SW6110507_APPROVED PLANS_20130610

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW1��<Ci
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE��P�f%
YYYYM M D D

Q DEMOLITION NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR THE
/ I DEMOLITION AND REMOVAL OF THE STRUCTURES LOCATED ON THIS SITE.
/ I III 2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE LOCAL UTILITIES THE
REMOVAL OF LIGHT POLES, POWER POLES, WATER LINES, AND SEWER LINES.
a
— I RIM
2 MANHOLE >
— -- ,\ RIM - 250N r
SANITARY MANHOLE DROP INN IN = - (MO' (FROM FAST)
RIM - zsass' /' `\ aI ® iWN Dui P 234.50- (TO LIFT WATON) 3. CONTRACTOR TO SAW -CUT EXISTING PAVEMENT AS REQUIRED TO REMOVE
INV IN = 237.13' SS
SS Liss -- ss ss ss Ss ss ss ss ss ss ss SS —� SS ss ss SS SS ss ss ss ss —�— ss ss ss ss ss SS ss SS s5 SS — ss S$ �SS ss ss ss ss ss PAVEMENT AS REQUIRED.
INN OUT - 237.13' /� ILi`W'
55 Ss SS SS Ss —® ss j SS -� Y' \a IL1Rr MANHOLE — -- — _._ _. WIRARY MANHOLE .. sANRARY MANHOLE ._...... _....... ____ ___. ___. ____ _... _ __..... _.. _.
U RIM = 249 05'
RIM - 249:9s' -- - - - — - - — - - -- - - - - — - - _- — - - = 235.• 4. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM
��= 235.75�....- -
�' INV O 223 -_ -- - - - INV O . 235.09'
-- - - - .— - �- ----- srry OUT - zse 6s• �-- INv our - z35ss' _ INv.our. - 2343I9' AVAILABLE RECORDS AND FIELD LOCATIONS WHEN POSSIBLE, BUT THE CONTRACTOR
-- - a � __... _ MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES
_- - _ _ __ - - - �y�ay Nryyro BY DIGGING TEST PITS BY HAND AT ALL CROSSINGS WELL IN ADVANCE OF
D INLU63-- __ �:.. - _ - -' ye��eoi � TRENCHING. IF CLEARANCES ARE LESS THAN SPECIFIED ON THE PLAN OR TWELVE
/ y � IW OUT - 242.63 1 WHICHEVER IS LESS, CONTACT THE DESIGN ENGINEER AND THE OWNER PRIOR
_ -- - -.---- - -- - -- _ ���� TO PROCEEDING WITH CONSTRUCTION.
C o
— FAYETTEVILLE ROAD ((US HWY. 40I ) EXISTING 15- RCP 5. THE CONTRACTOR SHALL REMOVE ALL EXISTING STORM DRAIN LINES, ASPHALT
_ a VARIABLE WIDTH PUBLIC R/W
TO REMAIN _ PAVEMENT, CONCRETE CURB, AND ANY OTHER EXISTING CONDITIONS WHICH WILL
i _ _ ____
-------_-----
_-" UT J
INTERFERE WITH THE WORK AS PROPOSED ON THESE PLANS
UT UT UT UT UT UT UT UT —.col — LT;. lli ,,, >L IIT ^UT — UT -- UT — UT UT -- UT UT UT JT UT — UT UT UT,_— UT ,_,_ UT UT.— UT Ul UT UT —._UT IT UT JT UT UT U 9T 11T UT UT UT UT UT
2
-- __ 250 -- - _- 249
---..._ _ -.. ._... _. __ - -__ U U' Uf—iii-__-�.-_ "., _... _249 --E 1S• R -
'ag6..arau.�,a , T SpOCttaNl �: "-.a. - a 25O'248 `49 - . 100 - - _____ -- _ _ _ -- _ uT ur ltr--. uT-- ur --- uT i— _ �,__ uT _ -... �dr -__ - - - - - - OY -. 6. DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE,
.. *JN30 '� V_. - - .i-i JAi -'-- ur _.:ur= LT u�-- - - - - - _._ - - - - - - - - - - - - - _-_ __.._.. __._.. r
-' - - - w �',u a ur-ti t?--_ u — _ uy. �„� �r ��F7... B9'26'17 E -I AND LOCAL REQUIREMENTS.
V UT UT Ui
UT _�. U —=r � UT IP\ I � EX. B �241.60 � _. CT �f1' I - 241.76.
—� SV..t.9./ UT UT -
-t I SEE DETAIL CTION FENCE �4a "
%
��
zas 5C' SETBACK-- --� — —{ ----....
J— -
LOT 15 297-1
JOSE L. MARTINEZ
DB 527 Pg 710
494660001107
LOT 16 297-1
MELVIN McQUIRTER
DB 383 Pg 602
494660001108
LOT 17 297-1
ROBYN L. YOUNG
DB 792 Pg 833
494660001109
�j
7. ALL DEBRIS SHALL BE REMOVED FROM THE SITE AND DELIVERED 10 A LICENSED
TRANSFER STATION OR LANDFILL.
B. THE TRENCHES WHERE EXISTING UTILITIES HAVE BEEN REMOVED OR RELOCATE
SHALL BE RECOMPACTED TO 95% STANDARD PROCTOR.
9. THE CONTRACTOR SHALL NOTIFY ALL PERTINENT UTILITY COMPANIES 48 HOURS
PRIOR TO ANY DEMOLITION WORK SHALL BE COORDINATED WITH LOCAL UTILITY
COMPANIES TO MINIMIZE IMPACTS ON UTILITY DOWN TIME.
10. IF ANY ASBESTOS IS FOUND ON SITE IT SHALL BE REMOVED AND DISPOSED OF
IN ACCORDANCE WITH ALL FEDERAL STATE, AND LOCAL REGULATIONS.
11. REMOVE ALL DEMOLISHED ASPHALT FROM SITE.
12. SEE SHEET C2.1 FOR EROSION CONTROL MEASURES.
SITE
o 1
VICINITY MAP — NTS
SURVEYED PROPERTY LINE
X X
FENCE LINE
--
RIGHT OF WAY LINE
LINE NOT SURVEYED
----
DITCH LINE
— E
UNDERGROUND ELECTRIC LINE
— T
UNDERGROUND TELEPHONE LINE
P
OVERHEAD POWER
SS
- SANITARY SEWER LINE
-- - CTV -
CABLE TV LINE
-- SD
STORM DRAIN LINE
R/W
RIGHT--OF-WAY
BC
BACK OF CURB
EP
EDGE OF PAVEMENT
®
SANITARY SEWER MANHOLE
(Dl
STORM DRAINAGE MANHOLE
(Tj
TELEPHONE MANHOLE
CURD INLE"r
ua
WATER VALVE
GAS METER
LIGHT POLE
J.�
POWER POLE
L
GUY WIRE
0
DROP INLET
60@
CLEANOUT
0
WELL
0 NIP
NEW IRON PIN (SET)
EXISTING IRON PIN (FOUND)
RIGHT OF WAY MONUMENT (FOUND)
COMPUTED POINT
60 0 30 60 120 240
SCALE: 1" = 60'
Cape Fear Valley
m Health System
Architect of Record
,.
p
5960 Fairview Road
Suite 500
Charlotte, NC 28210
704
887.3500
887.3507 fax
Consultants
MECHANICALIELECTRICAUPLUMBING/FIRE PROTECTION:
Leach Wallace Associates, Inc.
1200 East Morehead, Suite 280
Charlotte, North Carolina 28204
Phone:[phone]
Fax:T04-335-0482
STRUCTURAL:
Mabry Engineering Associates, Inc.
hI HR) 840 Shull Street, Suite 100
ENCINEE,RING west Columbia, South Cal 29169
�tSJfITES, [fir Phone:[phone]
Fax:[phone]
EflSCIENCE GeoScience Group
G
GROUP 500-K Clanton Road
„ Charlotte, NC 28217
Phone:[phone]
Fax:[phone]
Project
Hoke Campus Lawn
City, State
Hoke county, NC
Project Number
CH10.0011.GE
Issued For
For
Construction
Item
Date Description
2.
12-12-12 Revisions per NCDENR
3.
1-10-13 Revisions per NCDENR/DWQ
J BCi LUf I, U 1 .p , t ty WIC
re n r,.Sp/6/ 0 017 m Il e (Q�i a//3
Ar eea..�OSi4 "4f of Water J atfl
Drawn By - JLR
Checked By - KSC
Seal / Signature
Sheet Title
EXISTING
CONDITIONS A
DEMOLITION
PLAN
Date 10.5.12
Sheet Number
O
I ms occurrent is me property or KFA Uesign ano HrA Uesign retains all ngnts tnerein, incluamg copyngnts.
It may only be used in a manner consistent with RPA Design's rights while RPA Design is providing services for the specific project identified or referred to herein or extensions thereto.
It may not be used for any other purpose except with the express written agreement of, ano compensation to, RPA Design.

1
LOT 5297-1 I
ROBERTS. GOODWIN & wf.
JENNIFER A. GOODWIN I �.
DB 525 Pg 627 494660001097 w I QI L
WI.
EI
I
1
LOT 6 297-1 I
ROBERT H. SCHEEL & wf. I
JENNIF"ER J. SCHEEL
DB 675 Pg 935
494660001098
I
f I E
I
LOT 7 297-1 I
ROBERT JONES & wf. I ,
GLADYS S. JONES
DB 339 Pg 212 1
494660001099 I
LOT 8 297-1
SAMUEL C. WRIGH1
DB 292 P 565
----50' SETBACK-- -------------
\ NC GRID
STREAM FEATURE)
WETLANDS DO
662
161
69
9
49466000110C
--.
-
i
r
•,
56
I
'.
I
e
- -'
''S�
,,'
LOT 9 297-1 I
..
L
.,.,Ny*•"
JASON W. MYERS
_
•- 5!
DB 530 Pg 166
•:
494660001101
W
VI
wM^
i
i
LOT 10 297-1
' -'•
BLAIN M. WAY & wf.
0
ANNIE M. WAY
••
`T;
t'"P
DB 396 Pg 095
I'1
s `-
494660001102us
1
{ 1
7
I
• I
'
..,
�'
LOT 11 297-1
'=-
` .,-
REUBEN G. SMITH & wf.
•,,.
r
DEBORAH M SMITH
DB 634 Pg 702
494680007103
[
1
t
y
W
'.r.
Wv. WvyM .....pM_
11
LOT 12 297-1
SERGIO A. RIDDLE & wf.
ULRIKE M. RIDDLE
DB 296 Pg 016
• �_..,
494660001104 i[il
,.
,- -- -•W - 3. ••-- �,. e
s
_ ,�»Qgg J
e
R�
4
f
n
LOT 13 297-1
TERRY D. SHAW
Z
DB 441 Pg 519
494660001105
/
2
IP
l �
F`. (
t
,.y
LOT 14 297-1
SHANDRICK R. GLENN & wf.
•
LASHONDA N. GLENN
-. -� .. - ""
•� ~
r•
Be 527 Pg 778
I
494660001106
EIP
LOT 15 297-1
I
..
JOSE L. MARTINEZ
.....�..,. jii
..
-'•^
DB 527 Pg 710
I
""- �_- / • i'
•''
494660001107
❑ LOT 16 297-1
MELVIN MCQUIRTER
DB 383 Pg 602
494660001108
LOT 17 297-1 Pool.
ROBYN L. YOUNG o
DB 792 Pg 833
494660001109
STREAM FEATURE
73
74
75
4
76
\53
77
51
I
50
78
79
80
WETLANDS DO
NOT DISTURB
444
\43
42
84
41
1,40
86
ON
OT DISTURB
/
THM: TOP OF HYDRAI
'Ile / / / �O ELEVATION 245.06'
y /
SITE
VICINITY MAP — NTS
60 0 30 60 120 240
SCALE: 1" = 60'
Cape Fear Valley
Health System
Architect of Record
f
rpa
»k
5960 Fairview Road
Suite 500
Charlotte, NC 28210
704
887.3500
887.3507 fax
Consultants
MECHANICALIELECTRICAIJPLUMBINGIFIRE PROTECTION:
Leach Wallace Associates, Inc.
1200 East Morehead, Suite 280 Char
CharloCe, North Carolina 2820404
Phone: [phone]
Fax: [phone]
STRUCTURAL:
Mabry Engineering Associates, Inc.
