SW6120603_APPROVED PLANS_20120621

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 4:2�3
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
&?�
YYYYMMDD

[phone] FAX [phone]
PN - 2012.09

FXJSTING D/W
Sewer Manhole -
rnv. -100. 6
Inv.=97.4
Inv,-95-6 (r)
Curb Inlet
r0p-ss.4
T(box FuII
DebrrsJ
EXIS77NG D/W
Ld
Sewer Manhole
Top=98.1 -
Inv.=85.1
ERWIN RD.
SR 1718
aU1
zj
z o SITE
v
SR 1844
SUSAN TART RD.
!� OR. aeRrxwrar oUDErr
Wed Bbok 109'3 P09e 474
EX7STING D/W
WCINITYMAP
ER _ N.T,S.
- EX SPRUCE BUFF
€ Q -
i , WOODED
I . `., to• _.__._ ... - s s7•s2't6- E ass. ra' _ \
-... Q .anew: -----`�•-- � �� �- � ._, ''� _ -`...yam s�- .__.__.. _ ___ ...�««:•
Wed Book 1726 Page 837
CL
J _
_
x PROP. t19,851 S.F, GFA
I � � ONESTORY
GRASSY VEG'ErATM
I MEDICAL OFFICE BUILDING 1 O --,,, ��
wmv saw PrnaEs �, r '
I - --
4 f J
' -� - � � y I II
' • •• I lei 1 ? i'- f
• i 1
II
N 87'3326"
BLD ASPHALT I I WOODED
F.F.-98.65 '
ASPHALT F.FgL97 60 !.
rr"
IIr _ -... ... r �• ;• r I `� BETSY "NEON hWRTAL ACM00RrTY
Deed Book 1W2, Page 248
SOIL
j \ STOCKPILE
I" '4 ill , AREA
o �
LN
iii
d SITE NOTES:
1. PIN: 1506-96-9959.000
I I m DB. 01644 PG. 0001
SITE AREA- 15.00 AC. TOTAL
4 �l 2. SITE ADDRESS: TILGHMAN DRIVE
i I i 11 I DUNN, NC 28334
® - 1
3. PROPERTY ZONING.- Ol
PROPOSED USE.' MEDICAL OFFICE
Sewer anhole \ ` i , ` ; .•1 EXISTING USE: VACANT
ao •�
Top'=95.0
ASPHALT i
r Inv'=89.2 r ; 4. TOTAL BUILDING GFA = 19,851 f S.F.
f
,I L TOTAL USABLE TENANT AREA = 17,774 5 F.
� r _ LARGER PINES
J
� I ItIIi
5. PARKING DATA:
(3
` -- -- I REQUIRED FOR OFFICE. 1 SPACE PER 200 sf = 89 SPACES
�, TOTAL PARKING PROVIDED: 96 SPACES
I
- H.C. PARKING REQ'D: 4 SPACE
ASPHALT ASPHALT S 87 52 16 E 921.90
-" - N.C. PARKING PROVIDED: 4 SPACE (VAN ACCESSIBLE)
- BLDG ASPHALT LOADING SPACE REQ D: 1 - 12 x25'
,
F.F.=95.37 WOODED 11' 6. SETBACKS:
" FRONT SETBACK: 20'
` SIDE YARD: 10'
1 REAR YARD: 10'
o I � NEW CENTURY BANK BUFFER: 20 REAR� HAITI PROPERTIES, LLC � MAX BLDG. HEIGHT. 35'
Deed Book 2739, Page 43fi CASPER TART, JR.
Deed Book 2458, Page 257 Deed Book 330, Page 383 7. WATERSHED: N/A
i 8. FEMA FLOOD:
THIS PROPERTY IS NOT LOCATED IN A FEMA FLOOD ZONE.
9_ SURVEY TOPO INFORMATION PROVIDED BY.• JOYNER PIEDMONT SURVEYING
P.0- BOX 115. DUNN, NC 28334 PH. 910-892-2511
10. IMPERVIOUS CALCULATIONS:
EX. IMPERVIOUS = 0 S. F.
PROP. BUILDING = 20,146 S.F.
PROP. ASPHALT & SIDEWALKS = 42,184 S.F.
TOTAL PROPOSED IMPERVIOUS = 63,330 S.F. = f 1.43 AC.
IMPERVIOUS PERCENTAGE' 1.43 AC. / 5.00 AC, = 28.62X
CALL ULOCO
BEFORE YOU DEG
1).
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES 40
USING FLAGMEN, 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.
1-800-632-4949
4).
SHORING WILL BE ACCORDING TO OSHA TRENCHING
STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
AVOID UTILITY DAMAGE
GRAPHIC SCALE
20 40 60
( IN FEET )
1 inch = 40 ft.
160
1-800-632-4949 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
AVOID UTILITY DAMAGE STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
REV. NO.
hm.
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[phone] FAX [phone]
REVISIONS
DATE
v ir7 '['` 0.0 feO*
c�S L WP
�!lrrrrllll�y1�
336-774-9127
UYP1KK lLL 011L
- MSL -
PROJECT NO:
2012.09

m
EXISTING D/W
EXISTING D/W
CALL ULOCO
BEFORE YOU DIG
1-800-632-4949
AVOID UTILITY DAMAGE
0
1
I
C7
c�
+ I
cf ') e
f
I
CO
1
2'-6" STANDA CUR & UTTER
1 OQ
i
I
I
4
EXISTING D/W
f 00
I
i, � { "� [ •
F"'I"- �^� ""�'•a..� ���1k �� � - �>< >���ii�l'i(A-IYXti� ��,1 �� �-��y�iy\I�:;�y(C F,.1
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Ill
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F—
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I
I
I
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1
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EL
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION,
2), CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN. 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 AMMENDED.
T
DR. IBRRAHIM OUDEH
Deed Book 1095, Poge 474
-
EX. SPRUCE BUFFER
%r; PR a
���. 1, P. 1' 6 —r4 J' � l� '� 4 f„ �• �- �� {��..
_30'y' Xi j ' 3'r
Y N
° 02 k'AD . � f � x> > t �
' 2'-6" STANDARD CURB & GU PRO 20 UTIL! ESM �� •�,}G ,
w - W W
PROP. FIRE HYDRANT W W W \ Vf�
ASPHALT PARKING & W W r. t 7 hr
yI I: W MANEUVERING AREA "7 a W W{ I
PROP. OXYGEN -ar
N PROP. 20 TANK PAD
UTILITY_ F�b1�
\ --.'
