SW6101204_APPROVED PLANS_20110303

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
Sw/_aZc�/0�1 �
DOC TYPE
❑ CURRENT PERMIT
L APPROVED PLANS
(/❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
p((D 3 0
YYYYMMDD

1 1 2 1
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NOTES:
1. SEASONAL HIGH WATER TABLE (SHWT) DEPTHS PROVIDED BY FORT BRAGG
DEPARTMENT OF PUBLIC WORKS, ENVIRONMENTAL COMPLIANCE BRANCH. READINGS
ARE FROM SPRING 2009 AND MEASURED FROM TOP OF WELL CASING.
SHWT
DEPTH 2O.24 FT
LEGEND:
O MONITORING WELL
N \
T /
30' 20' 1 0 30'
SCALE:'" = 30'-0"
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PLATE
REFERENCE
NUMBER
B-102
SHEET8of277

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OPTION 1
PROJECT MAIN ENTRANCE:
LAT: 35' 16' 22" N (N:514088.71)
LONG: 79° 00' 35" W (E:1998760.08)
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-LOC 2
OPTION 2
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VIU1IVl I Y INAAF
N.T.S.
DIREC T K)NS TO PROJECT SITE:
STARTING AT THE INTERSECTION OF ROUTES 87
AND 401 IN FAYETTEVILLE, NC. TRAVEL NORTH
ON ROUTE 87 APPROXIMATELY 5.3 MILES. THEN,
TURN LF-T AT BUTNER ROAD. TURN RIGHT AT
MALVES",'ii STREET AFTER 2.25 MILES. TURN
RIGHT ONTO SHUGHART WAY AFTER 0.21 MILES.
TRAVEL 0.32 MILES TO THE MAIN ENTRANCE TO
THE PROJECT SITE. THE PROJECT IS LOCATED
ON THE nIGHT SIDE OF THE STREET.
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-- required by the stormwac .,- n Nc.nnCarc4n-.
rules require that the 1 I in., Y. em designer
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NOTES
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1.
LOC IS THE LIMIT OF
~'
CONSTRUCTION FOR THE BASE BID.
2.
LOC 1 IS THE EXPANSION OF THE
t
LIMIT OF CONSTRUCTION TO
INCLUDE THE IMPROVEMENTS FOR
OPTION 1.
13.
LOC 2 IS THE EXPANSION OF THE
-
LIMIT OF CONSTRUCTION TO
INCLUDE THE IMPROVEMENTS FOR
`
OPTION 2.
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OF ENGINEERS
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REFERENCE
NUMBER
G1101
L SHEET4of277 J

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1
1
CIVIL
STANDARD ABBREVIATIONS
APPROX.
APPROXIMATELY
AT/FP
ANTI-TERROISM / FORCE PROTECTION
BLD.
BUILDING
C.C.
CENTER TO CENTER
CLR.
CLEARANCE
CONIC.
CONCRETE
CG
CURB AND GUTTER
DIA.
DIAMETER
DOD
DEPARTMENT OF DEFENCE
DOT
DEPARTMENT OF TRANSPORTATION
DS
DRAINAGE STRUCTURE
E
EASTING COORDINATE
EX
EXISTING
ELEV.
ELEVATION
E/P
EDGE OF PAVEMENT
F.F.E.
FINISHED FLOOR ELEVATION
FL
FLOW LINE
G
GRADE ELEVATION
H/W
HEADWALL
INV.
INVERT
LF
LINEAR FEET
LOC
LIMIT OF CONSTRUCTION
MAX.
MAXIMUM
MIN.
MINIMUM
M.E.
MATCH EXISTING
N.
NORTHING COORDINATE
N.T.S.
NOT TO SCALE
O.C.
OFF CENTER
O.D.
OUTER DIAMETER
ONUS
OLD NORTH UTILITY SERVICES
R
RADIUS
T/C
TOP OF CURB
T/W
TOP OF HEADWALL
TYP.
TYPICAL
UFC
UNIFIED FACILITY CRITERIA
VAR.
VARIES
W/
WITH
DESIGN STANDARDS
o FORT BRAGG INSTALLATION DESIGN GUIDE (IDG)
c NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DESIGN MANUAL
• NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL PLANNING &
DESIGN MANUAL
c NORTH CAROLINA DIVISION OF WATER QUALITY STORMWATER BEST
MANAGEMENT PRACTICES MANUAL
• AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES
FOR BUILDINGS AND FACILITIES (ADAAG)
c LEED GREEN BUILDING DESIGN AND CONSTRUCTION REFERENCE
GUIDE, 2009 EDITION.
c DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS (UFC
4-010-01)
• PAVEMENT DESIGN FOR ROADS, STREETS, WALKS AND OPEN STORAGE
AREAS (UFC
3-250-01 FA)
2 I 3
GENERAL NOTES LEGEND
1. THE CONTRACTOR SHALL VERIFY THE PROJECT BENCHMARK
AND PROJECT BOUNDARY BEFORE CONSTRUCTION BEGINS.
2.
UTILITIES AS
RESPONSIBIL
HORIZONTAL
BEFORE THE
It10191vilvi1L'L`1�
T�
IT IS THE
TO VERIFY THE
> OF ALL UTILITIES
3. THE GEOTECHNICAL REPORT WAS PROVIDED BY THE SOILS
SECTION, GEOTECHNICAL & HTRW BRANCH OF THE U.S. ARMY
ENGINEER DISTRICT, SAVANNAH, DATED AUGUST 2010. IT IS
THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP A COPY
OF THIS REPORT WITH THESE IMPROVEMENT PLANS AS WELL
AS TO FOLLOW THE RECOMMENDATIONS STATED WITHIN THE
REPORT.
4. THE CONTRACTOR SHALL CONTACT THE INSTALLATION
UTILITY LOCATOR TO LOCATE EXISTING UTILITIES PRIOR TO
BEGINNING ANY WORK.
5. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL
EXISTING UTILITIES AND STRUCTURES BEFORE CONSTRUCTION
BEGINS.
6. ANY REQUEST FOR MODIFICATIONS TO THESE PLANS BY THE
CONTRACTOR MUST BE REQUESTED IN WRITING TO THE
OWNER AND ENGINEER FOR APPROVAL PRIOR TO ANY
CHANGES. IF CITY/STATE/FEDERAL APPROVAL IS REQUIRED
FOR THE MODIFICATION, IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO OBTAIN THOSE APPROVALS. ALL APPROVED
MODIFICATIONS SHALL BE DOCUMENTED ON THE AS -BUILT
PLANS BY THE CONTRACTOR.
LIMIT OF CONSTRUCTION
BUILDING TO BE
REMOVED BY OTHERS
GRAVEL ROAD TO BE REGRADED AS
NECESSARY
PAVEMENT / SIDEWALK TO BE
REMOVED
VEGETATION TO BE REMOVED
UTILITY LINE TO BE
REMOVED
UTILITY STRUCTURE OR
TREE TO BE REMOVED
UTILITY STRUCTURE TO BE
PROTECTED & ADJUSTED
TO FINISHED GRADE
EXISTING MAJOR CONTOUR
W/LABEL
EXISTING MINOR CONTOUR
W/LABEL
PHASE 1 CONTOUR
W/LABEL
PROPOSED MAJOR CONTOUR
W/LABEL
PROPOSED MINOR CONTOUR
W/LABEL
EXISTING GRADE ELEVATION
PROPOSED GRADE ELEVATION
PROPOSED SIGN
WATER MAIN LINE
SEWER LINE
STORM LINE
WATER VAULT
FIRE HYDRANT
SEWER MANHOLE
STORM MANHOLE
FLARED END SECTION (FES)
STORM INLET/JUNCTION BOX
CLEANOUT
Il
0
X
m
250
248
249
250
5
SECTION SYMBOLS
VIEW SECTION OR DETAIL
SECTION IDENTIFICATION
NUMBER
A
CG101 CG301 PLATE NUMBER ON
WHICH SECTION IS DRAWN
SYMBOL WHERE SECTION & PROFILE IS TAKEN
C SECTION
PLATE NUMBER ON CG301 Cc101 PLATE NUMBER ON
WHICH SECTION IS DRAWN WHICH SECTION IS TAKEN
SYMBOL WHERE SECTION PROFILE IS DRAWN
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SGLAL s SIGNATURE
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�.���'' •'' ��`r PRINTED NAME
S
Z I K)t`� TENG & ASSOCIATES
l PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE
DOCUMENTS WERE PREPARED UNDER MY SUPERVISION AND APPROVED BY ME
AND THAT 1 AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF NORTH CAROLINA, LICENSE # i fo �-7 2
EXPIRATION DATE--IDATE-L*3-y I I
US ARMY CORPS
OF ENGINEERS
SAVANNAH
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PLATE
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NUMBER
G1102
E E T 5 of 277