840 Shull Street, Suite 100
West Columbia, South Carolina 29169
Phone: [phone]
Fax: [phone]
GEgSCIENCE GeoScience Group
GROUP 500-K Clanton Road
G
�roR � Charlotte, NC 28217
Phone:[phone]
Fax:[phone]
ARCHITECTURAL CONSULTANT:
TSP
1112 N. West Ave.
Sioux Falls, SD 57104-1333
Phone [phone]
Fax [phone]
Project
Hoke Campus Lawn
City, State
Hoke county, NC
Project Number
CH 10.0011.GE
Issued For
For Construction
Item Date Description
2, 12-12-12 Revisions per NCDENR
3. 1-10-13 Revisions per NCDENR/DWO
is
1 Wltr-:.
Witt) I V'
vrt4 :'Lr ,+ ` q,
LL��rr,,DDSW�! 0..5p'7 MaD ,r
Drawn By - JLR
Checked By - KSC
Seal / Signature
A$
Sheet Title
OVERALL
SITE PLAN
Date 10.5.12
Sheet Number
1.1
o v�wm,y o es,yn cmyn nyin ing cowrignis.
t may only be used in a manner consistent with RPA Design's rights while RPA Design is providing services for the specific project identified or referred to herein or extensions thereto.
t may not be used for any other purpose except with the express written agreement of, and compensation to, RPA Design.

_4NC GRID
SITE
VICINITY MAP — NTS
FAYETTEVILLE ROAD- _ (US HWY 401)
- - VARIABLE WIDTH PUBLIC R W _ - -
s:, -_ -_ - -- — — — ---- T UT UT U
T — _— UT UT - UT U
I ----- UT -- UT -- - lJl -- UT --- UT -- - UT -- T --- U" - UT UT -- UT — UT --- U, --- UT --- UT - UT — UT
UT U! — UT -- UT -
UT ----- UT - U r - - U T --- ;, I r IT __—_ u l - ;l - U1 UT _ _ U i
�/ -- u�� - UT --- - UT UT -- - JT - - ur - ur Ur - uT - - Ur UT uT - - UT — UT - - uT ur -- l l -- N� 89°26'17' Ur - UT - --,UT - UT - UT - Ur - Ui - C
UT - (I l IJT Ul -- l Tl --- Jl & — — — - — _ -
E 1563.97
pr
„— '�] - uT -- UT — 100 A_�
GENERAL SITE NOTES
A. TOPOGRAPHIC SURVEY DATA PROVIDED BY:
GEOSCIENCE GROUP, INC 704.525.2003
B. OWNER/DEVELOPER:
HOKE HEALTHCARFE, LLC
c/o CRITERION HEALTHCARE, LLC
PO BOX 207
CONCORD, NORTH CAROLINA 28026
704-307-3343
C. ARCHITECT
RPA DESIGN
5960 FAIRVIEW ROAD, SUITE 500
CHARLOTTE, NORTH CAROLINA 28210
704-887-3500
D. ALL CONCRETE SIDEWALKS SHALL BE FULL 4" THICK 3600 PSI CONCRETE WITH 1" DEEP GROOVE CONTROL JOINTS AT INTERVALS INDICATED ON
ARCHITECTURAL PLAN. PROVIDE EXPANSION JOINTS ADJACENT TO ALL RIGID STRUCTURES. EXPANSION JOINT SPACING SHALL NOT EXCEED 30'.
E. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
F. CONTRACTOR SHALL COORDINATE NTH THE PROPER UTILITY COMPANIES AND GOVERNMENT AGENCIES PRIOR TO COMMENCEMENT OF WORK.
G. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION, IN CASE OF CONFLICT, THE
ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATIONS MAY BE MADE PRIOR TO THE START OF CONSTRUCTION.
H. THE PROPOSED GRADES AS SHOWN ARE THE FINISH GRADES UNLESS OTHERWISE SHOWN.
I. THE CONTRACTOR SHALL SUPPLY AND ESTABLISH SURVEY CONTROL, INCLUDING THE HORIZONTAL AND VERTICAL CONTROL POINTS. THE
CONTRACTOR SHALL MAINTAIN THIS CONTROL AND PROVIDE ALL BENCHMARKS, STAKES, GRADES, LEVELS, AND LINES NECESSARY FOR
CONSTRUCTION.
J. ALL EXISTING PAVEMENT AND CONCRETE TO BE JOINED SHALL BE SAWCUT.
K. HANDICAP REGULATIONS:
a. A HANDICAP PARKING SPACE SHALL HAVE NO GREATER SLOPE THAN 2% ACROSS THE SPACE.
b. HANDRAILS ARE TO BE PROVIDED ON HANDICAP RAMPS WITH A DROP OF TWO INCHES OR MORE. MAXIMUM RAMP SLOPE = 8.33%
c. ALL HANDICAP RAMPS AND SPACES WILL COMPLY WITH THE LATEST ADA STANDARDS. MAXIMUM ACCESSIBLE ROUTE SLOPE = 5%
d. ALL CROSS SLOPES ALONC AN ACCESSIBLE ROUTE SHALL NOT EXCEED 2% SLOPE.
L. SEE PLUMBING PLANS FOR EXAC ^^ATION AND SIZE OF WATER, SEWER, AND ROOF DOWNSPOUTS.
M. SEE ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS, FEATURES, STAIRS AND HANDRAILS, ETC.
N. CONTRACTOR TO CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT
WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT.
0. SITE SIGNAGE, IF ANY, WILL BE PERMITTED SEPARATELY.
P. ALL DRIVING SURFACES SHALL BE CAPABLE OF SUPPORTING 80,000 LB FIRE APPARATUS.
O. BEFORE YOU DIG STOP. CALL THE NC ONE —CALL CENTER AT 1-800-632-4949. IT'S TER LAW.
STREAM FEATURE
WETLANDS DO \
NOT DISTURB
TREE PROTECTION FENCE
SEE DETAIL
PLAZA MATERIALS LEGEND
1
NC GRID
TREE PROTECTION FENCE
SEE DETAIL
TREE PROTECTION FENCE
SEE DETAIL
TREE PROTECTION FENCE
SEE DETAIL
APPROX. SH WT= 242.00
62
IM
67
F I
WETLANDS DO
NOT DISTURB
I/
WETLANDS DO
NOT DISTURB
STREAM FEATURE
Cape Fear Valley
Health System
Architect of Record
rmdedign
5960 Fairview Road
Suite 500
704 arlotte, NC 28210
887,3500
887,3507 fax
Consultants
MECHANICAUELECTRICALIPLUMBINGIFIRE PROTECTION:
AWLeach Wallace Associates, Inc.
1200 East Morehead, Suite 280
Charlutte. North Carolina 28204
Phone:[phone]
Fax: [phone]
STRUCTURAL:
Mabry Engineering Associates, !nc.
840 Shull Street, Suite 100
EN';I�EIiRI;NG West Columbia, South Carolina29169
5' Ot I TT!'J. INC Phone: [phone]
Fax:[phone]
CI
GEaSC[ENCE GeoScience Group
500-K Clanton Road
GROUP
Charlotte, NC 28217
Phone:[phone]
Fax:[phone]
ARCHITECTURAL CONSULTANT:
rm�lbTSP
1112 N. West Ave.
Sioux Falls, SD 57104-1333
Phone [phone]
Fax [phone]
Project
Hoke Campus Lawn
City, State
HoKe county, NC
Project Number
CH 10.0011.GE
Issued For
For Construction
Item Date
Description
2, 12-12-12
Revisions per NCDENR
3. 1-10-13
Revisions per NCDENR/DWQ
4. 2-1-13
Revisions per NCDENR/DWQ
Ov
,- osN6i/oso�
rnan : � 6�is�[3
Drawn By - JLR
Checked By - KSC
\\ i 101 Seal / Signature
69
61
xacC
SEAL <%
10725
AL eo
Sheet Title
PHASE 2
SITE PLAN
Date 10.5.12
Sheet Number
C1
document is the property or FWA uesgn and RYA Design retains all rights therein, including eepynghts.
It may only be used in a manner consistent with RPA Design§ rights while RPA Design is providing services for the specific project identified or referred to herein or extensions thereto.
it may not be used for any other purpose except with the express written agreement of, and compensation to, RPA Design.
30 0 15 30 60 120
SCALE: 1" = 30'

L E G E N D
0
SURVEYED PROPERTY LINE x
X FENCE LINE m
RIGHT OF WAY LINE OG/� MITnE LN c
LINE NOT SURVEYED
DITCH LINE O P
E UNDERGROUND ELECTRIC LINE
- T UNDERGROUND TELEPHONE LINE 000
I P OVERHEAD POWER C'O
SS SANITARY SEWER LINE
CTV - CABLE TV LINE 401
I SD - STORM DRAIN LINE SITE
R/W RIGHT-OF-WAY
BC BACK OF CURB STONEY
EP EDGE OF PAVEMENT Gy oDy
SANITARY SEWER MANHOLE
!.I STORM DRAINAGE MANHOLE
8 TELEPHONE MANHOLE g"y
Will CURB INLET O2
\ I 25
►� WATER VALVE
© GAS METER
\ LIGHT POLE YL
® POWER POLE P
.L GUY WIRE Oc
❑ DROP INLET
CPQo CLEANOUT
Z
0
® WELL
O NIP NEW IRON PIN (SET)
EXISTING IRON PIN (FOUND)
_.._ _ _... .- -..._. _....... __... __- RIGHT OF WAY MONUMENT (FOUND) VICINITY MAP - NTS
COMPUTED POINT
„ x -
-
Y,'RD INLET
44W .-247--63=
NV OUT = 242.63'
a- LIMIT OF CONSTRUCTION -
-- --_ - -__ _-------- - - - - ----_---------_--_----__- -__ -- --------__----------- -- --- ADD RIPRAP APRON--- --
-- - -- --
vnmm`T71TTT T V TD(1 A n (TTC T4WV do 1 1 TO EX. RCP
�� _ - - - - --��-'245 TEMP. SILT FENCE
2qg ` EE DETAIL
-.. -
. TEMP LT . FE 1 2
/' 50.6 SEE DE.
GENERAL GRADING & SITE NOTES: %
48.9 43
,6
1. THE UTILITIES AND THE LOCATIONS THEREOF, SHOWN ON THE DRAWING, REPRESENT THE DESIGNERS O i
48.2 2
UNDERSTANDING OF EXISTING UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL VERIFY THE
LOCATION, DEPTH AND EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL, WATER, TELEPHONE, GAS,
ETC.) WITHIN THE CONSTRUCTION AREA WITH THE OWNER AND/OR THE APPROPRIATE UTILITY COMPANY PRIOR
TO BEGINNING ANY EXCAVATION. THE OMISSION OF, OR THE INCLUSION OF UTILITY LOCATIONS ON PLANS IS
NOT TO BE CONSIDERED AS THE NONEXISTENCE OF, OR A DEFINITE LOCATION OF EXISTING UNDERGROUND
UTILITIES. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
CONTACT U-LOCO (800-632-4949).
2. ALL CONSTRUCTION AND CONSTRUCTION MATERIALS WITHIN STREET RIGHT-OF-WAY SHALL CONFORM TO
THE STANDARD SPECIFICATIONS OF NCDOT.
3. ALL HANDICAP RAMPS, PARKING SPACES, ETC. TO MEET ALL ADA AND NC ACCESSIBILITY CODES.
4. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR THE LOCATION AND DIMENSIONS OF
BUILDING AND SURROUNDING AREAS.
5. DEWATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND
EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE
EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL EXCAVATION DRY UNTIL SUCH TIME AS PIPE
LAYING AND GRADING IS COMPLETE. NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN
UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL THE CONCRETE HAS
SET (MIN. 24 HRS). ALL WATER PUMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED IN SUCH A
MANNER AS TO PREVENT SILTATION AND EROSION OUTSIDE DENUDED LIMIT.
EROSION CONTROL NOTES
1. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE
ZONING ADMINISTRATOR.
2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION
OF THE LOCAL EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
3. AN APPROVED EROSION CONTROL PLAN IS REQUIRED FOR:
A) ANY LAND DISTURBING ACTIVITY WHICH UNCOVERS ONE OR MORE ACRES OF LAND.
B) ANY LAND DISTURBING ACTIVITY WHICH UNCOVERS ONE-HALF (1/2) ACRE OR MORE OF LAND
WITH AN AVERAGE SLOPE OF 16 PERCENT TO 25 PERCENT IN ITS NATURAL STATE. THE AVERAGE SLOPE
SHALL BE CALCULATED ONLY FOR THE DISTURBED AREA.
C) ANY LAND DISTURBING ACTIVITY WHICH UNCOVERS ONE -QUARTER (1/4) ACRE OR MORE OF LAND
WITH AN AVERAGE SLOPE OVER 25 PERCENT IN ITS NATURAL STATE. THE AVERAGE SLOPE
SHALL BE CALCULATED ONLY FOR THE DISTURBED AREA.