�r
\.;
G pRU. W/ 1 'VWt R GV.
ACCESSIBLE PARKING SHALL BE IN -
``� CONFORMANCE WITH ADA & HARNETT
COUNTY CODE (TYP.)� -
�- -- — -- PROP. 20' S.S. ESMT. t,
its L r "y PROP.
--•- S SSMH
.ss SS4.
SS 558.
ss
U ➢ f
111r 1,?'x25_ PROP. 20' S.S.
fY LOADING
I AT, ' PROP. 2-1/2" RPZ • • � • • ° � t � 9 � �U,
#? PROP. 2" RPZ
PROP. 2" ° • 4 ° ti,�a :;
WATER METER s 1 Of
L t I a WATER QUALITYAREA
� 1 O V�
o �fi'k PROP. f19,851 S. F. GFA
z ONESTORY 25'
S 87'52' 16 " E 883. .
r
20 1XV
MEDICAL OFFICE BUILDING (TyP)P (n'P.),,� l
�2
10�% l
yCJrFIr (( r j
6 - r
FOO�;— FFOC— FO FOC— FOC— FOC-- FOC— FOC— FOC— FOC— FOC— FOG— FOC— FOC— FOC-- FOC— FOC— FOC
1 f,FRh1"', i%
G G- G 10' SIDEYARD G�'Fd
a _
T T T T �� --- G G G G G G--- G G T. ti,� T T } sI C --
T T T--�r��� E` G— G o
EE F E E E� E Ear— E
EXISTING TILITIES TO BE H
RELOCATE BY OTHERS f
f AS NECE SARY m
j
JJJ
I l
BLDG
I F.F.=98.65
1 ASPHALT BLDG
F F= g 7
0
I
1 I
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
I inch = 20 ft^
BO
FUTURE
ASPHALT
7ERWIN RD.
SR 1718
FN
Z SITE
SR 1844
SUSAN TART RD.
f WCINITYMAP
I N.T.S.
LEGEND
^�
\�� I
LARGE MATURING TREE
�%
ORNAMENTAL TREE
t
SHRUB
HEAVY-DUTY ASPHALT
SITE NOTES:
1. PIN: 1506-96-9959.000
DB. 01644 PG. 0001
SITE AREA: t5.00 AC. TOTAL
2. SITE ADDRESS: TILGHMAN DRIVE
DUNN, NC 28334
3. PROPERTY ZONING: 01
PROPOSED USE: MEDICAL OFFICE
EXISTING USE: VACANT
4. TOTAL BUILDING GFA = 19,851f S.F.
TOTAL USABLE TENANT AREA = 17,774 S.F.
5. PARKING DATA:
REQUIRED FOR OFFICE 1 SPACE PER 200 sf 89 SPACES
TOTAL PARKING PROVIDED: 95 SPACES
H.C. PARKING REQ D: 4 SPACE
H.C. PARKING PROVIDED: 4 SPACE (VAN ACCESSIBLE)
LOADING SPACE REQ D: 1 - 12'X25'
6. SETBACKS:
FRONT SETBACK. 20'
SIDE YARD: 10'
REAR YARD: 10'
BUFFER: 20' REAR
MAX BLDG. HEIGHT: 35'
7. WATERSHED: N/A
6. FEMA FLOOD:
THIS PROPERTY IS NOT LOCATED IN A FEMA FLOOD ZONE.
9. SURVEY TOPO INFORMATION PROVIDED BY' JOYNER PIEDMONT SURVEYING
P.O. BOX 115, DUNN, NC 28334 PH. 910-892-2511
10. IMPERVIOUS CALCULATIONS:
EX. 1MPERWOUS = 0 S.F.
PROP. BUILDING = 19,388 S.F.
PROP. ASPHALT = 40,137 S.F.
PROP. SIDEWALKS = 2,120 S.F.
FUTURE PARKING = 4,566 S.F.
TOTAL PROPOSED IMPERVIOUS = 66,211 S.F. = f 1.52 AC.
IMPERVIOUS PERCENTAGE: 1.52 AC. / 5.00 AC. = 30.40Z
—L ---�
LA THAM- WAL TERS ENGINEERING, INC.
16507-A NOR THCROSS DRIVE
HUNTERSVILLE, NOR THCAR OLINA 28078
(701¢)895-BABA FAX(70¢)2374362
N 1ICA' �,
:F'°S°° '
_
SEAL =
e =
18584 g
�� ,° �/6/ =
;��°°•�;tiGeN ��"' F.�,��
', FPS ��� �
�'/�,��rrrL I INN�
DEVELOPER:
8UMMIT HEALTHCCARE GROUP, LLC
390 C SO UTH STRATFORD ROAD
WINS TON-SALEM,1`'C 27103
336-774-9127
HARNETT HEALTH
MEDICAL OFFICE PARK
TILGHMANDRIVE, DUNN NORTH CAROLINA
'
DATE:
T E 2012
SHEET
��
SCALE•
1 " = 20'
N
DRAWN JLW8Y.
SITE PLAN
CHECKED BY.
MSL
1
REVISED SITE FOR OXYGEN PAD INCLUDES
6114112
D/W WIDTH, & PARKING LAYOUT
REV. NO.
REVISIONS
DATE
PROJECT NO:
2012.09
' 3). ALL PAVEMENT CUTS. CONCRETE OR ASPHALT. ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
k) ( IN FEET )
1-800-632-4949 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING I inch = 20 ft.
AVOID UTILITY DAMAGE STANDARDS PART 1926 SUBPART P. OR AS AMMENDED.
1
REVISED SITE FOR OXYGEN PAD INCLUDES
6 14 12
D W WIDTH, & PARKING LAYOUT
LATHAM-WALTERS ENGINEERING INC. SEAL
16507-A NOR THCROSS DRIVE j 8584
�E
HU.NTERSVILLE, NORTH CAROLINA 28078 ':,���•FlIG eNE� ������
[phone] FAX [phone] %,�lSl L,
390 C SOUTH STRATFORD ROAD
WINSTON-SALEM, NC 27103
336-774-9127
" I TILGHMANDRIVE, DUNN, NORTH CAROLINA
SITE PLAN
DRAWN BY
JLW
CHECKED BY.•
MSL

i..S".
