I In•FwscNm
PIPEANafT$IGS
M'MW OFPEA 6WTE
AND 4OrAt-COOLS ,.:I
m cormroLewq--'I--��
A'RDPEER x4ETPIPE DEAL -.
(FEU}e1STNlEfq
:LEV: 39.0
WEKNTB1MNUAwE-
Lf?vEL.FLBAT1AMTf31
I� K*K;E DREG
DdGHARGE PPE
CNiTIRONRaa.
aAx "TE
ffi•Nal
HARDWARE
OPENINGS
NCDOT #5 OR It
WASHED STONE
STEEL
NCDOT /5 OR
WASHED STON
CONSTRUCTION P .IFI.ATION&
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACI
THE INLET.
2. DRIVE 5-FDOT STEEL POSTS 2 FEET INTO THE GROUI
SURROUNDING THE INLET. SPACE POSTS EVENLY AM
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEE
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE C__....
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE AND BOTTOM W PLACINGA 2-FOOT FLAP F 0 IRE
MESH UNDER THE GRAVEL FOR ANCHORING 6 M ENDED.
u uurcueura.
MAINTENANCE-
4.
4. PLACE CLEAN GRAVEL NCDOT 5 OR 7 5 STONE ON A 2:1
( % {f )
INSPECT INLETS LEAST WEEKLY AND AFTER H
EACH SIGNIFICANT (?; INCH
SLOPE WITH A HEIGHT Of 16 INCHES AROUND THE WIRE, AND
OR GREATER) IN EVENT. CLEAR THE MESH WIRE of ANY DEBRIS
SMOOTH To AN EVEN GRADE.
OBJECTS TO
OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
S. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,
TA
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
SEDIMENT REMOVAL, REPLACE STONE AS NEEDED.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
HARDWARE AND PRo��oNCLOTH AND GAVEL INLET PRO��ON
WITS
LEANOUT BOX
2' MIN.
y2,.
PVC
VENT
CHECK -
VALVE
MERCUR
SWITCHES 1-4
- 1A'aCa sOWNEss
STEEEta,IG va E
SlAIN6^S 5REELFlAAT NDOR
YFA1'.I6 SYNAESS
stmaALRw
1 ilP5q;6UDFPAA
W N STArAf BS 6TEEE ib GA
rfflfn As3rasw
ZOELLER 820-0004 GRINDER PUMP
CM �. !/TOLE M11C 2 Mn
NTS
VARIES - SEE PUN
TOP
EXIST. GRADE
g TD
1 1 2" PVC �'
---PTO NEW 2" FM
AT SABBATH HOME RD.
3000 PSI CONC.
6.
YP)T ANTI -FLOAT RING
m
NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
FEES AND INSTALLATION REQUIREMENTS WITH
BRUNSWICK CO. PERSONNEL
':*'• I i 7:IIs] N X*"Sol
! (*I
CENTERLINE OF METER
SERVICE LINE TO BE
A MINIMUM OF 29" BELOW
CURB GRADE.
WI \22
v.,, CURB
1' CPS POLY TUBING
200 PSI STIR 8 SERVICE LINE
WATER MAIN FORD F1000 CORP. STOP
FORD S70-604
SERVICE SADDLE
PROPERTY TINE
0
1
N
WATER METER
L- /57 WASHED STONE
AS REQUIRED
BLOCK SUPPORT OR
NOTE: STONE AS NEEDED
1) CONTRACTOR SHALL PUCE METER BOX IN NON -TRAFFIC AREA AT
LOCATION SPECIFIED BY BRUNSWICK COUNTY UTILITY DEPARTMENT
DETAIL - 1" INCH WATER SERVICE
NOT TO SCALE
T
GA. o
WIRESI L
M �
W
1 LL
STEEL POST
WIRE FABRIC
FILTER FABRIC
u T �
NOTES:
1. FENCE FABRIC SHALL BE A MIN. F 0 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.
TEMPORARY SILT FENCE
NTS
1
m
(NCHOR FABRIC SKIRT PUN
AS DIRECTED BY ENGINEER
• >moaN
m'b00i�um"c
rr Aar ,m •� .
an NrrrAm
acWNW
SECTION
WHEEL CHAR RAMP
TYPICAL SIDEWALK ANO
WFIEEL CweuR warp DEraL
PLASTIC METER BOX W/
TOP STAMPED "SEWER"
TOP 39.0
j•�1. �'' t�I1����i
V-6" x V-0" z .080 STD. ALUM.