4. 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 SHOWN ON THE PLAN. ALL EXPOSED SLOPES MUST BE
SEEDED AND MULCHED (TEMPORARY GROUNDCOVER) WITHIN 15 WORKING DAYS, BUT NO MORE THAN
21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUNDCOVER
FOR ALL DISTURBED AREAS MUST BE ESTABLISHED WITHIN 15 WORKING DAYS OR NO MORE THAN
90 CALENDAR DAYS FOLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE
EROSION CONTROL INSPECTOR DUE TO FIELD CONDITIONS.
CONSTRUCTION & EROSION CONTROL SEQUENCE
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM
NCDENR.
2. SET UP AN ON -SITE PRECONSTRUCTION CONFERENCE WITH NCDENR
EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES.
3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE AS SHOWN ON C2.1.
CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
4. CALL FOR ON -SITE INSPECTION BY EROSION CONTROL INSPECTOR. UPON INSPECTOR APPROVAL OF INSTALLED
EROSION CONTROL MEASURES, CLEARING AND GRUBBING MAY BEGIN.
4A. CUT DIVERSION DITCH AT HIGH SIDE OF PAVEMENT TO DIVERT SEDIMENT FROM PERMEABLE PAVEMENT AREA.
SOIL SUBGRADE SHALL BE SCARIFIED IMMEDIATELY PRIOR TO INSTALLING AGGREGATE BASE
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
6. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
7. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES.
8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPART. OF AGRICULTURE,
U.S. SOIL CONSERVATION SERVICE.
9. THE CONTRACTOR SHALL FOLLOW ALL NPDES RULES AND REGULATIONS AND SHALL CHECK, MAINTAIN AND
REPAIR ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS OR AFTER 1/2" OR MORE RAINFALL.
CONTRACTOR SHALL KEEP A RAIN GAUGE ON -SITE AT ALL TIMES, AND SHALL ALSO KEEP A DETAILED LOG
OR JOURNAL OF RAIN GAUGE MEASUREMENTS AND MAINTENANCE PROCEDURES UTILIZED.
NOTES:
SURVEY BY GeoScience Group Inc., 704-525-2003
Before you dig STOP. Call the INC One -call Center at 1-800-632-4949. IT'S THE LAW.
LEGEND
NFGt Sor at 1­hlr,Penmf Ah (NCGOI)
COEnR/D s nd'i1se,0iaty
•
te e\ 4 Z, y
\
LIMIT OF CONSTRUCTION - - - - -
\ t
t r
1
° r, ! \/// L
••
.,
~ dt
TEMPORARY SILT FENCE Q - -a-o-
s
�. ,
L i 3
TREE PROTECTION FENCE
SITE AREA DESCRIPTION
STABILIZATION
TIMEPRAME EXCEPTIONS
STABILIZATION IN 7 DAYSmom
O Perimeter dikes, swales, ditches slopes
]days
None
High Quality Water [HOW) Zones
7 days iNone
._.._.._.... .._......___ ._
Slopes steeper than 3:1
-• .._Y...... ....._-
r da s
- -_. __. ........
H slopes are liter less in length and are
than 2:1, 14 days
notsteeper are allowed.
- L_ Slopes 3:1 or flatter
14 data ''i
7 days for slopes greater than 50' jn Iottgth-
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HOW Zones.
DENUDED AREA: 1.4AC 30 D 15 30 60 120
SOIL TYPE: NORFOLK
SCALE: 1" = 30'
Cape Fear Valley
Health System
Architect of Record
r s i
5960 Fairview Road
Suite 500
Charlotte, NC 28210
704
887.3500
887.3507 fax
Consultants
MECHANICAUELECTRICAIJPLUMBINGIFIRE PROTECTION:
Leach Wallace Associates, Inc.
1200 East Morehead, Suite 280
Charlotte, North Carolina 2B204
Phone:[phone]
Fax:[phone]
TRUCTURAL:
"+IABf}
EVI NELRING
l�solltTiS', i`ic
..r
Mabry Engineering Associates, Inc.
840 Shull Street, Suite 100
West Columbia, South Carolina 29169
Phone: [phone]
Fax:[phone]
GEoSCIENCE GeoScience Group
G500-K Clanton Road
GROUP
n, a Charlotte, NC 28217
Phone:[phone]
Fax:[phone]
ARCHITECTURAL CONSULTANT:
TSP
1112 N. West Ave.
Sioux Falls, So 57104-1333
Phone [phone]
Fax [phone]
Project
Hoke Campus Lawn
City, State
moKe county, NC
Project Number
CH 10.0011.GE
Issued For
For Construction
Item Date Description
2. 12-12-12 Revisions per NCDENR
3. 1-10-13 Revisions per NCDENR/DWO
4. 1-25-13 Revisions per NCDENR/DWO
_ lh Iha.
-SfJ>�l/05d'7'/�'Job :�4(ior/3
4.20A a� L
Drawn By - JLR
Checked By - KSC
Seal / Signature
Sheet Title
GRADING
& EROSION
CONTROL
PLAN
Date 10.5.12
Sheet Number
C2A
s document Is the property of RPA Design and RPA Design retains all rights therein, including copyrights.
It may only be used in a manner consistent with RPA Design's rights while RPA Design is providing services for the specific project identified or referred to herein or extensions thereto.
It may not be used for any other purpose except with the express written agreement of, and compensation to, RPA Design.

I � I
►
u
TREE PROTECTION FENCE
SEE DETAIL
\\ 50' SETBACK
STREAM FEATURE
WETLANDS DO:::::!
NOT DISTURB
TREE PROTECTION FENCE -
SEE DETAIL
.i1"
NC GRID
3/431 METER &
-3/4" ABOVE GRADE
REDUCED PRESSURE
ASSEMBLY PER
HOKE COUNTY
STANDARDS
SITE
o
u�TyiriY 11'���a►Y 1�`
UT --- UT --- — 'UT — — U T --- UT UT — UT
i
— — UT UT
— — li �T _ UT — _ UT
NC GRID
TREE PROTECTION FENCE
SEE DETAIL
TREE PROTECTION FENCE
SEE DETAIL
rocs nonTCvTION FENCE
'PROX.SHWT=242.00
UT -- UT
I/
WETLANDS DO
NOT DISTURB
STREAM FEATURE
Cape Fear Valley
Health System
Architect of Record
a
rpladesign
5960 Fairview Road
Suite 500
704 arlotte, NC 28210
887.3500
887,3507 fdx
Consultants
MECHANICAUELECTRICAUPLUMBINGIFIRE PROTECTION:
AVLeach Wallace Associates, Inc.
1200 East Morehead, Suite 280
Charlotte, North Carolina 28204
Phone: [phone]
Fax:[phone]
STRUCTURAL:
h91}iliT
E�Gliti`F,F,R[NT;
:I
Mabry Engineering Associates, Inc.
B40 Shull Street, Suite 100
West Columbia, South Carolina 29169
Phone:[phone]
Fax: [phone]
E�SCIENCE GeoScience Group
G500-K Clanton Road
GROUP Charlotte, NC 28217
Phone:[phone]
Fax:[phone]
ARCHITECTURAL CONSULTANT:
TSP
1112 N. West Ave.
Sioux Falls, SD 57104-1333
Phone [phone]
Fax [phone]
Project
Hoke Campus Lawn
City, State
Hoke county, NC
Project Number
CH 10.0011.GE
Issued For
For Construction
Item Date Description
2, 12-12-12 Revisions per NCDENR
3. 1-10-13 Revisions per NCDENR/DWQ
SN�Io So /r/oD (i�i a/i3
Drawn By - JLR
Checked By - KSC
Seal / Signature
Sheet Title
PHASE 2
SITE PLAN
Date 10.5.12
document,e the property dt KHA Uee,gn and NYA Ues,gn retains an rights tnerem, including copyrights.
It may only be used in a manner consistent with RPA Design's rights while RPA Design is providing services for the specific project identified or referred to herein or extensions thereto.
It may not be used for any other purpose except with the express written agreement of, and compensation to, RPA Design.
30 0 15 30 50 120
SCALE: 1" = 30'
Sheet Number
C1 m2

t 4max---_19- uage hardware cloth
' .._.__.-_ 9
_____________ {x mesh openinos)
3'
NCDO1#5 or #57 2:
washed stone
it--------r---
�"s L_w .... V 16"
2'
NCDOT #5 or #57 filtered
washed stone Nvatev
Figure 6.51a F{arzAmare clots• and gravel inlet prelectior,
Construction L t ni£onnty grade a shallow depression approaching the inlet.
Soeciricat}ons 2 DiIi,e 5 out steel posts 2 feel, into life around wirounding the i t:et
`r_ee pos
ts evenly around the pfirali te, of the i:rlei_ iti,anm il
l 4 sect
zpiIT I
3. Surround the IT, is vilith wire mesh hardware 6,rh. Secure Lie vire
mesh to the iacol posts ',I[ the top :piddle. and bons I r Placing a ?-fifer lsr4n
of the wire mesh under the graver Tyrant hornig is recommended.
4. Place clean Snivel INC DOT.I'i5 or P57 stone) on a 2: t slope with a
Ineight of } 6 inches around the wire, .arid ssnooth an es -en grade.
$. Once the uaniribuiirz dtantage area has beer stabilized, rerlove
ac,clailifittled serf rnerd, and establish fin a] r_rlaing by/loos,
G Compact file arcs porneriv and stand ed it will greundcever_
Maintenance hs1r cii;es ill as ws+k]Yan t ati i act
vt❑ih f ur ti a Sle1'
)
rainfall event (let,; the n sh w�,e of am deb is of ilbei object provide
adequate Flo H for uihseq ient rains. lake ..de not In dairI or and( a,,: the
w: -, .mesh drat imp sedunent rCanocal. Replace clan • ss r. eecied.
-i-EMPORARY INLET PROTECTION
R' MAX
Jlt
WOVEN FILTER FABRIC
0
I
N
GENERAL NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN
FOR A PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER ANGLE STEEL TYPE.
4. TURN SILT FENCE UP SLOPE AT ENDS,
5. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE
WHEN GRADING IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS
REFER TO SWIM BUFFER GUIDELINES THE COLOR ORANGE IS R ( ) ESEVED FOR
VISUAL IDFNTIFICAIION Uf ENVIHONMf NIALLY SENSITIVL AREAS.
6. DRAIN
AGE AREA CAN NOT BE GREATER
E THAN 1/4 ACRE PER iDOFT OF FENCE.
7 SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6
szA MAINTENANCE NOTES:
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
OTHER AREAS OF CONCENTRATED FLOW. RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
SEE APPROVE[
PRESERVATION
REQUIRED RAO
OF TREE BARF
GENTLE SLOPES STEEP SLOPES
SEEDING
MIXTURE
BO Ibs/acre of tall Issue
100 Ibs/acre tall fescue
30 Ibs/acre Sericea lespedeza
(unscarified after August 15)
10 Ibs/acre Kobe lespedeza
FALL: August 25 - October 15
FALL: August 25 - October 15
Late winter: February 15 - April 15
Late winter: February 15 - April 15
SEEDING
To extend spring seeding into June, add
To extend spring seeding into June, add
DATES
15 Ibs/acre hulled Bermudagrass
15 Its/acre hulled Bermudagrass
Overseeding of Kobe lespedeza over fall -seeded
Overseeding. of Kobe lespedeza over fall -seeded
tall fescue is very effective.
tall fescue is very effective.
SEEDING
Apply lime and fertilizer per soil tests, or 4000
Apply lime and fertilizer per soil tests, or 4000
AMENDMENTS
Ibs/acre limestone and 1000 Ibs/acre 10-10-10
Ibs/acre limestone and 1000 Ibs/acre 10-10-10
fertilizer.
fertilizer.
NOTE 1
Ground Cover-- Protective cover must be established on all disturbed areas within 21 calendar days after
land disturbing activity is completed or has temporarily ceased.
NOTE 2
Graded slopes and fills --Protective cover must be established on all graded slopes and fills within 21 calendar days after
a phase of grading is completed or has temporarily ceased.
Maintenance Generally, a stand of vegetation cannot be determined to he fully established
until soil cover has been maintained for one full year from planting. Inspect
see
ded
ed areas
yeas for failur
e and make necessary
ecessar re
pairs a rrs and resaedin s within 'i the
Sarre season, if possible.
Reseeding -If a stand has inadequate cover, re-evaluate choice of plant
materials a lime quantities of sine and ienilizer. Re-estatrlis}Y the stand after
seedbed preparation or over -seed the stand. Consider seeding temporary,
annual species if the time of year is not appropriate for permanent seeding
(practice 6.10, Temporary Seeding).
li'vegetalion
t fa
ils to grow, •u tl Most he te
sted
ed to deter
mine Tf, �i tc do nutr
ient v or u1t i en t
imbalance is responsible.
