SW6140602_APPROVED PLANS_20140618

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_LZ �110�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

//VF
� Q
F
SSMH
RIM-135.94'
INV IN (8")-128.19' (NW)
0 2 EBG q -40 \ . 13111*a INV9OUT (S")-128.07' (SE)
23• ,3,.�t tyg°3
DRAIN STRUCTUREnS
�F s W,TH 8" OPENINGS
ON WEST &SOUTH
16' ..� a-- Lgr... w SIDES
0.1' AG
3e:aa
137.44
LU
C'!iP �„e..9._., i34.13 '�' -,v_35.7§- - t35.,8 5 `^ •••. ,4 ri2,e^28
Br7, N,� •`
PO
t?Hp (Mg 24, PGRL/NE EASEMENT \ 1 35.47
tI" 137.t7 "-- OHP %�/ \ 1m!'2
CID TOWER \ N,
N 319384.4952E a3aso \ ` '� ti �•,�, \
1979268.4853 1E5.a9 \\\
�+►� OHP
Sal. 16'O6"E
341.84' 0Hp �` 3a 7
513
CP
DITCH
PORTION OF: \ \�6�41' \IZZIW4i3S24 = _ _ _ _ 129.2
13a.67 937199875770 \ \ 134.6772
(ROBESON COUNTY)
(DB 1699, PG 447)
137.97 96,228 SF \ 29 60- �O°OG 134.32
3a.64 2, 2.209 AC C"gr` �� 4� 4F S\ SSMH 13322
a \ �O� 0' \, S \ RIM-135.94'
A
\\ \ )o3 AC F"qS , INV IN (8")-126.76 (NW}
\ INV OUT (8-)-126.73' (S)
1 .35 \ \ 135 t9t56
v 35.ti5 \ \\ 134.72 GW 1 r
\ PP/l,P 135.34 1 9 i �� T9 G
CID
.36.15 135.42 i i'; �-." N .24 G P
G 69 EO . 5
137.79 #3 EIR „W- •'9 7
GW 0.2' AG 575.513 '� 4G .40 75
%W O J .56 .e5
N
139,11 PP/LP \ a' �- W �,.i''G f-= 3i
..a ST%?k'AG �rse:s% ' � ©\iGW
1 v 3a.a4 T.47 G .90 • i 33 7
.. •--- 50
�a7 -r;
-�` RIM-136.56'
p EOP 37.@9� ,y .ta jm� Y312 1 INV IN (8")-125.72' (N)
5,54.4�W y,-^'"" 7.3o i� - . ess . INV IN (12")-125.69' (W}
G .;y 34 137.3s SMNPPILP s DtTGWi - / / INV OUT (12-)-125.63' (E)
/ W tm 73
N 319077.2662E�,.y;lP 1
z r 1979340.6571 .•/ WPC
F7° ��- nF E® 137, 136.s6A OPTIC
(12")-130.10' CP
,NV OUT 2")-130.07` (SE G 34,za
1 e .-•C 3.�YTT
�1NEi g5' ` / W 7i.23 G i 3�§5V� x 7AAa\555.oz �FOi`� 60X SSMH
NCDOT R/W DISK (S\E 139. sy,,,.�--A�-"'ter/ FIBER �� 1 _'1E� RIM-137.18'
0.3' BG 4-7" / f _,...��q, _ ' ,�'s1 OPTIC g' Z INV IN 8"-131.43' S
s7 ' 4 i 'W�POST \ 13aias 1' m , INV IN'12")-126.56 (W)
PP/LP GW W G / �' / � \ INV OUT (12")-126.49' (E)
S _.9��
ST G., .34 .72
- RIVE � 7:37�
m o S�,PtNG Y 7 j o POgLIC R
o
NC NW s ,.1,> -89
6 E EMN ���g.v SSMH
RIM-138.54'
INV IN (12")-129.04' (NW)
INV IN (12")-127.61' (W)
INV OUT (12")-127.43' (E)
VICINITY MAP N.T.S. (±)
TOPOGRAPHICAL AND BASE SURVEY INFORMATION OBTAINED FROM M.AP. S.
SURVEYING, INC. THIS INFORMATION WAS ORIGINALLY ISSUED AND SEALED
BY MICHAEL J. ADAMS; NORTH CAROLINA PROFESSIONAL LAND SURVEYOR
SEAL: L-4491, ON JUNE S, 2012.
LEGEND
SYMBOL DEL
PROJECT PROPERTY LINE -/
EXISTING CONTOUR -/
$$ EXISTING SANITARY SEWER AND MANHOLE -/
EXISTING LIGHT POLE -/
EXISTING WATERLINE -/-
EXISTING GAS -/-
18 Y
N
SCALE: V= 30'
0 15 30 60
EYP/B J A C
Architecture & Engineering
811 West Hargett Street
Raleigh, NC 27603
....o .STD e
W : SEAL F :.t"
J
:Zo C-103 �a •:�
Land Planning
[Andsrape Architecture
Civil Engineering
Urban Design
150 Fayetteville Street
Suite 950
Raleigh. North Carolina 27601
Tel [phone]
Fax [phone]
www.cotejemteststone.tam
SCO I D#: 07-07054-021
EAST CAROLINA
UNIVERSITY
SCHOOL OF DENTAL
MEDICINE
COMMUNITY SERVICE
LEARNING CENTER #7
LUMBERTON
LUMBERTON, NC
PROJECT NUMBER 7572-10
DRAWN BY _
CHECKED BY
ISSUE DATE 07/10/13
REVISIONS
MARK DATE DESCRIPTION
00 Nor SCALE DRAWINGS
SHEET TITLE
EXISTING CONDITIONS
a SHEET NUMBER
a
C101
m
0

ZONING CODE SUMMARY
PROJECT NAME: ECU SCHOOL OF DENTAL MEDICINE — COMMUNITY SERVICE LEARNING CENTER #7
PIN: 937199875770 JURISDICTION: CITY OF LUMBERTON
ADDRESS: INTERSECTION OF PINE CREST CIRCLE AND STORIES: 1
COUNTRY CLUB DRIVE (NC HWY 711) GROSS FLOOR AREA: 7,848 SF
OWNER: NUMBER OF UNITS/SUITES: 1
STATE OF NORTH CAROLINA
116 W. JONES STREET
IMPERVIOUS COVERAGE:
\
RALEIGH, NC 27699
CURRENT
PLAN
PROPOSED FUTURE ADDITION
919.807.2425
BUILDING:
7,848
SF
3,500 SF
\
PAVEMENT:
21,414
SF
8,800 SF
APPLICANT:
SIDEWALKS:
2,243
SF
100 SF
/\
EAST CAROLINA UNIVERSITY
TOTAL
31,505
SF
12.400 SF
1001 E. FOURTH STREET
9" COVERAGE:
32.74%
45.63%
GREENVILLE, NC 27858
252.328.6858
/
DESIGNER:
& STONE, PA.
PARKING DATA:
REQUIRED: (1 SPACES / 150 SQUARE FEET)
4
hlv ;NCOLEJENEST
/
q h
150 FAYETTEMLLE ST., STE 950
1`7 800
SF) /
(150
SPACE/SF) = 52 SPACES
VERTICAL
SCALE: 1"=2'
0 1 2
HORIZONTAL
SCALE: 1 "=20'
0 10 20 4
RALEIGH, NC 27607
919.719.1800 PROVIDED: 52 SPACES
ZONING: B3 HANDICAP SPACES: 3 SPACES Q �O. SSMH
PROPOSED USE: DENTAL CLINIC O� 0 RIM—i35.94'
BUILDING HEIGHT: 25' INV IN (8")-128,19° (NW)
BUILDING COVERAGE: 7,848 SF O
LOT SIZE: 2.209 ACRES ti INV OUT (8")-128.07 (SE)
YARD REQUIREMENTS: \ SVFffF V /
SETBACK (FRONT): 30'
SETBACK SIDE: 10' SSg.
SETBACK REAR: 10' ?29,
F
REQUIRED BUFFERS: TO BE DETERMINED 6�_ \
1" EIP \
w 0.1' AG
(BENT) \
OypF 6D' CPBK POWERL/NE EASE'NE-NT \
N & 24 PG f0J \
— _ �, \
CID TOWER \ (4) BOLLARDS
(2) AT EACH DUMPSTER
N 319384.4952 E 6" NO. 5 WASHED SEE DETAIL 9/C701
1979268.4-853 STONE INFILL AT _
EQUIPMENT PAD SURROUND WOODEN
ENCE
S81_16'06'E PROPOSED TRANSFORMER SEE DETAIL 12/C701 \ _
SMXCK �� __ 34 -- REFER TO ELECTRICAL _
0 �� 4 DUMPSTER PAD \
PLAN FOR PAD W/ HEAVY DUTY CONCRETE; _
— SPECIFICATION SEE DETAIL 4/C701
TIE LINE FROM PROPERTY _ _NOSE
CORNER TO BUILDING COLUMN A-1 CURB A� DUMPSTER p/p
�c ,A9
-� A.CP PAD, TYP.
OHP
POSSIBLE FUTURE CONNECTION
TO ADJACENT PARCEL
FUN10Ex 5D
35p0SW
37.87'
1 (1V)-130J0'
INV CUT 12")-130,07' (SE)
JCDOT R/W DISK
13' BG
CAE"LINE)
Ep SERVE R
OpOS N'CE
P PRF IEG4 j
PP/LP
CP ✓'
CENTERLINE r
6IiIt,-MK—SKIP LINE
08
70• 1 SS9• 1 ' � / \ p
Y / y DITCH
/ , \ '
i 26 _
1'-6" CURB \ _
AND GUTTER, TYP.
.
LIGHT DUTY ASPHALT \ �c , 9�, %��'4'�n \ SSMH
IN PARKING BAYS, TYP. RiM-135.94'
INV IN (8")-126.76' (NW)
INV OUT (8")-126.73' (S)
O
HEAVY DUTY PROPOSED 20' \ \\ \ PAVEMENTWIDEWING FOR \ S755ak(nyF,j�
ANDBAR ASPHALT PAVEMENT, TYP. PUBLIC EASEMENT
AND \ NEW RIGHT TURN LANE
\ SEE DETAIL 7/C705 FOR TO BE DEDICATED 20,00' TYPICAL CROSS SECTION GW
�.. R• 9 5'
EYP/B J A C
Architecture & Engineering
811 West Hargett Street
Raleigh, NC 27603
VICINITY MAP UT.S. (±�
TOPOGRAPHICAL AND BASE SURVEY INFORMATION OBTAINED FROM M.AP.S.
SURVEYING, INC. THIS INFORMATION WAS ORIGINALLY ISSUED AND SEALED
BY MICHAEL J. ADAMS; NORTH CAROLINA PROFESSIONAL LAND SURVEYOR
SEAL: L-4491, ON JUNE 8, 2012.
LEGEND
SYMBOL DETAIL
PROPOSED SIDEWALK 8/C701
r& ST
PROPOSED ACCESSIBLE RAMP 7/C701 0 �2 SEAL r :
L j : SEAL
J : lr1�61
C 103
ll J '• cnc ` ����
C7ti PROPOSED ACCESSIBLE VAN SPACE —/—
VAN land Planning
Iandzupe Architecture
CAR 44,Civil Engineering
PROPOSED ACCESSIBLE SIGN 13/C701 •�O:' ESS/ < '_
Ze'�F 0'Y9 /y 150 Fayetteville Slat
Q L r . _ suite 950
p leigh, North Catalina 27601
PROPOSED STOP SIGN { t Te1919.719. 1800
S ` SEE NOTE t7 BELOW —/— �� ' FVG I NEF� ' j�Z w .cowemtstonerom
ODD IF \DVS'
��annu��a� 07/10/13
HEAVY DUTY CONCRETE 4/C701
HEAVY DUTY BITUMINOUS CONCRETE 1B/C701 SCO ID#: 07-07054-021
LIGHT DUTY BITUMINOUS CONCRETE 1A/C701
PROPOSED V-6" CURB & GUTTER 3/C701
TO "°°DT PP/LP STAKING AND MATERIALS PLAN NOTES
TRANSITION ,\ DITc}+
1'—g -C� 1. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
....` AT RIGHT OF WAY, TYP.30% ARROW, CP UGN BARK 0 2. ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED.
} , WRITE 3. CONTRACTOR SHALL ESTABLISH AND VERIFY POINT OF BEGINNING
LANE / 143 ^• '" (P.O.B. AND STAKE SITE AS INDICATED ON CONSTRUCTION DOCUMENTS
N14'01'43"W I LINE E1� � FR PRIOR TO COMMENCEMENT OF CONSTRUCTION. NOTIFY COLEJENEST &
x 11.71' 3�R' ( 12(1 S STONE, P.A. IMMEDIATELY OF ANY DISCREPANCIES.
PP W
,2 ® ' 0.2' AG 515_58 4f 4. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING, OR
® r.
SE DOWN
CURB OAT RIGHT
������--�-'''' �• /� OF WAY, TYP.
ACCESSIBLE
RAMP; SEE
DETAIL 7/C701 PROPOSED SIGN BY OTHERS;
CONTRACTOR TO INSTALL
ELECTRICAL SERVICE PER ELECTRICAL PLAN.
STOP SIGN —
' AND BAR
361 50
S155441"W DOUBLE YELLOW
A "® CENTERLINE
>�f _
m N� HWY so''
E EMN
' SSMH
RI
RtM-138.54`
INV IN (12")-129.04' (NW)
INV IN (12")-127.61' (W)
INV OUT (12")-127.43' (E)
1
R: 30.0'
SMN
NO_ 0��-7A
FIBER
OPTIC•
T
SOLID WHITE
POS
LANE LINE
LEFT TURN ARROW, TYP. 1,
- REMOVE EXISTING CROSS HATCH
STRIPING AND RE —STRIPE EXISTING
PAVEMENT FOR NEW LEFT —TURN LANE
t
Dt1GN \
S
naER
PROPOSED DRIVEWAY 1
OPTIC
POST,
CABLE.
!
B Oy
SSMH
q ,Ptai`
RIM-137AW
Z
,
INV IN (8")-131.43' (S)
o
INV IN (12")-126.56' (W)
1
INV OUT (12-)-126.49' (E)
cm
m �
1E
C7
Tn
a
ARROW, TYP. ' I +-A
REMOVE DOUBLE YELLOW
STRIPING AND RE —STRIPE
FOR DEDICATED LEFT TURN LANE
CENTERLINE UNLESS OTHERWISE NOTED.
WHITE MINI —SKIP, INE
5. ALL DETAILS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH
EOP SS SPECIFICATIONS AND CONSTRUCTION DOCUMENTS.
D\TCH 6. ALL RADII SHALL BE 3'-6" (B.O.C.) UNLESS OTHERWISE NOTED.
7. STOP SIGNS SHALL BE R1-1 30"x30".
i 8. ALL PAVEMENT MARKINGS WITHIN THE NCDOT RIGHT—OF—WAY SHALL BE
THERMOPLASTIC. ALL PAVEMENT MARKINGS WITHIN ONSITE PARKING
i SSMH AREA SHALL BE LATEX PAINT. REFER TO SPECIFICATIONS.
RIM-136.56'
INV IN (8")-125J2' (N) 9. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AT COUNTRY CLUB
INV IN (12")-12&69' (W) DRIVE PER NCDOT STANDARDS.
INV OUT (12")-125.63' (E)
FLOODPLAIN NOTE
NO WATERCOURSE OR 100 YEAR FLOODPLAIN AS MAPPED BY F.E.M.A. OR AS
DEFINED BY ANY FEDERAL, STATE, OR LOCAL AUTHORITY IS LOCATED ON THIS
PROPERTY (PER FEMA MAP PANEL NO. 3710938100J, DATED JANUARY 19, 2005).
TRAFFIC CONTROL SIGNS
0 STOP 30 X30"
N
SCALE: 1"= 30'
0 15 30 60
EAST CAROLINA
UNIVERSITY
SCHOOL OF DENTAL
MEDICINE
COMMUNITY SERVICE
LEARNING CENTER #7
LUMBERTON
LUMBERTON, NC
PROJECT NUMBER 7572-10
DRAWN BY
CHECKED BY _
ISSUE DATE 07/10/13
REVISIONS
MARK DATE DESCRIPTION
DO NOT SCALE DRAWINGS
SHEET TITLE
STAKING AND
MATERIALS PLAN
SHEET NUMBER
a
C201m

QeA
\ \ \ /�N b° / O\ SSMH
6 Q0/
RIM-135.94'
#4 EIR
0BG ���•4/,tq \ �\ INV IN (Sp-i28.19' (NW)
.2' sr6, cF \ fsiLta \ INV9IOUT (8")--128.07' (SE)
\ pCFgS,��
F a7 (�13s.9d DRAIN STRUCTURES
/ (TF WITH 8" OPENINGS
</yFJ /s! . ON WEST & SOU 1H
� \
SIDES a
r �t
�� �\.• S
13d., 2
N
," \
N \ 151�id.d2 ..13&33 737H,
53d.P9
<,3&3d 136.54 ^'``yam`\\• .�i
135.35{.12c 28
VICINITY MAP N.T.S. (±�
TOPOGRAPHICAL AND BASE SURVEY INFORMATION OBTAINED FROM M.AP.S.