HANDICAPPED PARKING SIGN SITE WORK NOTES
RESERVED TO READ "RESERVED PARKING"
WITH IDENTIFICATION OWD,PST SYMBOL, 0 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
BOLT TO NUTS,
POST W/ 3/8' CANDIUM CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
PARKING PLATED NUTS, BOLTS & WASHERS. 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
m TO x AD ' x .ACC STD ALUM. SIGN
TO READ "VAN ACCESSIBLE". � OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
BOLT TO WD. POST WITH 3/8• CANDIU o 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
PLATED NUTS, BOLTS & WASHERS VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
9' x AD " x MUM STD ALUM. SIGN MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
TO READ 'MAXIMUM PENALTY $250,
72' GS 20-3].6'. BOLT TO WD. POST 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
GDIMS WITH 3/8" CANDIUM PLATED REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS.
WHITE SYMBOL ON BLUE BACKGROUND FINISHED 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
BACKGROUND -WHITE PRESSURE TREATED 4'z4" POST, GRADE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
I-1/z'R( ) 1/2-R(TYP) 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
T MAXIMUM z 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
°I PENALTY Bp Pj LAµ /8•(TYP> III kill -III= o FILLTQUANTITIES HWORK NAND COMPLETE DMON. THE OINSTALLATION NTRACTOR HTO SPECIFIED GRADES.
ALL BE RESPONSIBLE FOR CUT AND
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
- III=III PROPERLY PERMITTED FACILITY AS REQUIRED.
N AN DJRDEq - GREEN LLEEGGEENDp AND BOROER - GREEN - =h- =
f<c�RouNOD -WHITE BACKGROUND -WHITE - 9 THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
CURB
PLAN
SECTION A - A APIFROi id x
ENERGY DISSIPATOR
NTS
SLIP X MIPT SCH. 40 PVC ADAPTER
2" SCH. 40 AND THREADED PVC CAP (TYP.)
FIPT X SLIP L=jH12" BRONZE GATE VALVE WITH MIPT X
PVC ADAPTER SLIP SCH. 40 PVC ADAPTERS (TYP.)
2" CAP
2" BRASS NIPPLE
2" UNION
2" 45' BEND
BLOCKING MIN. 2 WYE
BEARING AREA=1 FT. SQ.
�2" FORCEMAIN
2" CAP (END OF LINE)
OR CONTINOUS (IN -LINE)
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6T TFENCE DETAIL
2" FORCEMAIN CLEANOUT DETAIL
NTS
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
TYPICAL HANDICAPPED SIGN DETAIL
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
NTS
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION
NOTES:
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
1. SIDEWAL( THICKNESS SHALL BE 4' UNLESS NOTED OTHERWISE
APPROPRIATE PERSONNEL.
2. CONTRACTION JOINTS (CA) SPICE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO S' AT ORTEWAYS 11.
EXISTING SURVEYING PERFORMED BY TOMPKINS LAND SURVEYING, P.A.
4. THICKEN mOE1YALK TO e' IN LAST 31 WHERE IT ABUTS P0WEKENT
AND SUPPLIED BY THE OWNER.
WITH NO CURB.
5. 1/z• EXPN1510N JOWT EJ.) REWIRED AT 30' MAX. AT SIOEMHIC 12.
J NCIONS, ITT srROCTu AND AS NOTED W
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
SITE PUN.
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
8. PROVOC A DYER OF iS# S G. EFELT BETWEEN WALK AND IDJICENT
PARALLaLNG CURB OR
PRIOR TO INSTALLATION.