Fertilization --on the typical diSIUrbed site, full establishment usually
requires refeltilization in the second growing season. Fine turf requires
annual maintenance fertilization (Table li tise soil tests if possible or
follow the guidelines given for the specific seeding mixture. (Tables 6,1 Is,
through 6.1 IV).
PERMANENT SEEDING SCHEDULE
Pipe Outlet to Flat Area-.
- STEEL Posr No Well-defined Channel
FILTER FABRIC =do A
SKIRT 6" MINIMUM
- STEEL POST
FILTER FABRIC
15 WASHED STONE
FLOW QF'
IN LIEU OF BURYING SKIRT, 6" OF
5 WASHED STONE MAY BE USED
OVER TURNDOWN.
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BF REPLACED PROMPTIY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
TO THE EXISTING GRADE, PREPARED AND SEEDED.
Maintenance Inspect sediment fences at least once aweek and doer each rainfall. Make ally
required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose ar become
ineffective. replace it promptly.
Remove sediment deposits as necessary to provide adequate storage volume
for the next rain and to reduce pressure on the fence. Take care to avoid
undermining the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bring the
area to grade and stabilize it after tale contributing drainage area has been
properly stabilized.
TEMPORARY SILT FENCE
NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT,
2. SEE PLANS FOR LOCATION OF ALL TREE PROTECTION FENCES.
3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION
STANDARDS MANUAL FOR GENERAL SPECIFICATION REGARDING
TREE PROTECTION.
PLAN VIEW OF ROOT ZONE
FOR PRUNING SEE ONE F
NATIONAL ARBORIST INCH (
ASSOCIATION SPECS. OR 1/
WHICHI
DEAD TREES AND SCRUB OR UNDER
GROWTH SHALL BE CUT FLUSH WITH
ADJACENT GRADE. NO GRUBBING
ALLOWED UNDER DRIP LINE.
2x4" STANDARDS + lx4" RAILS
OR ORANGE SAFETY FENCING
MAY BE USED.
TREE PROTECTION DETAIL
Fite
W1
►� wr r
IN •M+}r• ,teat,
r
••: 4040010I � ry:�f!♦1 ♦-
�.
!I•
10-0
Ol
r�•f•
4. l
1f6rliI.,l.
itipjL►
17•},♦/R♦.
t�i •.I•I+II ;+it
11I1III lIlII .,I I
i
.
�)��M. _ cif...
•si �. area • ♦
I
f • �
I
R ♦ .. I
k
��
•*/I45%.
dlr��•+I�/y
�+0+ 1♦���
�•, oaf
s+'I •�• „ ��:
Wit:+ftt�r�2:����1►�2f
Filter
blanket
Figure fi4tc Riprep Outlet proiecNon (morfifiad from Va SWCG)_
9" min
rarer darn
Plan View
15'min.
Cross -Section View
Figure 6.83b Stone, check clam stone should be, placed over the channel banks )o keep water from Cutting around the
dam.
Construction I. Place Stone to the lines and dimensions shown in the plan On a filter fabric
Specifications foundation.
2. Keep the center stone section at least 9 inches below natural ground level
where the dam abuts tile channel banks.
3. Extend stone at least 1.5 feet beyond the ditch bank (Figure 6.83b) to keep
water from cutting around the ends of the check darn.
4 Set spacing between dams to (assure that the elevation at the top (if the
lower dam is the stone as the toe elevation of fhc upper dam,
5. Protect the channel after the lowest check dam from heavy flow that could
cause erosion.
6. Make sure that the channel reach above the most upstream dam is stable.
7. Ensure that other areas of the channel, such as culvert entrances below the
check dams, are not subject to damage or blockage from displaced stones.
Maintenance Inspect check dams andchatwels at least weekly and after each significant (112
inch or greatel) rainfall event and repair immediately. Clean out sediment„
straw, limbs, or other debris that could clog the channel when needed
Anticipate submergence and deposition above the check dam and erosion from
high flows around the edges of the dam. Correct all damage immediately. if
sin ificant erosion occurs between dams, additional measures can be taken
such as, installing a protective riprap liner in that portion of the channel
(Practice 6.31, Ripr^ap-line and Paved Channels).
Remove sediment accumulated behind the dams as needed to prevent damage
to channel vegetation, allow the channel to drain through the stone check dam,
and prevent large flows from carrying sediment over the dam. Add stones to
dams as needed to maintain design height and cross section.
CHECK DAM
Table 6,101
Temporary Seeain,
Recommendations to
Summe.
.. .._........__....-
Seeding mixture
Species Rate (ibracre)
German I itiial 40
Irr the Piedmont end Mauntatns, a small -stemmed Sudangril maybe j
' substituted at It rate of Sg lbtacsa.
Seeding dates
MoutNains-May 15 - Aug, 15
r'iadmant Mll Aug, 16
I Coastal Plain ­Apr16 Aug 15
Soil amendments
Fnlirw it (ommencah re of sol it,iiiii or apply 2,000 ItHacfe ground
iera
agf tmflara. limestone and 750 ibtacre 0 ' 1) "i ..zer
ir. j
Mulch
Applynn')bIt if'tsitiAw.AniOlrisrstrawbylolanq N'1€h 04(ahiil, anti
era match anchoring toot. A disk with blades let, nl,et3y straight cafi On, I
(:fatal as a mWch anchont. _ `Dr:.
Maintenance
Refeniise IT, . riot AJ:y adoq l i c_ rtv,,:.e roe i tli;ze and atill,
is rnen aiety totto"i tg e a>;:.,n or fits.,( ispl,go.
Tattle 6,1 g1
Temporary Seadmt
Recommendations for Est
Seeding mixture
Species Rate oblacre)
Five (t,: a:n: tIft
seeding tlafns i
t aun:alns-A,,g 15 ?x:_is,
t <aSI a: Pia€n ina Piedmont A, i
Soil ameadnaaote
'ntiaw So, lest& Or apply 2,100 a.eue pima d ,:, chit i+ ,. ., fatal rviee£txta
,a :: t S)0ti ib a„re ;: J- 5 fain :rzea
Mulch
(Apply 4 IXTO a csl 9a. Anvf x s r m h,to Aing ste- pio nc ding i
Of am, ha IhxmT het. A dmi, wrt,Lradra.I3.nre,. y ltra:phi iirm be,
;;SIKI. si
t Ala t>nP h tM g
R.I
MdintepanG e
au i a,. r F ei iliXe let - h r ':,e , ens a n'eo a n y t ir,lmcs mu, oc I
R t N.+;rn-lent a;1 t <n^,;s dry (elan' c r aL'
rye La)I nd Zi is, ovv'.,5ae w h 60 lbviltirc Kb& Plainctl, tlac
oasta, alaiul ,, K.rrr•an .Mo. n.a ,_ <.SprG aza in fail, "brow,
as , tv;ach.. 1
Table 6.10;
Temporary Saddle
Recommendations for Leh
Winter and Early Spr€m
Seeding mixture
Species Rate (lblacm)
ay< loran) 20
Ahevai €espanrea IK,:be€rr
piedmont anal Cc ostai Pia"
Kotulais, tdaunia. as) .10
I On•A annual lespeceza whe=: itry>pn ai !amp.vary ; rm, i; Rol €n'
'A find ,eywc c c
seeding dawn
Mnunt,a.'. il--Fib Above _ . * feat: r fib. 35 - MaY t5
Below 2500 fact Fah.' May 'I
Pledmwl.._Jim 1 - May I
Ccama PAM,-Dec.1 At,,, t5
Soil arnendments
Dif iw roNmms 9 ior3y of SD9 fist n a> fig 1. ' !b.acre: g«;.: id i
aynr_tnf,M and toady- F'.bibsc.c 10 o too rblize;
Mulch
a ) < tXTO slittIll. shavy, f.'.ch., w £ Y Mt long' h aspnafl
,vki
u rs+r�ss auto^
Matntenami
RF tY ze itfront, fit n Tf if,atOO catF L-cud E?.r 3-�c dad n.:.Y!
lr i ly k'.:ya 4Si :n nr tlar s&e. f
�.._.....
TEMPORARY SEEDING SCHEDULE
•ws•a♦str����wt
Construction I. Clear the entrance and exit area of all vegetation, roots, and other
abjec6onible material and properly grade it.
Specifications
2. Place the gravel to the specific grade and dimensions shown on the plans,
and siavoth it.
3. provide drainage to carry water to a sediment trap or other Suitable
Dulled.
4. Use geotextile fabrics because they improve stability of tile foundation in
locations ,,
ti Des subject to see. a 1 c o. high ware 7 r table.
p .� b
hlanitatn the Fravel pad In a condition tO prevent mud co -sediment from
Maintenance
cavink ale, construction site This may require periodic lopdressing with 2-
inch stone. After each rainia,l, inspect any structure used to trap sediment
and clean it out as necessary`. hnmediatejy remove all objectionable materials
s}ailled, i,t:,he<l, or it-it(ked onto p tlbhc roadv:a, ,
TEMPORARY C0NSTUCTiON ENTRANCE
Construction 1• tinusethattlie subgradeforthe fi]let and ripraptiaikawsthcrcall, red PTies
and grades shown Ili the plan Compact win tilt icqumcd in life st b t Ida to that
Specifications densityofthesurruundingwadisturbedmatcflal, i.ow areas in the abg,adeon
Tmdisturbcd soil Inay also he filled by Increasing the riprap thickness.
2. 1 riprap and gravel filter must conform fo the specified grading joints
shown on the plans COMPACTED BERM
3. Filter cloth, when used, must meet design icqu lenenls and he properly
c�tovsrg the ripa'gr and pleatng any hcrnpi tt, f.li'hiaa r r ih over tn� dT mag d NATURAL GROUND
are( All exmne ITIal joints should overlap so the top ;dyer rho<c the NOTE:
downstream lays a minimum of i fool ltf"the drum) c is oxIon,, c. replace _
the entire filter cloth_
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%.
4. R.iprap may be placed by equipment, but take care to avoid damaging the 2. SILT FENCE MAY BE REQUIRED BEHIND BERM
filler,
5. The minirnum thickness of the riprap should be 1.5 dries the maximum WIDTH AND N.1;
store diameter. DEPTH TO BE DESIGNED L G
6. Ripiap may be field stone or rough quarry stone. It should be hard, BY ENGINEER (1' MIN) ROU/VD
angular, highly weather -resistant and well graded.
7. Construct the apron on zero grade with no Overfill at the end. Make the
top of the riprap at the downstream end level with the receiving area or slightly _ SILT DITCH CHART T7T
below ,i. TSD N0. LEFT RIGHT CHANNEL. 010 VELOCITY MATTING
T nsunc thrl tilt apron is properly aligned with wise receiving stresn)
SIDE SLOPE SIDE SLOPE SLOPE (CFS) FT. (FPS)
r.
and pretcl ably straight tltmuthout its Ion :h. [fit curse is needed to fit site
1 5:1 5:1 1.5� 1.23 0.33 0.43 SEED 7 DAYS AFTER
Conditions, 1 uz rt in Il � to
ill"
u_u us c, r. son of t})c a sou
,I P
9, foloWdtnciv aherconsnuuion. stabihze.in] disturoedar.as with vegdatiat
(Practices 6.10, 7f ntporarV S, rdmg, and U I i, Pcrmancnt Se(dtn)-
Inspect riprap outlet structures weekly and after signiheant(1'l inch or greater)
Maintenance
rainfall everts to see if any erosion around or below, the riprap has taken place,
or if stones have been dislodged_ Imrnediatcly make all needed repairs, to
pre vane {Hither damage.
OUTLET
La
w1
W2
d
RIP -RAP
EX FES
t0
11.5
4.5
6'
AVG.SIZE 3"
5"ORIFIC
ON PVC
CAP
RIPRAP APRON AT PIPE OUTFALLS
Construction 1. Remove all trees, brush, stumps, anti They objectionable material (torn the
Specifications Yi;undati(m area, and dispose of pmperk
2. Excavate the Channel, and shape it to neat lines and dimensions shown on
the plans plus a 0.2-foot overctd around the channel perimeter to allow for
balking during seedbed preparations and sod buildup.
3. Remove and properly dispose of all excess soil so that cuI water may
enter the channel freely.