SURVEYING, INC. THIS INFORMATION WAS ORIGINALLY ISSUED AND SEALED
BY MICHAEL J. ADAMS; NORTH CAROLINA PROFESSIONAL LAND SURVEYOR
SEAL: L-4491, ON JUNE 8, 2012-
EYP/B1AC
Architecture & Engineering
811 West Hargett Street
Raleigh, NC 27603
�P 3s.7, 60' CP&L POWERL/ \ a.0 s a ' \ i LEGEND
-.n (6 24, PG 1NOE EASEMENT 35.4� 3s s rS SYMBOL DETAIL
OHP 137-17 \ q
CP TOWER
N 319384.4952E �_. ,35.50 SILT FENCE 1/C702
1979268:4853 \\ �• '�- u`_
35.89
ss11s'os' o4a ��p�UyG
E \ - ` ~ \ 0 0 STABILIZED CONSTRUCTION �F'Sj••&'ST
341, 0HF
84' \'.•^± .y - 4/C702 Q��v�'oRPaRAr �'G
/ \'� `..;, �. O Q ENTRANCE �:
.� PROPOSED ` \ UnR 70 w
DITCH A; SEE OHi�o�+ `S ` t35.29 � Z SEAL
C 103 c: �
DETAIL 3/C704: \�- - ��� f3:9.75 ` �) rHCAaa\?` �\
INSTALL EROSION CONTROL
Raw �� �'' CP MATTING IMMEDIATELY 3ds4 s
--.�.�•4 � � DENUDED LIMITS
ROCK CHECK UPON DITCH INSTALLATION
/ '::�1'7D'ENUDED LIMITS DAM, TYP.7 _ _ _ �d� ' - - Lard Planning
_ _
AREA = 2.329 ACRES / 1 _ _ e ` - - _ `�� n
TEMPORARY s35.53 5.t3 / _ - - -- -- ` _ - `� ��`,ttY\ 1 CAR ej�i C&a.LandsD n r �itettwe
DIVERSION DITCH, TYP. S ' �� f / `-`�P ROCK CHECK Jp ( �'i, U ban Desgn
_ � ! �^ -. ... K DAM 13/C702 �`` pe,J'•
,19 F / / /r - Ilk" SS, �'�' - UfTCFT 13Q.38 -•� � 2;°�OF 04.y ° y �� t 50 eayetteville Sweet
35s7 1 _ e a L < . = suite vso
�j352a 1 - e ` 2lAS� s _ xaleigh, North Carolina 27601
PORTION OF: SKIMMER DEVICE, Tel [phone]
STAGE 1 DRAINAGE 937199875770 / ri SEE DETAIL 5 C704 ` F : Faz919.719.18t9
AREA TO SKIMMER BASIN #1 13&67 / t34.87 72 y •'' �`
AREA = 1.888 ACRES ( ) / / / , t, TIE SKIMMER OUTLET _ . DDNF wWw.wlejeneststane.com
ROBESON COUNTY �\ \ / / � , � � _ '.,,� O"••••••' 5`��.
DB 1699, PG 447 , OUTLET PIPE
B' PROPOSED STORM DRAINAGE -/- t`Z` .`
,x 137,97 96,228 SF 131L / , , 60, � 134.32 ';. uuuw±t 07/10/13
3d.ea Z , 2.209 AC Il %--7 \ iG��1'S SSMH 1319a
yamHARDWARE CLOTH AND
SKIMMER BASIN 1 , -, O'S A RW-1135.94` GRAVEL INLET PROTECTION
SEE DETAIL 12/C704 1 �js A`rF INV IN (8`)-126.76' (NW) 7/C702
c '9SF \ INV OUT (8-)-126.73' (S)
3�� �FtiO L1NE� SCO I D#: 07-07054-021
9 -� 3'Sv \ t3a.do (TIE
K 1"d•i0 135.29 1 I �\ i•-•-' \\ \ 57y5a49'W ® CATCH BASIN INLET PROTECTION
\ -/-
81
` ±35.8540
(� 134.72 GIN j 9:
138.35 , ` 13&3a I PP/LP 79 / DIVERSION DITCH
/ I 1 =6�-•0 C9 rTT1
(GROUND COVER MUST BE INSTALLED -/-
CP G �C1� WITHIN 7 DAYS OF LAND DISTURBING)
13&66 - a38.15 / / 13s.a2 ' / i'' �. N .24 G * .
20' x 50' CONSTRUCTION / A3 4-7 - •� / 000 REFER TO SHEET C302 FOR MAINTENANCE NOTES. '
137.51 ENTRANCE; SEE DETAIL 4/C702 OO O00 f X�* / 1
37.79 00
00O,3.8 �v"i/
,GQ� ,�.� TEMPORARY SEEDING SPECIFICATIONS EAST CAROLINA •
000 0 \i" o. ' �4 . G
INSTALL PERMANENT O O / �'J / 3:1 SLOPES OR FLATTER: UNIVERSITY
15" ROADWAY CULVERT 0090 O 1 i /`- i 134i.w' I N dg APPLY AGRICULTURAL LIME AT THE RATE OF 90 LBS/1000 S.F.
139:,, �c FROM FES-1A TO FES-2A 00 8s W /G
OOOlee � ' SEE DPROPETAIL DITCH/C7 4 / " APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1000 S.F.
ty INSTALL EROSION CONTROL - _ SCHOOL OF DENTAL
SILT FENCE, TYP. /''W-- / MATTING IMMEDIATELY UPON ',� D1ZCN - SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES:
-� aI DITCH INSTALLATION / - MEDICINE
138.84 W / G` +� •90 �•-'"'�. �"�'7 t3_177. � %' DATE: TYPE: PLANTING RATE:
_01G' � _� �t • ..•�ii AUG. 15 - NOV. 1 TALL FESCUE 300 LBS/AC OR 7 LBS/1000 S.F.
_ �' "" { ;.a9 149 0 1 MH NOV. 1 - MAR. 1 * TALL FESCUE AND 300 LBS/AC OR 7 LBS/1000 S.F. G ' COMMUNITY SERVICE
\\ ter^` RIM-136.56' ABRUZZI RYE 25 LBS/AC OR 1/2 LB/1000 S.F.
50 9-1.�-"� �� �ry3`� i83;9i,.• t d. .85 INV IN (8")-125.72' (N) MAR. 1 - APR. 15 TALL FESCUE 300 LBS/AC OR 7 LBS/1000 S.F.
,�„� `9sr _ ,3 INV IN (12-)-125.69' (w) APR. 15 -JUL 30 MULLED COMMON LEARNING CENTER #7
BERMUDA GRASS 30 LBS AC OR 1/2 LB l000 S.F. LUMBERTON
x ' /-,,,,..-yr� - ,37.3ti ,37.39 SMN b / "�. -� INV OUT (12')-125.63' (E) JUL. 15 - AUG. 15 TALL FESCUE AND 300 LBS AC OR 7 LBS/1000 S.F.
�' iW G -t 1 cry ." / 04Ti i / /
'K � �'.±37,$0 8a' / ®!->.-- I � BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S.F.
�% ..•�'"��• !}� G , , . 137.43 - /_ a OR SORGHUM SUDAN
` �i ✓�•/xi W 1�_W / i37.57 ,1� �5'-i i -�'' HYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F. /•�
N 319077.2662 E/x'/' - / , , ,,,../ 18* fC , ± MULCH WITH STRAW APPLIED AT THE RATE OF 75-1000 LBS/1000 S.F. LUMBERTON, NC -
37.87' 1979340.6571 i /'W /,-�� � 77 137A5 R
(12")-13010' GBH 00 / W / G r , , EOP .� 37 3d,sy U OPTIC HEAVILY MULCHED DURING JANUARY - MARCH PERIOD.
INV OUT 12"p-130,07(SE) !-
57
LINE, g5 / Wi G o cgs �i
JCDOT R/W DISK (11E 139- dL
).3' BG 57 A 4,,W
PP/LP GW / W G
91
ST G• / G / 3a ` r 7/ r /'
,37,78 n 13&3C1 LUl DRIVE 737 /
w TR
71 1 / �0UNlc RAW
CONSTRUCTION SEQUENCE
CONTRACTOR SHALL:
1. OBTAIN GRADING PERMIT FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES.
2. SET UP AN ON -SITE PRECONSTRUCTION CONFERENCE WITH INSPECTOR TO DISCUSS
EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS
PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY IS A VIOLATION AND
IS SUBJECT TO A FINE.
3. INSTALL SILT FENCE, CONSTRUCTION ENTRANCE, SEDIMENT BASIN 1, QUTFALL DITCH
A AND DIVERSION DITCHES AS SHOWN ON STAGE 1 PLAN.
4. INSTALL PERMANENT STORM DRAINAGE FROM FES-IA TO FES-2A AT CONSTRUCTION
ENTRANCE WITH PERMANENT DITCH B. IMMEDIATELY STABILIZE DITCH FOR CLEAN
WATER DIVERSION.
5. CALL FOR AN ON -SITE INSPECTION. WHEN APPROVED, BEGIN DEMOLITION, CLEARING,
AND GRADING.
6. CONSTRUCT STORM DRAINAGE PIPE AND STRUCTURES AND PLACE STONE INLET
SEDIMENT TRAPS AS NEW STRUCTURES ARE INSTALLED.
7. PROVIDE OUTFALL OF STORM DRAIN PIPES TO SEDIMENT BASIN PER STAGE 2 PLAN.
B. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
9. CONVERT SEDIMENT BASIN TO CONSTRUCTED STORMWATER WETLANDS ONCE ALL
UPSTREAM AREAS HAVE BEEN STABILIZED,
10. PLANT/STABILIZE REMAINDER OF SITE WITH PERMANENT VEGETATION PER THE
LANDSCAPE PLAN.
11. REQUEST ON -SITE INSPECTION.
12. REMOVE ALL EROSION CONTROL DEVICES UPON APPROVAL OF THE EROSION
CONTROL INSPECTOR AND STABILIZE DISTURBED AREAS.
EROSION CONTROL NOTES
34,9a t .S3S.70i I 229-•
°� G
FIBER 30
2
\3fi ��•�l.Fc9�� % BOX
OP CS.
i' Z r♦
POST
f+ C C*1
7J �%
n
SSMH
RIM-137.18'
INV IN (8")-131„43' (S)
INV IN (12")-126.56' (W)
INV OUT (12")-126.49` (E)
1. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT ACCORDANCE WITH LOCAL 11. ALL PERIMETER DYKES, SWALES, DITCHES, AND PERIMETER SLOPES STEEPER THAN
AND/OR STATE STANDARDS. 3:1 SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE, BUT IN ANY EVENT, WITHIN 7 CALENDAR DAYS
2. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION FROM THE LAST LAND -DISTURBING ACTIVITY. ALL OTHER DIS'URBED AREAS SHALL
CONTROL DEVICES AND STRUCTURES TO MINIMIZE SEDIMENTATION. THE BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH INSPECTOR SO THAT PERIODIC SOON AS PRACTICABLE, BUT IN ANY EVENT, WITHIN 14 CALENDAR DAYS FROM THE
INSPECTIONS CAN BE CONDUCTED AT APPROPRIATE STAGES OF CONSTRUCTION. LAST LAND DISTURBING ACTIVITY.
3. ALL EROSION CONTROL DEVICES SHALL BE INSPECTED DAILY AND ANY REQUIRED
REPAIRS SHALL BE COMPLETED WITHIN 24 HOURS.
4. THE TOTA_ DENUDED AREA IS 2.329 ACRES.
5. THE TOTAL SITE ACREAGE IS 2.209 ACRES.
6. THE SOIL CLASSIFICATION IS WoB & NoA (Wagram Loamy Sand & Norfolk Loamy
Sand).
7. FINAL LOCATION OF SILT FENCE, DIVERSION DITCHES, ETC. SHALL BE ADJUSTED IN
THE FIELD BY CONTRACTOR BASED ON SITE CONDITIONS AND INSPECTOR'S
RECOMMENDATIONS.
8. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED DUE TO FIELD
CONDITIONS OR AS DIRECTED BY THE INSPECTOR.
9. THE SITE SHALL BE GRADED DURING CONSTRUCTION TO ALLOW ALL STORM WATER
TO DRAIN TO EROSION CONTROL DEVICES.
10. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS
NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
SEQUENCE INDICATED ON THE CONSTRUCTION DOCUMENTS.
SLOPES GREATER THAN 3:1
APPLY AGRICULTURAL LIME AT A RATE OF 90 LBS/1000 S.F.
APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1000 S.F.
PROJECT NUMBER 7572-10
SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES:
DRAWN BY _
DATE: TYPE: PLANTING RATE:
CHECKED BY
MAR. - JUN. 1 SERICEA LESPEDEZA 50 LBS/AC OR 1 1/2 LBS/1000 S.F.
(SCARIFIED) AND
ISSUE DATE 07/10/13
MAR. - APR. 1 ADD TALL FESCUE 150 LBS/AC OR 3 1/2 LBS/1000 S.F
REVISIONS
JUN- - SEPT. 1*** TALL FESCUE AND 60 LBS/AC OR 1 1/2 LBS/1000 S.F.
MARK DATE DESCRIPTION
BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S.F.
OR SORGHUM SUDAN
HYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F.
SEPT. - MAR. 1 SERICEA LESPEDEZA 70 LBS/AC OR 1 3/4 LBS/1000 S.F.
(UNHULLED - UNSCARIFIED)
TALL FESCUE 150 LBS/AC OR 3 1/2 LBS/1000 &F
MILLET OR SUDAN 20 LBS/AC OR 1/2 LB/1000 S.F.
MULCH WITH 6" STRAW APPLIED AT THE RATE OF 60-70 LBS/1000 S.F. AND ANCHOR
WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14-28 GAL/1000 S.F.
OR 800-1200 GAL/AC.
ION MUST TEMPORARY. RESEED SEPT. 1 AT RECOMMENDED RATES.
0ILITY p°'ldr
ROT�,py
o
W Z $
¢ Z y m
-y
BBPORH YOU DIOI
CONTACT ONE -CALL CSNffit
1-800-632-4949
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
P. OR AS AMENDED.
N
SCALE: 1"= 30'
0 15 30 60
DO NOT SCALE DRAWINGS
SHEET TITLE
EROSION CONTROL
STAGE 1 PLAN
a SHEET NUMBER
a
g C301
m

\
h
\ Q SSMH
R
6p,
\ p � !M-135.94'
INV IN 8
0 2EIR
BG � A/3� INV $OUT (8")- Ni28.07'(SE)
� teas
\S3y .r
(
\ 'F 47 `�1315.96
DRAIN STRUCTURE -012
�nF 4p °i5�it5 tt1TH 8" OPENINGS
ON WEST & SOUTH
�76, y`S1DEs
A51
W 0.1.AG
..s3c.as
137:44
13S.sti9`i;2
. \ e3fi.3P 1�.5+ L ."` _'
13&13 �� - 135.79 - 535.19 \
.� �.
,3&D5
,36� zaaa �� \
24 .71 60' P
CP&L
OWERII
Liz
%!9 24, PG 1 p) EASEMENT \ 136.47 \ s S
CP
A
70Yv'ER}
N 319384.4952E\, i35.50
1979266.4853 CtHP
S81'16'06-E
1:56, 3 \ 101, _ _"�� 341.84' Owa4.70
-6-
rf3 DITCH -- -
1 s
SKIMMER DEVICE t29 `.2 g
SEE DETAIL 5/C704
434 g7
TIE SKIMMER OUTLET '
TO PERMANENT 60
OUTLET PIPE .
,34,32
SSMH 133.92
OMB FSs S \ RIM-135.94'
!INV IN (8-)-126.76' (NW)
j
pAS C 4SE. \ \ INV OUT (8-)-126.73' (S)
AC S3J .f��N\ �,
\ t34.99 (,"E o
`\ 134.72
INLET
PROTECTION, TYP.
SILT FENCE, TYP.