1 I 2 I 3 I 4
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'` 3-16 i��iN j '� 11 \�� DI=250.86 ''vi2 1``� \ \\` \\\1 i \
v - SUMP=�45 06 \�\ 1� / ' GENERAL NOTES
X TAB- gU 36" RCP�7�4.970'
)1 E F E.= 25 �� • ,r ��� :`� 6" RCP=24408 �� \� \\ `\ \ 1. EXISTING CONDITIONS INFORMATION DISPLAYED IS A CONSOLIDATION OF FOUR SOURCES:
I \ y Spp
A\ I N I 1 \\ \ ` `\\\ \ - ON T
>`n i SIB .: ' �:: i \ ` `
1 I SI E
1 /� // ( 1 FIELD SURVEY PERFORMED AND PROVIDED BY LOWE ENGINEERS, LLC LOCATED
- \I I � G"f I ' ( '1 �. � .. �� -- \ � •� I / to y, �\ � ��\\\ `� `� � `� )
N.
cik # 3' I lJ \ \ , - \ _ _ _ - \ E �S�` ,\ \ ` ` 1\ AT 2000 RIVEREDGE PKWY STE 400, ATLANTA, GA 30328, PHONE # [phone].
1 1 g��G • �gl N� ' s \ D[ 250.86 \ +9.360N�:•E E\LECp \ SURVEY WAS COMPLETED IN APRIL 2010 AND SEALED 5/12/2010
T A�- g 56.3/ N ._ 36- �CP=246.03 1a OHE/\ ... ,� 1
I e 1BOX \� 1 1 \\ 2 SANITARY AND WATER ATLAS PROVIDED BY OLD NORTH UTILITY SERVICES
D 1 ( % 1 :: "i. i IVI C _ 2 \ \ \, 36' RCP=245.82 Qom' "50.67=250.74 �. \ )
<- I A •F ,E, °� 36'�RCP,245.80 0} 0; '. ___- ,� (, -PHASE 1 PROPOSED CONSTRUCTION:
W i ` a\ h== h1 m /.<'� 3 SITE PLAN PROVIDED BY HSMM/AECOM
li I I I � '°; •�l.' ON -�PP •�d720 i;�• ' ,\GW �j"'� \ �\ � )
I I /'4D' - 63•=.' a pRR1E '' X `��' \ `I - OFFSITE NORTH OF UNNAMED ROAD:
o' 62✓ 4) EXISTING CONDITIONS SURVEY PROVIDED BY GREENHORNE & O'MARA
\ I 1 i / �x x p SUMP 2 510. 14 It Ex :r # 52 \ \
o 5f 51.27 i 79 \
,` �1 s° • - S,. RCP- /�- PP s x 5 a.43. _ `.;:... 564 2 53 \ \ ` ` 1\ 2. ELEVATIONS SHOWN IN PARENTHESIS INDICATE PRESUMED ELEVATIONS BASED ON FIELD
�' -49 ' 2.95 •;r 1.93 ; - \ \ , `\ 1
� :- __ "' 1:2 \ 1 OBSERVATIONS.
xJ3.27 R1PRA
' >=• \52
.✓ sox-i::ro:: 3 1_;s. ,LO 51.3 ( TBM 200
3' N: 514270.258 - 3 \ PP/U E _ - - '\ s �.�'" 52.89 ,� _ 5 � ,,,� r, � 3. NO WETLANDS EXIST WITHIN THE CONSTRUCTION LIMITS. DETERMINED BY:
/ / I l _ s;:''Rpp 53x ...';.,:.._ 51.59 E: 1999051.766`253 I Z I v 1
W "`'`"' NpM - S EL: 251.60 /K 199 \ w \ I LORIE LOCKLEAR, ENVIRONMENTAL ENGINEER
l l Ill 1s PP ELEC#:id`UN G }_.'.:_`..-. ,ti NA[
0 251.71 5\•
I I I 6QO.. 53.7 N: 14271.3] 3 / q ' &9 / I I 1 m ' FORT BRAGG DPW -ENVIRONMENTAL MANAGEMENT BRANCH
°S1B0 ...: -:;; _ _ ,. cp::, x 52. 38, E: 1998961. 770 _ _ _ ; \ ' 1
5.,08:.>:` "' 7 I m ➢`� ; `\ BUILDING 3-1137
/ % ; ; ; \ ,;. 6\ - -°...• a: 55.76 ':: ,L R E� 25 58 X. 6
l BUTNER ROAD
pRR P y 51.9�
54.7 8 53.0052.49
l ,P - .. .;;_:..... I / r INS �r h\ •M
N -_ OI ( COVERED 1 ti 1 1\
i I � ^ , ,�, •�:�: - � p��.' \ TYP, 3" BOLLARD , , 1 20 IN --• „ i `, � ' 1 I � I FORT BRAGG, NC 28310
M O .+ ,EL 255.8 MW a
/ 3 ._ �' x 53.22 n I N/A ° T I o 1,
? ; E =2 5 . 1 P 53.21 X � ALL,/(`)RASS I TOP -260.03 ! EL= 2.94 50 1• 17 i \; \ `\ TELEPHONE: [phone]
53.97 I MW ' N 53 c. ~
/ r � 2 , 53.60 I � � � 1, 1 � ,
1 II' TALL GRASS EL = 252.83 I o . ` ` 1 ` SURVEY N 0 T E S
' �-- �' '�53. d� 1 )
/ 11
I 1.1
TALL GRASS q , I, r .
h Q SMALL BUSHES AND' \• / �52.116 `J\ , `� \ WI � 1. FIELD WORK COMPLETED APRIL 2010, BY LOWE ENGINEERS. LLC.
h , �O = J
%TBM =: \ SMALL P,kNES I TYP, 3" BOLLARD 1. 4 51. \ ; I ; I r
N: 5141911 ' ) ' ` Q ' �' 53.8�_�=Q•--`5�.70 " ;' ' ' ' ' r ' I 2, HORIZONTAL DATUM= NORTH CAROL I NA STATE PLANE, NAD83.
E: 1998/3 �253.39 I / 5l.33 - _ 2S'- k
EL: 253.5 _'. a52.99 r c� TALL,tiRASS -53.00 S 3 f i i ' ' i i I 3, VERTICAL DATUM: NAV088 ( MSL) .
]2' RCP=253.$, MW c� , 53.6fY ,73 54.44
�' ' ` (2p3.2 _�25�. � � � � r, 5 r
/ go 5 .5 \ - \ EL=252.�1 01 ' 4, COORDINATES SHOWN FOR BM'S AND OTHER CONTROL POINTS ARE
aF y 54. 77 p l ,' ( ' s+
' a \ ~ ,'ti 54.01 , SHOWN IN FORMAT OF ID, NORTHING, LASTING, AND ELEVATION AND
12' RCP=25313,9 , `�' 196 0 `� \ TAC GRA / ! / /r _ _ _1 SO I , 1 1 I r I EX. ISSMH
1 s A � q , /, , , WERE SET BY LOWE ENGINEERS LLC.
N \ ` G4�1 / i. TYP. 3 bLLi ;.,--� -- + / ' l I r RIM=257.41
COMM JUNC. B X� // - II o / ' ' .
X+ • 7 S b , /'/,r'•;-�'il„ s / ' ; ' r ; ; ' �-INV. IN=250.99 5. WHERE NOT FIELD LOCATED, THE UTILITY LINES (WATER, SANITARY SEWER, GAS,
EL=256.32 D Y \ \\ n „51. h �2 <28 r/ y l , , S4 ,
P 1 TR�1f�S• 1 /' /,/ , `+' ' i / STORM DRAINAGE AND ELECTRICAL/COMMUNICATIONS) WERE INPUT PER PLANS/FILES
Np cn X I , s l / :. �, ll / / , 1 INIb.. IN=251.09
* PROVIDED BY THE CORPS OF ENGINEERS, AND PER MAP PROVIDED BY CLIENT WITH
_ n r5 .04 /'tn MW r / ,ir !/lill / ' / / 1 IN.V OLJT=250.09
D 55•-n,�.�o , ',r J ,'� / ,/, CD, Ll / , r , THE SCOPE OF WORK. THESE LINES WERE THEN LABELED AS "APPROX. LOCATION
1 s z�c /r x //,r ,2�0 n 54.37 c�5 r ' ' �n
o '53.05 M /,r ,J �2 I / / r (FROM PLANS)". "APPROX. LOCATION END NOT SURVEYED OR BOTH.
'r r / c
n ) �iGW F xM i'i i i r /'( 6� �8 �. 54.45 STMH ' 1 i I i
0 0 \ MW '53.61 / " 1 1 6, SOME UTILITIES MARKED IN FIELD AT TIME OF SURVEY.
Z 5. 7 ®EL= 4 73 �6�` \ i gOx I I
N �M / `\ " '-254 ' 1 7. DUE TO NO SUPPORTIiMG DATA, SOME UTILITIES WERE NOT CONNECTED. THESE ITEMS
I 9rt
507 99 n \254.5 Y. q\ 5�� D[ ' 44 i 55.23 i / WERE NOTED WITH "iV/A". OR "CONNECTIONS N/A"
%Z �,53 81
c.r7� `
� 5 16 �`/ w 54.78 i o . i1 i i 8, ALL SIDEWALKS ARE CONCRETE AND IN GOOD CONDITION, UNLESS OTHERWISE NOTED.
N�� I / r cn O __ sr" v ' i ' i
1 'V' " PP (NAILL ` %%/ ' `•-"'SQ 54.52 ,'`� ,'"" i' / I ' ; I ; LEGEND
ep o N: 514051.29 C° %Q TREE HARDWOOD HW HEAD WALL ® APPROACH LIGHT
LP v \tW 'L``� E: 1998860.5 1 , /r ' Ss \ I, , n
y INV. INVERT ELEVATION Q H EL: 254.56 �/ r GHQ S� 25� TREE - CONIFEROUS CMP CORRUGATED METAL PIPE WATER METER
1=254.65 2 255.80 0 ,° BQ %/,' J i- _ 4.66 i % % / TREELINE RCP REINFORCED CONCRETE PIPE TRANSFORMER
UMP=253.63 x 3 y _ -' ` N 4. 4 SSMH APPROX. L LINE BREAK -W- WATER LINE El
S0 'S9 553 --- -'j MH APPROX, 5' L WER FJ2 i i 2 CENTERLINE O'FH FIRE HYDRANT H
1 'RCP=251.90 3 20 p` 4_ 7 Ste, i - o m RUNWAY LIGHT
2 ' RCP=251.90 ,,; £20" RCP=253 1 �-�;,- �� .��• , THAN BLD FFE PE � , __ ,� � r , r , / , CONCRETE CURB AND GUTTER 6 WV WATER VALVE
n 252. - 1� i / ' - 27.15 ,� DITCH ® WM WATER METER
0 _ nY� - FOREMAN COMMENT o• 1 , N/A NOT ACCESSIBLE
_5 ---- '�j0 55.59 _ ', -- n fi i / EDGE OF WATER FEATURE (POND) FDC FIRE DEPARTMENT CONNECTION
2{ / - N �259. ° / LOGE OF ASPHALT - GX GAS LINE
s b S aSV1----255--- ----- --' �' / , O BOLLARD
x - - - m / ROAD CENTERLINE
X3 DI-255.70 - f_-- ,r 55.54 SS 24" RCP Z52-29---- vn 1 „ / GV GAS VALVE
g FULL OF WATER P TC6rT 55. 3 24 RCP=252.47 ',?6, �W..31 "-`S---259.07 '' DZ \I �' � i i ' � -400- EDGE OF STRUCTURE ®GM GAS METER SWALK SIDEWALK
Sp o 1 Z 5 , MAJOR CONTOUR W/ LABEL AC AIR CONDITIONER
SUMP=253.11 ' HW= 56.56 1 1 1 `I \ I ; ; OH SIG OVERHEAD SIGNAL
n 0 BORE HOLE
MINOR CONTOUR
D1=256.37 N X 5$•�5 1 ' 400.00 SPOT ELEVATION BH BORE HOLE
.�� m q FULL OF DIRT //5, ( C NC PAD / CONTROL POINT MON. WELL MONITOR WELL CB CONTROL BOX
SUMP"252.86 � r 1 I I / 1 � � A
20" CP=253.50 , x MONITOR WELL
24" RCP=252.90 S (252. 2) 1 \ 0 3 i I ,1 o g M TBM FFE FINISHED FLOOR ELEVATION TP TELEPHONE POLE
24" RCP=252.92 ' wx 66 `I o j / i j BM BENCHMARK Aw SIGN ANT ANTENNA
1--256---- , m \ I, , r ' , r . 1 CI CURB INLET
" o SSx �56.06 \ cD P v U ' EL. ELEVATION APPROX. APPROXIMATE
20' RCP 254, w \; --" m i N o 1 f ,� TY,P. 3- 4OLLARb O WETLAND BOUNDARY MARKER
�j8' ,, r / RB/CAP REBAR WITH CAP LOC. LOCATION
41I '„ / MH MANHOLE N/F NOT FOUND WET AREA UNDERGROUND DETONATOR
`1 I r- 1• c � J /I /
ca 1� 1 ` C N W / TRANS. TRANSFORMER N/S NOT SURVEYED CP CAMERA POLE
�+ n co Sx o CONC. FND \ ..1 , / / ' JERSEY
rn s p G cP r� / / JUNC JUNCTION BARRIER
h `' ' -nn� I o, L-25 h /I / ' ELEC. ELECTRICAL
tl 257.17 I \ " Z ' 1 SDMH 3x " / EM ELECTRIC METER COND.
ANDDITION
SU = 253. 13 56. 5 % ` - ; "' ' ((( % POWER POLE
Y� n N c TOP-2 9.30 O CONC. CONCRETE
24' RCP=253.17 S* f �S7 \ G c 1 Ii ' i PP POWER POLE W/ WITH
SUMP=2*.8j 1
o r ' "i I'14 -� GUY WIRE N.T.S. NOT TO SCALE
wvdx 18' CP=254.34 `I a �257.01 �oz `�4- RCP•'24$ 7 J ", ,
18" P=254.25 `�' � -� CONC. PAD ZO '� rt 5� i i I i I, � GW GUY WIRE (TYP.) TYPICAL
o, �^ 24- RCP 250. o-tt
o� ` `� LIGHT POLE/TRAFFIC LIGHT AVE. AVENUE
TOP=258. 2 9 \ �' ` l LP LIGHT POLE ASPH ASPHALT
Z .2 ' 57.37 \ Z `1 I1 REGT. REGIMENT
8' CLAY= 2.81 \ Sg N , OHE OVERHEAD ELECTRICAL LINE MPH MILES PER HOUR
Z - ` 3 4 - EX OVERHEAD ELECTRICAL LINE
4' PVC=25 60 257.17 \II T ELEC METER c - -
-ElX1- UNDERGROUND ELECTRICAL LINE RIPRAP
E�=256.32 C. OS 57. 5 N z • 1� o+ i' '1'1 ,�,f ----- ❑E ELECTRIC MANHOLE CONCRETE
�g ❑
- ,i p CONTROL BOX/ELECTRIC BOX/METER GRAVEL
57 41 Ip 58.54 2S9
M o % , ❑ COMMUNICATION ACCESS
Comh. COMMUNICATION
- CX OVERHEAD COMMUNICATION LINE
9 ss 0.5 D � � + 0OVERHEADCOMMUNICATION LINE
UNDERGROUND N
A 1s I m 260",,,,
TELE PED TELEPHONE PEDESTAL
x x UG UNDERGROUND
59. 6 1 T SS MH SANITARY SEWER MANHOLE r..�""�•�+�.. ,
,'
S SANITARY SEWER LINE
CA
Sg \ i TRANS ""- wx O+,-------�------''° BM © SANITARY SEWER MANHOLE ,c'r���SSpt��9�'s
2 \ 57.9� EL=26 32 `�� ""-� " ®CD CLEAN OUT �QO Ny s
A / Nx VCP VITRIFIED CLAY PIPE 30' 20' 10' 0 30' JQ £
5a 5a, ,'�+ Wx - - - -- T1. 7 FLOW ARROW 164.
CO N: 5l3 0.,8 a SEAL
• r - NC PAD SO MH STORM DRAINAGE MANHOLE -
EM 58,E ,� EL: 2 94 -SOX STORM DRAINAGE LINE1
20 ' x -'1 (D STORM SEWER MANHOLE SCALE : = 30'-0"'•y rHq'•" NP\�•
58. 1 ate' /n �{ .�� 60:5'I '�> O��\ ' I �. ' DI DROP INLET �4y�IVKAR
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OF ENGINEERS
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PLATE
REFERENCE
NUMBER
VF101
Y
Y
Y
Y
Y
Y

1 2 3 4
- / GENERAL NOTES
QD
If
Hl
1 /
DI , ° D I v
V g�J I I� �, \ I j i .- :::...., -..t<:r;.i'•;Sh 5 °x i j '`7. t\� \ `� ; \\`�\
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. to \ \ ' S � �\ .l'i 1 a � '• I \\ \\\\
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\%: /::::. ' ' I I I ' \ \ • :r, li 1 •t> \\' .:''y; DRAW INLET
, : I i i I i I I , ;;• I � \ '.':,< T ' - 247.T ` \ .e• \ �, \\ � \ \ \��
_ 6q.g _ 11is 1� ..., ,: NV.I RCP N 24 , ..d•. -q 1 \\ I \ `\
`�U
r r.INV. RCP S = 243.3'
I V # G ' \' tl S' 3 RCP E = 24
g LD ° Bu LD , , 1
i -�- •-1 i ,-• _ M i � ` � �1 {� ' T,,.i �\;- Y '1 \\ $fyy \ cd• es�. \ f � \\\\
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CID
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g�i I LD SUMP-245 06
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ET 256•636" RCP �744.97e \ "`
'b-• In \ ..,.,._., / �-_,_ / ,;:. . 6" RCP=244 98\\ \ \
pp
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i \
1 , I \ , g�DG° �L�IN 1 \ r.:xt< DI=250.86 \ 9. 6 \
/ N . Q Ey E\LEC�
g 3 = 3G' RCP=246.03 �� . `ONEI , `
256 \ 36 /RCP=245.82 K, }BOX \ 1\
t Q � 50. 67 = 250. 74 . \
\ E. a1 RCP=245.80 36'\--' '> \
1111 1 11 I 1 I % ;Hi :,1 'o F,F \ \ - - \:� (!nn '° ----' \ • ` `
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'ITs \ SUMP:250 14 - \ Ex.,:t �j L5 -2 9 52 "
y\ `� 6 'MCP / \ 3 2 3 \ \ \ \ \ ' - 51.27 5
N _ �49 litij s x ..a 95 yi N \ 1.�42" 51•
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gor _
/ ,.,:;.._:..: ,`L5 51.3 I TBM 200 51.7fi
PP/UGE z;;;i=F ' L
.-J_>::.__. \ s .:.:_ats:<_'«` , 52 89 N: 514270.258 �
/ l I ;,` 1 :.:, .,Eo ROAD 53.�A6== E: 1999051.7E6` 2� 1. 9 Z
m Ems` PP \ W ELEC -- 255-_.::::. aTd ON NAM , �� NAILS ED 251.60 ;2 3y V �K ;:::- L g
/ I :.: ` 6. N: 514271.313 �� V U 1
\r :.QQ::::. 53.7 / 89 r
°\1B0 ...,;..;cpH -:.. X 52.38' 251.71 � '
_ 5.,Q �� E: 19981961.770
Wx<;.::.:.- Q RRV R P d53.0052.49 9� / x fll,\
54.7� �A 51. / 1 v i \ 1 1
DI (COVERED) \ h 0
'`: / -0�C' TYP. 3" BOLLARD 1 20 ' + �l
M 0 .;; .EL=255.80 x 53.22 N/A MW a
E =2 �,Ik 5 1 253.21 `, x CD
CALL �iRASSIi TOP=260.03 ! EL= 2.94 51.17, = I I—
0 53 51
' ` / �`
53.97 MW
\ Ln
1„; TALL GRASS EL = 252.83 , _ - 253 i -_ 53.60
TALL GRASS q
SMALL BUSHES AND \ ' ♦ \\ �\ \ \
TBM A {}} +:i SMALL P, NES TYP. 3" BOLLARD `1. 4 -,', �'451 •
N: 5141911� 11 \/' V� Q `�-
� 53 70 -
E: 1998/3 %' 53.39 Iit
I s s� o ,' �o / 51:33 - _253 _ T 4:
ED 253.5 x TALLr�iRASS 253.00 - -
12" RCP=253.6 �52.99 % �� 53.6ar Sg / 1
» / 53. \ MW y\ �3 A. Cy
» 5 ,5 \ (2153.2 5
n \ EL=252.\l / O1
« : co' 96 0 �`\ hV �54.77 S 54.01 i 1 % 1 /r r SS+
» 12" RCP=253.39 , 1 n 1, / „____,l
« N \ Z�x \ TALL GRA �1 q � i EX. SSMH
» COMM JUNC. B X G4J�, / /. TYF. 3;' bLL/ If%' ,-__, 11 - - + / / > , RIM=257.41
« QSl . 7 \ , ' ZS r /�, / r /'r 'r. I I, O / / / , r r l v. `
» A EL=256.32 v, P ]TRANS. `\ s r51 h° L s28/,''.' 'nll, r / , / ' INV. 1N 250.99
» ul / s4 r ' INV. IN=251.09
» \� G7 \ 1,�co ` ax / '/'�' MW / / /,'/'/
E ova 35. A mZ )c_tC25 .04 I J / �6� '.1111
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5
1. EXISTING CONDITIONS INFORMATION DISPLAYED IS A CONSOLIDATION OF FOUR SOURCES:
- ONSITE:
1) FIELD SURVEY PERFORMED AND PROVIDED BY LOWE ENGINEERS, LLC LOCATED
AT 2000 RIVEREDGE PKWY STE 400, ATLANTA, GA 30328, PHONE # [phone].
SURVEY WAS COMPLETED IN APRIL 2010 AND SEALED 5/12/2010
2) SANITARY AND WATER ATLAS PROVIDED BY OLD NORTH UTILITY SERVICES
- PHASE 1 PROPOSED CONSTRUCTION:
3) SITE PLAN PROVIDED BY HSMM/AECOM
- OFFSITE NORTH OF ROAD:
4) EXISTING CONDITIONS SURVEY PROVIDED BY GREENHORNE & O'MARA
2. ELEVATIONS SHOWN IN PARENTHESIS INDICATE PRESUMED ELEVATIONS BASED ON FIELD
OBSERVATIONS.
JV. JJ
TOP=259.32
8' PVC=250.02
8' PVC=249.92
4' PVC=251.94
N
30' 20' 10' 0 30'
SCALE: 1 ''= 30' -0"
1 CARO-"-
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PLATE
REFERENCE
NUMBER
VF102
IE E T 7 of 277
I