4. fhe procedure used to establsh grass in the channel will depend upon the
severity of the conditions and selection of species. Protect the channel with
mulch or a temporary liner sufficient to withstand anticipated velocities during
the establishment period (Appendi.r 8,l)i
Maintenance Inspect channels at regular intervals as well as after major rains, and make
repairs promptly. Give special attention to the outlet and inlet sections and
other points where concentrated flow enters. Carefully check stability at road
crossings, and look for indications of piping, scour holes, or bank failures.
Make repairs immediately. Maintain all vegetation adjacent to the channel in
a healthy, vigorous condition to protect the area from erosion and scour during
out -of -bank flow.
TEMPORARY SILT DITCH
P RM EE"AB LE P A EMElmhu T
x d e * c a a s B
i a o r a e ifa 4,4
*NOTE w.. ....
ALL HANDICAP SPECIFICATIONS SHALL BE ACTIVITIES PROHIBITED.
INSTALLED AS PER A.D.A REQUIREMENTS. SANDING
RE -SEALING
ACCESSIBLE RAMP AT BUILDING SIDEWALK RE -SURFACING
POWER WASHING
NOT TO SCALE STORAGE OF MULCH OR SAIL
STORAGE OF SNOW PILES
to STORAGE OF HEAVY LOADS
4 PERVIOUS CONCRETE(PC) APPLICATION OF SALT OR DE-ICERS
CHAMFER EDGE -SEE SHEET CIA Figure 1&-14. Example A n layout for permeable
FOR COLORS pa ement sites P
°000 0 O 00 00 0 .. .
VARIES
O O
10"#57 STONE
BASKETWEAVE PATTERN
0
0 - a oo O rif 00 0 0 60� 00
WASHED AGGREGATE
WITH 1 PAVER BORDER
6"PVC .••••••• ••••••.••••••••••••
// // //\\\//\ ,
\�\\��\%\\j�\j�\ j�\ jam\ j�\%\\ j�\ j�\
SOIL SUBGRADE SHALL BE
SCARIFIED IMMEDIATELY PRIOR
TO INSTALLING AGGREGATE BASE
1. COLORS TO BE DETEMINED BY ARCHITECT
4. MAINTAIN BE ADA
CONDITIONS N (NO
ASSPHALTD ON DIFFERENCE)
S DE.
5. PLATE COMPACTER WITH HIGH FREQUENCY/LOW AMPLITUDE, EQUIPPED
WITH A RUBBER MAT OR RUBBER ROLLER
MECHANICAL VIBRATOR SHALL BE USED.
PEDESTRIAN WALKWAYS PAVER SECTION
NOT TO SCALE
PEDESTRIAN WALKWAYS
PLAN VIEW
NOT TO SCALE
Cape Fear Valley
Health System
r(/��j��
p g
5960 Fairview Road
Suite 500
arlotte, NC 28210
704
887.3500
887.3507 fax
Consultants
MECHANICAL/ELECTRICAUPLUMBINGIFIRE PROTECTION:
Leach Wallace
a ace Associates,
ssoc ales Inc.
C
Mr
1200 East Morehead ' Suite 280
Charlotte North Carolina28204
Phone:[phone]
Fax:[phone]
STRUCTURAL:
Mabry Engineering Associates, Inc.
tl:kllKl
840 Shull Street, Suite 100
ENr,INFEF,iN 6
West Columbia, South Carolina29169
IK)(IAIN N
Phone:[phone]
Fax:[phone]
CI`
GeoScience Group
GEoSCIENCE
GROUP
� UI'
500-K Clanton Road
Charlotte, NC 28217
Phone:[phone]
Fax: [phone]
ARCHITECTURAL CONSULTANT:
rolTSP
1112 N. West Ave.
Sioux Falls, SD 57104-1333
Phone [phone]
Fax [phone]
Project
Hoke Campus
Lawn Development
City, State
Hoke County, NC
Project Number
CH10.0011.GE
Issued For
For Construction
Item Date Description
2. 12-12-12 Revisions per NCDENR
3. 1-10-13 Revisions per NCDENR/DWQ
4. 1-25-13 Revisions per NCDENR/DWQ
"Tcl
� �j5,.
S6t��!/O�o9
Drawn By - JLR
Checked By - KSC
Seal / Signature
Sheet Title
Site Details
Date 10.5.12
Sheet Number
C4ml
This document is the properly of RPA Design and RPA Design retains all rights therein, including copyrights.
It may only be used in a manner consistent with RPA Design's rights while RPA Design is providing services for the specific cmiect identified or referred 0 herein or extensions thereto.
ItmaVnrthe n,.d fix envnIho,mvine..... ,1 w16 iIt-n_nm­....a.,.___._____._,__.________.:_ ._... - .

�-
7-5
A
on�
Zp
WATER
5-71
Q C
7"
SECTION "A -A"
PLAN
5-1/4" DROP LID
9
7-5/8"
5-3/4"
7
6-3/8"
I
=
N11
T
min.
=46"
�X
W
a
a
s-u2'
_ 9-1/2"
TOP SECTION
VALVE BOX
N.T.S.
-1.
icl it
TII I IIII
l
f`
i-
ELBOW
T
_J
HORIZONTAL BEND
SIDE EXCAVATIONS(TYP.)
BOTTOM
A
NOTES:
1.
VALVE BOX SHALL BE 3 PART SLIP -TYPE
MANUFACTURED BY ALABAMA PIPE CO.,
CHAPMAN VALVE CO., COLOMBIAN IRON
WORKS, R.D. WOOD CO. OR APPROVED
EQUAL.
VALVE BOX SHALL BE 3-PIECE CLOSE
GRAINED CAST IRON SLIP -TYPE VALVE BOX
WITH A MINIMUM THICKNESS OF 3116".
3.
VALVE BOX SHALL HAVE RAISED LETTERS
"WATER" CAST INTO COVER.
4.
VALVE BOX SHALL HAVE 3/8" HOLE DRILLED
IN TOP SECTION THRU WHICH A 1/4"xi-1/2"
GALVANIZED BOLT SHALL BE USED TO
SECURE A MINIMUM 12 GAUGE, SINGLE
STRAND, COATED COPPER TRACER WIRE
DROP LID
FOR NON-FERROUS PIPE. A1/2"WASHER
SHALL BE USED BETWEEN NUT AND INSIDE
OF BOX. TIGHTEN HAND TIGHT.
5.
SCREW TYPE VALVE BOXES ARE NOT
ACCEPTABLE.
6.
DIMENSIONS SHOWN ARE FOR INFORMATION
ONLY AND VARY BASED UPON THE
MANUFACTURER.
7,
VALVE BOX SECTIONS ARE REQUIRED. THE
USE OF PIPE IN LIEU OF VALVE BOX
TOP
SECTIONS SHALL NOT BE PERMITTED.
SECTION
8.
TRACING WIRE SHALL BE INSTALLED
OUTSIDE OF BOX
BOTTOMSECTION
MIN. BEARING AREA EACH DIRECTION
OF THRUST IN SQUARE FEET
(based on soil supporting value of 2000 esf@ 200 esig test pressure)
PIPE
-
r
I TEE58
_
9074 ELBOW 5 ° -
22-1/2°
SIZE
I DEADENDS
I_E�BOWS I BCROSSES
ELBOWS
i 6
6"'
4
0 1 3
2
3
�1
I 2
I 15
21 11
6
M.J.PWG
CONCRETE
1 THRUST
BLOCK
(TYP )
II III �.G=.1, II
SEE BLOW -OFF DETAIL FOR
CLARIFICATION OF CONSTRUCTION
REQUIRED AT DEAD ENDS
THRUST
BLOCK -
DEAD END
ALL GEARING
SURFACES
SHALL BE AGAINST
UNDISTURBED
TEE
GROUND(TYP)
CONCRETE THRUST
BLOCK DETAIL
N.T.S.
':.• \T-f/ .'�IiIL ELBOW
y
CONCRETE
-r• SHALL BE KEPT
.I CLEAR OF PIPE
a JOINTB(TYP )
CROSS
NOTES
PLAN
N.T.S.
SECTION A -A
N.T.S.
VALVE BOX PROTECTOR RING
1.) THRUST BLOCKS SHALL BE INSTALLED
ON PVC WATER DISTRIBUTION LINES 6"
THRU 12" DIA. IN THE MANNER SHOWN.
SEE PWCSTANDARD ALT. RESTRAINING
DETAIL W.18 FOR ACCEPTABLE
ALTERNATE RESTRAINING SYSTEMS.
AS REQUIRED
BELL OD + 8 MIN.
"
2. PIPE GREATER THAN 12 INCH
BELL OD 24" MAX.
DIAMETER SHALL REQUIRE RESTRAINT
JOINT PIPE FOR THE PROPER LENGTH.
3.) COMPACT FIT FINGS ARE NOT
ACCEPTABLE. STANDARD FITTINGS
SHALL BE USED WITH CONCRETE
j- ICI -III
THRUST BLOCKING.
.__III
4.) THRUST BLOCKS SHALL BE
r
INSTALLED ON SEWER FORCE
-
MAIN IN THE MANNER SHOWN.
-III
5. IF SAC-CRETE IS USED MIXING
N -
-=I
MUST BE ON SITE UTILIZING A
1
MECHANICAL MIXER.I
IIII =
=III
UNDISTURBED
6.) NO CONCRETE SHALL BE
1 _
SOIL
PLACED ON BOLTS. WRAP
_I
AREA OF
JOINT FITTINGS WITH PLASTIC.
-
BEARING
7.) CONCRETE SHALL BE
III_
'lull
A MINIMUM 3,000 psi.
i
8.) ALL BEARING SURFACES SHALL BE
AGAINST UNDISTURBED SOIL AND
III
SHALL BE APPROVED BY PWC PROJ.
COORDINATOR PRIOR TO PLACEMENT
OF CONCRETE.
9.) USE OF RESTRAINED JOINT DUCTILE
-III !
IRON WILL BE REQUIRED T SOIL
CONDITIONS DO NOT ALLOW THE USE
OF THRUST BLOCKS
CONTINUOUS 12 GA.
10.)ALL VERTICAL BENDS SHALL BE
THEN TRACER WIRE
RESTRAINED USING RESTRAINED
REQUIRED FOR
JOINT DUCTILE IRON PIPE.
ALL NON-FERROUS PIPE
(FROM VALVE BOX TO
VALVE BOX)
7. WATER OUTAGES: THE CONTRACTOR SHALL SCHEDULE A COORDINATION MEETING
THE CONTRACTOR SHALL COMPLETE THE REQUIRED WORK AND RESTORE WATER
WITH THE PWC PROJFCT CnnrrnNATINI ANDF'Rt)3rCT r Nr;INr FH A MIrunlur,+ nr
oFrO(i WITIUNnIFererNnn4EFu+IODrnRTHEuurAGF `,HOtAD-I:F
THREE (3) WORKING DAYS PRIOR TO ANY FLANNED WATER OUTAGE THE
CONTRACTOR FAIL TO COMPLETE THE WORK WITHIN THE ALLOTTED TIME, THE
COORDINATION MEETING SHALL BE CONDUCTED PRIOR TO ANY NOTICES BEING
PUBLIC WORKS COMMISSION SHALL ASSESS A PENALTY OF $500 PER 15-MINUTE
ISSUED. ADDITIONALLY, THE CONTRACTOR SHALL LOCATE (VERTICALLY AND
INTERVAL OR ANY PORTION THEREOF UNTIL WATER SERVICE IS RESTORED. THIS
HORIZONTALLY) ANY UTILITIES WITHIN THE WORK AREA, IN ACCORDANCE WITH
PENALTY WILL BE DEDUCTED FROM T'HE CONTRACTOR'S PAY APPLICATION OR BE
THESE CONTRACT DOCUMENTS. THE LOCATIONS OF ALL UTILITIES WITHIN THE
BILLED DIRECTLY TO THE CONTRACTOR. THE PENALTY MAY BE WAIVED FOR
WORK AREA SHALL BE DETERMINED PRIOR TO THE COORDINATION MEETING. ANY
CIRCUMSTANCES BEYOND THE CONTRACTOR'S CONTROL, AS DEEMED BY THE
CONFLICTS WITH THE PENDING WORK AND THE EXISTING UTILITIES SHALL BE
PUBLIC WORKS COMMISSION. THE PWC PROJECT COORDINATOR AND/OR PROJECT
IDENTIFIED, AND A PLAN FOR RESOLVING ANY CONFLICTS SHALL BE PRESENTED. THE
ENGINEER RESERVE THE RIGHT TO CANCEL OR POSTPONE THE OUTAGE AT ANY
PURPOSE OF THIS COORDINATION MEETING IS TO ENSURE THAT THE CONTRACTOR
GIVEN TIME, IF DEEMED NECESSARY.