1, X' 4� •�
G
N 319077.2662 E
1\
1979340.6571
3(127' woo'�• � i!J6 g.7 oa �O
(1^}--,130,10'
!NV OUT 12")-130.07' (SE)
`0}tii W isG , i
,ICDOT R/W DISK (OE uNEi 139.95' W' t3r.63. �� 5 i
13'BG
5T34
. . -
-46U�U B
4 4 ,35.95 �
rn o \�. 74 S't13'P,R'v Wy 0, P�eLI R/_
as NC N �r9
.3ILP -. 53waB
6 E EMN
i 137:50
'/ SSMH
RIM-138.54'
i INV IN (12')-129.04' (NW)
INV IN (12-)-127.61' (W)
INV OUT (12-)®127.43' (E)
a�
37.E
s t37.36
13739 SMN
� t37.4C
RPC
r m PM,.i NO -
NallLa1
FIBER 36ar -O LE p.a�2f g0
OPUC \ jtZ f♦
POST ,3r.s5\j ,3ap
v 70
C CT1
m-
A n
C)
m
SSMH
RIM-137.18'
INV IN (8-)-131.43' (S)
INV IN (12-)-126.56' (W)
INV OUT (12-)-126.49' (E)
TM72
t3a.e2
• � �..�538.05 y" ' I
i SSMH
RIM-136.56'
INV IN (8-)-125.72' (N)
INV IN (12-)-125.69' (W)
INV OUT (12-)-125.63' (E)
\OIA MUST
�o RorF�
o (� 1kO
ao zm
z �
14W-6xllr-.,9,9
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
P. OR AS AMENDED.
VICINITY MAP N.T.S. (±�
TOPOGRAPHICAL AND BASE SURVEY INFORMATION OBTAINED FROM M.AP.S.
SURVEYING, INC. THIS INFORMATION WAS ORIGINALLY ISSUED AND SEALED
BY MICHAEL J. ADAMS; NORTH CAROLINA PROFESSIONAL LAND SURVEYOR
SEAL: L-4491, ON JUNE 8, 2012.
LEGEND
SYMBOL DETAIL
■-•- SILT FENCE 1/C702
0 C-) STABILIZED CONSTRUCTION 4 C702
Q Q ENTRANCE /
DENUDED LIMITS -/-
ROCK CHECK DAM 13/C702
PROPOSED STORM DRAINAGE -/-
HARDWARE CLOTH AND 7/C702
GRAVEL INLET PROTECTION
® CATCH BASIN INLET PROTECTION -/-
DIVERSION DITCH
(GROUND COVER MUST BE INSTALLED -/-
WITHIN 7 DAYS OF LAND DISTURBING)
* REFER TO SHEET 0301 FOR
EROSION CONTROL NOTES
AND CONSTRUCTION SEQUENCE.
1)_ G�ota]ad�StabT&zatiea*
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exceptions
• Perimeter dikes,
swales, ditches
7 days
None
and slopes
• fgh Quality
Water (HQW)
7 days
None
Zones
If slopes are 10' or
• Slopes steeper
7 days
y
less in length and are
than 3:1
not steeper than 2: 1,
14 days are allowed.
• Slopes 3:1 or
7-days for slopes
flatter
14 days
greater than 50 feet
in length
• All other areas
None
(except for
'
with slopes flatter
14 days
perimeters and
than 4:1
H W Zones
* "Extensions of time may be approved by the permitting authority
based on weather or other site -specific conditions that make compliance
impracticable." (Section H.B(2)(b))
N
SCALE: 1 "= 30'
0 15 30 60
Architecture & Engineering
811 West Hargett Street
Raleigh, NC 27603
I S�' &OR
'STE
W i �o SEAL T�� O
J : C-1
-103 .
�G� f !CpCp
►v �' CAl>d;•' Ji�
Land Planning
j4q,ulUg11Landstape Architecture
CAR
` 1-'Civil Engineering
N o��.
..,• � i, Urban Design
I
=p of EC ,
S /Oyp s 150 Fayetteville Street
Q r = Suite 950
Raleigh.Nnrth Carolina 27601
- Tel [phone]
F`N jQ, •e q7 �r Fax [phone]
G I NE ; : �<v J� uww.wleje�ststane.cam
2�'��euw nu+44�07/10/13
SCO I D#: 07-07054-021
EAST CAROLINA
UNIVERSITY
SCHOOL OF DENTAL
MEDICINE
COMMUNITY SERVICE
LEARNING CENTER #7
LUMBERTON
LUMBERTON, NC
PROJECT NUMBER 7572-10
DRAWN BY _
CHECKED BY
ISSUE DATE 07/10/13
REVISIONS
MARK DATE DESCRIPTION
DO NOT SCALE DRAWINGS
SHEET TITLE
EROSION CONTROL
STAGE 2 PLAN
< SHEET NUMBER
a
C302
m
0

ROOF LEADER SCHEDULE
FROM
TO
SIZE (IN)
MATERIAL
LENGTH (F)
SLOPE (Ff/FT)
INV OUT (FT)
INV IN (FT)
CO-13
CO-12
6 Inch
PVC
24
0.0203
136.10
135.61
CO-12
CO-11
6 Inch
PVC
18
0.0202
135.61
135.25
CO-11
CO-9
6 Inch
PVC
12
0.0210
135.25
135.00
WYE-10
CO-9
6 inch
PVC
11
0.0463
135.50
135.00
CO-9
WYE-8
6 inch
PVC
33
0.0123
135.00
134.59
CO-7
CO-6
6Inch
PVC
30
0.0201
138.00
137.40
CO-6
CO-5
6 inch
PVC
42
0.0201
137.40
136.56
CO-5
CD-4
6 inch
PVC
30
0.0200
136.56
135.96
CO-4
CO-3
6 Inch
PVC
8
0.0206
135.96
135.80
CO-3
CO-2
6 inch
PVC
71
0.0173
135.80
134.58
CO-2
CO-1
8 inch
PVC
17
0.0102
134.58
134.41
CO-1
CI-4A
8 inch
PVC
73
0.0159
134.41
133.25
\
\
\
V
�p
F
\ Q bv SSMH
p� �0 0IM--135.94'
STRUCTURE LEGEND: �A/ INV IN (8")-128.19' (NW)
ADG - AREA DRAIN WITH GRATE 0 2'EBG 641 'o 4cF \ ti� INV OUT (8")-128.07' (SE)
Cl = CURB INLET
CO = CLEANOUT
WYE = WYE CONNECTION S3J SFf, ev,
STORM DRAINAGE SCHEDULE
FROM
TO
SIZE (IN)
MATERIAL
LENGTH (FT)
SLOPE (FT/FT)
INV OUT (FT)
INV IN (FT)
ADG-8A
WYE-8
12 inch
PVC
55
0.0101
135.14
134.59
WYE-8
CI -GA
12 inch
PVC
54
0.0100
134.59
134.05
CI-7A
C-6A
15 inch
RCP
90
0.0050
134.50
134.05
CI -BA
CI-5A
15 inch
CLASS IV RCP
90
0.0089
134.05
133.25
CI-5A
CI-4A
18 inch
LASS IV RCP
66
0.0050
133.25
132.92
CI-4A
FES-3A
18 Inch
RCP
32
0.0054
132.92
132.75
FES-IIA
FES-2A
15 Inch
CLASS IV RCP
66
0.0053
134.60
134.25
STRUCTURE LEGEND:
ADG = AREA DRAIN WITH DOMED GRATE
C = CURB INLET
DI = DROP INLET
FES = FLARED END SECTION
INSTALL 0-RING PIPES ON SECTION BELOW PPE 133.50' (CI TO FES - 3A)
sF \
DRAIN STRUCTURE \
\ ON S OPENINGS&OU+Approved StortnM/ater Permit IiocumenL
T F �'F� !g) ✓/ .,r,(' �`' (1ti YdEST BE SOU
Construction in accnrOrin ante with these documents i
SIDES 1 required by the is
u e rarolina
rules req
Inspect du - r,; ,signer
�f e
tha plans ana _, - with
_ •� -
etonrnvater rules (15A N(.f � �. with thei1 i" DID \/ \ yi \ `\,pry Pen it# Z Date
/d
w 0.1' AG 3. y
h -• BENT 'e\ �''� o; \ S\ eet0 of 4vateF-Qu°IIW.
2 w(. ) _._.__NRevsionnDate
N J .L7!%�.-�; nro..l LO«� ,2eae..WCzs
N W \
/-OH \ S\.
04.p 60CP&L PpW `�
(A1S 24 PG 10) EASEMENT
CID TOWER `' - \ DRAINAGE DITCH A;
0yP \ SEE DETAIL 3/C704
N 319384.4952 E DENUDED LIMITS \ \ e
1979268.4853OHP
TIE ALL DOWNSPOUTS
6'O6 "E
-- S81 1 ' TO ROOF DRAIN HEADER d _
1 10' SETqACK - -�' 347.84' PER DETAIL 1/C704, TYP`dT
1 PVC ROOF LEADER `
SIZE AND SLOPE PER _" / "C4
ROOF LEADER SCHEDULE �� RIP -RAP APRON
\ PERFORATED FOUNDATION SEE DETAIL 2/C704
� � Cp \ `\`'� j � ""`•- -
DRAIN PER ARCH; SLOPE '= t3saL-
- - - O 0-0.5% TO ADG-8A - �� -OHP
OUTLET CONTROL
STRUCTURE-_s
SSg. NOSE DOWN 1' PVC / _: t® ` ` - ` - - y.OHP
\ °PANS1 CO-5 t37 \ FROM 6" OUTLET PIPE
It 5� "' t , CO-3SF 13MIR51
�4 2g'f / Y ss _ I DITCH
TIE PERFORATED FOUNDATION , FES APRON SEE A \S
13950 DRAIN TO ADG-BA WITH 1 \ / -
1� 4 SOLD WALL PIPE \ , , \ \ / r 1 DETAIL 2/C 04
i INV IN 135.12�
OP�SE� Et,SER ,. 1 ` , , t3aao (�B40C, 1 �yF SS SSMH
w 1 , PR tJ1NG 131.00 13;00 st 6 iM-135.94,
INV IN (8')-126.76' (NW)
134.00
�i G 4aF \ INV OUT (8")-126.73' (S)
\ \ •CO-2 1 11 CI-4A Q ,o S� .f� \
RIM:136.75 ,0 �0 FES-3A 131.00,
\ \
_ t3iao 133.00 \ CONSTRUCTED WETLAN \ 5-jb a9"W
CO-12 CQ-9 E - CO-1 t f34.00 1 SIE DETAIL 6/C704
13a19 137z5 cw
t37.5 ,
1tw ..n-
ADG-8A p1,613o.3e 1 3p SEBp DRAINAGE DIT
1 1 1 RIM:139.00 13053 p 139.00 135.74, m / SEE DETAIL 3
\1 \ 140 \ 140.10 3ss3 �' 13a FES-2A / 135 = e
2
75
/ J 3e.� i3aso \ /
3 .80
1 1 139.07 135.65,
,, L _ - " ,3a3s WYE-S
140.40 15 S
.02 FES-1A CpS
1 s f
CI-6A
RIM.136.00
140.35 1361 / W ' I' I
i 1365 . ✓ G ry/ IX 13&74 N EXISII ' �- /�3y;� } .y9�R
i I M 0 REMAIN
CI-6A
RIM137 38 ;jq'jy50
r
& W / I SMN
10 _ PP �0'
RIM•138.78
N 319077.2662E , � 0000 - � G .r'" -. �'.".��" jlsa R?C ..•....-=�
1979340.6571 FIBER
(12°)-130.10' GB" woo,/ W / G j POST
INV OUT 12')-130.07' (SE) POST
IOHE)
NCDOT R/W DISK (11F LINE) 139 95 ' i FBER
0.3' BG 4'47„W / W ✓ GPTlG 1 Z
575 / �� POST \ o n
PP/Lp GWW G / ' / / fa
Is M
IST
�B DRIVE /I 1 Ace
IY \-
$E
TR e �
r
�n o004 5 R1P13G 7) ) / C PUBLIC R1
COO�� NC NWY so
,-
36 E EMN
i SSMH
RIM-138.54'
INV IN (12")-129.04' (NW)
INV IN (12")-127.61' (W)
INV OUT (12")-127.43' (E)
SSMH
RIM-137.18'
INV IN (8")-131.43' (S)
INV IN (12")-126.56' (W)
INV OUT (12")-126.49' (E)
G
EYP/B J A C
Architecture & Engineering
811 West Hargett Street
Raleigh, NC 27603
VICINITY MAP N.T.S. I,
TOPOGRAPHICAL AND BASE SURVEY INFORMATION OBTAINED FROM M.AP.S.
SURVEYING, INC. THIS INFORMATION WAS ORIGINALLY ISSUED AND SEALED
BY MICHAEL J. ADAMS; NORTH CAROLINA PROFESSIONAL LAND SURVEYOR
SEAL: L-4491, ON JUNE 8, 2012.
LEGEND
SYMBOL
PROPOSED CONTOUR
EXISTING CONTOUR
1�•�• PROPOSED SPOT ELEVATION
PROPOSED HIGH POINT
PROPOSED DRAINAGE SWALE
PROPOSED STORM DRAINAGE
CI PROPOSED CURB INLET
C PROPOSED DROP INLET
PROPOSED AREA DRAIN
PROPOSED PVC ROOF LEADER
PROPOSED CLEANOUT
- GRADING AND DRAINAGE NOTES
DETAIL
`.
-/-
` �F ......
0
{ °p ORAT"1?S�
W SEAL
�`11.
J; C 1361
`0 :. ZOq C 103 =Q:�
O
Land Planning
%y\ nq 1'
.``' CAR 1�i
landuage Architecturz
Civil Engineering
`` ',
x. • . • .�
O9•
Urban Design
o y��
150 Fayetteville Street
Q L r- =
Suite 950
-
Raleigh. North Carolina 27601
=
Te1919.719.1800
-/-
,p •., F�,y �Q• • �.
' • G 1 NE
Fax [phone]
unvw.coleleneststone.rom
�ODD11rIF
°
� /1o/13
14/C702
1 & 2/C703
3 & 9/C703
10/C702
2/C702
PROPOSED
PU NAGE _./J.. �' -
1.
ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE
SEMENT TO / 'p110A
CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE.
BE DEDICATED
TO NC
2.
GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
PLAN IS A VIOLATION AND IS SUBJECT TO A FINE.
TM H
3.
APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN AUTHORIZATION TO
RIM-136.56'
GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE
INV IN (8")-125.72' (N)
GRADING, PERMISSION SHALL BE OBTAINED BY CONTRACTOR FROM THE
INV IN (12")-125.69' (W)
AFFECTED PROPERTY OWNERS.
INV OUT (12")-125.63' (E)
4.
IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A
MINIMUM OF 0.5% SLOPE ON THE CURB.
5.
ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SLOPE
AWAY FROM BUILDING(S) AT 2.0% MAXIMUM,
6.
CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.
7.
FOR SLOPE CONSTRUCTION 3:1 AND STEEPER THE CONTRACTOR SHALL
COORDINATE WITH A GEOTECHNICAL ENGINEER ON THE SUITABILITY OF SOILS
PLANNED FOR THESE SLOPES AND FOLLOW RECOMMENDATIONS SET FORTH BY
THE GEOTECHNICAL ENGINEER FOR SLOPE CONSTRUCTION. ALL SLOPES
SHOULD BE TRACKED TOP TO BOTTOM AND STABILIZED WITH NORTH
AMERICAN GREEN S150, OR APPROVED OTHER, STAKED TO MANUFACTURER'S
RECOMMENDATIONS. TOP SOIL PLACEMENT ON SLOPES SHALL BE INSTALLED IN
A BENCHED PATTERN.
STORM DRAINAGE NOTES
1. ALL PIPE TO BE INSTALLED AND BEDDED PER MANUFACTURER'S
SPECIFICATIONS. REFERENCE DETAIL 14, SHEET C702.
2. NO VEHICULAR TRAFFIC SHALL BE ALLOWED ACROSS PIPES UNTIL A MINIMUM
OF 2' OF COMPACTED COVER HAS BEEN INSTALLED.
3. ALL PIPES AND STRUCTURES IN PUBLIC RIGHT OF WAYS TO MEET NCDOT
STANDARDS. ALL PIPE TO BE RCP IN PUBLIC RIGHT OF WAY.
4, ALL CONSTRUCTION TO MEET OR EXCEED NCDOT AND LOCAL STANDARDS.