1 jlr i i�S•, t: ��
EXISTING D/W
BENCHMARK EX. SS
RIM, ELEV. 100.60
EXISTING D/W
CALL ULOCO
BEFORE YOU DIG
1-500-532-4949
AVOID UTILITY DAMAGE
RELOCATED BY OTHERS
AS NECESSARY
DRAINAGE SCHEDULE
(10 year stormwl 5 min. time of concentration)
STRUCTURE
SUB- TOTAL C
I C x I Qtotal
INVERT ELEV.
Q PIPE SZE PIPE
SLOPE
VELOCITY
CHECK
FROM RIM TO
AREA 'AREA '.
(CfS)
UPPER LOWER
CAPACITY (INCHES) LENGTH
(%)
FPS
CA PACffY
ELEV..
(AC) ' (AC)
(FEET)
DI - 1 97.10 FES 1
0.91 0.91
0.80 7.96 6.4. 5.79
94.75 94.00
6.10 15 98.
0.77
4.97
0.30 .
Detention 96.50 FES 2
From Hydrocad
1.62
92.70 92.00
5.00 15 136
0.51
4.08
3.38.
DMlculvert 96.93 CB-1
0.10 0,10
0.80 7,96 6.4, 0.64
96.93. 96.48
8,11 18 88
0.51
5.01.
7.47.
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, 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 AMMENDED.
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft
BO
NOTE. ALL SPOT ELEVATIONS ARE EDGE
OF PAVEMENT UNLESS OTHERWISE NOTED.
S 8 7*52 ;16 " F
-
SR 1844
SUSAN TART RD.
I VICINITYMAP I
N.T.S.
DEVELOPMENT NOTES:
I. DEVELOPER: SUMMIT HEALTHCARE GROUP, LLC
390-C SOUTH SMTFORD RD.
WINSTON-SALEM, NC 27103
2. PARCEL PIN: 1506-96-9959.000
J. DEED BOOK: 01644, PAGE: 0001
4. COUNTY: HARNETT
5. TOTAL PARCEL AREA: 5 AC.
6. DISTURBED AREA: 2.19 AC.
7, SURVEY TOPO INFORMATION PROVIDED BY. JOYNER PIEDMONT SURVEYING
P.O. BOX 115, DUNN, NC 28334 PH. 970-892-2511
NOTE. SEE DETAIL SHEET 4.0 & 4.1 FOR ALL EROSION CONTROL DETAILS.
DEVELOPER: HARNETT HEALTH DATE:
, JUNE 2012 SHEET
o�- F °S° MEDICAL OFFICE PARK SCALE.•
L - , = _°e 8 UMIT HEAL 1 HCARE LTR®UP9 LLC 1 " 20'
LATHAM-WALTERS ENGINEERING, INC. ° SEAL o TILGHMAN DRIVE, DUNN NORTH CAROLINA
° 18584 0 390 CSOUTHSTRATFORDROAD ' DRAWN BY. C�a ®
16507-A NORTHCROSS DRIVE
c- 0 6/�/ ; � � WINSTON SALEM, NC 27103 JLW
HUNTERSVILLE, NORTH CAROLINA 28078 ,9�°°°F�4C�NE��°�F. GRADING c& DRAINAGE PLAN CHECKED BY.
336-774-9127
[phone] FAX [phone] ��'1r, `1 L • W, PROJECT N0:
REV. NO. REVISIONS ��1'II+II+��`��
DATE 2012.09
r
1-tSW-bJL-aa4y t STANDARDS PART 1926 SUBPART P, OR A5 AMMLN/+ III r } I +-, + - p 1 i� Ir I``• ���ti �� l,,+� r y i�.,,
t:V• t, (�
AVOID UTILITY DAMAGE
REV. N0. REVISIONS DATE cv r c. vy

EXTEND EXISTING
16" RCP BY 26'
INV. 98.00
EXISTING D/W
BENCHMARK EX. SS -
RIM, ELEV. 100.60
EXTEND EXISTING
18 " RCP BY 30'
INV. 98.52
EXISTING D/W
CALL ULOCO
BEFORE YOU DIG
1-800-632-4949
AVOID UTILITY DAMAGE
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, 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 AMMENDED.
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
BO
EXISTING SOILS:
WaB - WAGRAM
NoB - NORFOLK
S 87"52' 16 E 883. ,
I v o / jo 25
ERWIN RD.
SR 1718
c�
z rn SITE
0
Q
SR 1844
SUSAN TART RD.
I WUNITYMAP I
N.T.S.
DEVELOPMENT NOTES:
1 • DEVELOPER: SUMMIT HEALTHCARE GROUP, LLC
390-C SOUTH STR4TFORD RD.
WINSTON-SALEM, NC 27103
2. PARCEL PIN: 1506-96-9959.000
J. DEED BOOK: 01644, PAGE.0001
4. COUNTY: HARNETT'
5. TOTAL PARCEL AREA: 5 AC.
6. DISTURBED AREA: 2.19 AC.
7. SURVEY TOPO INFORMATION PROVIDED BY. JOYNER PIEDMONT SURVEYING
P.O. BOX 115, DUNN, NC 28334 PH. 910-892-2511
NOTE: SEE DETAIL SHEET 4.0 & 4.1 FOR ALL EROSION CONTROL DETAILS.
E"--
,DEVELOPER: HARNETTHEALTH DATE:
MAY 2012 SHEET
;Ns ° MEDICAL OFFICE PARK SCALE:
--SZ z 8UMMIT HEALTHCCARE GR0UP� LLC 1 " = 20'
LATHAM-WALTERSENGINEERING, INC. ° SEAL = TILGHMANDRIVE DUNN NOR TH CAR OLINA
° 390 C SD UTH STRATFORD RQAD ' DRAWN BY ��°
�� JLW
e °
16507-A NOR THCROSS DRIVE - ��° 5/I.4/; �t = WINSTON-SALEM, NC27103
HUNTERSVILLE, NORTH CAROLINA 28078 %�?9°°°fI!C�N�:�°�F. DRAINAGE AREA NIAP CHECKED BY.