HAS A GOOD UNDERSTANDING OF THE REQUIREMENTS RELATED TO THE PENDING
OUTAGE, VERIFY THAT THERE ARE NO UTILITY CONFLICTS THAT WILL PREVENT THE
WORK FROM BEING COMPLETED, ALL EQUIPMENT IS IN GOOD WORKING ORDER, ALL
EQUIPMENT IS FUNCTIONAL, ALL MATERIALS ARE ON SITE, ALL NECESSARY TOOLS
ARE ON SITE, DISCUSS ANY NECESSARY CONTINGENCY PLANS, AND ANY OTHER
ITEMS NECESSARY TO ENSURE THAT THE PUBLIC WORKS COMMISSION HAS
CONFIDENCE THAT THE WORK CAN BE ACCOMPLISHED WITHIN THE GIVEN TIME
PERIOD. SHOULD, FOR ANY REASON, THE PUBLIC WORKS COMMISSION DEEM THAT
THE CONTRACTOR IS NOT PREPARED FOR THE PROPOSED OUTAGE, THE OUTAGE
NOTIFICATIONS WILL NOT BE DISTRIBUTED AND THE OUTAGE SHALL BE POSTPONED
A MINIMUM OF TWO (2) WEEKS. THE PUBLIC WORKS COMMISSION WILL PROVIDE
WRITTEN NOTIFICATION TO THE CONTRACTOR OF THIS DECISION. NO ADDITIONAL
CONTRACT TIME WILL BE GRANTED FOR THIS DELAY. SHOULD THE CONTRACT TIME
EXPIRE WITHIN THAT TWO (2) WEEK PERIOD, THE PUBLIC WORKS COMMISSION
RESERVES THE RIGHT TO ASSESS LIQUIDATED DAMAGES, AS OUTLINED IN THESE
CONTRACT DOCUMENTS.
ONCE THE WATER OUTAGE NOTIFICATIONS HAVE BEEN ISSUED, A FOLLOW-UP
COORDINATION MEETING WITH THE PWC PROJECT COORDINATOR AND PROJECT
ENGINEER SHALL BE HELD A MINIMUM OF 24 HOURS PRIOR TO THE SCHEDULED
OUTAGE. THE PURPOSE OF THIS MEETING IS TO VERIFY THAT THE CONTRACTOR IS
PREPARED TO PROCEED WITH THE OUTAGE, AND THAT ALL EQUIPMENT, MATERIALS,
TOOLS, AND ALL OTHER INCIDENTALS ARE ON THE PROJECT SITE AND FUNCTIONING.
IF FOR ANY REASON THE PUBLIC WORKS COMMISSION DEEMS THAT THE
CONTRACTOR IS NOT PREPARED, THE OUTAGE SHALL BE POSTPONED AND ALL
CUSTOMERS IMMEDIATELY NOTIFIED OF THE CANCELLATION. THE OUTAGE SHALL BE
POSTPONED A MINIMUM OF TWO (2) WEEKS. NO ADDITIONAL CONTRACT TIME WILL
BE GRANTED FOR THIS DELAY. SHOULD THE CONTRACT TIME EXPIRE WITHIN THAT
TWO (2) WEEK PERIOD, THE PUBLIC WORKS COMMISSION RESERVES THE RIGHT TO
ASSESS LIQUIDATED DAMAGES, AS OUTLINED IN THESE CONTRACT DOCUMENTS.
WATER UTILITY NOTES
TYPE 3 TRENCH
WATER MAIN BEDDING DETAIL
" RINGS OF #3 REINFORCING
EFORMED BAR AS SHOWN
DIED PORTION OF
- 3 IS EXPOSED
REMAINDER IS BURIED
NOTES
NOTES:
1. CONCRETE PROTECTOR RING SHALL BE
S 2500 P. .I. PRECAST REINFORCED CONCRETE
2. VALVE BOX SHALL BE AT GRADE
W/PROTECTOR RING EXTENDING
1/2" ABOVE GRADE
3. SEE GATE VALVE AND BOX DETAIL
4. VALVE BOX PROTECTOR RINGS
SHALL BE INSTALLED AROUND VALVE
BOX IN UNPAVED NON -TRAFFIC AREAS.
AND SHALL NOT CREATE A HINDERANCE
TO MOWING OPERATIONS.
REINFORCED
CONCRETE
CUT AWAY VIEW
N.T.S.
1. ALL EXCAVATIONSHALL COMPLY WITH THE TERMS AND
S
CONDITIONS OF THE CONSTRUCTION STANDARDS FOR
TO
TOPSOILRESTOREDGINAL
EXCAVATIONS NOS OSHA "SAFETY AND HEALTH REGULATIONS
ORI
ORIGINAL. GRADE AND SEEDED OR
FOR CONSTRUCTION", CHAPTER XV11 OF TITLE 29, CFR, PART
/SODDED AS INDICATED ON
ON S THE CONTRACTOR SHALL HAVE A COMPETENT PERSON
ON SITE AT ALL TIMES DURING EXCAVATION AND BACKFILLING.
DRAWINGS.
2, CONTRACTOR SHALL USE TRENCH BOX SHORING IN ALL OPEN
C CUTS IN PAVED AREAS. TRENCH WIDTH SHALL BE MAINTAINED
AT THE MINIMUM PRACTICAL WIDTH.
r-I-T�f
3. TYPE 3 TRENCH CONDITIONS AND A MINIMUM OF 4'
-1 - - j--
OF COVER MUST BE MAINTAINED WHERE RESTRAINT JOINT"
u
PIPE IS SPECIFIED AND 3.5' OF COVER IN ALL OTHER LOCATIONS
UNLESS SHOWN OTHERWISE ON THE PLAN PROFILE.
`-IJRBED SOIL
SOIL
4. LOOSE SOIL OR SELECT MATERIAL IS DEFINED
AS "NATIVE" SOIL EXCAVATED FROM THE TRENCH,
_
TRENCH BA KFILL
REMAINING ENC C
FREE F ROCKS FOREIGN MATERIAL AND
O ,
- COMPACTED T095%MAX. DENSITY
FROZEN EARTH.
'- IN MAX. 12" LIFTS FOR NON -PAVED
AREAS. SEE APPLICABLE PAVEMENT
5 BEDDING MATERIAL SHALL. EXTEND TO UNDISTURBED TRENCH
PATCH DETAIL FOR PAVED AREAS.
WALLS AND TRENCH BOTTOM. BEDDING MATERIAL
WILL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED BY
--
THE PROJECT REPRESENTATIVE AND ONLY
BACKFILL LIGHTLY TO 12"
FOR THE AUTHORIZED QUANTITY.
��ABOVE PIPE IN 6" LIFTS (95%
6. BEDDING MATERIAL SHALL BE PROPERLY ROBBED
j MAX DENSITY COHESIONLESS SOILS
AND COMPACTED AROUND THE PIPE HAUNCHES.
u 90% MAX DENSITY COHESIVE SOILS)
T TEST FOR DENSITY OF COMPACTION MAY BE MADE AT THE
OPTION OF THE ENGINEER AND DEFICIENCIES SHALL BE
WATER MAIN MATERIAL SHALL
CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST
III
BE AS SPECIFIED AND SHOWN
TO THE OWNER. THE ENGINEER MAY HAVE COMPACTION
_
-i ON THE DRAWINGS.
TEST PERFORMED AFTER THE BACKFILL IS COMPLETE.
CONTRACTOR SHALL BE REQUIRED TO EXCAVATE TO
4" MIN SUITABLE LOOSE
VARIOUS ELEVATIONS FOR DENSITY TESTING EXCAVATION,
SOIL BEDDING FROM TRENCH
BACKFILL AND RECOMPACTION SHALL BE PERFORMED AT NO
EXCAVATION (SEE NOTES 485)
ADDITIONAL COSTS TO THE OWNER.
UNDISTURBED
SOIL
TOP TO BE FLUSH WITH -
FINIS H GRADE AND LEFT
EXPOSED
PAVEMENT
3000 PSI POURED
IN PLACE CONCRETE
COLLAR
VALVE BOX PROTECTOR -
RING SHALL BE PLACED WHERE
VALVE IS LOCATED IN NON -
TRAFFIC AREAS. SEE VALVE
BOX PROTECTOR RING DETAIL.
4" min.
TURF 6" max
1 TRACER WIRE
T 2" min. @
- 1 FINAL GRADE , A-1 -111 AI A
a 4 IT CONCRETE COLLARSHALL BE PLACED
-_III-_III_
W ERE VALVE IS IN A -III-
_I `NCDOT CONCRETE
BRICK (4 REQUIRED
III- @ EACH SECTION.)
MIN. 12 GAUGE, SINGLE
STRAND, COATED COPPER
TRACER WIRE (SHALL BE
III- INSTALLED BETWEEN
VALVES AND SHALL BE
7-771- INSTALLED ON ALL NON
METALLIC PIPELINES.)
WATER SPLICES SHALL BE
MAIN PPROVED BY THE PWC /
ROJECT COORDINATOR.
=III 1IIIlIIIIIIIII I1
VALVE IN TRAFFIC AREA
GATE VALVE
WATER
MAIN
III I I I -I I
VALVE IN NON -TRAFFIC AREA
NOTES:
1. ALL MATERIALS SHALL BE IN ACCORDANCE
WITH PWC STANDARDS.
2. RESILIENT WEDGE GATE VALVE SHALL BE AS
MANUFACTURED BY MUELLER CORP.,
AMERICAN DARLING OR CLOW CORP.
3. ALL VALVES SHALL HAVE 2" SQUARE
OPERATING NUT AND SHALL OPEN
COUNTERCLOCKWISE.
4. VALVE BODY, BONNET AND GATE SHALL BE
IN ACCORDANCE WITH AWWA C-509/C-515
AND NSF61.
5. VALVE BODY AND BONNET SHALL BE
COATED ON ALL INTERIOR AND EXTERIOR
SURFACES WITH A FUSION BONDED EPDXY
IN ACCORDANCE WITH AW WA C-550-90.
6. ALL VALVES 24" AND SMALLER SHALL HAVE
A SAFE WORKING PRESSURE OF 250 PSI.
7. SEE VALVE BOX DETAIL FOR ADDITIONAL
INFORMATION.
8. SEE VALVE BOX PROTECTOR RING DETAIL
FOR ADDITIONAL INFORMATION.
9. VALVE BOX SECTIONS ARE REQUIRED. THE
USE OF PIPE IN LIEU OF VALVE BOX
SECTIONS SHALL NOT BE PERMITTED,
1.
CONTRACTOR SHALL REPAIR ALL WATER LATERALS AND MAINS DAMAGED DURING
3. CROSSING A WATER MAIN OVER A SEWER: WHENEVER IT IS NECESSARY FOR A
CONSTRUCTION. THE CONTRACTOR SHALL REPORT IMMEDIATELY ALL WATER MAIN
WATER MAIN TO CROSS OVER A SEWER MAIN/LATERAL, THE WATER MAIN SHALL
I T R. THE CONTRACTOR
NA O
AND LATERAL BREAKS THE PWC PROJECTCOORDINATOR
' T M F THE WATER MAINS AT
BE LAID AT SUCH AN ELEVATION THAT HE BOTTOM O
SHALL INITIATE IMMEDIATE REPAIRS IN ACCORDANCE WITH PWC STANDARDS
IA ACCORDANCE
I r SEWER MAINILATERAL UNLESS LOCAL
_EAST 181NCHE5 ABOVE THE OP OF THE .,E
CONTRACTOR SHALL NOT OPERATE PWC WATER MAIN VALVES WITHOUT PWC
-
CONDnIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION - IN
APPROVAL AND SHALL COORDINATE ALL VALVE CLOSINGS WITH PWC.
T IN
WHICH CASE BOTH THE WATER MA AND SEWER MAINILATERAL SHALL BE
ACCORDANCE WITH PW'C REQUIREMENTS
DUCTILE IRON N ACCO CE Q
2.
HOUSE HOSE BIBBS OR ANY OTHER METHOD OF
THE CONTRACTOR SHALL NOT USE OW
WHICHT CONTAINING SEDIMENTS OR HIGH
BLOW OFF ALLOWS DOMESTIC WATER
I_ RA^EWER: WHENEVER IT IS NECESSARY FORA
C. GROSSING WATER MAIN UNDER
CHLORINE TO PAS° THRU RESIDENT'S METERS. THE N R T R HALL
TACO S LEVELS O
L FIBLEFOR
T BOTH THE WATER MAIN
WATER MAIN TO CROSS UNDER A SEWER MAINILATERAL, O
G '
BE RESPONSIBLE FOR ALL DAMAGES RESULTING FROM ALLOWING "DIRTY"vVATER TO
AND THE SEWER MAINILATERAL SHALL BE DUCTILE IRON IN ACCORDANCE WITH
ENTER RESIDENT'S PLUMBING SYSTEM, SUCH AS WATER HEATERS, STAINED
PWC REQUIREMENTS. A FULL JOINT OF DUCTILE IRON PIPE SHALL BE INSTALLED
CLOTHING, CLOGGED SCREENS, ETC.