N
SCALE: 1"= 30'
0 15 30 60
SCO I D#: 07-07054-021
EAST CAROLINA
UNIVERSITY
SCHOOL OF DENTAL
MEDICINE
COMMUNITY SERVICE
LEARNING CENTER #7
LUMBERTON
LUMBERTON, NC
PROJECT NUMBER 7572-10
DRAWN BY
CHECKED BY
ISSUE DATE 07/10/13
REVISIONS
MARK DATE DESCRIPTION
DO NOT SCALE DRAWINGS
SHEET TITLE
GRADING AND
DRAINAGE PLAN
e SHEET NUMBER
p C401

SANITARY SEWER SCHEDULE
FROM
TO
SIZE (IN)
MATERIAL
LENGTH (FT)
SLOPE (FT/FT)
INV OUT (FT)
INV IN (FT)
CO-3A
CO -!A
4
PVC
98
0.0366
135.00
131.41
CO-2A
EX TAP
4
PVC
63
0.0246
131.41
129.87
SUMMARY OF PRIVATE WATER MAINS
SIZE
LENGTH
2.5'
194 LF
6"
200 LF
SSMH
60, /0 RIM-135A4'
O
0 2'Eec ��� g/�qCE` \ \ ry° ;NV
OUT8
(8"} -12e o7N(sE)
\ \ GAGFq,pe,
S.3J FtiT
9F
0%. \ DRAIN WITH STRUCTURE `rS
WI8' OS
& SOU \
ON WEST & SOUTH
SIDES
I" EIP
- (BENT)
Cy
CV
VICINITY MAP N.T.S. (-J�
TOPOGRAPHICAL AND BASE SURVEY INFORMATION OBTAINED FROM M.AP.S.
SURVEYING, INC. THIS INFORMATION WAS ORIGINALLY ISSUED AND SEALED
BY MICHAEL J. ADAMS; NORTH CAROLINA PROFESSIONAL LAND SURVEYOR
SEAL: L-4491. ON JUNE 8. 2012.
LEGEND
SYMBOL DETAIL
FW-wEXISTING WATER LINE -/-
G-G EXISTING GAS LINE -/-
_"" EXISTING SAN. SWR. LINE AND MANHOLE -/-
Owl �48 24, PGR A � EASEMENT
mil'. ' ' \ `\ s PROPOSED WATER LINE -/-
CID TOWER �,.-.'OHE) \ \�
N 319384.4952E \ \�\ �'�. O
1979268.4853 PROPOSED GAS i --
_ e
PROPOSED METER AND
METER BY UTILITY OHP
S81'16'06•'E PROPOSED \ �\�^� \ AND BACKFLOW PREVENTION DEVICES
_ TRANSFORMER _
70' SETBACK - _ _� 34`- \p \ \ _
"wooC �. CO PROPOSED SAN, SEW. & CLEANOUT 2/C702
CP
PROPOSED FIRE HYDRANT 3/C705
70,
FU N �E x \ j 7�9 F jr / / /\ _SS ` ` DFTC4
SF 5dAA c),�\ 5/C702
PROPOSED G - - _ VALOVECIN VALVEI NG BOX
SERVICE BY �t1TIUTY: ` 1 i 1 t , \�` �'' / ti \ _ `�
r S '[
CONrnACT
/ 1 Y NA INSTAL
NSTALLA ON '
1 A� • �. A, r I'%� -1� - - __ _.. PROPOSED 3" PVC IRRIGATION SLEEVE -/-
_ 60,, $O�
-/ 1 1
I11rrjJ
-40 GyF S\ SSMH WATER
RN1NG CENTER s Yam:: 1fB \ S RIM-135 94
R DISTRIBUTION NOTES
L l 1 CEP INV IN (8) 126.76' (NW)
dRRIGA710N \ \ 1 1 �`� �3z- \ \ INV OUT (8')-126.73' (S) 1. 2" DOMESTIC WATER METER FURNISHED AND INSTALLED BY THE CITY OF LUMBERTON
A
i \ e� CSJ F IN BELOW GROUND VAULT CONTRACTOR TO PAY ALL FEES
200 LF 6" DIP 1 1 SLEEVE
FIRE SERVICE 1 1 �'1 1 _ ' 11 '"�-� `\� 1 •S\ 39B ..- "^•�S`r \ - 2. 6" REDUCED PRESSURE PRINCIPLE DETECTOR ASSEMBLY INSTALLED ABOVE -GROUND
194 LF 2.5" PVC 1 ` \ \ \ 1 , \ \ SIE WITHIN INSULATED ENCLOSURE. SEE DETAIL 9/C702.
{/\ \\ >
DOMESTIC SERVICE 1 , RIM 139.00'"' \\ 1 �\ \ \ YN 3. 2.5" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY INSTALLED
FIRE DEPARTMENT CONNECTION AT VAULT; 1 -" a `�-� \ 1 \ GW ABOVE -GROUND WITHIN INSULATED ENCLOSURE. SEE DETAIL 3/C702.
SEE DETAIL 2/C705 14 1 ` �1 ` \\� 1 \J
U, / 1 s t . / \ 1 .000
\ PP/LP 4. CONTRACTOR TO LOCATE TIE-INS TO ALL BUILDINGS BASED ON PLUMBING PLANS.
POST INDICATOR VALVE AT VAULT I 1 -1 $ fI ^_1BP
SEE DETAILS 4/C704 k 2/C705 1 �. g ! - �'-----^'` '�� / i CP ®.� / S7 M 5, TAMPER INSTALL 3/4 CCONDUIT HES TO BFROM INSTALLED
DLINE N BACKFLOW THE FIRE LVAULT INE ATOFBUILDING A ARM
J / SYSTEM INSIDE BUILDING. COORDINATE WITH ALARM SYSTEM MANUFACTURER.
PRECAST CONCRETE VAULT WITH 1 0 �' i J / / 143 41 ` '
MANHOLE ACCESS WITH 6" CHECK 1 !� < f - r �'�- = "j 6. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING,
98 LF SANITARY 3k R� / s APPURTENANCES CONNECHYDRANTS, FIRE DEPT. OTEDETOIOTHE POINTS,
UPPLYOLINEOTHER
BETWEEN ANY USING
WATER METER AND
VALVE, GATE VALVE W/ POST SEWER SANITARY
CO-2A {
INDICATOR, AND FDC IN CONCRETE PIT; \ TO CO-3A BY c 0W 0: ' ITS REQUIRED BACKFLOW PREVENTER.
SEE DETAIL 2/C705. , 1 1 -- IRRIGATION CONTRACTOR Tj'`
.SLEEVE x �, c 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE CITY OF LUMBERTON FOR
INSTALL FDC DEMARCATION SIGN , � .�- "� �
,ter
-'� - ALL PROPOSED UTILITY CONNECTIONS.
PER DETAIL 11/C701 1�
�1 4" SANITARY SEWER I i
1" QUICK COUPLING / s - / /e.. 8. PUBLIC UTILITIES CONTRACTORS CONSTRUCTING FIRE SERVICE MAINS FOR BUILDING
LATERAL AND CLEAN
VALVE IN VALVE BOX; I i i ,,..- / -r' �{ CONNECTION TO FIRE SPRINKLER SYSTEMS SHALL TERMINATE THOSE LINES AT A
SEE DETAIL 5/C702 j 1 '1 BY THE CITY OF -W i =,"' _ DST FLANGE, CAP, PLUG, OR VALVE INSIDE THE BUILDING ONE FOOT ABOVE THE FINISHED
LUMBERTON i i� / ✓
((� CO-2A I n W i G �.�^ -- ' FLOOR. ALL FIRE SERVICE MAINS SHALL COMPLY WITH THE NFPA STANDARDS FOR
6" REDUCED PRESSURE �, \\
FIRE HYDRANT. Xi RIM'137.00 i� S ® / .� FIRE SERVICE MAINS AS INCORPORATED INTO AND MADE APPLICABLE BY THE NORTH
PRINCIPAL DETECTOR - e -'/ IS g° r i
ASSEMBLY; SEE NOTE 2
6" x 4" TEE
4' x 2' REDUCER
ASSEMBLY
-,1
w0w" i
N 3190772662 E
137.87' 1979340.6571 ' w W
(12")_130.10' W /
NV OUT 12")-130.07" (SE' i ®�
OHE i W
NCDOT R/W DISK (TIE S-\tA 139 g5,
0.3' B G 5'15 4 47
PP/LP GW
G.
N
SMN
s-
i
FIBER
/ OPTIC a
/ POST
4' SADDLE TAP AT EXISTING
12" SANITARY SEWER BY THE
�...�; / CITY OF LUMBERTON; CONTRACTOR 1
G - "��-'- �-- V E �� - .►' TO COORDINATE INSTALLATION 1
LLJ pR �� AND PAY ALL FEES
Y
CQUNTR Iryl 12" x 6" TAPPING SLEEVE
morn \PtdG )) / R/ / i AND VALVE BY THE CITY
m $ '� HyVY % $O UBL 1 {gCH / OF LUMBERTON; CONTRACTOR
NG '� / � / TO COORDINATE INSTALLATION
/ /� " APPROXIMATE LOCATION AND PAY ALL FEES
OF EXISTING 12" WATERMAIN
6 E EMN / �� (FIELD -VERIFY)
/ SSMH
RIM-138.54'
INV IN (12")-129.04' (NW)
INV IN (12")-127.61' (W)
INV OUT (12")-127,43' (E)
2.5' x 1" TEE4,�yN
PtP..00
,_y 2.5" REDUCED PRESSURE
PRINCIPAL ASSEMBLY;
SEE NOTE 3
2" WATER METER;
SEE NOTE_1
RPC
EXISTING FIRE HYDRANT
(TEST HYDRANT)
FIBER APPROXIMATE LOCATION
OP19C OF EXISTING 4' GAS MAIN
POST (FIELD -VERIFY)
$OX SSMH
RIM-137.18'
r♦ INV IN (8')-131.43` (S)
INV IN (12")-126.5W (W)
INV OUT (12")-126.49' (E)
CAROLINA FIRE PREVENTION E CONTRACTOR IS PFOR
Cp
%3x it
THE COORDINTATION OFBUILD BUILDING AND SITE UTILITY CONTRACTORS SONERAL
THAT
'
MH
RIM-136.56'
HYDROSTATIC TESTING OF THE FIRELINE MAY OCCUR TO THE TERMINATION POINT
WITHIN THE BUILDING,
INV IN (B")-125.72' (N)
INV IN (12")-125.15W (W)
9, ALL UNDERGROUND LINES OUTSIDE BUILDING FOOTPRINT, EXCEPT LAWN IRRIGATION
INV OUT (12")-125.63' (E)
LINES, SHALL HAVE A WARNING TAPE INSTALLED IN THE BACKFILL BETWEEN 6 INCHES
TO 24 INCHES BELOW FINISHED GRADE DIRECTLY OVER PIPING. REFER TO
SPECIFICATIONS.
9.a. METALLIC LINES SHALL BE IDENTIFIED WITH DURABLE PRINTED PLASTIC WARNING
TAPES, MINIMUM 3 INCHES WIDE WITH LETTERING TO IDENTIFY BURIED LINE BELOW.
9.b. NON-METALLIC PIPES, OTHER THAN GAS LINES, SHALL BE IDENTIFIED BY
DETECTABLE WARNING TAPE, MINIMUM 2 INCHES WIDE, WITH LETTERING TO
IDENTIFY BURIED LINE BELOW.
9. c. PER 2012 NO GAS CODE SECTION 404.1 INSULATED P 5.3, AN SUL TED COPPER TRACER WIRE
OR OTHER APPROVED CONDUCTOR SHALL BE INSTALLED ADJACENT TO
UNDERGROUND NONMETALLIC GAS PIPING. ACCESS SHALL BE PROVIDED TO THE
TRACER WIRE OR THE TRACER WIRE SHALL TERMINATE ABOVEGROUND AT THE END
OF THE NONMETALLIC PIPING. THE TRACER WIRE SIZE SHALL NOT BE LESS THAN
18AWG AND THE INSULATION TYPE SUITABLE FOR DIRECT BURIAL.
T
L I Yp
JJG�,sS
�Nfo
a
z
ti
BEFORE YOU DIGI
CONTACT ONE-CAU CBNTE1
1•-800-632-4949
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
P. OR AS AMENDED.
SCALE: 1"= 30'
0 15 30
■ N
7
60
EYP/B J A C
Architecture & Engineering
811 West Hargett Street
Raleigh, NC 27603
& F S'7' ........., a
SEAL
�W ' C-1381
'; zgP C-103 ='Tip
Land Planning
111111111Ulpej '' Urban Design
Architecture
``�N.......`.1R�,.,�, Ctw1E� Engineering
Z.:•y 150 FayWev& Street
Q L r = Suite 950
c Raleigh. North Carolina 27601
- Tel [phone]
F" 919. 719. 1819
uww.colepneststonexoni
ODDt11� 07/10/13
SCO I D#: 07-07054-021
EAST CAROLINA
UNIVERSITY
SCHOOL OF DENTAL
MEDICINE
COMMUNITY SERVICE
LEARNING CENTER #7
LUMBERTON
LUMBERTON, NC
PROJECT NUMBER 7572-10
DRAWN BY _
CHECKED BY
ISSUE DATE 07/10/13
REVISIONS
MARK DATE DESCRIPTION
DO NOT SCALE DRAWINGS
SHEET TITLE
WATER DISTRIBUTION
AND SANITARY SEWER
PLAN
SHEET NUMBER
a
C501
m
0

SYM #
COMMON NAME
BOTANICAL NAME
SIZE
ROOT
SPAC'G NOTES
WETLAND PLANTS - SHALLOW WATER
45
SOFT RUSH
JUNCUS EFFUSUS
VAR. PYLAEI
4"
CONT.
2'
OC
45
DUCK POTATO
SAGITTARIA LATIFOLIA
4"
CONT.
2'
OC
45
PICKERELWEED
PONTEDERIA CORDATA
4"
B&B
2'
OC
45
SOFT STEM
BULRUSH
SCHOENOPLECTUS
TABERNAEMONTANI
4"
CONT.
2'
OC
45
ARROW ARUM
PELTANDRA VIRGINICA
4"
CONT.
2'
OC
45
SWEETFLAG
ACORUS SUBCORDATUM
4"
CONT.
2'
OC
45
BLUE FLAG IRIS
IRIS VIRGINICA
4"
CONT.
2'
OC
45
WOOLGRASS
SCIRPUS CYPERINUS
4"
B&B
2'
OC
45
PRIMROSE WILLOW
LUDWIGIA SPP.
4"
CONT.
2'
OC
45
WATER PLANTAIN
ALISMA SUBCORDATUM
4"
CONT.
2'
OC
PROVIDE EVEN DISTRIBUTION OF THE ABOVE PLANTS IN GROUPINGS TO PROVIDE ADEQUATE COVER OF THE NOTED
SHALLOW WATER AREA NOTED ON THE PLAN.
APProved StormWater Permit OocumerI
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
(respect during Construction, certi�' ocnformity with
the plans and space; and certi y Compliance with the
sionnweter miss. (15A NCAC 2H, 1008 (J))
Permit S 2 Date (o•2{p /Y
NC Division ofkAylscgraUI
VICINITY MAP N.T.S.
TOPOGRAPHICAL AND BASE SURVEY INFORMATION OBTAINED FROM M.AP.S.
SURVEYING, INC. THIS INFORMATION WAS ORIGINALLY ISSUED AND SEALED
BY MICHAEL J. ADAMS; NORTH CAROLINA PROFESSIONAL LAND SURVEYOR
SEAL: L-4491, ON JUNE 8, 2012.
LEGEND
SYMBOL DETAIL
PROPOSED TREE -/-
® PROPOSED SHRUBS -/-
PROPOSED SOD -/-
PROPOSED SEED -/-
TOWER
N 319384 4952E CID. ..... �� Oip) MULCH -/-
WETLAND - SHALLOW WATER -/-
i
5 HYDE !\� e '� ` -` WETLAND - SHALLOW LAND
P
2 .. 6 VINO DITCH
1 CYRA ../'. .... �.' '.;. 6 ROPA
............ 1.... _ , -.. -t .., ..........�'� _. _ a yve^- 2 6 AR0 --_- -_
(t
.. ... .... .. ... ' + + + + + + + + COAM
4.
OEM UNU
�..'. VIBD + + + + +
�Fj�11C+E 3 VIBD 1 + +++++++++++++
,,
3 Q �''
H �q '1� S'\ SSMH
W,...�.r .. .. ... 1 TO PROPOSNG GENIER 1 70 .3 CAMG ++++ +' + 4 j\ OOB�B CCFS F S \ RIM-135 94
l - T
C ............(..... LEPRN 140p0 ✓` 3 IBD + +++ +++ + 1.." . , �j6 S INV IN (8")-126.76' (NW)
2. V1B6 FFE ' + + + O + ' ':` pf Ac FgSF 1 \ INV OUT (8")-126.73' (S)
QUNu +++++000� ++++' ++ w A� 3J tf��\ \ \ PLANTING NOTES
+ +
TQ Q + + + + + + O( 9 S - 1. SIZE AND GRADING STANDARDS OF PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF
"USA STANDARDS FOR NURSERY STOCK", BY THE AMERICAN ASSOCIATION OF NURSERYMAN, INC.