1
2
t, 9 Al-, .:i!LL. i.1 _L i..la�.'
3
4 I 5
C
Fil
(CONCRETE THICKNESS / 4) + 1" BROOM FINISH
2" MIN.
6X6 W2.9XW2.9
WELDED WIRE FABRIC
x � x�x °
co �� °8�°°°�°°o°o °
°00°000 0, o 0000 0 � ° 00
\\jj\\ j\\j/\
6" 3500 PSI
PORTLAND CEMENT CONCRETE
4" COMPACTED AGGREGATE
NC DOT
BASE COURSE, COMPACTED TO 95%.
REMOVE AND RECOMPACT TOP 12"
OF EXISTING SUBGRADE OR
TOP 12" OF IMPORT FILL
TO 95% MODIFIED PROCTOR
NOTES
1. EXPANSION JOINTS SHALL BE PLACED ABUTTING ALL CONCRETE
STRUCTURES, FOUNDATIONS & CURBING
2. CONTRACTION JOINTS SHALL BE PLACED AT 13' ON CENTER
1 CONCRETE PAVEMENT
C-501 CP101 N.T.S.
DEPTH OF SEALANT = 1.0 —
TO 1.5 TIMES THE WIDTH OF
SEALANT RESERVOIR /
NONMOISTURE ABSORPTIVE, —
NONREACTIVE BACKER ROD TO
FIT SNUG IN JOINT
C
1/2" TO 5/8"
POURED JOINT SEALANT (JET FUEL
RESISTANT) RECESSED 1/8" TO 1/4"
i BELOW TOP OF PAVEMENT
DEPTH OF SAWCUT AS REQUIRED
FOR SEALANT RECESS AND
BACKER ROD
—CONSTRUCTION JOINT
ROUND
ND CONC.
8"0 STEEL PIPE
o FILLED W/CONCRETE
M 8' 8" 8 (a) CONIC
JOINT
CONCRETE
_ PAVEMENT
FINISHED GRADE
_
OR PAVEMENT
Itilk/.OL•
0
CONCRETE
-1 FOUNDATION
NOTES
1. STEEL PIPE SHALL HAVE A MINIMUM WALL THICKNESS OF
0.322 INCHES.
2. BOLLARD SHALL BE PAINTED BROWN PER FORT BRAGG
REQUIREMENTS.
C
PAVEMENT
6X6-W1.4XW1.4WWF
7 BOLLARD(8'COI
-501 CP101 N.T-S. C-501 CP101 N.T.S.
FINISHED
GROUND
1---��a 1r�
---•'- x X ' X '
D
HOT MIX ASPHALT
iRFACE COURSE, S-12.513
\ BITUMINOUS PRIME COAT,
0.02 GAL/SY, MC-30
0-o
bo . 0000 00 290°Q00 6" COMPACTED AGGREGATE
g� g ��?o, 0° NC DOT
°� °Oro ��n° 1 o�O° BASE COURSE, COMPACTED TO 95%.
2 ASF
C-501 CP161 N.T.S.
CP102
REMOVE AND RECOMPACT TOP 12"
OF EXISTING SUBGRADE OR
TOP 12" OF IMPORT FILL
TO 95% MODIFIED PROCTOR
BROOM FINISH
6' TYP
MAX— —
4" SAND BASE
COMPACTED SUBGRADE
NOTES
1. EXPANSION JOINTS SHALL BE PLACED AT 50' C-C
2. CONTRACTION JOINTS SHALL BE PLACED AT 5' C-C
5 CONCRETE SIDEWALK
C-501 CP161 N.T.S.
CURB
NE FINISHED
GROUND
PAVEMENT
COMPACTED
SUBGRADE
OR BASE
LEY GUTTE
C
6X6-W1.4XW1.4WWF
If
p X X X�'D
D b
18"
1
BITUMINOUS
TACKIFIER
ASPHALT
PAVEMENT
SECTION
CV
E
PAVEMENT
COMPACTED
SUBGRADE
OR BASE
C
6 WH
C-501 CP101 N.T.S.
CP102
JET FUEL -RESISTANT
NON-ABSORPTIVE
EQU REDRTO PREVENTJOINT
SEALANT FROM FLOWING
INTO SAWCUT
COMPLETED SAWCUT JOINT
I IPTAI I w•1/ 1ll \f I1/ A
DEPTH OF SEALANT = 1.0 —
TO 1.5 TIMES THE WIDTH OF
SEALANT RESERVOIR /
NONMOISTURE ABSORPTIVE, —
NONREACTIVE BACKER ROD TO
FIT SNUG IN JOINT
9 CONCRETE VALLEY GUTTER WITH CURB 0 EXF
-501 CF101 N.TS. C-501 CP10' NT.S.
VDARD RECYCLED
:EL STOP,
OGENEOUS GRAY
ICATION
70 FOR
INFORMATION
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3/4" + 1/16"
POURED JOINT SEALANT (JET FUEL
RESISTANT) RECESSED 1/8" TO 1/4"
BELOW TOP OF PAVEMENT
DEPTH AS REQUIRED
FOR JOINT SEALANT,
SEALANT RECESS AND
BACKER ROD
NON -EXTRUDING
JOINT FILLER
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PLATE
REFERENCE
NUMBER
C-501

1
2 1 3 1 4 I 5
10
J
OLL
,O
va
O
F-
PAINT BLUE
PAINT WHITE
m
12"
WHITE LETTERS,
SYMBOLS AND
BORDER
L BROWN BACKGROUND
O
~
METAL
"U-CHANNEL" POST
n
GRADE
CONCRETE
z
N
EMBEDDED
iN
C-
12"
RESERVED
PARKING
CARPOOL/
VANPOOL
PARKING
ONLY
RESERVED
PARKING
LOW -EMITTING
AND
FUEL
EFFICIENT
VEHICLES
ONLY
RESERVED
PARKING
MOTORCYCLE
PARKING
ONLY
R7-8
1. LEGEND AND BORDER TO BE
WHITE
RESERVED
2. WHITE SYMBOL ON BROWN
PARKING WHITE REFLECTORIZED
BACKGROUND.
3. BACKGROUND TO BE BROWN.
ao BROWN BACKGROUND
4. THE ARROW SHOULD BE
r
OMITTED WHERE THERE IS
ONLY ONE SPACE. THE ARROW
MAY ALSO BE MADE TO POINT
IN ONLY DIRECTION.
5. FINE PLATOE MAY BE MOUNTED
1„
DIRECTLY BELOW THE R7-8
SIGN OR COMBINED WITH THAT
SIGN ON A SINGLE 12" BY 24"
$100 FINE
PANEL. THE ACTUAL AMOUNT
OF THE FINE SHOULD BE
SHOWN, AS ESTABLISHED BY
METAL "U-CHANNEL" POST
THE INSTALLATION.
FOR SIGNS AND MARKERS
c
a,
««
»«
»«
»
« »
E
3 HAP
p oZ
C-502 CP101 N.Ts.
NOTES:
« »w
» «N
1. HAND
PLACI
4" WIDE
BLUE
STRIPING
IDICAPPED PARKING SIGNAGE AND STRIPI
TAPPED PARKING STRIPING SHALL USE EITHER EXTRUDED AND/OR HEATED IN
THERMOPLASTIC MARKING MATERIAL PER NCDOT SPECIFICATIONS AND QPL.
8' LANDING 21' RAMP 5' LANDING
BUILDING 2% SLOPE 8% SLOPE 1 % SLOPE
FINISHED FLOOR
C= 258.30
12 1.5" fly GALVANIZED
METAL PIPE HANDRAIL
PAINTED FT. BRAGG
D BROWN FED #20059
TOP LANDING
C=258.30
BOTTOM OF FOOTING C=257.30
LOWER LANDING C=256.40 4" TOP OF PAVEMENT OL
C=256.35
BOTTOM OF FOOTING
ELEVATION ADJACENT WALKWAY C=255.35
WITH STAIRS. SEE
SECTION C, PLATE
CG301.
NOTES:
1. RAMP TO BE IN COMPLIANCE WITH ADA AND ABA STANDARDS.
2. HANDRAIL HEIGHT TO BE 34" MINIMUM TO 38" MAXIMUM.
m
=LL
O
d' a.
O
PAINT BLUE
PAINT WHITE
MUTCD
R7-8
RESERVED
PARKING
WHITE REFLECTORIZED
D6-
BROWN BACKGROUND
1"
$10nFOR
TAL "U-CHANNEL" POST
SIGNS AND MARKERS
C-
1. LEGEND AND BORDER TO BE
WHITE
2. WHITE SYMBOL ON BROWN
BACKGROUND.
3. BACKGROUND TO BE BROWN.
4. THE ARROW SHOULD BE
OMITTED WHERE THERE IS
ONLY ONE SPACE. THE ARROW
MAY ALSO BE MADE TO POINT
IN ONLY ONE DIRECTION.
5. FINE PLATE MAY BE MOUNTED
DIRECTLY BELOW THE R7-8
SIGN OR COMBINED WITH THAT
SIGN ON A SINGLE 12" BY 24"
PANEL. THE ACTUAL AMOUNT
OF THE FINE SHOULD BE
SHOWN, AS ESTABLISHED BY
THE INSTALLATION.
0
M
zW
0
00
r-O
30"
MUTCD
R5-1
m
ENTER
HANDRAILS
12" 1 —3 6" 12"
CLEAR
CROSS SECTION (TYPI
ADJACENT WALKWAY
WITH STAIRS
VHITE RETROREFLECTIVE
RED RETROREFLECTIVE
METAL "U-CHANNEL"POST
FOR SIGNS AND MARKERS
5 "DO NOT ENTER" SIGNAGE
C-502 CP101 N.T.S.
NOTES:
1. ALL TRAFFIC RELATED SIGNAGE SHALL COMPLY WITH MUTCD
POLICIES.
2. ALL SIGNAGE SHALL USE HIGH INTENSITY SIGN SHEETING PER
NCDOT SPECIFICATIONS AND QPL.
4" WIDE ADJACENT
BLUE RETAINING WALL.
STRIPING SEE DETAIL 3,
PLATE C-503. oft
EXPANSION JOINT
BOTTOM LANDING
a[ SIDEWALK
EV PER PLAN
4 VAN ACCESSIBLE PARKING SIGNAGE AND
C-50�101 N.T.S.
NOTES:
1. HANDICAPPED PARKING STRIPING SHALL USE EITHER EXTRUDED AND/OR HEATED IN
PLACE THERMOPLASTIC MARKING MATERIAL PER NCDOT SPECIFICATIONS AND QPL.
BOTTOM OF FOOTING
11" 11" 11" 11"
12"
6 COI
C-502 FCP1101 N.T.S.
EXPANSION JOINT
TOP LANDING
SIDEWALK
ffLEV PER PLAN
7" TYP
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PLATE
REFERENCE
NUMBER
C-502
HE E T 29 of 27'

1
1
3
0
C
C
3/4" CHAMFER
ALL AROUND
GRA
#4012" E.W.
COMPACTED BASE
CONCRETE DUMPSTER & SMALL GENERATOR PAD
NOTE: SEE SPECIFICATION 03 30 00 "CAST IN PLACE
CONRETE" FOR MATERIAL AND INSTALLATION
INFORMATION
C-
T/SIDEWALK PER PLAN
EL: SEE PLAN
°•
CONCRETE STEPS. STONE DRAINAGE FILL
SEE DETAIL 5, MIN 12" WIDE
PLATE
#5 Q 10" O.C.
BLDG EDGE ----- EW, EF
° IMPERMEABLE DRAINAGE MEMBRANE
o ROUTED TO WEEP HOLES.
CV
z 3" WEEP HOLE DRAIN. TO BE PLACED
V APART THROUGHOUT.
�n #5 @ 10"
—�--T/LANDING 41,#5
C., T & B
EL: SEE PLAN @ 10zC., T & B
N
3 RE7
C-503 CP101 N.T.S.
GRAVEL
PAVEMENT
(ASPHALT W/
OPTION 1)
a
CV
4'-0"
15'
FLAT (TYP)
5:1
5'
3' I 5'
5 TYPICAL PRETREATMENT SW
C-503 CP101 N.T.S.
NOTE: BIO-SWALE MEDIA CROSS SECTION TAKEN FROM
NC STORMWATER BEST MANAGEMENT PRACTICES
MANUAL, CHAPTER 12.
T-0"
(TYP)
00
#4 DOWEL
@ 24" O.C.
16'-0"
#5 @ 10" O.C.
EW TOP & BOT
3/4" CHAMFER
a ALL AROUND
co
#4 @ 12" O.C. ►I--�TYP)
EW ES, TYP
6" COMPACTED ENGINEERED FILL ON
SUITABLE BEARING MATERIAL
CONCRETE GENERATOR & FUEL PAD
NOTE: SEE SPECIFICATION 03 30 00 "CAST IN PLACE
CONRETE" FOR MATERIAL AND INSTALLATION
INFORMATION
GALVANIZED TUBU
STEEL FRAME PAIN
FT, BRAGG BROWN
STOCK #2(
SET STEEL FRAME I
CONCRETE FIXE
SLEEVE AND GROU
CONC. SIDEWALK
PLANTING MATERIAL PER
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ASPHALT PAVEMENT
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NOTE: FULL DEPTH SHALL BE REMOVED FOR OPTION A & B PAVEMENT SECTIONS
2 GR
C-503 CP161 N.T.S.
ninTE:
RECOMMENDED STANDARD RACK
VAILABLE FROM BRANDIR
_RNATIONAL, INC. IN STAINLESS
:EL. OTHER MANUFACTURERS MAY
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PLATE
REFERENCE
NUMBER
C-503
E E T 30 of 27'