ON THE WATER MAIN CENTERED AT THE POINT OF CROSSING.
3.
WATER MAINS AND LATERALS SHALL BE INSTALLED UTILIZING A PWC APPROVED
D. CROSSING STORM DRAINAGE LINES: A MINIMUM OF 12-INCHES OF VERTICAL
CUT -SHEET INDICATING INSTALLATION DEPTH.
CLEARANCET LINE CROSSING OVER A
SHALL BE MAINTAINED BETWEEN A WATER O
STORM DRAINAGE LINE UNLESS DUCTILE IRON PIPE IS USED. IN ADDITION,
STORM
4.
TRANSFER OF WATER SERVICES SHALL BE ACCOMPLISHED AS FOLLOWS:
THREE AND A HALF (3.5) FEET OF COVER MUST BE MAINTAINED OVER THE
A. INSTALL, TEST AND STERILIZE NEW MAIN AND LATERALS. LATERALS SHALL BE
WATER MAIN OR IT SHALL BE DUCTILE IRON. IF DUCTILE IRON PIPE IS USED
INSTALLED 18" INSIDE RAN UNLESS OTHERWISE DIRECTED BY PWC.
THEN TWO AN A HALF (2. 5) FEET OF COVER MUST BE MAINTAINED OVER THE
- T BOXAND TIE NEW WATER LATERAL
B. TRANSFER EXISTING METER TO NEW METER BO
4- F VERTICAL CLEARANCE SHALL BE
WATER MAIN AND A MINIMUM OF MCHES O C
TO EXISTING DOMESTIC SERVICE UTILIZING BRASS FITTINGS. SAME METER
MAINTAINED BETWEEN THE WATER MAIN AND THE STORM DRAINAGE LINE.
NUMBER SHALL BE INSTALLED ON SA AI2 ADDRESS AND/OR CUSTOMER. BLOW
WHERE A WATER MAW GROSSES UNDER A STORM DRAINAGE LINE THE MINIMUM
OFF SERVICE AT HOSE BIBB ON HOUSE ONLY AFTER METER HAS BEEN
OF TWELVE INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED AND
TRANSFERRED.
THE WATER N SHALL BE DUCTILE IRON FOR A DISTANCE OF 10-FEET ON
MAIN
C. AFTER ALL SERVICES ARE TRANSFERRED TO THE NEW SYSTEM, SHUT OFF VALVE
EACH SIDE OF THE CROSSING.
ON EXISTING SYSTEM AND ABANDON EXISTING MAINS IN ACCORDANCE WITH PWC
DETAILS.
D. CONTRACTOR SHALL SUPPLY NEW METER BOXES AND DISPOSE OF EXISTING
METER BOXES.
5.
WHEN MAIN 15 NOT TO BE ABANDONED, CONTRACTOR SHALL UNCOVER OLD
CORPORATION AT MAIN, CLOSE AND PLUG CORPORATION TO ABANDON OLD
SERVICE.
6.
SEPARATION REQUIREMENTS:
A. LATERAL SEPARATION OF SEWERS AND WATER MAINS: WATER MAINS SHALL BE
LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWER
MAIN/LATERAL, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT
LATERAL SEPARATION - IN WHICH CASE:
i. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF
THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF
THE SEWER MAIN/LATERAL; OR
iT THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER
MAIN/LATERAL WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH
OF UNDISTURBED EARTH AND WITH THE ELEVATION OF THE BOTTOM OF
THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER
MAIN/LATERAL.
WATER UTILITY NOTES
Quality of sod -Use onlyhigh-quality sod of known genetic origin, free of J Lay sad in a staggered
noxious weeds, disease, and insect problems. It should appear healthy and -� j. 1- _,-� . r �. pattern with Strips blotted
vigorous, and conform to the following specifirauons: - - p •-� .. tightly against each other- A
• Sod should be machine cut at a uniform depth of 1'? -2 inches (excluding # *- .- sharpened mason's trowel can
shoot growth and thatch). in _ . , S '''' -� and trim pieces. be used to tuck down the ends
rt ^ . F ... t
" Sod should not have been cut excessively wet or dry weather. r, ., ,
• Sections of sod should be a standard size as determined by the supplier, _ !
Specifications Choosing appropriate types of sod - The type of sod selected should be uniform, and untorn.
composed of plants adapted to both the site and the intended purpose. In . Sections of sod should be strong enough to support their own weight, and NLIW Correct Butting -ang(ed ends caused by the automatic
North Carolina these are limited to Kentucky bluegrass, tall fescue, bluegrass- retain their size and shape when. lifted by one end. sod Cutting must be matched correctly.
tall fescue blends, fine -turf (hybrid) Bernudagrass, Si Augustinegrass, Incorrect
centipedegrass. and zoysiagrass. Species selection is primarily determined " Harvest, delivery, and installation of sod 9heuld take place within a period
by region, availability, and intended use (Table 6.12a). Availability varies of 36 hours.
acrossthe state and from year to year. New varieties are Continually being Soil re aration---Test,soil to determine the exact re uirements for time and
developed and tested. A complete and current listing of sod recommendations p p q
can be obtained from suppliers or the State Agricultural) Xtension office. Sod fertilizer. $Oil tests may be conducted by the State soil testing tabor a reputable I j
composed of a mixture of varieties may be preferred becuase of its broader comme trial laboratory. Information on free sort testing is available from the
range of adaptability. Agronomic Division of the North Carolina Department of Agriculture or the
Agricultural Extension Service, Where sodding must be planned without soil
I
tests the following soil amendments may be sufficient:I j I
Table 6.12a
Types of sod Available in
North Carolina
1
• Pulverized agricultural limestone at a rate of 2 tons/acre (100 Illl
".
A
.-
• Fertilizer at a rate of 1,000 lb/acre (25 Ib/1,000 W) of 10 -10-10 in fall or
--•: -=' :.,.
5-10-) 0 in spring-
Roil sod immediately to Water to a depth of 4" Mow when the sod is es -
Equivalent nutrients may he applied with other fertilizer fom Ulations, -These
achieve firm contact as soon as the sod is tabGShed (2-3 wks). Set
amendments should be spread evenly over the area, and incorporated; into the
with the soil, laid, and continue the mower high (2-3"),
top 4-8 inches of soil by disking, harrowing, or other effective means, if
watering as needed.
topsoil is applied, follow specifications given in Practice 6.04, Topsailing•
H7gure5.12a Proper instalauorrvtyrass sod (modified from Va SWGC).
Prior to laying sod, clear the soil surface of trash, debris, roots, branches,
stones, and clods larger titan 2 inches in diameter. Fill or level low spots in
order to avoid standing water, Rake or harrow the site to achieve a smooth
3. Do not sod on gravel, frozen soils, or soils that have been treated recently
and level final grade.
with sterilants or herbicides,
Complete soil preparation by rolling or eultipacking to firm the soil, Avoid
C Lay the first row of sod in a straight line with subsequent rows placed
using heavy equipment on the area, particularly when the soil is wet, as this
may cause excessive compaction, and make it difficult for the sod to take
paralled to and butting tightly against each other, Stagger strips in a brick -like
root,
pat:tem. Be sure that the sod is not sr. _.._3 or Overlapped and that all joints
are butted: Tightly to prevent voids. Use a knife or sharp spade to trim and flt
irregularly shaped areas.
Sod lastailation A step-by-step procedure for installing sod is illustrated in
Figure 6.12a and described below.
5. Install strips of sod with their longest dimension perpendicular to the
slope. On slopes 3:1 or greater, or wherever erosion may be a problem, secure
1. Moistening the sod after it is unrolled helps maintain its viability. Store it
sod with pegs or staples,
in the shade during installation.
6. As sodding of clearly defined areas is completed, roll sod to provide firrit
2. ,Rake the soil surface to break the crust just before laying sod During the
Contact between roots and soil.
summer, lightly irrigate the soil, immediately before laying the sod to cool the
soil, reduce root burning, and dieback.
7• After rolling, irrigate until the soil is wet 4 inches below the sod.
SODDING INSTALLATION
FOR TWO (2) INCH FIRE LINES AND
DOMESTIC SERVICE
K X 2" TAPPING SADDLE
W/ 2" BALL VALVE
IY w WATER
METER
X 2" TAPPING SADDLE
W/ 2" BALL VALVE
FOR GREATER THAN TWO (2) INCH FIRE LINES AND
DOMESTIC SERVICE
8. Keep sodded areas moist to a depth of 4 inches until the grass takes root,
this can be determined by gently tugging on the sod -resistance indicates
that rooting has occurred.
9. Mowing should not be attempted until the sod is firmly roofed, usually 2-3
weeks.
Sodded waterways --Sod provides a resilient channel lining, providing
immediate protection from concentrated runoff and eliminating the need for
installing mats or mulch. The following points apply to the; use of sod in
waterways:
1. Prepare the soil as described in Practice 6.30, Grass -lined Channels. The
sod type. must be able to withstand the velocity of flow specified in the channel
design (,9p+flendix 8.05),
2. Lay sod strips perpendicular to the direction of flow, with the lateral joints
staggered in a brick -like pattern. Edges should butt tightly together (Figure
6.12b).
Flow
Lay sod across the
\,,. '}mow•.' e^, H, . �.
�- direction of flow,
T
Use pegs or stables to fasten sod firmly at the 6-10 "
ends of strips and in the center, or every 3-4'
if the strips are long. When ready to mow, _
drive pegs or staples flush with the ground. ,
. ........._,.,Peg or
y„ M ystaple
O. in critical areas, secure
J. sod with netting and
staples.
....w.,.. .AoA::�
Figure 6-12b installation of sod in waterways (modified from Va SWCC).
X 2" TAPPING SADDLE
W/ 2" BALL VALVE
L X TAPPING SLEEVE AND VALVE
OR X TEE WITH GATE VALVE
NOTES:
1. DOMESTIC BACKFLOW MAY BE LOCATED
INSIDE THE BUILDING.
2. THE FIRE LINE SHALL HAVE BACKFLOW
DEVICE WITHIN 100 FEET OF THE MAIN.
3. REFER TO THE CROSS CONNECTION CONTROL
ORDINANCE FOR ADDITIONAL I NFORMA ION
ON BACKFLOW REQUIREMENTS.
STANDARD TAPS
Tablc 6,12b
Characteristics of the Principal Lawn Grasses Grown as Sod in North Carolina
Species or Mixture
Adaptation
Maintenance
Annual
Mowing
Mowing
Shade
Heat
Cold
Drought
Wear
Fertilizer
Height
Frequency
2
(lb N/1000 ft')
(in.)
Kentucky bluegrass
good
fair
good
good
good
2.5-4
2
med.
Kentucky bluegrass/
good
good
good
good
good
2.5-3
3
high
Tall fescue
Tail fescue
good
good
good
good
good
2.5-3.5
3
high
Hybrid Bermudagrass
poor
good
poor
excel,
excel.
5-6
1
high
Centipedegrass
fair
good
poor
good
poor
0,5
1
low
u ustine
St A g grass
good
g d
good
o
poor
good
r
poor
2:5
2-3
med.
Zoysiagrass
fair
good
fair
excel:
good
1.5
1
high
Adapted from Carolina Lawns, NCAES
Bulletin no. AG-69,
1 Mier rolling nr tarnping to create a firm contact, peg or staple individual sod
strips to resist washout during establishment. Jute or other netting material may
be pegged over the sod for extra protection on critical areas.
Maintenance After the first week, water as necessary to maintain adequate moisture in the
root zone and prevent dormancy of the sal.
Do not remove more than one-third of the shoot in any mowing. Grass height
should be maintained between 2 and 3 inches unless otherwise specified.
After the first growing season, established sod requires fertilization, and may
also require lime. Follow soil test recommendations when possible, or use the
rates in Table 6,12b.
Cape Fear Valley
Health System
Architect of Hecord
rpa �a r
5960 Fairview Road
Suite 500
Charlotte, NC 28210
704
887.3500
887,3507 fax
Consultants
MECHANICALIELECTRICALIPLUMBINGIFIRE PROTECTION:
AVLeach Wallace Associates, Inc.
1200 East Morehead, Suite 280
Charlotte, North Carolina 28204
Phone:[phone]
Fax: [phone]
'RUCTURAL:
Mabry Engineering Associates, Inc.