... \ 1 �2`VIBD ` 5
� It
2. HEIGHT AND WIDTH SPECIFICATIONS INDICATED ON PLANT SCHEDULE SHALL TAKE PRECEDENCE OVER
CONTAINER SIZE AND CALIPER.
1J,I ... PP y' 3. CONTRACTOR SHALL MOUND ALL PARKING LOT ISLANDS TO 8" ABOVE BACK OF CURB AT THE CENTER
- .� 7'1 GW
"� ' ' ' ' ' ' OF ISLAND. CONTRACTOR SHALL SUPPLY AND PLACE ADDITIONAL TOPSOIL IF NECESSARY FOR
HAS ,�.., ;:..3 G .. ... .. ... ... �."
11- � F � ti r, i A,t. .. V
MOUNDING AS INDICATED ON CONSTRUCTION DOCUMENTS.
01
107 sf PENH 3 BD . „ Wi
' I .. .. ..... ..
.. , � ........- - ... .. � .. • _. - .- '. 1 R B ' ' ' ' - � �' ' ' ' ' _ _ 4. CONTRACTOR SHALL MULCH ALL SHRUB, ANNUAL, &PERENNIAL BEDS WITH 4" DOUBLE SHREDDED
VIBD - - . ...4. CYRAj. - s' HARDWOOD MULCH.
'-r' : • ..�.-.�, I 1 RHAB
- - .. ..... 1.LITVA . y. %.I. ..... �,,,,. ..i _ 5. ALL DISTURBED AREAS NOT INDICATED TO RECEIVE SOD OR MULCH SHALL BE SEEDED BY THE
, w 1 QUNU
1 CERF 3 VIED _
., a � ...,.1 QUNU � �. ./ �..�'.� CONTRACTOR.
1 RH
6. CONTRACTOR SHALL REMOVE ALL HARD LUMPS OF CLAY, STONES OVER 1" IN DIAMETER, AND ALL
CONSTRUCTION DEBRIS INCLUDING GRAVEL, ROOTS, LIMBS AND OTHER DELETERIOUS MATTER WHICH
13 ILEC - -QUNU i / L, R PREVENT PROPER ESTABLISHMENT AND/OR MAINTENANCE OF LAWN AND
.. ....''.1 QUNU 13 IL ,:..;. < '° �"� PLANTING AREAS.
T I T R
7.
cP WOULD BE HARMFUL, 0
IN PLANTING BED AREAS WHERE CONSTRUCTION GRAVEL IS EMBEDDED IN THE SOIL, CONTRACTOR
'
1QU 1QUNU + s 5 L SHALL REMOVE CONTAMINATED SOIL TO A DEPTH OF 8" AND FILL WITH CLEAN TOPSOIL. CONTRACTOR
..., i a . •/ /
1LN$ �- - SHALL IMPORT TOPSOIL AT NO CHARGE TO OWNER IF REQUIRED TO FILL THESE EXCAVATIONS.
`N i._ ,�- � .!�'" ,--�..�"� - 8. SEE SHEET C703 FOR PLANTING DETAILS.
1 QUNU 9.
. 1 ` 1 ILNP 1 - •• x... " " CONTRACTOR SHALL RESEED/RESOD LAWN AREAS DAMAGED DUE TO PLANT MATERIAL INSTALLATION.
e r , . _ 3`71:P` - 365Oy " �/'w i •�" R!M_13.5 10 SHALL COORDINATE ALL PLANTING IN THE RIGHT-OF-WAY WITH THE CITY OF
LUUMBERTON.
' fi10Ri�G..n' 4k INV IN(8")-125
`.A,,�.vy' - /'-.G, F^ 11. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET SHALL BE CUT AWAY AND REMOVED BY THE
G PLANT SCHEDULE CONTRACTOR FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. CONTRACTOR SHALL REMOVE
IN TOP 1/3 OF THE BURLAP FROM ROOT BALL.
TREES Quantity Botanical Common CONT SIZE SPAC Remarks
Yam..
12. FOR NEW TREE PLANTING AREAS, CONTRACTOR SHALL REMOVE ALL PAVEMENT, GRAVEL SUB -BASE
',- i' CERF 1 CERCIS CANADEN SIS 'FOREST PANSY'TM FOREST PANSY REDBUD B&B 2" CAL. A. 1. AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL, OR AMEND THE
R , / X �G I SSRIp1NG QUNU 12 QUERCUS NUTTALLII NUTTALL OAK B&B 2.5°-3° CAL. A.I. MATCHED SPECIMEN TOP 24" OF EXISTING SOIL TO MEET SPECIFIED TOPSOIL/PLANTING MIX STANDARDS FOR TREES.
N 319077.2662 E
1979340.6571
.7,87' / W h 1 TOEM 16 THU1A OCCIDENTALIS EMERALD' EMERALD ARBORVITAE B&B 5'-6' HT. A. 1. 13. LARGE MATURING TREES SHALL BE A MINIMUM 25 TO 30 FEET FROM THE OVERHEAD DISTRIBUTION OR
TRANSMISSION LINES. IF TREES CONFLICT WITH POWER UNES OR SIGNS, CONTRACTOR SHALL CONTACT
( ) �F SHRUBS Quantity Botanical Common CONT SIZE SPAC Remarks ZONING OFFICIAL TO RESOLVE BEFORE PLANTING.
INV OUT 12'}-130.07 (SE) !�-fit"" / G
✓,-' AROR 23ARONIAARBUTIFOLIA REDCHOKEBERRY CONT 30-36"HT. 4'0.C.
14. MINIMUM TREE SIZE AT PLANTING SHALL BE TWO INCH CALIPER (FOR SINGLE STEM TREES). ALL
JCDOT R/W DISK (TIE UtAf 13995 / / `N G G ✓ CAMG 9 CAMELLIA SASAN QUA 'SHISHI-GASHIRA' CAMELLIA CONT 40 -48" HT. 6' 0.C. MULTI -STEM PLANTS SHALL BE TREE FORM, MAXIMUM THREE TO FIVE TRUNKS, AND A MINIMUM EIGHT
>.3' BG 5 4`47„� / W� - / - _ / CLAL 18 CLETHRAALNIFOLIA SUMMERSWEETCLETHRA CONT 30 -36" HT. 4'0.C. FEET TALL.
COAM 10 CO RN USAMOMUM SILKY DOGWOOD CONT 30'-36" HT. 8' O.C. 15. INSTALLER SHALL AGREE TO REPAIR OR REPLACE PLANTINGS THAT FAIL IN MATERIALS, WORKMANSHIP,
PP/Lid
GW
G / / OR GROWTH THIN SPECIFIED WARRANTY PERIOD. SEE PLANTING SPECIFICATIONS FOR WARRANTY
S f W „_ �e / /� �� CYRA 6 CYRILLA RACEMI FLORA LEATHERWOOD CONT 30"-36" WITHIN
A.I. PERIOD AND FAILURE DESCRIPTIONS.
ST %W -G'/ �`' "/ / GOLA 3 GORDON IA LASIANTHUS LOBLOLLY BAY CONT 40"-48" HT. A. 1.
__,_._.- / `'C 16. FOR SEEDED AREAS, AN ACCEPTABLE LAWN AT THE END OF THE MAINTENANCE PERIOD SHALL CONSIST OF A
C` / �..--" _ HYDE 5 HYPERICUM DENSIFLORUM BUSITYST. JOHN'S WORT CONT 30"-36" HT. 4' O.C. HEALTHY, UNIFORM, CLOSE STAND OF GRASS, FREE OF WEEDS AND SURFACE IRREGULARITIES, WITH TOTAL
-G -... ��i IB Dn / - GRASS COVERAGE EXCEEDING 90 PERCENT OVER ANY 10 SO. FT. AND BARE SPOTS NOT EXCEEDING 5 BY 5
U ILEC 49 ILEX CORN UTA'CARISSA' CARISSA HOLLY CONT 15"-18" HT. 3' O.C. INCHES, WITH AT LEAS' 85% OF THE TOTAL GRASS COVERAGE CONSISTING OF BERMUDA. REFER TO
i - SPECIFICATIONS.
Ao; Od Co�NrRY W / - ILNP 211LEXCORNUTA'NEEDLEPOINT' NEDDLEPOINT HOLLY CONT 40 48"HT. A.I.
�A � 5'IRi 1NG 7 � r PUBLIC R/ / � / / �'' ITVA 201TEA VIRGINICA VIRGINIA WILLOW CONT 30 36"HT. 4'0. C.
p �/
NC NWY $0 LORR 30 LOROPETALUM CHINENSE RUBRUM'RUBY' DWARF RUBY FRINGE FLOWER CONT 30"-36" HT. 5' O.0 SITE FURNISHINGS
rn RIGG 18 RHAPHIOLEPIS INDICA'GULF GREEN' INDIA HAWTHORN CONT 18"-24" HT. 3'0. C. 1. SITE FURNISHINGS TO BE FURNISHED BY EAST CAROLINA UNIVERSITY, AND INSTALLED BY CONTRACTOR.
16 E EMN c / ' RHAB 6 RHODODENDRON X'ROBLEO' AUTUMN BELLEAZALEA CONT 36"48" HT. 4' O.C. 2. (3) BIKE RACKS, (1) BENCH, 1 TRASH RECEPTACLE, & 1 RECYCLING RECEPTACLE.
/ O O
/ ROPA 6 ROSA PALUSTRIS SWAMP ROSE CONT 30 -36" HT. 6' O.C.
VIBD 30 VIBURNUM DAVIDII DAVIDVIBURNUM CONT 30" HT. 2'6 O.C. 3. CONTRACTOR TO INSTALL SITE FURNISHINGS ON -SITE.
VINU 6 VIBURNUM NUDUM POSSUMHAW CO NT 30'-36" HT. $' O.C. 4. CONTRACTOR TO COORDINATE SITE FURNISHING LOCATIONS WITH LANDSCAPE ARCHITECT AND EAST
CAROLINA UNIVERSITr PRIOR TO INSTALLATION.
SSMH GROUND COVERS Quantity(sf) Botanical Common CONT SIZE SPAC Remarks N
RIM-138.54' CYSE 43184 CYNODON DACTYLON'TIF 419' BERMUDA GRASS SEED SCALE: V= 30'
/ INV IN (12")-129.04' (NW) CYSO 9928 CYNODON DACTYLON'TIF 419' BERMUDA GRASS SOD
INV IN (12")-127.61' (W)
INV OUT (12")-127,43' (E) PENH 107 PENNISETUMALOPECUROIDES'HAMELN' HAMELN DWARF FOUNTAIN GRASS CONT. 6'-8 HT. 18" O.C. 0 15 30 60
\ SYM # COMMON NAME BOTANICAL NAME
SIZE
ROOT
SPAC'G NOTES
WETLAND PLANTS - SHALLOW LAND
\
25 GREAT BLUE LOBELIA SIPHILITICA
\
4"
CONT.
2' OC
\ LOBELIA
\ \ 25 NARROW SACCHARUM BALDWINII
4"
CONT,
2' OC
\
\ PLUMEGRASS
25 SPOTTED EUPATORIADELPHUS
4"
B&B
2' OC
\ TRUMPETWEED MACULATUS
\
\ \ 25 QUILL SEDGE CAREX TENERA
4"
CONT.
2' OC
\ 25 SEASHORE MALLOW KOSTELETZKYA VIRGINICA 4" CONT. 2' OC
SS937
PROVIDE EVEN DISTRIBUTION OF THE ABOVE PLANTS IN GROUPINGS TO PROVIDE ADEQUATE COVER OF THE NOTED
\ SHALLOW LAND AREA NOTED ON THE PLAN.
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Architecture & Engineering
811 West Hargett Street
Raleigh, NC 27603
Avow
Land Planning
�peuurnyr ' Lamisnape Arditedure
`N`d� NnOR Ty ebee Civil Engineering
, ........•• Urban Design
(� �pNDSCq'
150 Fayetteville Street
Suite 950
23 1 Raleigh, North Carohm 27601
Tet 919. 719. 1800
%. LOi~•J��� Farw.r19.7e719.o819
geeb/fill u1110% 10/13
SCO I D#: 07-07054-021
EAST CAROLINA
UNIVERSITY
SCHOOL OF DENTAL
MEDICINE
COMMUNITY SERVICE
LEARNING CENTER #7
LUMBERTON
LUMBERTON, NC
PROJECT NUMBER 7572-10
DRAWN BY
CHECKED BY
ISSUE DATE 07/10/13
REVISIONS
MARK DATE DESCRIPTION
DO NOT SCALE DRAWINGS
SHEET TITLE
PLANTING PLAN
G SHEET NUMBER
a
C601
m
S

EYP/B J A C
GATE FOR DUMPSTER PAD ONLY
8'-0"
8%8" POST WITH
CHAMFER TOP.
(TYP.)
SLIDE ACTION
LATCH
CONCRETE�II
FOOTING I L
A'
t
LCOMPACTED SUBGRADE
mm
2 CANE BOLTS. DRILL
HOLE IN CONCRETE.
FIELD VERIFY LOCATION.
HEAVY DUTY 6'-0' MAX.
HINGE, TYP.
?'x6" CAP WITH n
CHAMFER T
TO
1'x6" INFILL
3/8" SPACING BTW. BOARDS
6"x6" LINE POST
I WITH CHAMFER TOP
0
NOTE:
DETAIL PROVIDED FOR GENERAL DESIGN CONCEPT ONLY. CONTRACTOR SHALL PROVIDE DESIGN -BUILD
INSTALLATION SERVICES FOR SCREEN FENCE AND SUBMIT SHOP DRAWINGS FOR APPROVAL
DUMPSTER SCREENING AND GATE
CONDITION 1: PEDESTRIAN PATH
DOES NOT PASS
UNDER OR AROUND
VAI\j
ACCESSIBLE
MUTCD R7-8P 12"x6"
ONLY REQ'D 0 VAN
ACCESSIBLE SPACES
SIGN
RESERVED
CONDITION 2: PEDESTRIAN PATH
GOES BY, UNDER,
OR AROUND
PARKING
U
SIGN
MUTCD R7-8
12"x26"
PENALTY
i
FINISH GRADE
ol:
;.
l
� �
4
2"x4" BRACE,
T
m
I
i�
(P.
12" square
GENERAL NOTES:
1. ALL WOOD TO BE CEDAR.
2. GALVANIZED STEEL HARDWARE TO BE USED.
3. GATES SHALL OPEN MIN. 90'.
4. APPLY 2 COATS SEMITRANSPARENT STAIN.
COLOR BY ARCHITECT.
6" 6" SCH 40 GALVANIZED STEEL
T-PIPE FILLED W/ CONCRETE
:RETE TOP
12"
NOTES:
1. SEE PLAN FOR NUMBER OF POSTS TO BE USED.
2. THE STEEL PIPE ABOVE GROUND SHALL BE PAINTED A
MINIMUM OF TWO FIELD COATS OF ZINC CHROMATE PRIMER.
N.T.S. (12 ) I BOLLARD DETAIL
1 /8"
a
I 1 q1/4"
GROOVE JOINT EXPANSION JOINT
//-1/2" EXPANSION JOINT (SEAL TO MAKE WATERTIGHT)
PROPOSED CURB AND GUTTER
MIN. 1/4" PER FT.
JOINT
1/8"
t4" COMPACTED AGGREGATE BASE
PROPOSED 4" CONCRETE
'uli:n=11411
N.T.S. ( 9
1/8" TO 1/4"
FILLER
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS OR AS INDICATED
ON PLANS. ONE 1/2" EXPANSION JOINT WALL BE REQUIRED AT 45'
INTERVALS NOT TO EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION
JOINT IN ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE
REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3500 PSI, IN 28 DAYS.
3. BROOM FINISH CONCRETE.
FACE OF CURB
EDGE OF PAVEMENT
(HANDICAP PARKING)
"+
6"
6'-0"
WIDTH VARIES FLUSH CURB
6'-0"
"+
6"
1/2" 6"
RADIUS
D"+ 3' RADIUS RADIUS
N
SIDEWALK � tO
STANDARD V-6" CURB AND GUTTER
NOTES:
1.
CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS.
2.
CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED
OF CURB
TOP OF
BY OTHER METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES,
FLUSH CURB CURB
A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
3.
ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND
ADJACENT TO ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS
SLOPE CURB
EDGE OF
IN ABUTTING SIDEWALK.
1" PER FT.
PAVEMENT
4.
ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT SEALER.
5.
CONCRETE COMPRESSIVE STRENGTH SHALL BE 3500 P.S.I. IN 28 DAYS.
6.
CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE
ACCESSIBLE RAMPS.
7.
TOP 12" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED
TO 100% STANDARD PROCTOR DENSITY.
11ON AT FLUSH CURB
AND GUTTER N.T.S. C
CONCRETE CURB AND GUTTER N.T.S.
O
LOW MODULUS SILICONE
NON-ABSORBANT BACKER
JOINT SEALANT
ROD 25% LARGER THAN
LOW MODULUS SILICONE
JOINT WIDTH
CONCRETE PAVING
JOINT SEALANT
CONCRETE PAVING
1/2" JOINT AND FILLER;
1/2" JOINT AND FILLER;
INSTALL FULL DEPTH OF
INSTALL FULL DEPTH OF--�\
CONCRETE
CONCRETE
WALL
OR
--RIGID
OBJECT
PREFORMED JOINT FILLER
ROUND OR DIAMOND PLATE
DOWEL, SEE TABLE
SLAB
THICKNESS
(IN)
DOWEL
DIMENSIONS (IN)
DOWEL
CENTER -TO -CENTER
SPACING (IN)
ROUND
DIAMOND
ROUND
DIAMOND
5- 6
3'4 X 14
Y4 X 4-j, X
4-j
12
18
7-8
1 X16
4fiX4-4X4-}
12
18
9- 12
1-} X 18
3/4 X 4-j X
4-4
12
20
NON-ABSORBANT BACKER
ROD 25% LARGER THAN
JOINT WIDTH
PREFORMED JOINT FILLER
TYPICAL EXPANSION JOINT
TYPICAL CONSTRUCTION JOINT
NOTE :
NON-ABSORBANT BACKER LOW MODULUS SILICONE 1. THICKNESS OF SEALENT TO BE )4 OF JOINT WIDTH.
ROD 25% LARGER THAN JOINT SEALANT
JOINT WIDTH CONCRETE PAVING 2. JOINT FILLER STRIPS TO BE ASTM 1751 ASPHALT -SATURATED CELLULOSIC FIBER.
3, CONCRETE TO BE CURED 28 DAYS, DRY, AND JOINT BLOWN CLEAN OF ALL
o DEBRIS WITH HIGH-PRESSURE AIR BEFORE INSTALLATION OF JOINT SEALANT
MATERIAL.
X' Y4" MIN. / �4" MAX.
.. 4. PROVIDE EXPANSION JOINTS AT INTERSECTIONS OF ALL STRUCTURES, FIXED
a. SEE PLAN FOR SIDEWALK WIDTH-1}„ OBJECTS OR CO D
• _ - _ L JOINTS.
n
5. SAW CUT JOINTS SHALL NOT EXCEED 15' X 15' GRID. THE GRID PATTERN
SHALL BE UNIFORM THROUGHOUT THE PROPOSED PAVEMENT AREA. REFER TO
i
SITE PLAN FOR PROPOSED JOINT PATTERN.
_ TYPICAL SAW CUT CONTROL JOINT
ADA PARKING SIGN DETAIL N.T.S. 14 FDC SIGNAGE EXAMPLE N.T.S. O CONCRETE SIDEWALK N.T.S. 08 TYPICAL EXTERIOR CONCRETE JOINT DETAILS N.T.S. 2L
3'-0" MIN. BITUMINOUS CONCRETE
CONTINUOUS X FLUSH CURB BACK OF WALK CONIC. SIDEWALK SURFACE COURSE -TYPE SF-9.5A
PASSAGE PER DETAIL 8/C701 `
TACK COAT
l m� E
g' m �- ~JOINT ;n? _ BITUMINOUS CONCRETE
EXP. JOINT Ay A ACK OF CURB INTERMEDIATE COURSE -TYPE S-9.5B
w
o AGGREGATE BASE COURSE
X FACE OF CURB FLUSH CURB LIGHT BROOM FINISH (COMPACTED 100% MOD.
6'-0" 4'-0" 6'-0" FACE OF CURB
6'-0" ;,1 " 4 WWF 6X6 W 1.4 X W 1.4 PROCTOR DENSITY)
PLAN - PARALLEL RAMP COMPACTED SUBGRADE
1 1/2" 5'-9" 1 1/2" 5' TRANSITION FROM 721SLOPE 121SLOPE CONCRETE 4000 PSI (TOP 12" COMPACTED
A WALK TO 5
WALKS MUSTABE� -- MATCH WIDTH OF _ DENSITY)
2' 2' AGGREGATE BASE COURSE COMPACTED TO 100% STD PROCTOR
A MIN. 5 WIDTH AT WALK PER PLAN tO TO 100% MOD. PROCTOR DENSITY
RAMP. ELEVATION PLAN COMPACTED SUBGRADE
4:1h SLOPE 4:1� SLOPEI I STD.COMPACT TOP 12" PROC OR DENSITY 00%
SIDEWALK 3'-0" MIN. ACK OF WALK
A EXP. JOINT CONTINUOUS
PASSAGE FLUSH ELEVATION DEPRESS CURB AT WALK
4'_0„ -X CURB BACK OF CURB
HEAVY DUTY BITUMINOUS CONCRETE N.T.S. j6
6" 1'-0" I ;c5� FACE OF CURB PERPENDICULAR RAMP
1 1/2" 3" 1 1/2° 3/4" DIA. x 2'-6" S mI C B+ C tm ? WITH CONTINUOUS WALK PERPENDICULAR TO CURB
REINFORCING BAR
A- -A NOTES BITUMINOUS CONCRETE
GRADE
X XP. JOINT GENERAL NOTES 1. ALL CONCRETE TO BE 4000 PSI. � TACK COAT
SURFACE COURSE -TYPE SF-9.5A
6,-0. _ 6'-0^ 1. AT PUBLIC STREET INTERSECTIONS, RAMP PLACEMENT AND CONSTRUCTION
_. DIMENSIONS AT EDGE OF PAVEMENT SHALL CONFORM TO NCDOT STANDARDS. DUAL RAMPS SHALL BE REQUIRED
i AT LOCATIONS SHOWN ON PLAN. 2. REFER TO DETAIL 2/C701 FOR N BITUMINOUS CONCRETE
y-- I PLAN - DIAGONAL RAMP TYPICAL JOINT CONSTRUCTION. _
�; 2. ALL CONCRETE TO BE 3500 P.S.I. COMPRESSIVE STRENGTH. INTERMEDIATE COURSE -TYPE S-9.SB
\ 3. RAMP SURFACE SHALL HAVE COURSE FINISH CONTRASTING WTH ADJACENT AGGREGATE BASE COURSE
I ADJACENT WALK O 1/4" PER FOOT
I BACK OF CURB WALKWAY. �' (COMPACTED 100% MOD.
FACE OF CURB 4. GUTTER FLOW LINE SHALL BE MAINTAINED THROUGH THE RAMP AREA. PROCTOR DENSITY
3-3/4" 1 4" PER F00 1 _. )
`�'--�--- g' T ' • s ,1 'O 5. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE GUTTER FLOW uNE. COMPACTED SUBGRADE
SECTION A -A' " "•(TOP 12
�- "�-- -COMPACTED
TO 100% STDPROCTOR
3 0 2-0^ SLOPE "A" 12:1
SECTION X-x SLOPE "B" 1/4"/FT
PARALLEL RAMP SLOPE "C" 1/2"/FT
WITH CONTINUOUS WALK PARALLEL TO CURB
WHEEL STOP N.T.S. 13 ACCESSIBLE RAMP N.T.S. 7L CONCRETE PAVING AT DUMPSTER PAD N.T.S. O4 STANDARD DUTY BITUMINOUS CONCRETE N.T.S. 1A
Architecture & Engineering
811 West Hargett Street
Raleigh, NC 27603
ep'g.. & ST �s
LJ PSEAL
w i SEAL
J : C-1361
O iZo C-t0303 c: �
L) TNCARCi--'' � \
alejenm
g� iyYIN of stem t
Land Planning
..CARO �",,i'' t Civil Urban Architecture
< ,
'C ...OFEss/0'',�2 Z i �29 7 : 150 Fayetteville Street
Suite 950
_ Raleigh, North Carolina 27601
Tel [phone]
Fax [phone]
www.col4enatstone.com
...
1,,equu
SCO I D#: 07-07054-021
EAST CAROLINA
UNIVERSITY
SCHOOL OF DENTAL
MEDICINE
COMMUNITY SERVICE
LEARNING CENTER #7
LUMBERTON
LUMBERTON, NC
PROJECT NUMBER
7572-10
DRAWN BY
CHECKED BY
ISSUE DATE
07/10/13
REVISIONS
MARK DATE
DESCRIPTION
DO NOT SCALE DRAWINGS
SHEET TITLE
SITE DETAILS
< SHEET NUMBER
a
m
C701

EYP/B J A C
EQUAL SPACING -
BOTH DIRECTIONS
ELECTRICAL
CONCRETE SLAB (TYP.)
ENCLOSURE WALL�
I
I �
ANCHOR
4" I CONIC. SLAB
6"
NOTES:
1. PROVIDE 120V, GROUND FAULT PROTECTED, CIRCUIT TO BFP FOR UNIT
HEATERS (REFER TO ELECTRICAL PLAN). MOUNT OUTLET 6" ABOVE
DISCHARGE POINT OF RPZ UNITS,
2. LEVEL SURFACE AROUND BFP 6" IN EACH DIRECTION BEYOND ENCLOSURE
OUTSIDE DIMENSIONS.
3. POUR FULL CONCRETE PAD 4" THICK AROUND BFP, MIN. 6" IN EACH
DIRECTION BEYOND ENCLOSURE INSIDE DIMENSIONS.
4. INSTALL ENCLOSURE PER MANUFACTURE'S SPECIFICATIONS.
5. ENCLOSURE SHALL INCLUDE DRAIN PORTS FOR DISCHARGE WATER.
6. FOR FIRE LINE INSTALLATIONS, PROVIDE TAMPER SWITCHES AND
TEMPERATURE -SENSING SWITCH CONNECTED TO ALARM CONTROL PANEL (SEE
ELECTRICAL PLAN).
TYPICAL BFP ENCLOSURE INSTALLATION
REDUCED
SHUT-OFF VALVE #1
SHUT-OFF VALVE #2
CHECK VALVE #1
. _ .... CHECK VALVE #2 _......
SUPPORTS
\\ FLOW_'
- - DUCTILE IRON PIPE
FOR MIN. OF 5' ON EACH
END OF ASSEMBLY.
12"MIN. RELIEF VALVE
30" MAX. OUTLET
AWAYFROM
- _
COVER
LOWEST POINT OR -
RELIEF VALVE OUTLET
SLEEVE REQUIRED
(TYP.)
- SUPPORT, PAD AND
CONCRETE FOOTINGS
RESTRAINED JOINT MIN. 4" THICK
NOTES: CONCRETE PAD
1. ENCLOSURE SHALL BE PROVIDED WITH UNIT HEATERS. REQUIRED
2. FOR FIRE LINE INSTALLATIONS, PROVIDE TAMPER SWITCHES CONNECTED TO ALARM CONTROL PANEL SEE SHEET E400.
3. FOR FIRE LINE INSTALLATIONS, PROVIDE TEMPERATURE -SENSING SWITCH CONNECTED TO ALARM CONTROL PANEL. SEE SHEET E400.
4. ASSEMBLY SHALL INCLUDE BYPASS METER.
N.T.S. 15 61 REDUCED PRESSURE PRINCIPLE DETECTOR ASSEMBLY
INSULATED FIBERGLASS
ENCLOSURE; SIZE AS
REQUIRED TO FIT
BACKFLOW PREVENTION
DEVICE
SLOPE TRENCH SIDES SLOPE TRENCH SIDES
PER OSHA REQUIREMENTS PER OSHA REQUIREMENTS
SELECT 10
INITIAL
FILL BACKFILL
O D p D
MIN 4" HAUNCHING TYPICAL SECTION
BEDDING J TEE OR BEND
TEST COCK#1
RESTRAINED JOINT
REMOVABLE INSULATED -
ENCLOSURE MEETING ASSE
1060 SPECIFICATIONS.
ENCLOSURE TO INCLUDE
DRAIN PORT(S). SEE DETAIL
151C702
SUPPORTS-
SLOPE GROUND
_ REQUIRED IF
IIII=IIII=IIII=IIII TRENCHING
-_
III=IIII=IIII=IIII
IN ROCK
IIII-IIII-
IIII=IIII=
Z
D+4' MAX
N
RIGID PIPE
FLEXIBLE PIPE
INCLUDES REINFORCED CONCRETE
INCLUDES CORRUGATED METEL, HOPE,
AND DUCTILE IRON PIPE
AND PVC PIPE
GENERAL NOTES
1. BEDDING SHALL BE CLASS I -A WORKED BY
6. SELECT BACKFILL NOT UNDER PAVED AREAS
HAND. IF GROUNDWATER IS ANTICIPATED,
CAN BE CLASS IV -A COMPACTED TO 95%
THEN BEDDING SHALL BE CLASS I-B STANDARD PROCTOR.
COMPACTED TO 95% STANDARD PROCTOR.
7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE
2. HAUNCHING SHALL BE WORKED AROUND THE PIPE
WITH ASTM D 2321-LATEST EDITION.
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS 8. ALL MATERIALS SHALL BE INSTALLED IN
1-A OR CLASS I-B OR CLASS It COMPACTED TO MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
95% PROCTOR. WITH ASTM D 698. CLASS III AND IV -A
3. INITIAL BACKFILL SHALL BE CLASS I -A MATERIALS SHALL BE COMPACTED NEAR
WORKED BY HAND, OR CLASS 1-8 OR CLASS II OPTIMUM MOISTURE CONTENT.
COMPACTED TO 95% STANDARD PROCTOR. 9. FILL SALVAGED FROM EXCAVATION SHALL BE
4. INITIAL BACKFILL NOT UNDER PAVED AREAS FREE OF DEBRIS, ORGANICS AND ROCKS PLAN - TEE
CAN BE CLASS III COMPACTED TO 90% LARGER THAN 3".
STANDARD PROCTOR. 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
5. SELECT BACKFILL SHALL BE CLASS I, II, OR SHORED, SHEETED, BRACED, OR OTHERWISE
I11 COMPACTED TO 95%PAC STANDARD PROCTOR SUPPORTED IN SHEETED,
BRACED WITH OSHA
WITH TOP 24" COMPACTED TO STANDARD
P% REGULATIONS AND LOCAL ORDINANCES.
STANDARD PROCTOR.
CONCRETE THRUST BLOCK SCHEDULE
PIPE
BEND
SIZE
90 (TEE)
45'
22 1/2'
11 1/4'
INCHES
H
L
H
L
H
L
H
L
2"
.75'
1.5'
.50
1.0
.50'
.75'
.50'
.50'
3"- 4
1.5'
3.0
1.0
2.5
1.0
1.5'
1.0'
1.0'
6"
2.0'
4.0
1.5
3.5
1.0'
3.0'
1.0'
1.5
8"
2.5
5.0
2.5
4.0'
1.5'
3.5'
1.0'
2.5'�
10
3.0
6.5
2.5'
5.0'
2.0'
4.0'
1.0'
3.0''.
12
3.5
8.0'
3.0'
5.0'
2.5'
5.0'
1.5'
3.T
CLASS A CLASS A
3000 PSI 3000 PSI
CONCRETE CONCRETE
SIZE SCHEDULE
I I L-UNDISTURBED
EARTH
PLAN - BEND
TRENCH DETAIL N.T.S. 14 TYPICAL THRUST RESTRAINT N.T.S.
2'-0" MIN. PAVEMENT I, W CONCRETE BASIN W
SPILLWAY PER PLAN SLAB SIZE (MIN.)
8' MIN. 15" 4' 0"
CREST 12" 4'-0"
# 5 WASHED STONE
16" MIN. 18" 4' 6"
RIP RAPS : 24" 5'-0"
FLOW
SECTION A -A
W (SPILLWAY)
MIN 2/3 STREAM WIDTH
1' MIN. BELOW LOWEST
- _ BANK LEVEL (MIN)
x�
SECTION B-B RIP RAP
GENERAL NOTES: FLOW #5 WASHED STONE
1. RIPRAP SHALL BE NCDOT CLASS B. A�
2. LOCATE CHECK DAMS AS INDICATED ON PLAN. ♦7
J
PVC OR HDPE DRAIN
30"
6'-0"
PIPE; SIZE AND
MATERIAL AS SPECIFIED
8" MIN.