336-774-9127
[phone] FAX [phone] S' L . WPC' \ PROJECT NO:
REV. N0. REVISIONS
DATE 2012.09
AVOID UTILITY DAMAGE
It 0 ,
{
IF r r f Ifrl''',r�i'•.� l L+ .i
�� 'r.
r''i.•�
;1''i,r't,.
5_ l'If �,
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, 'l
•� i i j I41
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! 1 ! 1 ' 1
� , ,
S t ,
I�
REV. NO.
REVISIONS
DATE
m
rr vWC L. I IYV:

NOTES:
1. ALL LANDSCAPING MATERIAL SHALL BE INSTALLED IN
ACCORDANCE WITH ACCEPTED PLANTING PROCEDURES PRIOR
TO THE ISSUANCE OF A C.O.
2. THE OWNER, OCCUPANT, TENANT, OR AGENT SHALL BE
JOINTLY AND SEVERALLY RESPONSIBLE FOR THE MAINTENANCE
OF ALL LANDSCAPING. LANDSCAPING SHALL BE MAINTAINED IN
A GOOD CONDITION SO AS TO PRESENT A HEALTHY, NEAT
AND ORDERLY APPEARANCE. PROPER MAINTENANCE SHALL
INCLUDE WATERING, WEEDING, MOWING, MULCHING, FERTILIZING,
AND PRUNING. ANY DEAD OR DAMAGED LANDSCAPING
MATERIAL SHALL BE PROMPTLY REPLACED WITH MATERIALS OF
AN APPROVED SIZE AND TYPE.
J. TREES PLANTED AND RETAINED TO FULFILL THE
REQUIREMENTS OF THIS ORDINANCE SHALL BE PERMITTED TO
ATTAIN THEIR NORMAL, MATURE SIZE, TREES SHALL BE
PRUNED ONLY AS NECESSARY TO PROMOTE HEALTHY GROWTH
AND PREVENT HAZARDOUS CONDITIONS.
4. ALTHOUGH NOT REQUIRED, PLANTINGS ARE RECOMMENDED
TO BE SELECTED FROM THE RECOMMENDED CITY OF DUNN
PLANT LIST. ALL PLANTINGS ARE REQUIRED TO BE SUITABLE
FOR THE DUNN AREA CLIMATE.
CALL ULOCO
BEFORE YOU DIG
1-800-632-4949
AVOID UTILITY DAMAGE
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, 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 AMMENDED.
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
I inch = 20 ft.
80
'DRANT
BLOWOFF
LEGEND
�
LARGE MATURING TREE
4'
ORNAMENTAL TREE
x?1
SHRUB
f� y�
3/4- NYLON STRAP
ROOT CROWN TO
BE AT FINISH GRADE
4" HIGH / 6" WIDE MAXIMUM
BERM OUTSIDE OF ROOTBALL
I" WOOD STAKES -
--D 3/8" HOLE
IE WITH STRAP
CED AROUND TREE
REMOVE TYPICAL EXCESS SOIL
FROM ROOT CROWN
REMOVE TOP 113 BURLAP
AND ANY NAILS/PINS, ETC.
REMOVE TOP 1/3 OF WIRE
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET ROOT CROWN '
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL.
VARIES
ERWI N RD.
SR 1718
SR 1844
SUSAN TART RD.
I VICINITYMAP I
N.T,S.
9" SUP KNOT WITH STOP KNOT.
6" LARGER THAN TREE DIAMETER
12
SOIL
:P MULCH AWAY FROM
TRUNK 1" TO 2"
" MAXIMUM LAYER OF MULCH
S SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
2" 12-14' 16' 24' 16"
3" 14-15' 18, 32" 21"
(WINE FROM BALL AND CANOPY.
NT PIT IMMEDIATELY AFTER INSTALLATION.
RBED AREAS.
NOTES:
I. SCARIFY ROOT MASS OF
CONTAINERIZED PLANT MATERIAL
TYP COLLAR-1
MIN. 2' HT.
2. INSTALL CONTAINERIZED PLANTS AT
FINSHED GRADE
4' LAYER
OF APPROVED
3. TAMP PLANTING MIX FIRMLY
MULCH
AS PIT IS FILLED AROUND
EACH PLANT BALL.
4
4. OMIT COLLAR AROUND EACH SHRUB
T—
WHEN IRRIGATION SYSTEM IS PRESENT.
"V• TRENCH AROUND —
ENTIRE PLANTING BED
5. SOAK EACH PLANT BALL AND
PIT IMMEDIATELY AFTER
EDGE OF —
INSTALLATION.
PLANTING DO
CROWN HEIGHT
IN INCHES
EQUALS MEDIAN
WIDTH IN FEET
TO 12" MAX.
FINAL
GRADE
10^ (oc.j—
--- 111'(DL), EXISTING
GRADE
FINISH GRADE
BACKFILL AS SPECIFIED
TREE PLANTING DETAIL
(FOR SINGLE AND MULTI -STEM TREES)
NOT TO SCALE
SPACINQ VARI
SEE LANDSCAPE PLAN
sl
L—PLANT MIX "TAMP SOIL MIX UNDER
EACH PLANT BALL TO
MINIMIZE SETTLEMENT
TYPICAL PLANTING BED DETAIL
o e ° " TYR
S ERED
0 o a 0n
EQUAL SPACING ` EDGE OF
BETWEEN ALL PLANTS BPLANTING
TYPICAL PLANTING BED PLAN
SHR UB PLANTING BED
NOT TO SCALE
IEI'l
LA TRAM- YVAL TERS ENGINEERING, INC.
16507-A NOR THCROSS DRIVE
HUNTER SVILLE, NOR THCAR OLINA 28078
[phone] FAX [phone]
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ti��'o��N ES ° °
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DEVELOPER:
11
SUMMIT HEALTCARE GROUP, LLC
390 C SOUTH 8TRATFORD ROAD
WINSTON-SALEM, NC27103
336-774-9127
HARNETT HEALTH
MEDICAL OFFICE PARK
TILGIDLW DRIVE D UNN, NORTH CAR OLINA
DATE.•
JUNE 2012
SHEET
C6°
scaLE
1 " = 20
DRAWN BY.
JLW
LANDSCAPING PLAN
CHECKED BY.
MSL
REV. NO.