7. REINFORCE w/1a6-10/10 W.W.M. 13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
30' vex. SPACNG
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
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, UGHTS
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
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
PLAN BLDG.-STRUCTURE 18.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
1/e'1R TOOLED 1/4•.1' offs ./AN
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
JOINT 1/a•R TOOIID JaNT 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,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20.
2a�zm.
DUCTILE IRON SHALL BE CLASS 50.
21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 30DO PSI 0 28 DAYS - AIR ENTRAINED.
EXPANSION JWNT (E.J.) CONTRAC110N JOINT (CAL) 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
SIDEWALK
JOINT
DETAILS
PAID FOR BY THE CONTRACTOR.
23.
SEE GEOTECHNICAL REPORT NO. ____, DATED __, BY
NIS
FOR ADDITIONAL REQUIREMENTS.
CONSTRUCTION
1.
SEQUENCE
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
SFo-ITT= rill-'
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
_I
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
TYPICAL GRASS SWALE 4.
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 I F
DATE PRINTED
AUG 25201L
N RONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
CLEANED OUT AS STATED OR WHEN HALF FULL.
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
Y PE F era (� DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
e• Tee maWAYc (NGaan �f' FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
I aoAoeaEWaE 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF
_ e a "r'L. ACTIVFFY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS.
PAVEMENT SECTION TEMPORqm1NARY 9' MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
6• Nn 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
LATE WINTER & EARLY SPRING MAINTENANCE PLAN
TEMPORARY GRASSING DETAIL 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
SEEDING MIXTURE ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
RATE (b/acre) 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
Rye (grain) 120 TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
Annua Zpedeza (Kobe in THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
Piedmont
hill Mountains) plain' 50 THE. SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
Omit annual leepedera whan duration of temporary eovx Is not to extend ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
beyond Jane' 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK
SEEDING DATES: AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
Mountain. - Above 25W it: Feb. 15-May 15 WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
Below 2500 R: Feb. 1-May 1 BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
Piedmont - Jon' I -May I DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
Coastal Plain - Dec. I -Apr. 15 DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
SOIL AMENDMENTS SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
ONCE A WEEK AND AFTER EVERY RAIN EVENT.
Folios ro stone and 75 of .oil taste 0 apply z,OW R/acre yroarw agriwl- 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
tural limestone and 750 ID/xn 10-10-10 1erUlizer.
FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE
MULCH TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
ACTIVITY ASSOCIATED WITH A SWALE.
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTNG,
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
USED AS A MULCH ANCHORING TOOL THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST
BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH
MAINTENANCE FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD
Refertilire R Growth is not fully adequate. Reseed, referUize and mulch im- BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC
mediatey following erosion or osier damage. STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
TEMPORARY SUMMER GRASSING DETAIL OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
OR IS DAMAGED.
SEEDING MIXTURE 6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
SPECIES RATE (Ib/aera) BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN
cERMw MILLET 4D THE :SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME
IN THE PIEDMONT AND MOUNTAINS. A SMA L-STEMMED SUNWNWASS WY BE INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN
SUBSTUTED ITT" RATE OF 30 La/ACRE' DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE
SEEDING NOTES INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS
MOUNTAINS -MAY 15-ANC 15 BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
PIEDMONT - MAYOUOASTAIIL PLAN - M-R0. 11'5I-�x. 15 POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED
SOIL AMENDMENTS PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
FDJDw RECOMMENDATIONS OF SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND AGIRCUL- THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND
TNAL LIMESTONE AND 750 IB/ACRE 10-10-10 TERIIUZER. WILL BE KEPT CLEAN.
B. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING ` v
MULCH TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE (�
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKNG WITH ASPHALT, NETTING, VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL (JlJ
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRNGHT CAN BE OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
USED AS A MULCH ANCHORING TOO. 9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND
MAINTENANCE INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY. c
REfERTILQE IF GROWTH 5 NOT FULLY ADEQUATE. RESEED. RFFFHITUZE AND MULCH M- SPRING -SUMMER
MEDATELY FOLLOWING EROSION OR OTHER DAMAGE. FALL -WINTER PERMANENT GRASSING D
PERMANENT GRASSING DETAIL SEEDING MIXTURE
' RATE fb/ogre)
TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE PEA B*W R'"s S30
0
SEEDING MIXTURE + $(( RATE Ab/acrs) GERM° ANw BLET°GP o
SPECIES RATE (IbAtira) T L FMUEE PRbILENDSO OIL OR 20D TAL FESCUE 50
Rye (Grain) 120 RM (GRAIN) ) 25 SEEDING NOTES
SEEDING DATES 1. WERE A NEAT APPrARNICE IS DESMFD, OMIT SDRKG
SEEDING NOTES COME A°RESil. A INKY eE RRE� WON 5 e" %� R �-
JANLWTY - APRIL ECEM
NOUMANS - AUG. 15-DEC. 13 AUGUST - DECEIMER
COASTAL PLAN and PIEDMONT - AM. 15-DEC 30 SEEDING DATES
SOIL AMENDMENTS
ARIL 1 - DULY 13
SOIL AMENDMENTS APPLY AG AND AGRICULTURAL
ACCORDING TO 50L TESTS. OR APPLY 3.000-3,000 Ib/aw
GROUND AGRICULTURAL LAIESTONE USE THE LOWER RATE ON SATOY SONS) AND _
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL 1,o0O ro/acro lo-l0-10 SOIL AMENDMENTS .. $ ) :, ... --
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER N'RY LIME AD FFRIEPER ACWPONY-*704'SM, aIF-I!{PL1' S,o�
MULCH - GRaw AGRICILTNE MIESIOIE AM 500 IlV a4 10-10-10 FEmE!�112EA.
MULCH APPLY 4,DOo b «re DRAM STRON OR EDUMNENT COVER OF ANOTHER SUITABLE AIU I:., 2
APPLY 4,ODO LI3//ACRE STRAW. AJCHgR STRAW BY TICKING WAFT ASPHALT. NETTING. MU WITH A W ANCHORING BY TA KING WITH AS HALIT. � SET NAIL SIR BY CAN MULCH
CRIWIP-
OR A MULCH ANkHOONG TOOL A DSK wliH BLADES SET NEARLY SIWtlGHT CAN BE IN USED AS'A CHICHI HORING TO TOOL.
USED AS A MULCH ANCHORING TOOL
/ Y 4,00g W . GRAIN SMAWOR 04!W W COMER OF l
MACH ANCFIpI EW TMgO NTX z
MAINTENANCE MAINTENANCE WITH A MMGN ANCHGRWA 100E v-WV S SET MI mRAKA1T OWN BE
USED AS A MAaI ANCHORING TOOL
Repair and refartilize damepW areas immediately. TopOraee with 50 Ib/ocre FERTKIIE ALONG TO SOIL TESTS OR APPLY 40 b/aae NRROCON N JAMLVRY
of nitrogen A March. N R 6 neceewry to Ad temporary cover OR FEBRIA70', /0 R N SEPIEMBIX ND 40 Ib IN NOvEI FROM A 12-4-0, MAINTENANCE
June 15, overesed with 50 Ib/acre Kobe (PisdmoM ant C.
PMin 1S-". OR SIMILAR TURF FERTIVER. ACID FERTILIZER APPLICATIONS WRING
or Korean (Mountains) leepedeza In late February or early March. WARM WEATHER• A5 THIS INCREASES STAND LOSSES TO DISEASE. RESEED, FERTILIZE, RFFFFIE/g THE FOLUNI APRL TART 30 6//aen MROIEEL REPEAT AS GROWTH
AND MULCH DAMAGED AREAS MEMlELY. MOW TO A HEIGHT OF 2.5-3.5 NpffS ROGU HWr BE NDWED ONLY ONCE A YE.R WERE A NEAT EPIAS G B
AS NEEDED. OERRED, OMT SEPoCFA AND NOW AS OFTEN AS NEEDED.
REVISIONS
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ESSI
S E A L -
- 17374
GRE0' '
IIInnI"`
DATE 08-24-11
DESIGN PGT
DRAWN EJW
SHEET 4 OF 5
10045