ON SCHEDULE
DRAIN BASIN WITH H-25
BACKFILL MATERIAL SHALL BE CRUSHED STONE
RATED STD. PATTERN DUCTILE
OR GRAVEL MATERIAL MEETING CLASS 1 OR 2
IRON GRATE OR SOLID LID;
AS SPECIFIED IN ASTM D2321.
SIZE AND TYPE AS SPECIFIED BACKFILL MATERIAL SHALL BE PLACED
ON SCHEDULE
UNIFORMLY IN 12" LIFTS AND COMPACTED.
TYPICAL INSTALLATION IN PAVEMENT AREAS
DRAIN BASIN WITH STD.
PATTERN DUCTILE IRON
GRATE OR SOLID LID;
MIN. 6" WIDE BY 4" THK.
SIZE AND TYPE AS
CONC. PAD TO BE
SPECIFIED ON SCHEDULE
FORMED AROUND DRAIN
BASIN FRAME.
`\`PVC BODY
PVC OR HDPE `WATERTIGHT ADAPTORS
91 FOR USE WITH ALL
DRAIN PIPE: SIZ`_ PLASTIC PIPING SYSTEMS
AND MATERIAL AS
SPECIFIED ON ELEVATION PLAN
SCHEDULE
TYPICAL INSTALLATION IN YARD OR SIDEWALK AREAS
1/4 TURN FULL PORT -
BRONZE BALL SHUT-OFF
VALVE #1
STRAINER
OPTIONAL
REDUCED PRESSURE
PRINCIPLE ASSEMBLY
CHECK VALVE #2
CHECK VALVE #1;-7
REMOVABLE INSULATED
ENCLOSURE MEETING ASSE
1060 SPECIFICATIONS.
ENCLOSURE TO INCLUDE
DRAIN PORT(S). SEE DETAIL TEST COCK #1
15/C702
Z X
(V p
SLOPE AWAY
FROM COVER,
TYP.
FLOW--'..
LOWEST
POINT
OR RELIEF
VALVE
OUTLET
SUPPORT AND PAD
AS REQUIRED
NOTES:
1. ENCLOSURE SHALL BE PROVIDED WITH UNIT HEATERS.
N.T.S. ( 9) 12.5" REDUCED PRESSURE PRINCIPLE ASSEMBLY
STEEL T POSTS (MIN 5' LENGTH) 2'-0" IN GROUND
Ctypo 0
CLEAN GRAVEL (NCDOT #5
OR #57 STONE) ON A 2:1
SLOPE WITH A HEIGHT OF
16" AROUND THE WIRE.
OTES SMOOTH TO AN EVEN GRADE
1. INSPECT INELTS WEEKLY AND AFTER EACH
SIGNIFICANT (X INCH OR GREATER)
RAINFALL EVENT.
2. CLEAR THE MESH WIRE OF DEBRIS
3. REPLACE STONE AS NEEDED
19-GUAGE HARDWARE
CLOTH
WITH J INCH MESH OPENING
SECURED TO STEEL POSTS
AT TOP, MIDDLE AND
BOTTOM. ALLOW 2' FLAP OF
WIRE MESH UNDER THE
10" ROUND
FINISHED VALVE BOX
GRADE STABILIZER
r 1" QUICK
1aeAaAAeAeae,le I COUPLING VALVE
11
`1
1/4 TURN FULL PORT
BRONZE BALL SHUT-OFF
VALVE #2
TYPE K OR L COPPER TUBING
OR 1" MIN. GALVANIZED STEEL
PIPE FOR MIN. OF 5' ON
EACH END OF ASSEMBLY.
CLEANOUT COVER ASSEMBLY, 4" THK., 3000 PSI -
CAST IRON FRAME WITH BOLTED CONC. PAD TO BE FORMED
OR THREADED, SOLID LID SET AROUND CLEANOUT FRAME.
FLUSH IN A CONCRETE BORDER.
CLEANOUT RISER WITH a
THREADED PLUG
1" IN -LINE CONCR_
CHECK VALVE CRUSHED STONE
1" BRASS NIPPLE
1" SWING JOINT
1° QUICK COUPLING VALVE AND VALVE BOX N.T.S. n TYPICAL CLEANOUT
N.T.S. ( 3
PLAN
YE FITTING
1TERAL DRAIN LINE
ZE AND SLOPE PER PLAN
FLOW _
N.T.S. ( 2
10' MAX.
50 MIN.
TOP STRAND MIN.
PUBLIC STREET
"� "
#10 GUAGE STAY WIRES
#12-1/2
MIN.
GUAGE
EXISTING
�O
GROUND
= _
(A
_
Wo[
Dc
SOIL STABILIZATION FABRIC
3\
UNDER #5 WASHED STONE
z I
_ - -- ---
50' MIN.
_... _.
-
,' r p�
BOTTOM STRAND MIN. #10 GUAGE
Z
x "
to
I
/
J
,r
J
m
,
f
1
I
STEEL OR WOOD
POST
`
1. A STABILIZED ENTRANCE PAD OF 2-3 INCH WASHED STONE OR RAIL ROAD BALLAST SHALL
WOVEN FILTER FABRIC
BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A
NOTES: GROUND LINE
b
PUBLIC STREET.
1. WIRE SHALL BE A MINIMUM OF 32" IN
M
-
FILL SLOPE
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE
WIDTH AND SHALL HAVE A MINIMUM OF
cl
CONSTRUCTION ENTRANCE.
6 LINE WIRES W/12" STAY SPACING.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
2. FILTER FABRIC SHALL BE A MINIMUM OF
MIN.
FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE
36" IN WIDTH AND SHALL BE FASTENED
PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR
ADEQUATELY TO THE WIRE. i­-
l
OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT.
In
O-
ao
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF SELF FASTENER ANGLE a0I
W'N
REMOVED IMMEDIATELY.
STEEL TYPE. o'er
0
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
O
4. WOOD POSTS SHALL BE A MINIMUM OF 6' IN 3
_
ufl
ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA
STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN
DIAMETER. WIRE
HEIGHT AND 3" OR MORE IN DI
DITO
FABRIC SHALL BE FASTENED WOODEN
POST WITH NOT LESS THAN #9 WIRE STAPLES
1-1/2" LONG.
NOTE: ANCHOR FILTER FABRIC SKIRT
GRATE SHALL
AJ PLAN DOMED GRATE BSHALL BEDUSED INALLPLAILE IRON, NTING BEDS.
NOTED OTHERWISE.
TEMPORARY ROCK CHECK DAM N.T.S. 13 AREA DRAIN N.T.S. 10 HARDWARE CLOTH AND GRAVEL INLET PROTECTION N.T.S. O STABILIZED CONSTRUCTION ENTRANCE N.T.S. O TEMPORARY SILT FENCE N.T.S. O
Architecture & Engineering
811 West Hargett Street
Raleigh, NC 27603
C, .........
OR.,•..
S0
Wi
SEAL
J : C-1361
0 : Zpq C-10303
... 1
Land Planning
"„❑,ugry landscape ArdWecture
p�:'FrLSS/0'
✓,9 150 Fayetteville Street
Q r Suite 950
L�� Raleigh, North Carolina 27601
Tel [phone]
�•'�`NGLNE�': Faz919.719.1819
� .DD F �`'��% uvu+.co(ejenestsWne.com
'egcunnu�J`07/10/13
SCO I D#: 07-07054-021
EAST CARO L I NA
UNIVERSITY
SCHOOL OF DENTAL
MEDICINE
COMMUNITY SERVICE
LEARNING CENTER #7
LUMBERTON
LUMBERTON, NC
PROJECT NUMBER 7572-10
DRAWN BY
CHECKED BY _
ISSUE DATE 07/10/13
REVISIONS
MARK DATE DESCRIPTION
DO NOT SCALE DRAWINGS
SHEET TITLE
SITE DETAILS
a SHEET NUMBER
a
Ci 02
m

4" MULCH THROUGHOUT
PLANTING BED
ADJACENT PLANTING—,
AREA OR PAVING
PLANTING MIXTURE
AS SPECIFIED -
8" - 10" DEPTH
GROUNDCOVER DETAIL
-
at v
I —
," DEPRESSION
i05 m---
- �l
mc
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SECTION G-G
VARIES
SEE PLAN
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D = DIMENSION OF PLANT SPACING (SHRUB OR
GROUND COVER) AS INDICATED ON PLAN
M SECTION _H-H
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SECTION E-E
SECTION
F-F
< •N NOTE: USE TYPE "E', "F" AND "G" GRATE
71m p UNLESS OTHERWISE NOTED.
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SECTION. --AA
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SECTION - KK
1840.031
PLANT SPACING DETAIL N.T.S. 14
FRAMES, GRATES, AND HOOD
NOTES
SET ROOT COLLAR
1. RUBBER HOSE MAY BE DELETED IF 3/4" NYLON STRAP IS USED
AT SLOPE LINE
(GUYING OF TREES NOT REQUIRED UNLESS SPECIFIED).
EXISTING SLOPE 12,.
2. REMOVE WIRE OR NYLON TWINE FROM BALL.
�/
NOTE: _
3. INSTALL TOP OF BALL 2" ABOVE FINISH GRADE
SHRUB SHALL BEAR SAME RELATIO
(ADJACENT UPHILL GRADE).
TO FINISHED GRADE AS IT BORE ' _
TO PREVIOUS GRADE EXCEPT IN///�', l
4. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER
AREAS OF COMPACETD FILLS I I
INSTALLATION.
SHRUB TO BE PLANTED 4" - 6'
ABOVE FINISHED GRADE. I
5. LENGTH OF RUBBER HOSE TO BE 2/3 CIRCUMFERENCE
OF TREE.
THIN BRANCHES AND FOLIAGE
(NOT ALL END TIPS) BY 1/3
6. PLACE TWO(2) WOOD STAKES PARALLEL TO STREET.
RETAINING NORMAL PLANT
SHAPE. THINNING NOT SLOPES
7. 4" SAUCER WILL BE OUTSIDE OF BACKFILL.
RFOtIIRFn ON FVFRGRFFNS
4" MULCH THROUGH
PLANTING BED
REMOVE BURLAP FIR
TOP 1/3 OF BALL.
CONTAINERIZED PLA
THEIR CONTAINERS
MOUND TOPSOIL 4"
TO FORM SAUCER
I�7S1.9_lVIN7 �SA97
PLANTING MIXTURE
AS SPECIFIED
SCARIFY TO 12" DE
ALIGN FRAME WITH INSIDE
EDGE OF WALL 70 ALLOW -
FOR VERTICAL ADJUSTMENT i
WALL %CTIOW
SECr:4N - DE
K
l
a-L +-M
L wR
J ^"' now PLAN
3' - 07-R'
WOOD ELEVATION
8. SEE SPECIFICATIONS FOR OTHER PLANTING REQUIREMENTS. 1/4" POLY ROPE OR
3/4" NYLON STRAP
9. THIS DETAIL APPLIES TO SINGLE STEM TREES AND
MULTI -STEM TREES. FINISH GRADE
10. SET TREE IN VERTICAL POSITION PRIOR TO STAKING. TOP OF ROOT BALL TO------
BE 2 ABOVE FINISH GRADE
1"X2"X18" WOOD STAKE
WITH CENTERED 3/8�-
REMOVE TOP 1/3 OF BURLAP,
ALL TREES SHALL
MEET AMERICAN
STANDARD FOR NURSERY
AND ANY NAILS/PINS, ETC.
STOCK (ANSI,
1990, PART 1, "SHADE AND FLOWERING TREES")
REMOVE TOP 2/3 OF WIRE
BASKET WHERE PRESENT
FOR
HEIGHT MAX.
MIN. ROOT
MIN. ROOT
EXAMPLE: CALIPER
(RANGE) HEIGHT
BALL DIA.
BALL DEPTH
UNDISTURBED SOIL LINE
(IF SOIL HAS BEE PREVIOUSLY
2"
12 -14' 16'
24"
16"
DISTURBED, FIRM SOIL UNDER
ROOT BALL)
3"
14'-16' 18'
32"
21"
LEVEL GROUND
SHRUB PLANTING DETAIL N.T.S. 13 TREE PLANTING DETAIL
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PRovial, AWRINLETS OWED G•.5" IN DEPTH WITH STEPS IV
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OPTIONAL CONSTRUCTION UNNNATHIC POUR 2" NEYMY O1 EA SM INWELS AT
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T g P m
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USE FINO FOR THE CONSTINATIOR OF THE WITON SLAM.
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IF REINFORCED CONCRETE PIPE 15 SET IN HUTTON SLAB OF SOX. AM TO SLAB
x a F.
M WON ON STD. W. GAR. DO.
L7 1�r
_ _
1
ODWI ICI WITH PIPE MOVES WATCHING.
INSIALL 2' W!""OLES AS DIRECTED III THE ENGINEER.
"C H T
-- -- - I
INSTALL STONE OUINS, OF A WSHIRW OF 1 CLSIC FOOT OF ND. 7I0 STONE IN 4
CA©
_:
PTIRWG FARRM RAN OR SRAP. AT EACH WEEP LADLE ON AN DIRECTED W THE ENRIMER.
014""A ALL EXPOSED Co WERB 1' .
ORMING PAT TO WALE.
Y-_
PLAN
WITH CRATE 0 FAANE REMOVED
- -----------BRICK COPING( IBCID WEAL)
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FIT IN., IX' SEE NOTE - DOR3-(SEE NOTE) MAX.. PIPE THIS SIDE - T8" m
r SECTION X-X SECTION Y-Y
1840.16] 1840.141
N.T.S. O9 CONCRETE DROP INLET
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SECTION R R
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WIY>WIY DIMENSIONS AYR
RMWNTIt2® AM1 COMCIItYE fJ
IRRr
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__ DEW€_ IONS OF SOX ANO PIPE . _
PIPE SPAW vrwn-�wbin SPD/l _I�1it'-Hi @R;
TOYER
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RUBBER HOSE
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TOUCHING TRUNK)
4" HIGH WATER BERM
r-COMPACT FILL TO
BE BENCHED IN
2 MAX SLOPE
N1
PLANTING MIX
(AS SPECIFIED)
NAtlt N>f CRIA —
NIX° -_ELEVATION _
IN e
w
EXPAINSION JOINT$
PLAN
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TOP
USE ON FLAT ELEV. _.... EXPANSIOR JOINT
GRAMS 2% AND ORDER _I
t
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EXPANSION JOIWT - S O".- NT O _._.
ELEVATION
IOOW,I CURS AND GOTTEN ON LIGHT GRADES
EXPANSION JOINT-.. -NORMAL OUTTEN LINE
S" O"
LAP
USE ON GRAMS A 2\ ff
to FLEW ._`.
_bEPAss= FAFTTER LIRE
GAPANAICN JOINT--
T -n•'
ELEVATION
NORMAL IXARR ATEI GUTTER ON STEEP GRAMS
WEN aft WIN NIEIWTI *1 WITH AN SI1Wt1 �
CL ym. eeNC IA"p®(N7TIpp-
-- --- r - NR`DR:" ONE PTPE -SAW--*- TOTAL TOP eDTTOIT
OTH Rq. LENSTN LOS. SLAS AW 1E NR4a '- _I
CN Rc I
_mot D gas Irii ._c ats D Dee -I
0 gas D s2R o Dz3 n oaE .
3,040
_ a gas I Del a OSS D Dea i
S S_ S 4 39 0 t27 0 _O2/ 143 0.092 0,127
P S R S 48 O AEI D SSE Y 1 }1iy9 132 0.170 I
H Tt __83 0112 0.316 �1 700 1 p it0 0,243 ;
lt" -N 4'-ll`. BP 0 Ia5 0-362 T,U52 P.35 �D.St7 I
It 3_ ,2.11_'�_41 GIRD 0.385-12_3aT!.0G.291 O. 401
-_ RISER HA$ .226 CUSIC YARDS OF GONCREM PER FOOT HEIGHT
'gS1g q�IE.AAO---,
OENERAL NOTES:
'S"
SEE BTO.NO, MO,A9
ITSE CLAM CONCRETE TNN LOVA-
PROVIM Al. CATCH SA THIN A'FR N-s" IN NEPTH WITH STEPS 12"
ON "am. ONE STEPS MICH CSRRLV WITH STD_ IWAgNe E"No.w.
--- TOP SLEYA7ION
OPTEONK CPNSTn naw . wNDLtTNIC PORN, 2' wrow, ON E4 RAN owns AT
Y pI
' -
12- CENTERS AS DIIECTES W THE ENGINEER.
1^'
WE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAS.
IA REINFORCED CONCRETE PIPE IS SET IN NOTION PLAN. ("F SOX, AND TO. SLAW
n+
AS SHOWN ON STD. No. 8410.00.