REVISIONS
DATE
PROJECT NO:
2012.09
1 I�
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, ' M I• � r r r. .7'i rr rr 1, r � rl r! d� `�}I;
REV. NO. REVISIONS DATE
dfflu�
PROJECT NO:

2" SF9.5A
ASPHALT PAVEMENT
6" COMPACTED ABC
COMPACTED SUBGRADE
STANDARD
ASPHALT PAVING DETAIL
N.T.S.
a e
P G p + a e
e
D
D a 6 G
' ° e
\\\ COMPACTED SUBGRADE
CONCRETE PAD FOR DUMPSTER
'a-w-w-w-rw-w-w-w-w-w-w-w-�-w-+E
F- 1 " SF9.5A
ASPHALT PAVEMENT
•- 2.5" 1-198
+'-•
ASPHALT BINDER9
-- 8" COMPACTED ABC
.
. • .~�
COMPACTED SUBGRADE
"
GROOVE
JOINT
IN SIDEWALK
HEAVY-DUTY
ASPHALT PAVING DETAIL
N.T.S.
6" 4500 PSI CONCRETE
64, 10/10 W. W.M.
4' COMPACTED ABC
(TYPICAL)
TYPICAL)
R7-8D
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20-37.6
N.T.S.
NOTE:
SUPPLEMENTAL ACCESSIBLE SIGN (R7-8e) USED IF
THERE IS ONLY ONE REQUIRED ACCESSIBLE PARKING
SPACE (MUST BE VAN ACCESSIBLE) AND AT EACH
ADDITIONAL REQUIRED VAN ACCESSIBLE SPACE,
VAN SIGN R7-8e
ACCESSIBLE
PMAXIMUM
-SIGN R7-8a
SIGN R7-8D
Ir
FINISHED GRADE
R7--8D PENALTY SIGNS ARE REQUIRED TO �I ' .' • ::' * ::> ' <
ACCOMPANY ALL R7-8a PARKING SIGNS IIIII1=I11111= '
ERECTED AFTER DECEMBER 31,1990 III
�g {�
L$y{ APPROVED DATE
SUPPLEMENTAL ACCESSIBLE
CCESSIBLB
SIGN (R7-8D)
R7-8e
DIMENSIONS (INCHES)
A
8 C
D
E
I F
I G
H
J
K
L
12
6 3/8
3/8
1-1/2
1 1/2D
1/2
1p
2-1/2
4
1--1/2
ACCESS BLE - SIGN R7-8e
RESERVED
PARKING
-- SIGN R7-8a
EAM
o SIGN R7-80
Z
� a
h
Of 6
0 to
z
u�
FINISHED GRADE
*INCREASE SPACING 50%
D-FHWA (FEDERAL HIGHWAY ADMINISTRATION/USDOT)
SERIES D LETTERS
�11111=I1fl111�� I -_
LEGEND AND BORDER - GREEN li y I II I�
BACKGROUND - WHITE j
SUPPLEMENTAL ACCESSIBLE
SIGN (R7-8e)
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2"
EXPANSION JOINT WILL 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. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A
MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS
DISTRICT WILL BE DETERMINED BY THE CDOT.
4. WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL
BE A MINIMUM OF 4'.
5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
STREETS.
1/8" RADIUS
5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS
. .: 1/8" TO 1/4" WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
e
y
y • t
4" `+
4 1.
• • ' 1/2" EXPANSION JOINT
M.
4 � �
JOINT FILLER 1/4" PER FOOT
A
TRANSVERSE I/EXPANSION
PROPOSED CURB & GUTTER
JOINT IN SIDEWALK
PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING_ EXPANSION JOINTS
IN CONCRETE SIDEWALK
CONCRETE SIDEWALKS
NOT TO SCALE
1/2" RADIUS
I 3" RADIUS
d, 1/8- RADIUS
N
t - N
11'-g
1'--6" STANDARD CURB AND GUTTER
1/2" RADIUS -6" 1'-0"
I 3' RADIUS
1/8" RADIUS
to•..'
a,
1'-6" REVERSE CROWN CURB AND GUTTER
1/2- RADIUS �g" 2'-0-
3" RADIUS
N ..+ A.
• • .4
i +.
a, +
2'-6"
STANDARD '-6" CURB AND GUTTER
CURB AND GUTTER
NOT TO SCALE
ELEVATION
v ACCESSIBLE RAMP SLOPE NOT TO EXCEED 12:1
I
N 1/4" PER FOOT N
12 M
17 . - t ...
' ,..
io
iO
4'-0' OR 5'-0" WALK 4'-0"
TYPICAL RAMP SECTION
ACCESSIBLE RAMP SECTIONS
ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARKING SPACES
MINIMUM NUMBER
MINIMUM NUMBER OF
PROVIDED
OF ACCESSIBLE SPACES
ACCESSIBLE SPACES REQUIRED
SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
1
76 TO 100
4
1
101 TO 150
5
1
151 TO 200
6
1
201 TO 300
7
1
301 TO 400
8
1
401 TO 500
9
2
501 TO 1000
2R OF TOTAL
1 IN EVERY 8
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
1 IN EVERY 8
EACH 100 OVER 1000
ACCESSIBLE SPACES
OF THE ACT (ADA).
SECTSEE 14.N,2,(5) RCARES WITH
(d)) FORMEDICAL FACILITIES
SIGNAGE `_ ® 0 ® 0 ® ACCSIBLE ROUTE
(SEE ENOTE 3)
ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING
SPACE PAVEMENT
MARKINGS
An
VAN
ACCESSIBLE
R7; 8e
12x6
PARKING
RESERVED
MUTCD PARKING
R7-1
12"08" MUTCD
DISABL[D R7-8a
NOTES: RESERVED PASSCNOER 12"x18"
1, ALL 12"x18" ACCESSIBLE SIGNS (R7-8a & R7-1) SHALL BE MOUNTED AT 7 FEET FROM PARKING MUTCD
GRADETO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO R7_8a LOADING
5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH 12"x18" Lz
PEDESTRIANS ARE NOT EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) R7-8D
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA REQUIRED ACCESSIBLE MAXIMUM 12"x9"
DEPARTMENT OF TRANSPORTATION SUPPLEMENT. RESERVED PARKING SIGN PENALTY
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA. THEN S 2s0
RAMPS ARE REQUIRED AT LOADING ZONE AREA
MAXIMUM R7-80 SEE STANDARD N0. 30.10C FOR
PENALTY 12'x9' SUPPLEMETAL SIGN DETAIL
$ 250
SEE STANDARD NO. 50.10B & 50.10C FOR
SUPPLEMENTAL SIGN DETAIL
ACCESSIBLE PARKING AND
SIGNAGE STANDARDS
1/8" RADIUS
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GENERAL NOTES:
OO
MORTAR JOINTS 142" +1- 4" THICK.