1
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GENERA. NOTES:
N
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USE CLASS "B" CONCRETE THROUGHOUT.
gggd
PROVIDE ALL GRATED DROP INLETS OVER 3'-$' IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
O Q y x Z
OPTIONAL CONSTRUCTION - MONOLt-mic POUR, 2" KEYWAY, OR 04 BAR GONE-$ AT
12" (ENTERS AS DIRECTED BY THE EN TINEEN.
R „
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USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM GLAR.
IF REINFORCED CONCRETE PIPE IS SET IN BUTTON SLAB OF BOX, ADD TO SLAB
Q x
F
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AS SHOW ON SM. NO. 540.00.
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CONSTRUCT WITH CROWNS WATCHING.
USE STANDARD FRAMES AND GRATES 840.22 (SHOWN), 840.24(SHOWN).
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C-504 CU101 N.T.S.
III' NEFF HOLES
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WITH GRATE 8 FRAMEREMOVED
s _...__.._... _.__---BRICK OOPING(INCIDENTAL)
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SECTION X-X
C
GENERAL NOTES:
USE CLASS "8" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER S'-S" IN DEPTH WIT" STEPS 12"
ON CENTER. USE STEPS WHICt COMPLY WITH STD. DRAWING 540.68.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR A4 BAR DONELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORS FOR THE CONSTRUCTION OF THE NOTTOM SLAB.
IF REINFORCED CONCRETE PIPE 18 SET IN BUTTON SLAW OF BOX, ADO TO SLAB
AS SHOWN ON STD. NO. 640.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER..
INSTALL STORE URAT"S, OF A MINIMUM BE I CUBIC FOOT OF NO. MM STONE IN A
POROUS FABRIC GAS OR WRAP, AT EACH WEEP HOLE O1 AS DIRECTED BY THE ENGINEER.
CIAIEER ALL EXPOSED CDRWETS 1
DRAWING NOT TO SCA-E.
IN
-. f"4 BAR
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11
DM--L
MAX. PIPE THIS SIDE
SECTION Y-Y
DIMENSIONS AND tk41NTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX 5 PIPE
CUBIC YARDS
GONG. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE SPAN
WIDTH
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rl-- 1 7 ADDITIONAL INLETS 2'-0" --4 O" 6'-0" 8'-0" 10 0" 12'-0" 0 d.
CONCRETE CU. YOS. 0.191 0.417 0.666 0.887 1.145 1.390 0 O N
DOWEL - C 1 -- - ------ - ---- CONCRETE APRON CU. YES. 0.074 0.148 0,222 C.296 0.370 0.444 Q ~
N 0 - Y CONCRETE APRON aQ G O
� 1_-- TICS POB C811CRETE OIATED MMW INLET(BAMED ON MAIN. NEIOiT,. It Q 0 =
H PIPE SPAN -WLDTX SPAN WIDTH EIGHT
BARB E BARB F BARS fl HARSH TOTAL COTTON H Y� CONC. IN BOX DEWCTIDNS U- W ~
D I " " : " " n . -- LENGTH NO. LENGTH TRL; LENGTH LBS. TOTAL FOR TD F -_
T7 M DIMENSIONS OF DOX AA PIPE REINFORCING STEEL N0. 4 SPAS CU
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Z APRON TOTAL ; �( N
m r Z D J K L N NO., LENGTH N0. SLAB FT HT C.S. R.C. dl r
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-_ € 15 3'-B" 1 2 0" : 3'-6 2" 0"O" - - - -4 362 0 H98 0.24T 0.395 1 745 OA23 0.036
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^ 42" ' " 3' 1" 9 5 -7" 1' 5" 3 5'-7" 67 0.704 2.500 0.370 1 0.677 0.1801 0.243
46 6'-4',116 14" 8 -3 T0,1 3' 7" 10 6' 1" 1 1 -11" 4 6'-i" 87 0.823 3.013I 0.407 , 4.315 0.2351 0.317
1 1 8-9 19
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21 -•314 N
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SECTION_H-H
INLET TYPE A
11/2„
N,\ 1 .'1 f .........1'g,.
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LIP
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PLAN OF CRATING
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cm iv
3'-6"
SECTION E-E
3'-6"
I
E
PLAN OF FRAME
CAST IRON
2' 334 "
2' 134"
i
2'-B"
SECTION F-
3 DROP INLET FRAME AND GRATES
C-504 N.T.S.
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PLATE
REFERENCE
NUMBER
C-504
I

1 1 2 1 3
m o m z US ARMY CORPS
�� �� o F> OF ENGINEERS
o zo H x z ANCHOR ANCHOR ci SAVANNAH
a
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w
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PART SECTION PART SECTION PART SECTION PART SECTION CONCRETE BRICK MASONRY
fill WALL 8" WALL WITH 4" LIP 8" WALL 8" WALL WITH 4°' LIP CONSTRUCTION CONSTRUCTION
TABLES OF QUANTITIES FOR PIPE SET IN PAD DETAIL SHOWING ANCHORAGE OF
,1 _-- ---- C.Y..QVAMMM _--- __-- FRAME .FOR GRATED DROP INLET
"W" "Mill "T' Fill L IT O W Z
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M M ( ��r ' - 23 � me OR SUPERELEVATED SHOULDER OR PAVEMENT SLOPE. 3JUL FUJ
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GENERAL NOTES: - —--- _.
USE THIS STANDARD WITH ALL DRAINAGE STRUCTURES B041 31_�1' 2'-01i4" 0'-6%` O.o42 - 0-056 0.071 3 n of ----_.
USING REINFORCED CONCRETE PIPE SET IN BASE SLAB. ,t DIA. BOLT WITH PLATE S/g D.L.A. BENT BAR FRAME AND GRATE INSTALLATION
66"I 3'-90. 2' 214" 0'-7114" O.050 0.067 0.084. FOR NORMAL CROWN AND
ET 1 OF 1 7y11 4'-01�" 2 3�a" 0'-7N 0_059 0 078 o. Q98 SHEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF 7
84O,pO - — -- 84O.o0 840.25 SUPERELEVATED SECTIONS $40.25
1 CONCRETE BASE PAD FOR DRAINAGE STRUCTURES 2 ANCHORAGE FOR FRAMES_
C-505L N.T.S. C-505 N.T.S.
J
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PLAN f SIDE Y. 1 - N ri l / v i m a
PLAN SIDE ELEVATION 71 i % rN y }U �� m of
ELEVATION �� 1 GRATE SECTION Y-Y FOR 3/$ DIA. BOLT Ill-o W wo az
NE rr f W
Ip im r- m IL l/I1R z 1 -j - 1 1 fr 1 n FRAME SECTION Y-Y 0 �FIE 11 Z m mm W� w X
B y i W S m '-j Est 'III t a o oU CO)� LLm U)
w r I _._a4T`2 —._.. ~ a 'ri ' c�1' c�J !� I O
1 0� CAST IRON CAST IRON z D m 2 -O / o ~
= ELEVATION ELEVATION 3 W =_ r r 34m Z+ W w
3 Ir rr ¢ O co of F' a
O ap 1 11 z _J c> N
W !o as BAR on ¢ O GRATE SECTION r fr y� J o w o za
1�" at z 1 11 W z t-
o�c c9 0 w w
1f " � #8 BAR o � � GRATE SECTION X-X [ 3 Z z Z
es 1 5 GALWO. z f' W _ X z� w x
�OWZ
D " a 1,. �y Oy L X �� W 0z Way
W JI T `"' j z x _- L_.. I .� (A Q >_ fA z
111
N w 1Q y z _� -- � m a a w_
-1 PLAN SIDE f ,PLASSTIPROPYLEFIE SIDE r~� tip! n 3r-l0 rr I i r r, I - i 0 _j 4 O w�
11
I �" �" ELEVATION ELEVATION w IIC � ! 1-111/e� �J zCID j
� s .�� COMPOSITE PLAN --- -- p 4'-O" r- Y-_ ui N
r 2f_Off PLAN W
�� REINFORCING _STEEL III FRAME SECTION X-X
12„ to FRAME SECTION X-X o
ELEVATION #3 DEFORIM I 12' Do NOT USE IN — NOTE:
a
I+- - ----- __
STEEL R00 -- '' SANITARY SEWER MANHOLES.a
EET i OF t SHEET 1 OF i HEET 1—OF-1-1 SEE STD. DWG. 840.25 SHEET i of 1 co z
SECTION A -A ELEVATION
840.66 840.66 840.24 FOR FRAME ANCHORAGE. _
840.24 0 0
U U co
M 3 DRAINAGE STRUCTURE STEPS 4 FRAMES AND NARROW SLOT SAG GRATES
C-505 N.T.S.
C-505 N.T.S. o o Q
M z
J
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1.
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» » 16472 '
PLATE
Fly�i� S;ps'.,61NE�."°•`�, REFERENCE
» oz h ��• ,gNKAR NP•�'` NUMBER
Fly III C-505
aM IZllo��o
101 4,004040 SHEET32of277

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.31
INLET PIPE
M.
PLAN
IL MUSCLE
D.54
---FOB IMVOME COVER 6 FRAME
OPTIONAL
r-BRICK MAY BE USED
TD ADJUST FRAME d
COVER TO SURFACE
ELEVATION MAX. V
1 =>. 1 ,
OUTLET PIPE
I
- A i
J.
SECTION X - X..._.
1�
SECTION Y-Y
C-
LI
E
4BARS A
�C"
SPAMMO B"
C. TO C.
p�
6r. E OR F tl-"
SECTION
_C iCOD D-D
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B" CONCRETE THROUGHOUT,
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2' KEYWAY, OR
44 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
u IF REINFORCEO CONCRETE PIPE IS OFT IN BASE SLAB OF BOX,
ADD TO BASE AS SHOW ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION IHOXES OVER W-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH S. MD. 840.06.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCWM THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB,)
HWO. DEPTH OF THIS STRUCTURE FARM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
N4 MR
DOWEL
DIMENSIONS AND QUANTITIES FOR CONCRETE JUMMIDM ROM
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
MSS "A"
� SLAB
IWNEIGNS
gg
CUBIC YARDS kTOTAL MDWTTTIE5 'DE�TIONS IN ONE
IN Box E BOX AND SLABS PIPE CU.YDS.
PIPE
SPAN WIDTH
(HEIGHT
O
-.
A B
-
H
-
NO. LENGTH
E F
TOP BOTTOM NMLI Las. Cu.Y081 C.S. O.C.
SLAB SLAS FT OF NI.; REIMP MIN. H
12"
2'-D" 2'-0"
2' 3
12 2'-9
3'-0"
3'-0"
0.167
0.767 0 7H6 - 22
0.760 0.015
0.924
16"
_
2'-3 V-3"
2'-8 i 21
11
2'-V
..__
12 [ W-0
14 9'-3
3'-3-
3'-3- 3 -3"
__
0.196
..........
0.196 0.204... 24
__._.
0.902 1 IG.023
1.06E 1 0.033
0.036
16"
3'-0.
3.-S.
0.227
0.227 0.222 30
0.049
24"
3'-0" 31
S'-3"
16 S'-9"
4'-0'
4'-0"
0.295
0.296 0. 259 40
1.434 ! 0.069
0-085
30"
9'-8" j 3'-8"
S'-9"
IS M 4'-3"
4'-0"
4'-6"
0.376
0.375 0.296 51
1.860 0.092
0.127
36"
d'-O" 4'-0"
4'-3"
20 A'-9"
6'-0"
5'-0.
0.463
0.463 (1 { 64
2.341 0.132
0.178
42"
4"-6" !. 4'-8"
4'-9"
22 f 5'-9"
5'-G'
5'-6.
(LESS
0.SM 0.370 77
2.578 0.100
0.243
40"
5 -4 5'-4"
5 -S"
26 1.
V-4"
W-4"
0.743
0.743 0.407 111
3. 623 j 0.235
0.317
54-
5'-10 5'-10"
5'_9"
__6'-3"
2S 8"-7"
8' 10"
6' 10"
0.86E
0A65 0.444 126
4.283 0.297
_-
0.401
-
80"
B"-3"
T 6"
1A42
_
1.542 D.461 N6
6'-8 6'-G"
30 71-9
T B"
5A9010.967
0.40E
fNi"
T-1 T 1"
g-9"
32 1 T-10
8' 1"
8'-i"
1.2W
1.210 0.5181 169
5.917 0.444
0.509
T�TT
GENERAL NOTES
< _1
USE 400D !PSI MINIMUM COMPRESSIHE STRENGTH CONCRETE.
yH Z
y O
FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS
D
r Dti Q 37
ACCORDANCE WITH AASHTO MISS.
n
ASSEMBLE RISER AND GRADE RINGS miITH THE STEPS SPACED 12"
O O n-i
FROM THE TOP TO THE BOTTOM DF THE MANHOLE.
T Z AITT
TiKCT
WHERE THE MANHOLE IS EXPOSED T@ iIOAD TRAFFIC, CONS
O
Z x000
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM
NH p rUF
9" ABOVE THE GROUND AT OTHER LOCATIONS.
� �1�
LIMIT DEPTH OF FILL TO 30'-0" FAGS FINISH GRADE TO TOE OF
>
BOTTOM SLAB.
ED
O
+
THE MIH. SLAB THICKNESS 'T' IS THE DIVERSION OF THE
Z
THINNEST iPORTION OF THE TOP4SOTTOM SLAB.
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS
A DISTINGUISHABLE TOP AND BOTTOM.
'0,+2 `W'
0
1" MIN.. 1-ADDITIN(4L
I
BIT
z
.
ALTERNATE CONE SECTION
GI ,T, Ti WIN. USE MIN. AREA OF STEEL IN TOP
T- J CLR. SLAB OF #4'8 @ 8" CIS.
Z F< EACHWAYIEACH (FACE00
*.
ro FLAT TOP SLAB
CD
=m
r-_-ADDITIONAL 04 EACH
�,, SIDE OF OPMN6 (1
CLEAN OF BOTTOM FACE
PLACE BADS DIAGONAL
Opp {/1
v
TO CORNERS (TYP.)
FWWE IRO 44ATL6
m. ow
mAEFII: BFAMN4
-----
I rXNnnu+t0 iWimA4-
4W.IM
aMM m_
8"M
Z
o�
H }
Q
Q
Mom(}I.
LL-.Na 1-NZ
OOrZn2
UU H OC LL
Q F H
F � p J
ZOD~ODcc
F>
d Wo
' o
BE
O is
LLUi
C9 m Ui
z 0 W
3 O zIL
�M<K a
0 F
�aa�
< Z .
o
CC
W a F-
0 � O
x = Lu
M V 1 I
z C 3
W C!
SHEET i OF 1
840.31
D W T AS Z
INTERNAL MIN. MIN.. MIN. CIRCUMFERENTIAL O Q
DIAMETER WALL TOPIBOTTOM AREA OF STEEL q I.- _
(FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. J 2 0 U
(In.) (IN.) (S0. IN.) p�pp� y = Z
W QZILZ
4 4 8 0.12 QU Or
5 5 8 0./5 I-'2~ZW
6 6 8 O. iS pBI
Z F
a0
2' 0.. LU
NG GRADE RI----., r 0
n. MIN. AREA OF STFEL
ECCENTRIC COS° IS 0.W in.2
NE�r
B" MAX. SPACING
LOCATE WALL REINFORCEMENT-- OF CIflCUM. R/f
IN MIDDLE THIRD OF NALL 1 �f
ADDITIONAL #4 EACH
SIDE OF OPENING (I"
CLEAR OF BOTTOM FACE)
L `
-0.-FRAME
v
*,
�vz
6 GRATE
-
ITT
-,
it I
_- If
1
�,t�.a.�M
0
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m
1
OF I GRATED INLET OPTION MANHOLE OPTION
.52
C-
IF
H
n
0 o
i�'•
v
LL
Jt//
STEP STD.
O (p
840.66
AS
p a
(CIRCIMIFERENTIAA.
REINFORCEMENT)
Q. EL
1 IF
LONGITUDINAL
/Q
O
RISER-.
REINFORCEMENT (MIN.
As = 0. 72 IN.2NFT-)
O
CC -..�
Z III ¢
F
w D
w
W
w J_
SEE STD. 840.54 'j r
FOR MANHOLE BASE D•-I '"j.
RING AND COVER ..1
U Z
REINFORCED CONC.W
FIG. (SEE STD.
1525.01 IF 40,I.. -USE MIN AREA OF STEEL REQUIRED)
IN BASE SLAB OF W
_ _ - _ 0.12 iIn PER LINEAR _' u,
WAY
TYPICAL IIMHOLE SECTION
840.52
��
(TIP OF FILL
TOP OF FILL-----7 TOP OF FILL
O }
a% o p
r'p-Z7 --1m
r
(A
GROUND LINE -, __ H
GROUND (L1I
GROINE � H __ .� GROUND LINE _ H _ - _
LL � N z
OOmnm
x
- --
T
CL
co
9
4
rx % �
/ 1V
Zx
►4pr
/% �/ I O 11� ' _
) rOX.124 MEN.VUi
NOT LESS THAN 3"� e , �.�- Urn
LL ly
-� _
�p
�f._
N
a
i 0 D. + _"t = .,a
urLLL
r', O.tl.'� h °•� �I DOCK a '�`�.. x
CL M
O
0.0..124 MIN. __71 Q.O.IiZ
.
!ND4, _ __- ".�r'f� r _. -;+ - ,; r = EARTH
Q
Z
NOT LESS THAN 3" O.D. + 4' NOT !LESS
-- _---__..•��
THAN B" AS DIRECTED SY ENOR.�
D.D. + 4'
NORMAL EARTH FOUNDATION
ROCK FOUNDATION O.D. m
PIPE IN TRENCH UNSUITABLE MATERIAL FOUNDATION
TOP OF FILL "'- ----r
TOP OF FILL TOP OF FILL -�
=
'V
m
z
2
- -t-
___ _ .__ NIIN 0.0. R MIN. 0 D ---_"-
. ^. %
_
-__ - -_-
_ MIN O.yD.. r - H MIN- 0 D _ _ _- iMIN 0 D.I- H WIN. Q D. �'
III
CROWD LIME -'` ,/ !• GROUND LINE ;�/ / 7.
/
BE
O aQ
Z
'q
GRWb LINE
i / 7�// '
-
i D
�r D-I'i
1
- yam°
Al r -I _
`t cc
moa
_ 1
%%� ,[) yl
DI�
-t-
a -m ,r --7-'0.D.112
O D. O.D.124 RIM.
t MIN.
D. �, T NOT LESS THAN 6•' '
<'[
p
C
NOT LESS ?NMM
3" i.. , _r-, r _r+ �
ILI
F
D Z
O
_'.
ROD( O.D. /24 !MIN. AS DIREOT£D
~- NOT LESS TMAN 3' MIN. O.D. O.D. MIN. Q.D. BY ENGINEER
Z N
Q W
IL �
1To
NORMAL EARTH FOUNDATION
ROCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION
___-
cc
LL
i►
i
PIPE ABOVE GROUND
x o
i
GENERAL NOTES:
APPROVED SUITABLE LOCAL MATERIAL OR SELECT MATERIAL FOR FOUNDATION CONDITIONING
7'`
M
AS DIRECTED BY THE ENGINEER.
Q Q
QI.
U. = THE MAXIMUM HQRIDOHAL INSIDE DIMENSION-
�% � APPROVED BACKFILL ON SELECT BAFKFILL MATERIAL. W ER 'H' IS GREATER THAN 30',
USE SELECT MATERIAL OF THE APPROPRIATE CLASS AS FOLLOWS:
M
O.D. THE MAXSNIIM HORIZONTAL OlTSIOE OIYENSZON.
_= UIDTBTIIISE9 EARTH MATERIAL
W F
W
Z"
H THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT
___SELECT MA7FIIIAL,,... .-„;X'.,_
�.
ALONG TIME PIPE FROM THE TOP OF THE PIPE TOO THE TOP CLASS IV OVER 5O FEET
OF THE EMBANKMENT AT THAT POW.
CLASS III OVER 40 FEET THROUGH 60 FEET
CLASS II OVER 30 FEET THROUGH 40 FEET
THE CLASS OF SELECT MATERIAL USED FOR AM INDIVIDUAL PIPE INSTALLATION IS
BASED ON THE MAXIMM 'N' WHICH OCCURS ALONG THE PIPE INSTALLATION, A HIGHER CLAN
LOOSELY PLACED APPWO SUITABLE LOCDH_ M7ERIAL
FOR FOUNDATION CONDITIONIM70 AS DIRECTED BY THE
WILL HOT BE ALLOWED)
OR SELECT MATERIAL SELECT MATERIAL, NOT TO EXCEED CLASS IV, MAY BE USED IN LIEU OF CLASS II OR III.
ENGINEER, CSTQNE SELECT MATERIAL MILL NOT E REWIRED AROUND THOSE PORTIONS OF AN INDIVIDUAL
PIPE INSTALLATIION LOCATED UNDER THAT PART OF THE FILL MERE 'H' IS 30 FEET OR LESS
DO NOT OPERATE HEAVY EQUIPMENT OVEN ANY PIPF CULVERT UNTIL THE PIPE CDLVENT NAS
MEN PAMERLY BACKFAND ILLED ACOVERED WITH AT 1FAST 3 FEET OF APPROVED MATERIAL.
SHEET 1 OF 1
SHEET 1 OF 1
300 /M /O
. 0 1
300 . �1
3 iA
m
v DT
M �
H ' z
"-no
ra-ngGO
rnz =-1
momn-I
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S O O O
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ar
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2 M E
C-'5061 N.T.S.
A
2,-11,4„
A
TYPE #1
jI >t
FIj*° ALTERNATE
- 9
SECTION A,
-A
4 MAI
C-5061 N.T.S.
TiQN
F
SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE U3E OF SY:a EM ON COVER
(I. E.: SEIIII STORM DRAIN, ELECTRICAL)
TOP OF COVER
B 7j \ B
iROTTOM OF COVER
r,
TYPE #2
ZEN
1" R.
PLAN OF COVER
g�
33Ws y�
I i I -4:„
1'_10`d'gn
SECTION B-B
MINIMUM WEIGHT'S - LBS,
FRAME - 180
COVER - 120
TOTAL - 300
SPECIFICATION
CLASS 30 IRON MEETING
ASTM A-48
Z
O CIO
F- Q
QQ
O¢OL
03M
HWI
F
VJf LLOW
Zp Iw
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PLATE
REFERENCE
NUMBER
C-506
r rIF
AID 1