'E" "F' AND 'G" ORATES 19ALSS 07HEMISE INDICATED.
-
FON D O" IN HEIGHT ON LENS ONE R" WALLA AND NOTTOW SLOE,- OVER
Y'-a' to 16 N" IN HEIONF LIEF W WALLS NOD NNTtDN SLAB, All 1 I
T
\
__- t
QUANTITIES ACCONWINOLY.
NI
CONBTNOCT WITH PIPE COONS MATCHING.
3 ,O'
-am ROTE
CHAAFEA ALL EXPOSED WINNERS /".
$ECTIQN X-X
;WINNING NOT TD SCALF.
0
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SECTION Y-Y N" c-- W"
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1 `-- -• WERE aD' TO 3e- PIPE ER LINE!
I
I "WE So" To SW" PIPE IS OWED
RISER ICI
VARIES
wwm 42" to SIR PIPE IR Limb
DETAIL SHOININ9 METHOD
OF RISE1 CONSTRUCTION
N.T.S. O CONCRETE CATCH BASIN
PLAN
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PLAN SHEET 1 OF 2
840.02
N.T.S. C
EYP/B J A C
Architecture & Engineering
811 West Hargett Street
Raleigh, NC 27603
.ON1�'l & S
da` .> a
W :• <� SEAL r� •.2�
J ; Cr1A
0. Zp C-10303 � C
Land Planning
Landscape
e'•,,Ciw[inneering
,
pF ........ Urban Design
��NDSC
:': �,P q 150 Fayetteville Street
- 4° Suite 950
9 ; 123 Raleigh, North CxWiw 27601
LP = * = Tel [phone]
Z FaX[phone]
Iv ete.Loleleneststonesom
p�rFF ••u1usti `�07/10/13
SCO I D#: 07-07054-021
EAST CAROLINA
UNIVERSITY
SCHOOL OF DENTAL
MEDICINE
COMMUNITY SERVICE
LEARNING CENTER #7
LUMBERTON
LUMBERTON, NC
PROJECT NUMBER
7572-10
DRAWN BY
_
CHECKED BY
_
ISSUE DATE
07/10/13
REVISIONS
MARK DATE
DESCRIPTION
DO NOT SCALE DRAWINGS
SHEET TITLE
SITE DETAILS
SHEET NUMBER
a
m
C703

TEMPORARY SEDIMENT TRAP
DESIGN CRITERIA
DRAINAGE
AREA
< 5 AC.
(ACRES)
MIN.
LENGTH TO
2:1
WIDTH RATIO
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
DISTURBED)
435
SURFACE
(SO, FT.
AREA
PER CFS
REQUIRED
INFLOW -
STRUCTURE
PLAN VEW
010) AVERAGE = AREA*
WIDTH W LENGTH
* AREA OF BASIN WATER
SURFACE AT TOP OF
PRIMARY SPILLWAY
CFK)B$'
INFLOW
STRUCTURE
DEWATERING
ZONE
SEDIMENT
STORAGE ZONE
DATA BL=
SEE NOTE 13 DETAIL 11 THIS SHEET I'
6" MAX. DEPTH OF FLOW
OVER EMERGENCY SPILLWAY
MIN. 1'
MIN.
BAFFLE
L
3rd BAFFLE:
HARDWARE CLOTH
SURROUNDING
SKIMMER
!W,9:7L13dJWJ1
EMERGENCY
SPILLWAY
EMBANKMENT
T
NOTES:
1. REFER TO NCESCPDM
SECTION #6.60 FOR
ADDITIONAL DESIGN
SPECIFICATIONS
REGARDING
TEMPORARY SEDIMENT
TRAPS.
EMERGENCY
SPILLWAY (ONLY)
AS INDICATED
TRAP NO.
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q1U
AP VOLUME
P RFA
CLEANOUT
DEPH 2(FT.)
H
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
X
(FEET)
REQUIRED
(CUBIC FT.)
PROVIDED
(CUBIC FT.)
R QUIREp �SQVFD�D
(SQ FT.)
1
1.888
1.888
9
6,797
9,563
3,915 5,226
.75
2-5
1C
1
5
7
TEMPORARY SKIMMER BASIN
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED,
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
7, SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
S. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD
ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN
DIMENSIONS.
9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING.
BAFFLES SHALL BE INSTALLED IN ALL BASINS.
11. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
12. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION
HAS BEEN GRANTED BY THE EROSION CONTROL INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN
ESTABLISHED.
13. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACED AT
THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50, OF BUFFER
IS NOT PROVIDED,
GENERAL NOTES -SKIMMER BASINS
FIRST BAFFLE IS TO BE
CONSTRUCTED OF RP RAP
AND j5 WA41ED STONE
MITHN MNXMUM HEGHT OF
S AND TOP WIDTH OF r
COIR MESH BAFFLE (TYP.)
SEDIMENT PIT
EARTH BERM
9.,wF AREA
DRST aHA m
Z5A aF SURFACE AREA
gcoao cHAMsrlr
25Z K SURFACE AREA
WRFT ZONE
15X oF WITFACE AREA
PERSPECTIVE VIEW
NOTES-
1. ,
DRIVE STEEL FENCE POST AT LEAST 24"
INTO SOLD GROUND.
2. WOOD POSTS ARE NOT ACCEPTABLE.
3. USE STAPLES 1' APART TO ATTACH
FABRIC TO "HOG WIRE"
4. BAFFLE SPACED AS PER APPROVED PLAN.
5. BAFFLE MALL BE COIR MESH OR SIMILAR.
STAPLED OR TRENCHED INTO BOTTOM OF
SIDE.
4' MAX.
8ETWEEEN POSTS
HOG WIRE ATTACHED �' /
TO POSTS WITH `\\III---�WIRD SELL META
LENGTHS OF WIRE WIRED SECURELY'
VERTICAL POSTS
BAFFLE INSTALLATION - STEP 1
BAFFLE INSTALLATION
NOTES:
1. REFER TO SHEET C601 FOR PLANTING REQUIREMENTS. EXTEND EROSION CONTROL
2. 4-6 INCH LAYER OF AMENDED TOPSOIL IS REQUIRED IN ALL PLANTING AREAS. LINING FROM OUTFALL
3. FOR TEMPORARY SEDIMENT BASIN, CONNECT SKIMMER OUTLET TO 6" PVC. CHANNEL UP & OVER
10 YEAR LEVEL = 134.65
c7 CR LEVEL = 134.4
SEASONAL HIGH -
WATER TABLE
ELEV. 134.00t
FOREBAY
LOW
MARSH WETLANDS
HIGH MARSH
BASE OF FOREBAY
ELEV. 130.50, TYP.
SPILLWAY (NORTH AMERICAN LINING PER SCHEDULE
GREEN SC150)
5'
TOP OF BERM MIN. TOP WIDTH, W
ELEVATION = 135.50
7
,�,..:. .,..�... _. _ SPILLWAY
ELEVATION = 134.50
VEL = 134.20 PERMANENT
POOL L `. INV. OUT 133.50
=133.50
OUTFALL
CHANNEL
CONC. STABILIZER
INSTALL CAP W/ AT PIPE OUT; SEE
1" TAP FOR 1" PVC DETAIL
BASE OF DEEP POOL INLET; TURN DOWN
ELEV. 130.50, TYP. PIPE TO PLACE INLET 6" PVC OUTLET
MIN. 6" BELOW PIPE THROUGH
PERMANENT POOL BERM
PROFILE approved Storm Water Permit DOCument*
6" PVC OUTLET onstructlon in accordance with these documents Is
FINISHED GRADE NOT TO SCALE equired b the stormw=le Y Pr uerrr.it North Carolina
AT CHANNEL ^: �r m designer
CJ\ 3500 PSI CONCRETE inspect di Ir
CONCRETE STABILIZER DETAIL
NOT TO SCALE
N.T.S. �2 WETLAND SECTION
PVC ELBOW
PVC END CAP
WATER SURFACE
PVC END CAP
PVC PIPE SCHEDULE 40
1/2" HOLES IN - 1.5" PVC PIPE
PVC TEE UNDERSIDE
N.T.S. (11) SEDIMENT BASIN SKIMMER
FABRIC FOLDED
OVEAFABRIC
POS
HORIZON
FENCE ABURIED
I6"x6"
TRENBACKFILLED
COMPACTED
SECTION AT
OPENING
TOP OF BAFFLE SHOULD BE
6" HIGHER THAN THE BOTTOM
OF THE SPILLWAY
FIELD ADJUSTMENT INSTRUCTIONS
1. REMOVE THE BODY FROM THE
TOP OF THE INDICATOR POST
ASSEMBLY.
2. CUT THE REQUIRED LENGTH OF
THE BOTTOM OF THE STANDPIPE
FOR THE GROUND LINE TO MATCH
UP WITH THE STANDPIPE GROUND
LINE MARK.
3, CUT THE 1" SQ. EXTENSION AT A
DISTANCE OF 9" ABOVE THE TOP
OF THE STANDPIPE.
4, SET THE "OPEN" AND "SHUT"
TARGETS FOR THE APPROPRIATE
VALVE SIZE.
5. REATTACH THE BODY TO THE
TOP OF THE INDICATOR POST
ASSEMBLY.
N.T.S. 10 I POST INDICATOR VALVE
FLEXIBLE
HOSE
CONNECT TO
BASIN OUTLET PIPE
BOTTOM WIDTH, B
SECTION LOOKING UPSTREAM
6" MIN.
FREEBOARD
DITCH
LONG. SLOPE
(FT/FT)
BOTTOM
WIDTH 8
(FT)
SIDE SLOPE
MIN.
DEPTH OF
LINING, D
(FT)
MIN. TOP
WIDTH, W
(FT)
LINING TYPE
LINING
THICKNESS,
T (IN)
ZL
ZR
A
PER PLAN
5
2
2
1
12
North American Green SC150
-
B
PER PLAN
2
3
3
1
4
North American Green SC150
-
,1!±v with
the plans en,, .. a with the
storrnwater rules. (15A INCAG 2f I Ju , ())
pemq # 5l,/ ei0loo Date'
ate i Uq Al
NC Division Of /i''rrS
>hQe4#_ G O Revision Dat -e (µ�
N.T.S. O TYPICAL DITCH SECTION N.T.S.
z
-I1 La
2/3Do
.. 0.00% SLOPE --->
FILTER FABRIC IS TO BE USED �
PROF] N 3
SECTION A -A
"C" ENCLOSURE La
1:2 SIDE ANGLE FOR LOW TAILWATER 2
t5 SIDE ANGLE FOR HIGH TAILWATER t -
r.---r-.-'`
,TER ENTRY UNIT
PVC VENT
PIPE
0
PVC TEE
ERW VIEW
SCHEDULE 40
_
PVC PIPE
- -
NOTES:
1.
SEE TABLE BELOW FOR RIPRAP SIZE,
LENGTH, WIDTH AND DEPTH OF APRON.
2.
RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2.1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
3.
THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
ORIFICE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
PLATE
4.
THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
5.
ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
6.
THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
7.
NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL
BE PERMITTED.
N.T.S. ( 5
STRUCTURE
PIPE DIA
010
UPST. W
Lo
DWSTR. W
d50
dMAX
Depth
NCDOT CLASS
FES-3A
18"
9 CFS
4.5'
5'
9.5'
1"
6"
12"
A
GRAVEL AND RIP RAP APRON
PVC
FINISHED GR
3"X4"
DOWNSPOUT_
SEAL AROUND
JOINT
CAST-IRON
DOWNSPOUT
ADAPTER -
CLEANOUT-'
90' BEND
PVC
N.T.S. ( 2
FACE
N.T.S. 4 ROOF DRAIN DETAIL W/ CLEANOUT N.T.S. ( j
EYP/B J AC
Architecture & Engineering
811 West Hargett Street
Raleigh, NC 27603
L,4T� �iG�
ED�P
SEAL 111
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Land Planning
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Landstve Architecture
'oF`•'FESS/0 �2''.
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150 Fayetteville Street
Q L r' • =
Suite 950
��• _
aleigh, North Carolina 27601
• '
Tel [phone]
:FNG I F
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erruu nn1%'AA07/10/13
SCO I D#: 07-07054-021
EAST CAROLINA
UNIVERSITY
SCHOOL OF DENTAL
MEDICINE
COMMUNITY SERVICE
LEARNING CENTER #7
LUMBERTON
LUMBERTON, NC
PROJECT NUMBER
7572-10
DRAWN BY
_
CHECKED BY
_
ISSUE DATE
07/10/13
REVISIONS
MARK DATE
DESCRIPTION
DO NOT SCALE DRAWINGS
SHEET TITLE
SITE DETAILS
< SHEET NUMBER
a
m
C704
0

EYP/B J A C
C
L
NEW WIDTH VARIES (24'—
EXISTING t20'-6"
PAVED
EXISTING EASTBOUND LANE
SAWCUT AND REMOVE OUTSIDE 1' OF EXISTING PAVEMENT AND
REPLACE WITH FULL DEPTH ASPHALT FOR PROPOSED WIDENING.
WIDENING WIDTH
VARIES
0'-12'
SEE PLAN
0
Lo
TYPICAL TURN LANE SECTION
Architecture & Engineering
811 West Hargett Street
Raleigh, NC 27603
NOTES:
1. HYDRANTS SHALL CONFORM TO CITY OF LUMBERTON STANDARDS.
z .: /3 WASHED 'ADJUSTABLE
'-:STONE C.I. VALVE BOX
a 90' BEND 6" C.I. M.J. VALVE 6" C.I. TEE
6" C.I. WATER MAIN
O
0 3000 P.S.I.
1 CONCRETE PAD
5........ ST0
3/4" COATED ROD
�'F
°
SEAL151
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2'-0"
0
0*.. "
2' 0" MIN. VARIABLE
pv•;�+cAe°:''
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N.T.S.
FIRE HYDRANT O
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5" STORZ CONNECTION
POST INDICATOR PER 4/C704 30 DEGREE FIXED
.'�� Ess '-
F O'•.%i
Z.: QO '�y ;y 150 FageCteville Surd
DETAIL ��
(NON —SWIVEL) W/ CAP
_ Q L = Suite 950
W/ CHAIN;
— Raleigh, North Carolina27601
-
Te1919. 719. 1800
EXISTING
R/W
FINISH GRADE TO SLOPESECURED
; ORIENT TO FACE DRIVEWAY
AWAY FROM COVER
Ail,
Fox 919.
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3
1
ROADSIDE DITCH
CROSS SECTION VARIES SEE
GRADING PLAN
PRECAST CONCRETE VAULT FOR POST INDICATOR VALVE AND FDC
PROVIDE SWING CHECK VALVE
WITH INTEGRAL BALL CHECK DRAIN
PRECAST CONCRETE VAULT
APPROXIMATE INSIDE DIMENSION
3'W x 5'L x 4'D TO ACCOMODATE
EQUIPMENT. CONTRACTOR TO
SUBMIT SHOP DRAWINGS FOR APPROVAL
SUMP DRAIN
MIN 1 CF GRAVEL AT SUMP
N.T.S. ( 2
NOTES:
1. BIKE RACKS SHALL BE 2-7/8" DIAMETER INVERTED 'U'
"BIKELOOP-ING" AS MANUFACTURED BY WEBCOAT, INC.,
AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
2. ALL RACKS TO HAVE BLACK MATTE FINISH.
3. ALL DIMENSIONS SHOWN ARE MINIMUM.
2-7/8"" DIA. SCH. 40 4'-0"
GALVANIZED STEEL PIPE
TYID.
CORE DRILL 1"
LARGER THAN �) PIPE DIA. hn i
INN'M N111011M
Q,
EDGE OF SLAB
2'-9"
2'-9" TYP.
6'-0"
4" - 3500 PSI
CONC. SLAB
WALL OR BUILDING FACE
PLAN VIEW
TURN LANE TYPICAL SECTION N.T.S. INVERTED 'U° RACK FOR BICYCLE PARKING N.T.S. O
SCO I D#: 07-07054-021
EAST CAROLINA
UNIVERSITY
SCHOOL OF DENTAL
MEDICINE
COMMUNITY SERVICE
LEARNING CENTER #7
LUMBERTON
LUMBERTON, NC
PROJECT NUMBER 7572-10
DRAWN BY
CHECKED BY _
ISSUE DATE 07/10/13
REVISIONS
MARK DATE DESCRIPTION
Aj 07/22/13 ADD. 1 - NCDOT COMMENTS
DO NOT SCALE DRAWINGS
SHEET TITLE
SITE DETAILS
< SHEET NUMBER
d
m
C705
0