"B"
QQ
USE CLASS CONCRETE THROUGHOUT.
Q ,
USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
H U
USE #4 BAR DOWELS AT 12" CENTERS.
LL -1
X DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY.
O � Z
PROVIDE ALL CATCH BASINS OVER 3'-8" IN DEPTH WITH STEPS 12"
w ¢ Q S
U O
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840,88.
Q
s H Z
- USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS
w
cn
N H O
OF SECTION 840 OF THE STANDARD SPECIFICATIONS.
O
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO, $40.00.
FOR 8'-0" IN HEIGHT OR LESS, USE B" WALL. OVER 8'-0" IN HEIGHT, USE
12" WALL TO 8'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING
W p
W-0". QUANTITES TO BE ADJUSTED ACCORDINGLY.
' p
CONSTRUCT WITH PIPE CROWNS MATCHING.
DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO
TRAFFIC.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
w lNu yanulm-'"
TOP ELEVATION
BID. W 18
RAME ANO GAATE v
e" B a"
I
TE I
1Vx. PIPE THIS 670E - 18'
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(IASED ON MIN. HEIGHT, H)
DIMENSIONS
OF BOX 8 PIPE
CUBIC YARDS
CONCRETE
CUBIC YARDS
BRICK MASONRY
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FOOT HT.
TOTAL eRICK
IlAsai I FOR
MIN. HEIBHT, H
G.S.
R.C.
15"
2%3"
0.268
0.313
0.600
0.031
0.047
1g"
2'-g"
0.268
0.313
0.676
0.044
0.065
24"
3'-O"
0.288
0.313
0.835
0.078
0.113
30"
3'-0"
2'-0"
3'-6"
0.268
0.319
1 0.991
0.122
0,170
1" DEPRESSION
V-7% 1'-7iY8"
N
SECTION G-G
2'-31/
1grr 2rr
SECTION H-H
�_11"2 r,
ICI H
FG_ G
A
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�N
41,42
1'-7,hrl
PLAN OF GRATING
CAST IRON
islr
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3'-334
trr 1�e
3674 Ir
3'- 2'r`yL1
N
DOWEL
3r-6rr
F ­17I
N--� ----
I
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PLAN OF FRAME
3'-13A CV N
3'-6r'
SECTION E-E
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4'-0- MIN. (VARIES WITH WIDTH OF
• -r
TRUNCATED DOME PLAN VIEW
NOTES:
1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIDGID PRECAST OR EMBEDDED
PRODUCT APPROVED BY THE CITY ENGINEER, RETRO FIT MATS WILL ONLY BE ALLOWEED ON EXISTING RAMPS
WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE. RESURFACING).
2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP.
3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH.
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS.
5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF
OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES.
6. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 psi CONCRETE.
7. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
CAST IRON
ie rr � rr
rr ' rr
2'-2rr
r
2' -134 N N
21,6rr
SECTION F-F
1.6" TO 2.4")
TRUNCATED DOME SPACING
TR UNCA TED DOMES
PLANAND CROSS-SECTION
NOT TO SCALE
(1.6" TO 2.4")
0 0.2"
TRUNCATED DOME SECTION
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WIE1
LATH"-WALTER,S ENGIINEERING, INC.
16507 A NOR THCROSS DRIVE
HUNTERS VILLE, NORTH CAROLINA 28078
[phone] FAX [phone]
y y y 1 t I r 1 r l r
CA �., ��
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DEVELOPER:
SUMMIT HEALTHCARE GR ®UP, LLC
390CSOUTHSTRATFORDROAD
WINSTON-SALEM NC27103
'
336-774-9127
HARNETT HEALTH
MEDICAL OFFICE PARK
TILGH11L4NDRIVE, DUNN, NORTHCAROLINA
DATE.
JUNE 2012
SHEET
C�°
SCALE
NOT TO SCALE
DRAWN BY.
JLW
MISCELLANEOUS SITE
DETAILS
CHECKED BY.•
MSL
PROJECT NO:
2012.09
REV. NO.
REVISIONS
DATE
JC.t1lII1`il►'l-YY11Llllt►7l'ilYlTl1�+L'L'l�ll�'lT� ll�'�„ - e ; -
18584 e
16507 A NOR THCROSS DRIVE
iITTAT7'7712.CVTT T Fr ATn177'TTf AT1l7T T1VA !7Rn7A
JYU (; ,5UU1 H r5IRA T FURD ROAD
WINSTON-SALEM, NC 27103
MI.SCEI_L,�1�TF.f�lT.� .�rTF
DRAWN BY. C8.
JLW
CHECKED Y.

Planting Notes:
I. The landscape contractor shall be responsible for layout of all planting work covered under these plans. Landscape contractor shall perform all tasks in a
careful, workmanlike manner. it is the landscape contractor's responsibility to maintain a neat work area and remove refuse and debris from their work at the
end of each day.
2- All plant material, unless otherwise specified, shall be uniformly branched and have a vigorous root system. Plant material shall be healthy, vigorous, and free
fPrm defects, decay, diseases, Insects, pest eggs, and ell forms oflnfestatfan. All plant material shall be figsh, frees from transplant shock or visible wilt. Plants
deemed unhealthy will be rejected.
3- All containersiock shall have been propagated in a container long enough for the root system to have developed sulticiently to hold its soil. Container stock
with poorly developed root systems will be rejected.
4- Plants shall be prepared for shipment in a manner that will not cause damage to the buds, branches, stems or overall shape of the stock. Containergrown
plants will be transported In the containers In which they have been grown.
r Plants not installed the day of arrival on site shall be stored and protected by the contractor. Outside storage areas shall be shaded and protected from
harsh sun and wind. Plants will be watered twice dally ores needed to keep moist until planted.
6- No substitutions in size or variety of plants material shall occur without the prior approval of engineer.
7- Planting will take place between June Ist and August 31st and once the pond has reached its normal pool level for at least 5 days prior to planting to
ensure proper hydrology.