1 I 2
3
TOP OF BERM 252.75
PROPOSED GROUND EMERGENCY
OVERFLOW
FRAME AND GRATE PER ELEV 252.5
D NCDOT DETAIL 840.16 -- 5'-- MATCH EXISTING
ELEV 252.0 GROUND ELEVATION
C
4
C-
CELL BOTTOM
ELEV 251.0
2'x3' DROP INLET
PER NCDOT INV. 246.34
C-
12" RCP --
RIM
12" MIN (TYP)
� — ZZ---
CONCRETE COLLAR
I oo
— — — — — — — —
I I 18" RCP
JI I
ALLOW FOR 1" I I
BETWEEN PIPE END
AND INTERIOR
STRUCTURE WALL L_ _ — --- #T4YBARS AT 9" CENTERS
EXISTING STORM
STRUCTURE
PIPE
DIA.
�APPROX.QTY
Ibs
WALL
Z
Y
X
L
W
T
R
APPROX.
SLOPE
12
530
2"
4"
2411
7
4 -68/"
7
6 -0 /,
2411
251
90.
1:2.4
15"
740
2Y
6"
2711
3'-10"
6'-1"
3011
21/4"
1111
1:2.4
36"
4100
4"
15"
5-3"
34%
8'-1 �"
6'-0"
4"
2011
1:2.5
1. CONCRETE FOR FLARED END SECTIONS AND REINFORCEMENT IN THE AREA
DIMENSIONED AS "X" SHALL CONFIRM TO THE APPLICABLE REQUIREMENTS
OF A.A.S.H.T.O. DESIGNATION M170, M207, FOR CLASS 2 PIPE.
2. IN ADDITION TO THE REINFORCING BARS SHOWN, REINFORCEMENT IN THE
AREA DIMENSIONED AS "Y" SHALL HAVE A CROSS -SECTIONAL AREA EQUAL TO
THAT OF ONE LAYER OF STEEL IN THE AREA DIMENSIONED AS "X".
3. ALL STEEL SHALL CONFIRM TO THE REQUIREMENTS OF A.S.T.M. A575
GRADE 1020 STEEL.
4. THREE SEPARATE COATS OF PAINT SHALL BE APPLIED TO ALL UNGALVANIZED
STEEL MATERIAL. THE FIRST TWO COATS SHALL BE INORGANIC ZINC RICH
PRIMER AND THE THIRD COAT SHALL BE HI -BUILD VINYL GREEN BRIDGE PAINT.
BOTH THE INORGANIC ZINC PRIMER AND THE VINYL TOPCOAT SHALL
BE APPLIED SO EACH COAT WILL PROVIDE AN AVERAGE DRY FILM
THICKNESS OF AT LEAST 3 MILS. MINIMUM DRY FILM THICKNESS MEASURED
AT ANY POINT FOR EACH COAT SHALL BE 2.5 MILS. ALL PAINTING MAY BE
DONE IN THE SHOP, UNLESS OTHERWISE SPECIFIED. BARS AND PLATES MAY
BE GALVANIZED OR PAINTED. C-507
CU101 N.T.s.
5. GALVANIZATION SHALL BE IN ACCORDANCE WITH A.S.T.M. A123.
C
TOP OF BERM 250.0
GROUND
FRAME AND GRATE PER
NCDOT DETAIL 840.16
ELEV 248.25
CONNECT TO EX
36" 0 STORM
CELL BOTTOM
ELEV 247.5
f ,
DROP INLET
PER NCDOT
INV. 244.27
END CONNECTION
TO FIT PIPE USED
♦—
!f
w -
a
FL
STANDARD REINFORCEMENT FOR
CIRCULAR CLASS III, WALL B
REINFORCED CONCRETE PIPE.
36" PIPE
PROPOSED
12" MIN
CONCRETE
COLLAR
Lu c
GROUT
WITH
MORTAR
LONGITUDINAL SECTION
f-1Jf1 f%r%kl AICrllrl^"1 rr%
SLOPE
�1 M M
w n
Go lqr
SAME REINFORCEMENT a
AS INNER CAGE
2-No.4 bars
PRECAST OR CAST IN
PLACE END BLOCK
SECTION A -A
8 36
In > 4a
N
c:—
z
CM
RISER
BARREL
24" MAX
TRANSVERSE SECTION
E —I �G
.•``�H CARO1�'••.
r a� Nyls
= SLAL
• 16472
1
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OF ENGINEERS
SAVANNAH
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PLATE
REFERENCE
NUMBER
C-507
EET 35 of 283

C
CONTRACTORS,.'.'_ -
17
-
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os
-
AIL
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SEE ROSION & SEDIMENT
E
- -
,�. _�,
—
08
CONTROL PLANS FOR
14
19
DEMOLITION KEYNOTES
of EX SANITARY SEWER & STRUCTURES TO BE REMOVED BY ONUS
02 EX SANITARY SEWER TO REMAIN
03 EX WATER MAIN TO REMAIN
04 EX FIRE HYDRANT (FH) TO BE REMOVED BY ONUS
05 EX WATER & ELECTRIC STRUCTURES TO BE PROTECTED
& ADJUSTED TO FINISHED GRADES
os EX STORM SEWERS AND STRUCTURES TO BE REMOVED
07 EX STORM SEWER TO REMAIN
os EX STORM SEWER STRUCTURE FRAME & COVER TO BE
PROTECTED & ADJUSTED TO FINISHED GRADES
os EX OVERHEAD POWER LINES AND POWER/LIGHT POLES
TO BE REMOVED, INCLUSIVE OF GUY WIRES
to EX METAL STAIRS TO BE REMOVED W/ CONCRETE FOOTINGS
11 EX PAVEMENT TO BE REMOVED
12 EX CONCRETE SIDEWALK TO BE REMOVED
13 EX BUILDING TO BE REMOVED BY OTHERS
14 EX CONCRETE JERSEY BARRIER TO BE REMOVED BY OTHERS
15 EX DITCH TO BE OVER -EXCAVATED APPROX 3 TO 4 FEET,
REUSE OF MATERIAL TO BE APPROVED BY GEOTECHNICAL
ENGINEER ON SITE
16 EX VEGETATION & TREES TO BE REMOVED
t7 EX MONITORING WELLS TO BE FLAGGED AND ADJUSTED TO
FINISHED GRADE PER PLATE CP101
18 EX GRAVEL ROAD TO BE REGRADED TO FINAL GRADES OR
TO AGGREGATE BASE GRADES FOR ASPHALT
19 RELOCATE EX CONSTRUCTION FENCE TO EDGE OF EX
ROADWAY
20 EX MONITORING WELL TO BE PLUGGED AND CAPPED.
NOTIFICATION OF WELL CLOSING TO BE PROVIDED TO NCDENR.
2t EX SANITARY SEWER & STRUCTURES TO BE REMOVED BY PHASE
2 CONTRACTOR
x /
10. PRIOR TO DEMOLITION START, CONTRACTOR SHALL REFER TO HEALTH, SAFETY AND EMERGENCY
09 ! RESPONSE PROCEDURES FOR CONTAMINATED SITES INCLUDED IN THE SPECIFICATIONS PACKET.
11. EXISTING CHAIN LINK FENCE SHALL REMAIN AS LONG AS POSSIBLE DURING CONSTRUCTION. PROVIDE
ORANGE CONSTRUCTION FENCING WHEN PORTIONS OF CHAIN LINK FENCE ARE REMOVED TO ENCLOSE
CONSTRUCTION SITE.
13
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PLATE
REFERENCE
NUMBER
CD101
t !{