940 Shull Street Suite 100
West Columbia South Carolina 29169
Phone: [phone]
Fax:[phone]
Project
Hoke Community
Medical Center
City, State
HOKe county, NC
Project Number
CH10.0011.GE
Issued For
For Construction
Item Date Description
2. 12-12-12 Revisions per NCDENR
3. 1-10-13 Revisions per NCDENR/DWQ
*3b�61/oS°71ho� ��ie
Drawn By - JLR
Checked By - KSC
Seal / Signature
Sheet Title
Site Details
Date 09.12.12
Sheet Number
C4m2
document is the property of RPA Design and RPA Design retains all rights therein, including copyrights.
It may only be used in a manner consistent with RPA Design's rights while RPA Design is providing services for the specific project identified or referred to herein orextensions thereto.
It may not be used for any other purpose except with the express written agreement of, and compensation to, RPA Design,

TREE PROTECTION FENCE
55 SEE DETAIL
3 50' SETBACK
SOD -UP TO PROPOERTY LINE
44 QVC
5646 \
r- SEED
LL1 I 4 QVC
LL
SODJ SO jj�� �
TOP T&A �A KF<A TU R E QVC
s
WETLANDS DO \
NOT DISTURB '` ' `•`
QVC
L i is L' N U
SURVEYED PROPERTY LINE
X X
FENCE LINE
RIGHT OF WAY LINE
LINE NOT SURVEYED
DITCH LINE
- E
UNDERGROUND ELECTRIC LINE
- T
UNDERGROUND TELEPHONE LINE
P
OVERHEAD POWER
SS
SANITARY SEWER LINE
CTV
CABLE TV LINE
SO
STORM DRAIN LINE
R/W
RIGHT-OF-WAY
BC
BACK OF CURB
EP
EDGE OF PAVEMENT
SANITARY SEWER MANHOLE
STORM DRAINAGE MANHOLE
8
TELEPHONE MANHOLE
Will
CURB INLET
N
WATER VALVE
©
GAS METER
Jx
LIGHT POLE
JJ
POWER POLE
y
GUY WIRE
❑
DROP INLET
CFO@
CLEANOUT
®
WELL
0NIP
NEW IRON PIN (SET)
0 EIP
EXISTING IRON PIN (FOUND)
EI=
RIGHT OF WAY MONUMENT (FOUND)
•
COMPUTED POINT
TREE LINE
QVC
• Q 1
NC GRID
TREE PROTECTION FENCE
SEE DETAIL
QVIC
1 r
/ APPROX. SHWT=242.00
SOD
I
I
PLANTING NOTES:
1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM STANDARDS SET FOR THE-AMERICAN STANDARDS FOR NURSERY
STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC., WASHINGTON. D.C.
2. ALL PLANTS SHALL BE COMPACT, UNIFORM, AND WELL GROWN. PLANTS SHALL NOT BE LOOSE, OPEN PLANTS. THE
OWNER'S LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY AND ALL MATERIALS WHICH DO NOT MEET
THESE REQUIREMENTS.
3. ALL PLANTING BEDS SHALL BE MULCHED WITH 3" THICK COMPOSTED/MILLED PINE BARK.
4. ALL PLANTS SHALL BE FREE FROM DISEASE, INSECT INFESTATIONS, AND INJURIES.
5. ALL PLANT BEDS SHALL HAVE A 4" V—CUT TRENCH INSTALLED AT THE PERIMETER OF THE BED.
6. CONTRACTOR MUST PROVIDE A ONE YEAR WRITTEN GUARANTEE FOR ALL PLANT MATERIALS FROM THE DATE OF FINAL
ACCEPTANCE BY THE OWNER AND THE LANDSCAPE ARCHITECT.
7. THE SPECIES, VARIETIES, CULTIVAR AND SIZE LISTED SHALL BE PROVIDED AS SPECIFIED WITHOUT EXCEPTION. SUBSTITUTIONS WILL BE
PERMITTED ONLY UPON WRITTEN APPLICATION BY THE CONTRACTOR TO THE LANDSCAPE ARCHITECT, AND WHEN APPROVAL BY
LANDSCAPE ARCHITECT IS IN WRITING.
8. SYMBOLS: B&B = BALLED AND BURLAPPED; O.C. = ON CENTER; GAL. = GALLON CONTAINER, M.S. = MULTI —STEM;
HT. = HEIGHT, CAL = CALIPER.
9. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL PLANTS ILLUSTRATED ON THE PLANTING PLAN. IF
ANY DISCREPANCIES EXIST BETWEEN THE QUANTITIES LISTED ON THE PLANT LIST AND THE QUANTITIES SHOWN ON THE PLAN,
THE CONTRACTOR SHALL PROVIDE ALL QUANTITIES ILLUSTRATED ON THE PLAN. IF ANY PLANTS ARE SHOWN NOT LABELED,
THE CONTRACTOR SHALL VERIFY THE PLANT IDENTITY WITH THE LANDSCAPE ARCHITECT AND THESE PLANTINGS SHALL
BE INCLUDED IN THE CONTRACTOR'S INITIAL BID.
10. SOIL AMENDMENTS SHALL BE UNIFORMLY SPREAD AND CULTIVATED THOROUGHLY BY A MECHANICAL TILLER INTO THE TOP 8"
OF SOIL THROUGHOUT SHRUB BEDS.
11. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND THE OWNER IN WRITING OF ALL SOIL
CONDITIONS THE CONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANT MATERIALS. PROPER DRAINAGE MUST
BE ASSURED.
12. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB —BASE AND CONSTRUCTION DEBRIS BEFORE PREPARING
SOIL AND PLANTING TREES.
13. FOR AREAS TO RECEIVE TREES, REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL/PLANTING MIX —OR— UNCOMPACT AND AMEND
TOP 24" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQ. Fr.
PER TREE). ALL TREES WILL BE PLANTED IN AMENDED SOILS IF EXISTING SUITABLE TOPSOIL HAS BEEN REMOVED.
14. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE REMOVED FROM ROOT BALL PRIOR TO BACKFILUNG PLANTING
PIT. REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL.
15. NO TREE SHALL BE PLANTED ON A SLOPE GREATER THAN 3:1.
16. PROVIDE AND INSTALL PREPARED PLANTING BED FOR ALL AREAS SHOWN TO RECEIVE PLANTING. TOP 8" SHALL BE 25X
WELL DIARY COMPOSTED COW MANURE AND 75X NATIVE TOPSOIL, THOROUGHLY MIXED (2" LAYER OF COMPOSTED DAIRY
COW MANURE ROROTILLED TO 8" DEEP). PREPARED SOIL SHALL BE FINE TEXTURED AND FRIABLE AND RAKED TO CREATE
A SMOOTH SURFACE. MULCH COMPLETED PLANTING BED W/ 3" THICK LAYER OF MILLED, COMPOSTED PINE BARK MULCH.
17. FOR TREE PLANTING DETAIL, SEE SHEET C4.3.
18. SITE LIGHTING POLES SHALL NOT BE LOCATED WITHIN PARKING LOT ISLANDS CONTAINING TREES. SITE LIGHTING
MUST NOT INTERFERE WITH TREE PLACEMENT.
19. CONTRACTOR SHALL PROVIDE A SUBMITTAL OF DOCUMENTATION FROM THE NURSERIES WHERE TREES/SHRUBS/PLANTS ARE PURCHASED
CERTIFYING THAT TREES/SHRUBS/PLANTS SUPPLIED FOR THIS SPECIFIC PROJECT ARE TRUE W SPECIES AND CULTIVAR SPECIFIED ON THE
LANDSCAPE PLAN.THIS REQUIRED SUBMITTAL MUST BE APPROVED BY THE LANDSCAPE ARCHTECI PRIOR TO DELIVERY AND PUNTING.
PERMANENT GROUNDCOVER NOTES:
1. UNLESS OTHERWISE NOTED AS AN AREA OF EXCEPTION, ALL DISTURBED AREAS, INCLUDING PARKING LOT ISLANDS AND LAWNS, SHALL
RECEIVE 'EMPIRE' ZOYSIA SOD OR APPROVED EQUIVALENT. SOIL SURFACE SHALL BE PROPERLY PREPARED TO RECEIVE SOD, INCLUDING
RAKED SMOOTH AND FREE OF STONES AND OTHER DELETERIOUS MATERIAL UPON ACCEPTANCE BY THE OWNER AND THE LANDSCAPE
ARCHITECT, CONTRACTOR SHALL PROVIDE A 1—YEAR WRITTEN WARRANTY FOR SOD. SODDED AREAS WILL BE ACCEPTABLE WHEN A
DENSE HEALTHY TURF IS ATTAILED, FREE OF BARE OR DEAD SPOTS.
IRRIGATION NOTES:
1. PROVIDE AND INSTALL A MULTI —ZONE UNDERGROUND IRRIGATION SYSTEM WITH ELECTRONIC PROGRAMMABLE CONTROLLER FOR ALL
AREAS TO RECEIVE SOD AND PLANTINGS. TREE, SHRUB AND GROUNDCOVER PLANTINGS SHALL RECEIVE DRIP IRRIGATION AND SOD
AREAS SHALL RECEIVE A COMBINATION OF SHORT THROW AND LONG THROW HEADS BASED ON AREA TO BE IRRIGATED (PREVENT
OVERWATERING ONTO PEDESTRIAN AND VEHICULAR AREAS). A SHOP DRAWING SUBMITTAL FOR THE IRRIGATION SYSTEM IS REQUIRED FOR
APPROVAL PRIOR TO CONSTRUCTION. IRRIGATION SHOP DRAWING SHALL BE PREPARED BY AN IRRIGATION ASSOCIATION CERTIFIED
DESIGNER. IRRIGATION DESIGN AND CONSTRUCTION SHALL INCLUDE ALL NECESSARY ELECTRICAL AND PLUMBING, INCLUDING
IRRIGATION METER AND BACKFLOW PREVENTER.
This document is the property of RPA Design and RPA Design retains all rights therein, including copyrights.
PLANTING SCHEDULE
ANIIIIES AIR
hOrl CONVENIENCE ONLY CONTRACTOR 15 NESPONSIBLE
FOR ACTUAL PLANT MATERIAL SHOWN
ON PLANS
SYM.
QTY.
BOTANICAL NAME
COMMON NAME
ROOT/CONTAINER
HEIGHT/SIZE
COMMENTS
QVC
11
IXIERCUS VIRGINIANA 'CATHEDRAL!
'CATHEDRAL' SOUTHERN LIVE OAK
B & B
e CAL, WELL BRANCHED
MATCHED SPECIMENS
SOD
12
68
1 01 14
69
70
59
t
/
r
103
67
71
CO
SITE
o Il
VICINITY MAP — NTS
22 TREE PR
SEE DE1
1
'2 0 /
WETLANDS DO
NOT DISTURB
WETLANDS DO
NOT DISTURB
STREAM FEATURE
30 0 15 3D 60 120
SCALE: 1" = 30'
Cape Fear Valley
Health System
Architect of Record
rpaJ (sC n
l�
5960 Fairview Road
Suite 500
704 arlotte, NC 28210
887.3500
887.3507 fax
Consultants
MECHANICALIELECTRICALIPLUMBINGIFIRE PROTECTION:
Wallace Associates, Inc.
imrLeach
1200 East Morehead, Suite 280
Charlotte, North Carolina 28204
Phone:[phone]
Fax:[phone]
STRUCTURAL:
Mabry Engineering Associates, Inc.
Df r Ei} 1'
840 Shull Street, Suite 100
West Columbia, South Carolina29169
Phone:[phone]
Fax:[phone]
cl
GeoScience Group
E�SCI
GENCE
GEQSCI
ROUP
500-K Clanton Road
Charlotte, NC 28217
Phone:[phone]
Fax:[phone]
ARCHITECTURAL CONSULTANT:
TSP
1112 N. West Ave.
rk,
Sioux Falls, SD 57104-1333
Phone [phone]
Fax [phone]
Project
Hoke Campus Lawn
City, State
Hoke county, NC
Project Number
CH10.0011.GE
Issued For
For Construction
Item Date Description
1 10-22-12 ADDENDUM #1
3. 1-10-13 Revisions per NCDENR/DWQ
-3W4/��0,��•7M0o 6�.6 /1
Drawn By - JLR
Checked By - KSC
Sheet Title
LANDSCAPE
PLAN
Date 10.5.12
Sheet Number
L I A
11 vnp .._ wu I'll mm ram nynu venue ,rM VeSign IS provlmng sane es t0! the speOmO project dentltled or referred to herein or extensions thereto.
ay not be used for any other purpose except with the express written agreement of, and compensation to, RPA Design