8- Plants will be 2-inch plugs approximately 4 inches deep grown in nursery trays. Spacing is 2-1eet on center. Planting season is June 1 through August 1.
Coastal Plain Conservation Nursery in Edenton NC is a good source for high quality herbaceous plant material.
Sequencing:
Construction: Pond will be dug, all fixtures, inflow and outflow structures will be installed. Embankments must be seeded as soon as practicable to prevent silt
Inflll of the pond. If the pond Is large enough to attract Canada Geese then goose exclusion fencing should be installed to prevent desimcilon of vegetation.
Plant installation must occur in the wet with the pond at nommal pool for a minimum of 5 days prior to installation. This is to allow proper soil hydrology which
should allow wetland plants to develop. Also the pond will need to be at normal pool to determine location of the planting zones Cnundated normal pool, shallow
water, seasonally Inundated, etc) .
Soil installation: After construction a uniform 6" layer of plating medium consisting of mature fine organic materiaY ompost and sand will be installed. These
sorts of herbaceous emergent wetland plants do best In a rich 'swamp muck; organic -rich soil with lots of silt and sand.
Goose exclusion fencing: Goose exclusion fencing a minimum height of X tall with metal T posts no further than 10 -12' apart will be installed prior to planting.
Goose exclusion fencing will be Installed In two rows around the pond. One row will be on the outer edges of the plantings above the waterline and one row
will be on the water side of the plantings. This prevents Geese from accessing the plants. If left unprotected It Is highly likely that Geese will damage If not
completely destroy the plantings. Goose exclusion fencing W11 be in place for 1 year to allow plants to grow enough to withstand Goose grazing In Me second
year.
Plant installation: Plants will be located in the field according to existing conditions as per their depth ranges seen on planting chart on
engineering drawings (site page or plan sheet number). Plant material will be carried into the designated planting areas and Installed In the proper
water depth zones. Installer will dig a small hole with a soil knife, shovel, pick or other appropriate digging tool, loosen the root mass of the plug
and place the plant in the planting hole so that the root collar of the plant is at but not above the surface of the surrounding soil. The hole must
be deep and wide enough for the roots to fit without being jammed' in. Prior to plant going into the hole a slow release aquatic fertilizer tablet
product will be placed in the hole.
Warranty and maintenance. -
Initial maintenance requirements: Immediately after construction the pond must be inspected bi-weekly and after every 0. S" or greater rain event.
Inspection points include performance of inflow/outflow structures (leaks, blockage by debris, excessive erosion etc), ensuring there is not excessive
sedimentation in the pond or erosion of the embankments, ensuring there is no cracking, erosion or settling of the impounding dam, ensure the
emergency spillway is in good condition (not blocked or eroded), check proper function and condition of Goose exclusion fence. If bare soil on the
embankment exists they should be reseeded Erosion on the embankments should be repaired when discovered to prevent silting -in of the pond.
Debris impairing the pond function should be removed immediately. improper function of the impoundment and other structures should be
addressed and repaired Immediately. Trash should be removed regularly.
Long term maintenance: includes all items in initial maintenance, but after the first full growing season reduce the inspections to bi-monthly or
after severe rain events. Invasive/nuisance vegetation management and removal should occur twice a year for the first year and once or twice
thereafter. Invasive plants can be controlled by mechanical means i.e. mowing or weed eating or by the proper use of herbicides approved for
aquatic use. The emergency spillway, pond banks and Impounding dams should be mowed once or twice a year (but not more) to prevent the
establishment of woody vegetation. The idea Is to keep trees and bushes from coming in, not to make a 'manicured' appearance.
Warranty: Contractor is required to warranty 803Ksurvival of the planted material for a period of two years. If after first year the BON survival has
not been met, landscape contractor will replace dead material in quantities sufficient to meet the BON survival criteria. After the second year
contractor will again be required to replace dead material in quantities sufficient to meet the 80%survival. Replaced material will be of same size
and quality as originally installed. Contractor is not held responsible for warranty for plant material that dies due to material improper hydrelogy in
the pond, Canada goose damage (unless Goose exclusion fence is installed at time of planting), third party vandalism such as mowing, weed
eating, improper herbicide application, trampling by people or pets, or for extreme weather such as drought or hail damage.
PLANTING PLAN FOR WET POND
NOT TO SCALE
CONSTRUCTION SEQUENCE
THE CONTRACTOR SHALL HAVEA GEOTECHNICAL ENGINEER MONITOR CONSTRUCTION
OF THE POND TO INSURE THAT THE POND DOES NOT LEAK. ADDITIONAL MEASURES SUCH AS
LINERS, CLAY MATERIAL MIXED WiTH BENTONITE, OR SLURRY WALLS MAYBE REQUIRED TO
INSURE THE POND DOES NOT EXCEED 0.01 1N/HR LEAKAGE.
AFTER ALL AREAS OF CONSTRUCTION HAVE BEEN STABILIZED WITH GRASS,
CONTRACTOR SHALL REMOVE COIR MESH BAFFLES, SKIMMER DEVICE, AND PLUG THE
SKIMMER HOLE WITH CONCRETE. THEN REMOVE ALL SEDIMENT FROM THE BASIN &
IF NECESSARY REGRADE TO DESIGN ELEVATIONS SHOWN ON THiS PLANAND RE -SEED
AND STABILIZE ENTIRE BASIN THE 4" PVC TEE SHALL BE INSTALLED W/ THE 2" DRILLED
OPENING AT THE ELEVATION SHOWN.
SEE THE PLANTING PLAN NOTES ABOVE FOR INFORMATION ON THE SOIL PREPARATION FOR
THE WET POND PLANTING AREAS.
NOTE.,
THE DEVELOPER SHALL CONTACT THE NCDWQ STORMWATER ENGINEER WHEN THE
BEST MANAGEMENT PRACTICE(S) ARE CONSTRUCTED AND ABOUT TO BECOME
OPERATIONAL SO AN INSPECTION TO DETERMINE COMPLIANCE WiTH THE
APPROVED PLAN CAN BE PERFORMED.
ADEQUATE DRAINAGE, EROSIONAND SEDIMENT CONTROL MEASURES, BEST
MANAGEMENT PRACTICES AND/OR OTHER STORMWATER MANAGEMENT FACILITIES
SHALL BE PROVIDED AND MAINTAINED ATALL TIMES DURING CONSTRUCTION.