1 1 2
D
3
•
514523.45
1998989.67
4
I 5
DEMOLITION KEYNOTES
of
EX SANITARY SEWER & STRUCTURES TO BE REMOVED BY ONUS
02
EX SANITARY SEWER TO REMAIN
03
EX WATER MAIN TO REMAIN
oa
EX FIRE HYDRANT (FH) TO BE REMOVED BY ONUS
05
EX WATER & ELECTRIC STRUCTURES TO BE PROTECTED
& ADJUSTED TO FINISHED GRADES
os
EX STORM SEWERS AND STRUCTURES TO BE REMOVED
0�
EX STORM SEWER TO REMAIN
08
EX STORM SEWER STRUCTURE FRAME & COVER TO BE
PROTECTED & ADJUSTED TO FINISHED GRADES
09
EX OVERHEAD POWER LINES AND POWER/LIGHT POLES
TO BE REMOVED, INCLUSIVE OF GUY WIRES
�0
EX METAL STAIRS TO BE REMOVED W/ CONCRETE FOOTINGS
tt
EX PAVEMENT TO BE REMOVED
t2
EX CONCRETE SIDEWALK TO BE REMOVED
13
EX BUILDING TO BE REMOVED BY OTHERS
to
EX CONCRETE JERSEY BARRIER TO BE REMOVED BY OTHERS
t5
EX DITCH TO BE OVER -EXCAVATED APPROX 3 TO 4 FEET,
REUSE OF MATERIAL TO BE APPROVED BY GEOTECHNICAL
ENGINEER ON SITE
15
EX VEGETATION & TREES TO BE REMOVED
t�
EX MONITORING WELLS TO BE FLAGGED AND ADJUSTED TO
FINISHED GRADE PER PLATE CP101
is
EX GRAVEL ROAD TO BE REGRADED TO FINAL GRADES OR
TO AGGREGATE BASE GRADES FOR ASPHALT
09
RELOCATE EX CONSTRUCTION FENCE TO EDGE OF EX
ROADWAY
20
EX STORM SEWER TO BE PLUGGED AND BLOCKED
21
EX SANITARY SEWER & STRUCTURES TO BE REMOVED BY PHASE
2 CONTRACTOR
DEMOLITION NOTES
1. EX UTILITY LINES SHALL BE REMOVED WITHIN THE SITE BOUNDARIES AS NOTED. ALL UTILITY
APPURTENANCES NOT TO BE i?EMOVED SHALL BE PROTECTED DURING DEMOLITION &
CONSTRUCTION.
2. SANDHILLS SHALL REMOVE & RELOCATE ALL ELECTRICAL LINES, POWER & LIGHT POLES OWNED BY
THEM.
3. OLD NORTH UTILITY SERVICE (ONUS) SHALL REMOVE & RELOCATE ALL WATER AND SANITARY LINES
& APPURTENANCES OWNED BY THEM UNLESS OTHERWISE STATED. BACKFILL SHALL BE IN
ACCORDANCE WITH SPECIFICATION 31 00 00 EARTHWORK.
4. THE CONTRACTOR IS TO CONTACT EACH UTILITY OWNER TO VERIFY EXISTING LINES AND
COORDINATE SERVICES & ANY CROSSINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTION OF THESE SERVICES. THE CONTRACTOR IS RESPONSIBLE TO PAY FOR ANY FACILITIES
DAMAGED DURING THE COURSE OF THE CONSTRUCTION AS REQUIRED BY THE UTILITY OWNER.
5. EX PAVEMENT, SIDEWALK OR CURB TO BE REMOVED SHALL BE SAWCUT TO FULL DEPTH & EDGES
SHALL BE STRAIGHT & UNIFORM.
6. EX STORM SEWERS & DRAINAGE STRUCTURES ARE TO BE REMOVED ONLY AFTER INITIAL SEDIMENT
& EROSION CONTROL MEASURES HAVE BEEN PUT IN PLACE. SEE SEDIMENT & EROSION CONTROL
PLANS FOR APPROVED MEASURES.
7. EXPOSED TRENCHES WILL REQUIRE DEWATERING DURING & AFTER STORM EVENTS.
8. GROUNDWATER MAY BE ENCOUNTERED DURING TRENCHING, INSTALLATION AND BACKFILLING OF
UTILITIES. CONTRACTOR SHALL NOTIFY DPW ENVIRONMENTAL FOR DISPOSAL OF DEWATERED
GROUNDWATER.
9. SEE PLATE CS101 FOR LIMIT OF CONSTRUCTION (LOC) COORDINATES.
10. PRIOR TO DEMOLITION START, CONTRACTOR SHALL REFER TO HEALTH, SAFETY AND EMERGENCY
RESPONSE PROCEDURES FOR CONTAMINATED SITES INCLUDED IN THE SPECIFICATIONS PACKET.
11. EXISTING CHAIN LINK FENCE SHALL REMAIN AS LONG AS POSSIBLE DURING CONSTRUCTION.
PROVIDE ORANGE CONSTRUCTION FENCING WHEN PORTIONS OF CHAIN LINK FENCE ARE REMOVED
TO ENCLOSE CONSTRUCTION SITE.
N
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.equired by ie s
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pa� ,`• 5 1rgSSIp if
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PLATE
REFERENCE
NUMBER
CD 102

1 2 3 4 I 5
,`� GRADING NOTES
Al
ALL PROPOSED FINISHED ELEVATIONS ARE TO THE FINAL IMPROVED ELEVATIONS. IN
x _ A E
UNPAVED AREAS THIS IS TO THE TOP OF LANDSCAPING GRAVEL OR VEGETATED
GROUND COVER.
c. .
f ,3 OC 2. CONTRACTOR TO PLACE A MINIMUM 3 FEET OF COVER OVER ALL PIPES DURING
CONSTRUCTION TO PREVENT DAMAGE FROM CONSTRUCTION VEHICLES.
volt 3. THE CONTRACTOR SHALL DEWATER ALL EXPOSED TRENCHES DURING AND AFTER
D �, ? r �,/ STORM EVENTS.
T >, ,'• ,"' 52.75',, '' 4. THE CONTRACTOR SHALL PROTECT ALL EXISTING DRAINAGE FACILITIES, INCLUDING
?; BUT NOT LIMITED TO MANHOLES, HEADWALLS, PIPES, CHANNELS AND BASINS WITHIN
AND ADJACENT TO THE WORKING LIMITS THAT AREA SHOWN TO BE DISTURBED
252.75 52:60 3: , 251.ao WITHIN THESE IMPROVEMENT PLANS. THE CONTRACTOR IS RESPONSIBLE TO
•._ REPAIR OR REPLACE ANY DAMAGED FACILITIES IN KIND AT THEIR OWN COST.
ti
}� �. 252.50
e
� a
Y
y f ,,, ;F 52.55 252.50 52.75 . i. �•t5,
-' c f,,, 52 5. THE CONTRACTOR SHALL PROTECT ALL PROPOSED UTILITY AND DRAINAGE
52.50
s5?,ra, „• CG101 CG301°m z „_,. '
{ „ . 252.20 FACILITIES UPON INSTALLATION. THE CONTRACTOR IS RESPONSIBLE TO REPAIR OR
2
'%' I REPLACE ANY DAMAGED FACILITIES IN KIND AT THEIR OWN COST.
f , a, 52.50 k ;, 52.25
252.15
' . l' n ° • x CELL#1 s 6. PER THE ENVIRONMENTAL PROTECTION AGENCY, THE CONTRACTOR IS
ovERFLOW a RESPONSIBLE FOR THE PROTECTION OF DOWNSTREAM WATER WAYS FROM
x $
ti 251.75 POLLUTION CAUSED BY THE CONSTRUCTION ACTIVITIES. THE EROSION CONTROL
252.50 TTOM 251'
PLANS ARE PROVIDED TO LIMIT THIS POLLUTION.
i
>X 5 25 125 52.70 O t 7. GRADING AROUND PROTECTED TREES IS LIMITED PER NORTH CAROLINA EROSION
2 \ "� n AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL. SEE SEPARATE
54.90 N
'«2 .37- ! SEDIMENT AND EROSION CONTROL PLANS FOR DETAILS.
254.
6 2 �
54.
8. SEE PLATE CU101 FOR UTILITY INFORMATION
1 254 253.10
C 25 2g 255 255.a �� 2 -9. NORTH AND NORTHWEST OF THE PHASE 1 BUILDING, THERE SHALL BE AN
5 5�" 2 f=
} n _5 ..
255:5 fUNDERCUT OF EXISTING SOILS TO AN ELEVATION AT 253 FT MEAN SEA LEVEL OR 3
2 57 Q` -, s25 FT BELOW EXISTING GRADE, WHICHEVER IS GREATER.
41
25
t
• 56. 5 25 255 254.8 A. THE EXPOSED SUBGRADE SHALL BE VIBRATORY COMPACTED.
_ .,5.7 5 156.50
gig o -' B. THE EFFECTED AREA SHALL EXTEND 5 FEET BEYOND THE FOOTPRINT OF THIS
5 <,r '
256.35 <
255• 256.35 256• 254.s PORTION OF THE ADDITION.
0 57:11 i
° BIOREr�NTION _ C. THE CUT SHOULD START NO CLOSER THAN REQUIRED TO MAINTAIN THE 2H:1V
{ 0 255.50 257.11 Zvi • f
'255.15 .40 rniER I� SIDE SLOPE BEGINNING 1 FOOT ABOVE AND 1 FOOT AWAY FROM EXISTING
255. 1255.75 z56.4o k . FOUNDATIONS. THE 2H:1V SIDE SLOPE CAN BE RELAXED FOR THE LAST TWO FEET
` 257. 25 OF EXCAVATION WHERE A VERTICAL CUT CAN BE MADE.
257.95 14 8
§ 258.10
30 2 2g0 6 ° SEE GRADING NOTE #9 ' D. SEE GEOTECHNICAL REPORT FOR MORE INFORMATION.
a .o /c z 30 cNi+
10. AFFECTS OF VIBRATORY COMPACTION ON THE ADJACENT BUILDING SHALL BE
i 5 " CLOSELY MONITORED AND THE DYNAMIC FORCE REDUCED IF NECESSARY TO
258.10 -'• s""' 2 2 PREVENT DAMAGE TO THE EXISTING BUILDING.
v` 11. SEE PLATES CG110-CG114 FOR STORMWATER BMP DESIGN INFORMATION.
y
258.10 4
FINSTALLED STORMWATER MANAGEMENT SYSTEM MUST MEET DESIGN
12 SPECIFICATIONS UPON INITIAL OPERATION ONCE HE PROJECT ISCOMPLETE AND
B 257.50 T/
t " . ENTIRE DRAINAGE AREA IS STABILIZED.
_.
:, 255. N
v 13. SOIL MEDIA FOR BIORETENTION CELLS SHALL NOT BE PLACED UNTIL THE
CONSTRUCTION SITE IS STABILIZED.
N
30' 2010' 0 30'
SCALE: 1 " = 30' -0"
the
N CAROL "%,
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PLATE
REFERENCE
NUMBER
CG101
SHEET 39of28:

X
C
1 2 � 3
77,
t d
> , d
4
� t
" y i
4 h
Ni
_ z ,
vo
v-
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a
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z ?n `d I% g. 2 2 .75
.Yj M3 ,,. ° Asp t, y k t�F •
r f
a
0
SS
.\� % A BIOR FN'FiON
1 t z °q; L�T/
48 OVERFLOW 24§:25
i
s
BOTTOM 47.5
s�
^
}
4
t
•
\ E 3 0 �k
a �,* t
i
4 BIOR NTION
$ CELL
OVEROW 250.50
BOTTOM 249.50
k
•
°
1
° 2� / • 75
t
i
, t r t
it
ss 1+ OV
_
•
• t a� '
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,
Y'`.�. '.. :. x: �' t. , /� • Y. G �., yn 4 _ '. _
ft i
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,
29k i 1
" x
c 04
�J� %
4
GRADING NOTES
5
1. ALL PROPOSED FINISHED ELEVATIONS ARE TO THE FINAL IMPROVED ELEVATIONS. IN
UNPAVED AREAS THIS IS TO THE TOP OF LANDSCAPING GRAVEL OR VEGETATED
GROUND COVER.
2. CONTRACTOR TO PLACE A MINIMUM 3 FEET OF COVER OVER ALL PIPES DURING
CONSTRUCTION TO PREVENT DAMAGE FROM CONSTRUCTION VEHICLES.
3. THE CONTRACTOR SHALL DEWATER ALL EXPOSED TRENCHES DURING AND AFTER
STORM EVENTS.
4. THE CONTRACTOR SHALL PROTECT ALL EXISTING DRAINAGE FACILITIES, INCLUDING
BUT NOT LIMITED TO MANHOLES, HEADWALLS, PIPES, CHANNELS AND BASINS WITHIN
AND ADJACENT TO THE WORKING LIMITS THAT AREA SHOWN TO BE DISTURBED
WITHIN THESE IMPROVEMENT PLANS. THE CONTRACTOR IS RESPONSIBLE TO
REPAIR OR REPLACE ANY DAMAGED FACILITIES IN KIND AT THEIR OWN COST.
5. THE CONTRACTOR SHALL PROTECT ALL PROPOSED UTILITY AND DRAINAGE
FACILITIES UPON INSTALLATION. THE CONTRACTOR IS RESPONSIBLE TO REPAIR OR
N
REPLACE ANY DAMAGED FACILITIES IN KIND AT THEIR OWN COST.
6. PER THE ENVIRONMENTAL PROTECTION AGENCY, THE CONTRACTOR IS
RESPONSIBLE FOR THE PROTECTION OF DOWNSTREAM WATER WAYS FROM
POLLUTION CAUSED BY THE CONSTRUCTION ACTIVITIES. THE EROSION CONTROL
PLANS ARE PROVIDED TO LIMIT THIS POLLUTION.
7. GRADING AROUND PROTECTED TREES IS LIMITED PER NORTH CAROLINA EROSION
AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL. SEE SEPARATE
SEDIMENT AND EROSION CONTROL PLANS FOR DETAILS.
8. SEE PLATE CU101 FOR UTILITY INFORMATION
9. NORTH AND NORTHWEST OF THE PHASE 1 BUILDING, THERE SHALL BE AN
UNDERCUT OF EXISTING SOILS TO AN ELEVATION AT 253 FT MEAN SEA LEVEL OR 3
FT BELOW EXISTING GRADE, WHICHEVER IS GREATER.
A. THE EXPOSED SUBGRADE SHALL BE VIBRATORY COMPACTED.
B. THE EFFECTED AREA SHALL EXTEND 5 FEET BEYOND THE FOOTPRINT OF THIS
PORTION OF THE ADDITION.
C. THE CUT SHOULD START NO CLOSER THAN REQUIRED TO MAINTAIN THE 2H:1V
SIDE SLOPE BEGINNING 1 FOOT ABOVE AND 1 FOOT AWAY FROM EXISTING
FOUNDATIONS. THE 2HAV SIDE SLOPE CAN BE RELAXED FOR THE LAST TWO FEET
OF EXCAVATION WHERE A VERTICAL CUT CAN BE MADE.
D. SEE GEOTECHNICAL REP
ORT FOR MORE INFORMATION.
10. AFFECTS OF VIBRATORY COMPACTION ON THE ADJACENT BUILDING SHALL BE
CLOSELY MONITORED AND THE DYNAMIC FORCE REDUCED IF NECESSARY TO
PREVENT DAMAGE TO THE EXISTING BUILDING.
11. SEE PLATES CG110 -CG114 FOR STORMWATER BMP DESIGN INFORMATION.
12. SOIL MEDIA FOR BIORETENTION CELLS SHALL NOT BE PLACED UNTIL THE
CONSTRUCTION SITE IS STABILIZED.
t LEGEND
x
j�,� sr� STORMWATER RUNOFF
OVERFLOW LOCATION
r�
> 1 .:' 2 5 BIORETENTION CELL
0 — — — —
fry
5�7�/ PONDING AREA BOUNDARY
256/
/ & 50
PROPOSED SPOT ELEVATION
a y "> h 0� —260 PROPOSED CONTOUR
„ ° f
25_— EXISTING CONTOUR
z
.... ., 27
I
0 � � f , ° f' SEE G
RAI
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N
30' 20' '0' 0 30,
SCALE: 1 '= 30'-0"
,o �,A CARO(wv%.
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r PLATS
REFERENCE
NUMBER
CG 102
S H F F T 40 0f 283

1 2 3
,
t l DRAINAGE A 3= 0 35 A
,
a
DRA GE AREA �
(BMP = BIORETENTION CELL #3 o LOW
ION k
ita 2IM
\
OM 249.
75
Ip . MY
4.0 S 2 , 5
s
,.,
„Z
'7 ''°,.
741
Moll
D ter. r o 0 66 OC , o LOC
iu
251.75 LOCI
s
252.7 52.60'
n
252.50
5
� 251.40
T
..;i4 �s�.
r
2� •` 52.55 252.50 i 251
256.45 r _
Y ® r 2.20
256.15
=x ,2
r �
�;>.55 30 iyh
t 4v
{ a
; O
>� y: 254.
C
0
i2
r
I
52.50 52.25 '
�} N 252 15
BIORETENTION
b o cELL1 DRAINAGE`AREA 1 = 1.92 AC
o OVERFLOW
252 �
251.75 252.50 (BMP = BIORETENTION CELI
1
®oo�0 25 15
0 0 25 25 70 \ 1 N' n
2 .37
25440
54. 254 `253.10 \
I
25 100
5.7 5 '256.50 001, 25'
256.35 256. 00�
a 57.11
256.35 ' ' ` 254.5
BIORETENTION
257.11 7 ao " � ` " oELEV OW2 h 13RAIN�AGE AREA 2 = 0.99
256.40 BOTTOM253 �'� (BMP = BIORETENTION Cl
--- - 257.95 'n 257. 1 14 ea 2�' \ \ 2)
4 1 5
RUNOFF VOLUME CALCULATIONS (SIMPLE METHOD)
AREA 1
IA
0.63
Rv
0.62
A (acres)
1.92
RD (in)
1.00
VOL (ft3)
4,319
0.10 AC -FT
AREA 3
IA
Rv
A (acres
RD (in)
VOL (ft3
i
260.2 �, w.P...
,. STORMWATER RUNOFF
t�h 2so.15 Y ~ r'� OVERFLOW LOCATION
260.1 TCH EXISTING"
BIORETENTION CELL
257.9 2�'
_ _ _
PONDING AREA BOUNDARY
�w
260
251.50
i
PROPOSED SPOT ELEVATION
258.40
!
' . 259 r
.
i.
;
i
as 260
-
PROPOSED CONTOUR
^ �
�'•'••• �
�_ " -- ...
EXISTING CONTOUR
,� a
� -
; �
A,, ..�.u.rr��;�
,
!
. � � �.. �
ONSITE AREA DRAINAGE BOUNDARY
i r w
�*'�,�'�
...•I..
OFFSITE AREA DRAINAGE BOUNDARY
r
.11•7:
0.56
0.35
1.00
708
0.02 AC -FT
32 AC
N CELL #4)
AREA 2 + OFFSITE
AREA E
IA
0.66
Rv
0.64
A (acres)
1.76
RD (in)
1.00
VOL (ft3)
4,093
0.09 AC -FT
AREA 4
IA
0.55
Rv
0.55
A (acres)
0.32
RD (in)
1.00
VOL (ft3)
637
N
C�
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SCALE: 1 30'-0"
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NUMBER
CG110
SHEET 41of283

0
---254
257
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258.30
PONDING AREA
ELEV 254
CELL #2 BOTTOM -
ELEV 253
SHWT ELEV 236.4
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BIORETENTION
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52.48
EXISTING DROP INLET
OVERFLOW STRUCTURE
2SEE DETAIL 2, PLATE C-504) TOP OF BERM 255.0 EMERGENCY OVERFLOW
IM ELEV 254 ELEV 254.5
INV ELEV 248.3
PROPOSED
GROUND
3:1 SLOPE
n CELL #2 OUTLET SECTION
ccn2 ccn2 N.T.S.
NOTE: UNDERDRAIN LAYOUT AND
SIZES SHOWN ON SHEET C-508
FILTER BED
CELL #1 BOTTOM
ELEV 251
IollIC:749:1011[970[61:4gy;iiI
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DESIGN SUMMARY
BIORETENTION CELL #2
SERVICE AREA (ac)
1.92
SERVICE AREA (ac)
1.76
IMPERVIOUS AREA (%)
63
IMPERVIOUS AREA (%)
66
1" RUNOFF VOL (cu ft)
1" RUNOFF VOL (cu ft)
REQUIRED =
4,319 (SIMPLE METHOD)
REQUIRED =
4,093 (SIMPLE METHOD)
PROVIDED =
7,060
PROVIDED =
6,215
CELL #1 STAGE
STORAGE DATA
CELL #2 STAGE
STORAGE DATA
STAGE
(ft)
AREA
(sq ft)
INC. VOL
(cu ft)
CUM VOL
(cu ft)
251
6540
0
0
252
7580
7060
7060
PONDING AREA
ELEV 252
CELL #1 BOTTOM -
ELEV 251
SHWT ELEV 237.8
EMERGENCY OVERFLOW
OVERFLOW STRUCTURE
(ADJUST EXISTING INLET
TO RIM ELEV 254)
PONDING
DEPTH 12"
ASPHALT
PAVEMENT OR
GRASS
IMPERMEABLE
GEOMEMBRANE LINER
_;1?Cl
33"GRAVEL
STAGE
(ft)
AREA
(sq ft)
INC. VOL
(cu ft)
CUM VOL
(cu ft)
253
5744
0
0
254
6687
6215
6215
DROP INLET OVERFLOW
STRUCTURE
SEE DETAIL 2, PLATE C-504)
IM ELEV 252.0 TOP OF BERM 252.75
INV ELEV 246.34
PROPOSED EMERGENCY OVERFLOW
GROUND ELEV 252.5
3:1 SLOPE 3' MATCH EXISTING
(TMP)-' -
LEGEND
- S D -
PROPOSED STORM PIPE
OO
STORM MANHOLE (PER NCDOT)
®
DROP INLET STRUCTURE (PER NCDOT)
HEADWALL / FLARED END SECTION
OVERFLOW
25�
PROPOSED ELEVATION
-260—
PROPOSED CONTOUR
RIP -RAP
- - -
PONDING AREA BOUNDARY
A CELL #1 OUTLET SECTION
ccn2 ccn2 N.T.S.
NOTE: UNDERDRAIN LAYOUT AND
SIZES SHOWN ON SHEET C-508
VARIES
(10' MIN)
2" MULCH (PLANTING
MATERIAL PER
LANDSCAPE PLAN)
GRAVEL
GRAVEL
NOTE: BIO-CELL MEDIA CROSS SECTION TAKEN FROM NC
BEST MANAGEMENT PRACTICES MANUAL, CHAPTER 12.
FILTER BED
- SOIL MEDIA MIX:
85% SAND
10% FINES
5% ORGANIC N
(PHOSPHORUS INDEX MUST BE
BETWEEN 10-30)
- 4" WASHED SAND
- FILTER FABRIC
- 8" #57 STONE
- PVC UNDERDRAINS 20, 0 20'
SEE SHEET C-508 FOR
SIZES AND LAYOUT
ON
SCALE: 1
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NUMBER
CG112
SHEET43of2A

1
2
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14' OF 4" 0 PERFORATED
ap. PVC SDR 35 @ 0.50%
OVERFLOW STRUCTURE
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EMBANKMENT
250.75
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PONDING AREA
ELEV 250.50 5,
3:1 3:1 All
CELL #3 4:1\\ BOTTOM ELEV 249.50
- FILTER BED
- 4" PERFORATED PVC
UNDERDRAIN @ 0.50%.
WYE CONNEC TO 12" RCP
BIORETENTION
CELL #4 BOTTOM
ELEV 247.5
3 I 4
BIORETENTION CELL #3 BIORETENTION CELL #4
DESIGN SUMMARY— DESIGN SUMMARY ----
SERVICE AREA (ac) 0.35
IMPERVIOUS AREA (%) 56
1" RUNOFF VOL (cu ft)
REQUIRED = 708 (SIMPLE METHOD)
PROVIDED = 737
CELL #3 STAGE STORAGE DATA
STAGE
(ft)
AREA
(sq ft)
INC. VOL
(cu ft)
CUM VOL
(cu ft)
249.5
565
0
0
250.5
909
737
737
PROPOSED - \
SERVICE AREA (ac) 0.32
IMPERVIOUS AREA (%) 55
1"RUNOFF VOL (cu ft)
REQUIRED = 637 (SIMPLE METHOD)
PROVIDED = 966
CELL #4 STAGE STORAGE DATA
STAGE
(ft)
AREA
(sq ft)
INC. VOL
(cu ft)
CUM VOL
(cu ft)
247.5
1090
0
0
248
1353
611
611
248.25
1490
355
966
GROUND DROP INLET OVERFLOW
STRUCTURE
(SEE DETAIL 2, PLATE C-504
RIM ELEV 248.2
SIDE SLOPES 3:1
TYP
I
CONNECT TO EX
36" 0 STORM
I�
12" RCP
EX 36" 0 PIPE /
INV 244.24
BIORETENTION CELL #3 SECTION
CG113 CG113 N.T.S.
VARIES _ I /— SOD
ELEV 248.5
LEGEND
- S D — PROPOSED STORM PIPE
O STORM MANHOLE (PER NCDOT)
co STORM CLEANOUT
® DROP INLET STRUCTURE (PER NCDOT)
C� HEADWALL / FLARED END SECTION
OVERFLOW
251.50 PROPOSED ELEVATION
—260 \—} PROPOSED CONTOUR
— — — — PONDING AREA BOUNDARY
PONDING AREA
ELEV 248.25 ,
244.27
8" GRAVEL 8" GRAVEL
I
/ /SOIL MEDIA MIX:
a
/ o
J 110% F FINES
'3' ' 3' 5% ORGANIC
N RASS�_10' M G S (PHOSPHORUS INDEX MUST
/. BE BETWEEN 10-30)
4" WASHED SAND
FILTER FABRIC
8" #57 STONE
0 4" PVC UNDERDRAIN
c0�o g�
IMPERMEABLE
GEOMEMBRANE LINER
ETENTION CELLSTYPICAL SECTION
CC113 CG113 N.T.S.
NOTE: BIO-CELL MEDIA CROSS SECTION TAKEN FROM NC
STORMWATER BEST MANAGEMENT PRACTICES MANUAL,
CHAPTER 12.
ASPHALT
PAVEMENT
— FILTER BED
SHWT ELEV 236.0
N
20' 0 20'
SCALE: 1'/ 20'-0"
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CG113
L SHEET44of283

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PLA
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SIGN TYP_
ALONG SECURITY FENCE
4 I
5
PAVING KEYNOTES
of
CONCRETE PAVEMENT PER DETAIL 1, PLATE C-501
02
ASPHALT PAVEMENT PER DETAIL 2, PLATE C-501
03
CONCRETE VALLEY GUTTER PER DETAIL 8, PLATE C-501
04
CONCRETE SIDEWALK PER DETAIL 5, PLATE C-501
05
WHEEL STOP PER DETAIL 6, PLATE C-501
os
CONCRETE UTILITY PAD PER DETAIL 1, PLATE C-503
07
GRAVEL PAVEMENT PER DETAIL 2, PLATE C-503
08
RETAINING WALL PER DETAIL 3, PLATE C-503
O9
PARKING ONLY SIGNAGE, CARPOOL/VAN PER DETAIL 1,
PLATE C-502
10
PARKING ONLY SIGNAGE, LOW EMISSION VEHICLE PER
DETAIL 1, PLATE C-502
11
PARKING ONLY SIGNAGE, MOTORCYCLE PER DETAIL 1, PLATE
C-502
t2
HANDICAP PARKING SIGNAGE & STRIPING PER DETAIL 3,
PLATE C-502
t3
VAN ACCESSIBLE PARKING SIGN & STRIPING PER DETAIL 4,
PLATE C-502
14
ACCESSIBLE RAMP W/ HANDRAIL PER DETAIL 2, PLATE C-502
15
BOLLARD PER DETAIL 7, PLATE C-501
1s
ELEVATED METAL WALKWAY AND STAIRS. SEE
ARCHITECTURAL PLANS FOR DETAILS.
17
BIO-RETENTION CELL SOIL AND PLANTING. SEE PLATES
CG112 AND CG113 FOR CROSS SECTION. PLANTING PER
LANDSCAPE PLAN.
18
LIGHT POLE FOUNDATION PER SANDHILL ELECTRICAL PLAN
1s
RELOCATED JERSEY BARRIER BY OTHERS
20
CONCRETE STEPS PER DETAIL 6, PLATE C-502
21
CONCRETE VALLEY GUTTER WITH CURB PER DETAIL 9,
PLATE C-501
22
CONCRETE PAVEMENT JOINTS PER DETAIL 3, PLATE C-501
23
DETENTION PLANTING PER LANDSCAPE PLAN, VERIFY LIMIT
W/ GRADING PLAN
24
CONCRETE WALKWAY PER SECTION C, PLATE CG301. SEE
STRUCTURAL PLANS FOR FOOTING INFORMATION.
)viem d by (no to-e :
f
25
MONITORING TEST WELL ADAPTOR AND COVER SET FLUSH
�5 fe4°"e that `""
rD� n-
TO FINAL GRADE. COVER SHALL BE LOCKABLE, MEET H2O
t ii �a t'rn � e }
sG 1
r � ty w ;' ' .
1 v •
LOADING & MARKED W/ WELL NUMBER
f virSL✓676i2cf
ij14
2
2s
BICYCLE RACK, SEE DETAIL 4, PLATE C-503
pp
" T NT T C 2
2_ DO NO E ER SIGN PER DETAIL 5, PLA E -50
1. CONTRACTOR TO VERIFY THE PAVING BENCHMARK NO D PROJECT BOUNDARY BEFORE
CONSTRUCTION TO BEGIN.
2. CONTRACTOR TO VERIFY LOCATIONS OF ALL EXISTING BUILDING, FFE AND RELAVANT
STRUCTURES BEFORE CONSTRUCTION TO BEGIN.
3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMIT FOR ANY CONSTRUCTION WITHIN
UTILITY EASEMENTS.
4. ANY REQUEST FOR MODIFICATIONS TO THESE PLANS BY THE CONTRACTOR MUST BE
REQUESTED IN WRITING TO THE CONTRACTING OFFICER AND ENGINEER FOR APPROVAL
PRIOR TO ANY CHANGES. IF STATE/FEDERAL APPROVAL IS REQUIRED FOR THE MODIFICATION,
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN THOSE APPROVALS. ALL
APPROVED MODIFICATIONS SHALL BE DOCUMENTED ON THE AS -BUILT PLANS BY THE
CONTRACTOR.
5. USE WELDED WIRE FABRIC IN CONCRETE PAVEMENT WHERE JOINTS CREATE ODD SHAPED
PLANES. THIS INCLUDES RECTANGLES WITH LENGTHS 1.25 TIMES WIDTH.
6. ALL PAVEMENT MARKING AND PARKING LINES SHALL BE WHITE PER FORT BRAGG IDG AND
EXTRUDED AND/OR HEATED IN PLACE THERMOPLASTIC PER NCDOT SPECIFICATIONS AND QPL.
N
30' 20' 10 0 30,
SCALE: 30'-0"
CARp1
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REFERENCE
NUMBER
CP101
L SHEET47of283