DAMAGES TO ADJACENT PROPERTYAND/OR THE CONSTRUCTION SITE CAUSED BY
THE CONTRACTOR'S OR PROPERTY OWNERS FAILURE TO PROVIDE AND MAINTAIN
ADEQUATE DRAINAGE AND EROSION/SEDIMENT CONTROL FOR THE CONSTRUCTION
AREA SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER AN/OR CONTRACTOR.
iMMEDIATELYAFTiER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS ON THE
AQUATIC SHELF AND PERIMETER OF THE BASIN SHOULD BE WATERED TWICE WEEKLY IF
NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY 6 WEEKS).
NO PORTION OF THE WET DETENTION POND SHOULD BE FERTILIZED AFTER THE INITIAL
FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON THEAQUATIC SHELF.
STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO REDUCE THE
SEDIMENT LOAD TO THE WET DETENTION BASIN.
iF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, THE
FLUSHING OF SEDIMENT THROUGH THE EMERGENCYDRAiN SHOULD BE MINIMIZED TO THE
MAXIMUM EXTENT PRACTICAL.
ONCEA YEAR, A DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT. ANYPROBLEMS
THAT ARE FOUND SHALL BE REPAIRED IMMEDIATELY.
CALL ULOCO
BEFORE YOU DIG
1-800-632-4949
AVOID UTILITY DAMAGE
RIM: 97, 1
Y
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTIUTIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, 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 AMMENDEO.
SEDIMENT RE OVAL:EL2Z5BOTTOM EL5
PERMANENT POOL ELEVATION 95.5
SEDIMENT REMOVAL EL92.5
BOTTOM EL
FOREBAY MAIN POND
SEDIMENT STORAGE SECTION
NOT TO SCALE
1. 5' SED.
STORAGE
S 87*52116" E 883. 18'
F S2 /
IN OUT= 92.0
/ 1
ZONE 2 - 1.174 SQ. FT.
ZONE 4 - UPLAND - 3414 S.F.
MAINTENANCE ACCESS AREA TO
BE SEEDED PER SCHEDULE ON SHT. C4.0
4
G
NOTE: THE PROPOSED WET POND
IS NOT LOCATED WITHIN 100 FEET
OF ANY WATER SUPPLY WELLS. EXISTING
RESIDENTIAL AREAS SERVED BY
PUBLIC WATER AND SEWER.
-TRASH GRATE
/4 WELDABLE
REBAR - J" O.C.
(FINISHED PAINTED BLACK)
T2< SHOP OR
FIELD WELD
CON77NUOUS -------
EMBEDDED PLATE
PG SUPPLJER
i \,_C0NI7N00S
FINISHED PAIN7ED BLACK
< I
NOTE.• CONTRACTOR SHALL PROVIDE
SHOP DRAWINGS FOR ALL MATERIALS
USED FOR THE CONSTRUCTION OF
THE DETENTION BOX FOR ENGINEER'S
APPROVAL.
35 10'
LITTORAL SHELF
OP OF SHELF EL. 96.
CONTRACTOR SHALL CONSTRUCT
POND USING CLAY M1XED W/ SENTONITE,
OR AN APPROVED ALTERNATE METHOD
TO INSURE POND DOES NOT LEAK.
TRASH GRATE
/4 WELDABLE
RESAR - 3" O.C.
FINISH-- - - -- - -
3/8 "x2 " PLATE
SHELF EL.
TEMPORARY SEDIMENT STORAGE
--------....--
EL. 91.0
WET POND SECTION
NOT TO SCALE
NOTE: CONTRACTOR SHALL PROVIDE
SHOP DRAWINGS FOR ALL MATERIALS
USED FOR THE CONSTRUCTION OF
THE DETENTION BOX FOR ENGINEER'S
APPROVAL.
NOTE. OWNER SHALL INSPECT POND FOR SEDIMENT
AFTER EACH RAINFALL EVENT AND HAVE SEDIMENT
REMOVED TO KEEP 2" LOW FLOW ORIFICE CLEAR.
A
4.0' • CAP, & 2iPDRILLED
4- PVC SCREW
TYPE PL UG
e • ELEV 95.5 4" PVC
4" PVC PIPE W/
CAP, & 2" DRiLLLED---
Z2- DRILLED HO E
IN CAP
e
a
•
l
N
a•°
G •
.
e
°a.
�I
12"
DETENTION BOX
NOT TO SCALE
A
i
+ A
E _ ELEV. 95.50 a
� •P Q 4
•e�' 4
0
,4
e"
P'
iNV. ELEV. 92.70
A
12"
7i;
(n
o
fl
SR 1844
SUSAN TART RD.
VICINITYMAP 1
N.T.S. I
Tl np r}r n u nn zc l
RIP RAP FROM
EMBANKMENT TO
BOX FOR ACCESS
PROPOSE 4.25' x 4.25' x 6"t
CONCRETE OR APPROVED EQ
ANTI -SEEP COLLARS
136 L,F. 15" HDPE ® a
DOWELL BOX INTO
CONCRETE ANCHOR SECTION THROUGH POND OUTLET
Nor To
J
HA
f/' DEVELOPER: DATE•
IE
RNETTHEALTH CA �. JUNE 2012 SHEET
LFps° ° ° SUMMIT 1�IEALTCARE C��OUP, LLC MEDICAL OFFICE PARK SCALE.
Do
LATH"-WALTERS ENGINEERING, INC. SEAL e TILGHMAN DRIVE, DUNK NORTH CAROLINA
° 18584 e 390 CSOUTHSTRATFORD ROAD ' ' DRAWN BY.
16507-A NOR THCROSS DRIVE 2 ° WINSTON SALEM, NC 27103 JLW co°
HUNTERS VILLE, NOR TH CAROLINA 28078 ',�?•°�`,>tiG1Nr;�°�w CHECKED BY,
(704)895-BABA FAX [phone] %, rS L �jP�-��.`� 336-774-9127 WATER QUALITY PLAN MSL
rrlifl�Il�I''`',�
REV NO. REVISIONS DATE PROJECT NO.2012 09
REV. NO.
ail s r � � ..+ � 'I � i i t � s { �+ � r� + i•
a
'� 1 � 1 �4 �m. .I i - ! S �•I �111� 14� r � S
REVISIONS DATE
2012.09