I
4
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PAVING KEYNOTES
of CONCRETE PAVEMENT PER DETAIL 1, PLATE C-501
02 ASPHALT PAVEMENT PER DETAIL 2, PLATE C-501
03 CONCRETE VALLEY GUTTER PER DETAIL 8, PLATE C-501
04 CONCRETE SIDEWALK PER DETAIL 5, PLATE C-501
os WHEEL STOP PER DETAIL 6, PLATE C-501
os CONCRETE UTILITY PAD PER DETAIL 1, PLATE C-503
o� GRAVEL PAVEMENT PER DETAIL 2, PLATE C-503
08 RETAINING WALL PER DETAIL 3, PLATE C-503
09 PARKING ONLY SIGNAGE, CARPOOL/VAN PER DETAIL 1,
PLATE C-502
to PARKING ONLY SIGNAGE, LOW EMISSION VEHICLE PER
DETAIL 1, PLATE C-502
tt PARKING ONLY SIGNAGE, MOTORCYCLE PER DETAIL 1, PLATE
C-502
t2 HANDICAP PARKING SIGNAGE & STRIPING PER DETAIL 3,
PLATE C-502
t3 VAN ACCESSIBLE PARKING SIGN & STRIPING PER DETAIL 4,
PLATE C-502
14 ACCESSIBLE RAMP W/ HANDRAIL PER DETAIL 2, PLATE C-502
15 BOLLARD PER DETAIL 7, PLATE C-501
t6 ELEVATED METAL WALKWAY AND STAIRS. SEE
ARCHITECTURAL PLANS FOR DETAILS.
t7 BIO-RETENTION CELL SOIL AND PLANTING. SEE PLATES
CG112 AND CG113 FOR CROSS SECTION. PLANTING PER
LANDSCAPE PLAN.
is LIGHT POLE FOUNDATION PER SANDHILL ELECTRICAL PLAN
1s RELOCATED JERSEY BARRIER BY OTHERS
20 CONCRETE STEPS PER DETAIL 6, PLATE C-502
2t CONCRETE VALLEY GUTTER WITH CURB PER DETAIL 9,
PLATE C-501
22 CONCRETE PAVEMENT JOINTS PER DETAIL 3, PLATE C-501
23 DETENTION PLANTING PER LANDSCAPE PLAN, VERIFY LIMIT
W/ GRADING PLAN
24 CONCRETE WALKWAY PER SECTION C, PLATE CG301. SEE
STRUCTURAL PLANS FOR FOOTING INFORMATION.
11 ,1,1rec ` by MONITORING TEST WELL ADAPTOR AND COVER SET FLUSH
-rec by t. -
r ;,es requirerir '�l':pc' TO FINAL GRADE. COVER SHALL BE LOCKABLE, MEET H2O
� Ians d. LOADING & MARKED W/ WELL NUMBER
cans and. <" -' '
�,
BICYCLE RACK, SEE DETAIL 4, PLATE C-503
I 27 "DO NOT ENTER" SIGN PER DETAIL 5, PLATE C-502
PAVING NOTES
1. CONTRACTOR TO VERIFY THE PROJECT BENCHMARK AND PROJECT BOUNDARY BEFORE
CONSTRUCTION TO BEGIN.
2. CONTRACTOR TO VERIFY LOCATIONS OF ALL EXISTING BUILDING, FFE AND RELAVANT
STRUCTURES BEFORE CONSTRUCTION TO BEGIN.
3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMIT FOR ANY CONSTRUCTION WITHIN
UTILITY EASEMENTS.
4. ANY REQUEST FOR MODIFICATIONS TO THESE PLANS BY THE CONTRACTOR MUST BE
REQUESTED IN WRITING TO THE CONTRACTING OFFICER AND ENGINEER FOR APPROVAL
PRIOR TO ANY CHANGES. IF STATE/FEDERAL APPROVAL IS REQUIRED FOR THE MODIFICATION,
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN THOSE APPROVALS. ALL
APPROVED MODIFICATIONS SHALL BE DOCUMENTED ON THE AS -BUILT PLANS BY THE
CONTRACTOR.
5. USE WELDED WIRE FABRIC IN CONCRETE PAVEMENT WHERE JOINTS CREATE ODD SHAPED
PLANES. THIS INCLUDES RECTANGLES WITH LENGTHS 1.25 TIMES WIDTH.
6. ALL PAVEMENT MARKING AND PARKING LINES SHALL BE WHITE PER FORT BRAGG IDG AND
EXTRUDED AND/OR HEATED IN PLACE THERMOPLASTIC PER NCDOT SPECIFICATIONS AND QPL.
N
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CP102
SHEET48of283
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STORM SEWER KEYNOTES
01 CATCH BASIN PER DETAIL 1A & 1 B, PLATE C-504. DETAIL
1,2, 3, & 4, PLATE C-505. SIZE & INV PER PLATE CU301.
02 INLET PER DETAIL 2, & 3, PLATE C-504. DETAIL 1, 2, & 3,
PLATE C-505. SIZE & INV PER PLATE CU301.
03 CONCRETE JUNCTION BOX PER DETAIL 1, 2, & 3, PLATE
C-505. DETAIL 1, PLATE C-506. SIZE & INV PER PLATE
CU301.
04 PRECAST MANHOLE PER DETAIL 1, 2, & 3, PLATE C-505.
DETAIL 3 & 4, PLATE C-506. SIZE & INV PER PLATE CU301.
05 FLARED END SECTION PER MANUFACTURER
SPECIFICATION & DETAIL 5, PLATE C-507.
os RCP PER MANUFACTURER SPECIFICATION &
INSTALLATION PER DETAIL 2, .PLATE C-506. SIZE &
SLOPE PER PLATE CU301.
07 4" PERFORATED PVC SDR 35 UNDERDRAIN. SEE PLATE
C-508 FOR DETAILS.
08 CLEANOUT PER DETAIL 2, PLATE C-508.
os BUILDING CONNECTION. VERIFY LOCATION &
INV W/PLUMBING PLAN.
10 EXISTING STRUCTURE CONNECTION PER DETAIL 4,
PLATE C-507. ADJUST RIM ELEVATION IF NECESSARY.
UTILITY CROSSING, CLEARANCE PER CU301.
12 4" CAST IRON DOWNSPOUT CONNECTION.
13 CONNECT TO EXISTING STORM WITH TEE PER DETAIL 5,
PLATE C-507.
STORM SEWER NOTES
1. OLD NORTH UTILITY SERVICES (ONUS) SHALL INSTALL WATER MAIN &
SERVICES. COORDINATE WITH ONUS FOR WATER LOCATIONS AND
CROSSINGS.
2. ONUS SHALL INSTALL SANITARY MAIN AND SERVICES. COORDINATE WITH
ONUS FOR SEWER LOCATIONS AND CROSSINGS.
4. SANDHILLS UTILITY SERVICES (SUS) SHALL INSTALL ELECTRICAL MAINS,
TRANSFORMERS W/PADS, & PARKING LIGHT POLES. CONTRACTOR TO
VERIFY ELECTRICAL WITH SUS.
5. THE CONTRACTOR IS TO EXPOSE EXISTING UTILITY CONNECTIONS &
UTILITY CROSSINGS PRIOR TO START OF ANY CONSTRUCTION.
CONTRACTOR WILL NOTIFY THE CONTRACTING OFFICER & ENGINEER OF
ANY DISCREPANCIES OR CONFLICTS.
6. CONTRACTOR TO PLACE A MINIMUM 3 FEET OF COVER OVER ALL STORM
PIPES DURING CONSTRUCTION TO PREVENT DAMAGE FROM
CONSTRUCTION VEHICLES.
7. CONTRACTOR IS RESPONSIBLE FOR GETTING PERMITS FOR ANY
CONSTRUCTION WITHIN EASEMENTS.
8. CONTRACTOR SHALL NOTIFY UTILITY OWNERS MIN. 72 HOURS PRIOR TO
ANY WORK EFFECTING THEIR LINES
9. EXPOSED TRENCHES WILL REQUIRE DEWATERING DURING AND AFTER
STORM EVENTS.
10. GROUNDWATER MAY BE ENCOUNTERED DURING TRENCHING,
INSTALLATION AND BACKFILLING OF UTILITIES. CONTRACTOR SHALL
NOTIFY DPW ENVIRONMENTAL FOR DISPOSAL OF DEWATERED
GROUNDWATER.
11. EXISTING MONITORING WELLS SHALL BE PROTECTED DURING
CONCTRUCTION.
30' 20' 10' 0 30'
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REFERENCE
NUMBER
CU101
SHEET51 of2&

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1 2 I 3
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1
PRUNE DAMAGED & BROKEN BRANCHES AND
TWIGS AS INDICATED BY GROWTH HABIT DO
NOT CUT LEADERS & TERMINAL BUDS
SET TREE PLUMB IN CENTER OF PIT.
REMOVE ALL WIRE AND 1/3 BURLAP WRAP
FROM TOP OF BALL.
SET BALL AT LEVEL SO THAT TOP OF BALL IS
3" ABOVE FINISHED GRADE AFTER SETTLEMENT.
NO PLANTING SOIL ON TOP OF ROOTBALL.
3" TRIPLE -SHREDDED HARDWOOD MULCH WITHIN SAUCER
CONSTRUCT A 3" SAUCER WITH SOIL.
4' IN DIAMETER
PLANTING MIXTURE
(SEE GENERAL NOTES)
6" MOUND OF COMPACTED EXISTING SOIL
EXISTING SUBGRADE
SHADE TREE PLANING DETAIL
N.T.S
SET TREE PLUMB IN CENTER OF PIT.
SET BALL AT LEVEL SO THAT TOP OF BALL IS
3" ABOVE FINISHED GRADE AFTER SETTLEMENT.
NO PLANTING SOIL ON TOP OF ROOTBALL.
REMOVE ALL WIRE AND 1/3 BURLAP
WRAP FROM TOP OF ROOT BALL
3" TRIPLE -SHREDDED HARDWOOD
BARK MULCH WITHIN SAUCER
CONSTRUCT A 3" SAUCER WITH SOIL,
4' IN DIAMETER
PLANTING MIXTURE AND
FERTILIZER (SEE GENERAL NOTES)
6" MOUND OF COMPACTED EXISTING SOIL
EXISTING SUBGRADE
3 EVERGREEN TREE PLANTING DETAIL
N.T.S
PRUNE DAMAGED & BROKEN BRANCHES
AND TWIGS AS INDICATED BY GROWTH HABIT
DO NOT CUT LEADERS & TERMINAL BUDS.
SET TREE PLUMB IN CENTER OF PIT.
SET BALL AT LEVEL SO THAT TOP OF BALL IS
3" ABOVE FINISHED GRADE AFTER SETTLEMENT.
NO PLANTING SOIL ON TOP OF ROOTBALL.
REMOVE ALL WIRE AND 1/3 BURLAP WRAP
FROM TOP OF BALL.
3" TRIPLE -SHREDDED HARDWOOD
MULCH WITHIN SAUCER.
CONSTRUCT A 3" SAUCER WITH SOIL,
4' IN DIAMETER.
PLANTING MIXTURE
(SEE GENERAL NOTES)
6" MOUND OF COMPACTED EXISTING SOIL
EXISTING SUBGRADE
2 ORNAMENTAL TREE PLANTING DETAIL
N.T.S
1/2 SHRUE
1/2 PERENNI,
3" LAYER OF DECOMPOSED
MUSHROOM COMPOST
FOR PERENNIALS. DO
NOT COVER CROWNS.
GENTLY REMOVE CONTAINER
BEFORE PLANTING, KEEPING
ROOT SYSTEM INTACT.
PLANTS SHALL BEAR SAME
RELATIONSHIP TO GRADE AS
PREVIOUS GRADE.
3" LAYER OF TRIPLE -SHREDDED HARDWOOD
MULCH FOR SHRUBS. DO NOT
COVER CROWN.
REMOVE CONTAINER, DO NOT DAMAGE ROOT SYTEM.
PLACE BACKFILL IN 6" THICK LAYERS
AS SPECIFIED.
TEST ALL PLANT BEDS
FOR PROPER DRAINAGE.
LOOSEN EARTH IN BOTTOM OF PIT.
4 SHRUB/PERRENNIAL PLANTING DETAIL
N.T.S
LANDSCAPE GENERAL NOTES:
1. QUANTITIES AS SHOWN ON THE PLANT LIST ARE FOR CONVENIENCE ONLY. LANDSCAPE CONTRACTOR IS RESPONSIBLE
FOR ALL PLANTS SHOWN ON THE PLANTING PLANS. IF DISCREPANCIES ARISE BETWEEN THE PLANT LIST AND PLANTING
PLANS, THE PLANS ARE TO OVERRIDE THE PLANT LIST IN ALL CASES.
2. NO SUBSTITUTIONS WILL BE ACCEPTED WITHOUT THE WRITTEN APPROVAL AND ACCEPTANCE BY THE LANDSCAPE
ARCHITECT.
3. ALL WORK SHALL PROCEED IN A PROFESSIONAL MANNER IN ACCORDANCE WITH STANDARD NURSERY AND
INSTALLATION PRACTICE.
4. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING AND PROPOSED UNDERGROUND UTILITIES,
INFRASTRUCTURE AND IRRIGATION LINES PRIOR TO DIGGING.
5. LANDSCAPE ARCHITECT TO BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCIES FOUND IN THE FIELD.
6. PLANT MATERIAL TO BE FIELD ADJUSTED AS NECESSARY TO PREVENT CONFLICT WITH EXISTING AND PROPOSED
UTILITIES AND IRRIGATION EQUIPMENT.
7. ALL LANDSCAPE SHALL CONFORM TO THE MINIMUM STANDARDS SET FORTH IN THE FORT BRAGG INSTALLATION DESIGN
GUIDE.
8. THE SOURCE NURSERY FOR PLANT MATERIAL SHALL BE WITHIN 100 MILES OF PROJECT SITE.
9. FERTILIZER FOR GROUNDCOVER, WILDFLOWERS, AND GRASSES IS NOT PERMITTED. FERTILIZER FOR TREES, PLANTS,
AND SHRUBS SHALL BE AS RECOMMENDED BY PLANT SUPPLIER, EXCEPT SYNTHETIC CHEMICAL FERTILIZERS ARE NOT
PERMITTED. FERTILIZERS CONTAINING PETROCHEMICAL ADDITIVES OR THAT HAVE BEEN TREATED WITH PESTICIDES
OR HERBICIDES ARE NOT PERMITTED. ORGANIC, GRANULAR CONTROLLED RELEASE FERTILIZER CONTAINING MINIMUM
PERCENTAGES, BY WEIGHT, OF PLANT FOOD NUTRIENTS, THE QUANTITY OF APPLICATION AS WELL AS THE SCHEDULE
AND RATE OF APPLICATION SHALL BE PER SOILS TESTING LABORATORY'S SPECIFICATIONS AND RECOMMENDATIONS.
10. SOURCE OF WATER SHALL BE APPROVED BY THE CONTRACTING OFFICER, AND BE OF SUITABLE QUALITY FOR
IRRIGATION. THE CONTRACTOR SHALL PERFORM IRRIGATION IN A MANNER THAT PROMOTES THE HEALTH, GROWTH,
COLOR AND APPEARANCE OF CULTIVATED VEGETATION AND THAT COMPLIES WITH ALL FEDERAL, STATE, AND LOCAL
WATER AGENCIES AND AUTHORITIES DIRECTIVES. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREVENT OVER
WATERING, WATER RUN-OFF, EROSION, AND PONDING DUE TO EXCESSIVE QUANTITIES OR RATE OF APPLICATION. THE
CONTRACTOR SHALL ABIDE BY STATE, LOCAL OR OTHER WATER CONSERVATION REGULATIONS OR RESTRICTIONS IN
FORCE DURING THE ESTABLISHMENT PERIOD. WATERING QUANTITIES AND RATES OF APPLICATIONS SHALL BE BASED
ON INDIVIDUAL PLANT MATERIAL'S REQUIREMENTS AND PER THE LOCAL AGRICULTURAL COOPERATIVE EXTENSION
SERVICE'S STANDARDS AND RECOMMENDATIONS.
CAROJ/'•
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PLATE
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NUMBER
L-501

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