SW8080206_APPROVED PLANS_20120131

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 OB DZ DSO
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 U12D12A
YYYYMMDD

C
0
8
sB
0
5
0
3 4 5
24
zND`\
3FD Shoo \
\ \
4rH Sbea1 - •\
2 I \\ \
5TH Street •\ \
2
o 6TH SVW
w 6TH Street - •\ \•\
\ \.�
7T11\-
so-°"
IN
W
CD-107 - I C,w Road
r14RM r1PG NpF`NPp-o-a.
D
x
.L� N
C
RECEIVED `, m
JAN 2 5 2012 B
BY: u 1 O „
5
/ 4 cco z
a
3 W O
tz` U o
Q �
W a
C7 a
a
co
U Y
co
400' 0 400' 300' 1200' ggg�g 1 coo A
SCALE: 1" = 400' N
z
9 a
NOTED
N
ISe OM.61ry Rose
wmm i"I.,Nc uwe
eYVllO.. {iauw. Na.W bgYwwR e.. c4w

0

FlU N E: u:\Pra1R<b\c*...,\20lam a.q UYM W [: Cbll Plan Lo,,W C-N1 DAMre E PL09EE0"al", 11. zoix - 10:1ea. USM "'a, ^ •

4

2 3 4
�.�3 RD 6asm \ `\
D
4TH Suem •\
N \
/ - sTH srem \
I$ \\
BTN SVam \,
6TN Nealbig
N \
)ph TTM
In 11 .i
6TH
SVem
F
CS-210
0
V
9TH
Street
N
N
U
-
cs-zn 1oTH
seam
n
o
> �
n
N
U
� y
—
C
21 N 11 TN
N
Ssam
aT
1
U
N
N
U
N
N
Cs-206
CS-20 - .
Cs 205
s- 06 /
CS-207 0m6s Pos/203
�44" 1 2 3
ow .v(i sieaol� ux�io) 1 -azm
RECEIVED
� .
JAN 2 5 2012 B
UJ
BY: € o
- N a
__ --- N t w
$�
_ Z Q Z
W d
o
a
400' 0 400' soo' zoo' g ( A
SCALE: 1" = 400' �-=� i N
9 iL
ti5 NOTED
v.ocn .o_ YH>Zl
CATLIN
Engineers and Scientists 12607963
zza M dlrYrwe
Wllmirplm, W 1Ne�
cae..+uum.ur. w.ra [ircu.r:n e.�� eaw n.n C-003

C'j

4 I 5
•
A�
a
PROVIDE ALL WORK IN ACCORDANCE WITH THE LATEST VERSIONS OF NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, NCDOT SPECIAL
PROVISIONS, NCDOT ROADWAY STANDARD DRAWINGS, THE FHWA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). NCDOT STANDARD SPECIFICATIONS,
AND THE DIVISION II WORK ZONE TRAFFIC CONTROL.
THE FOLLOWING NCDOT ROADWAY STANDARD DRAWINGS DATED JANUARY 17. 2012
ARE HEREBY INCLUDED IN THE PLAN SET BY REFERENCE. STANDARD DRAWINGS
CAN BE DOWNLOADED FROM NCDOT WEBSITE:
WWW,NCDOT.ORG/DOH/PRECONSTRUCT/PS/STD CRAW
STANDARD NO STANDARD DRAWING TI
200.02
METHOD OF CLEARING - METHOD 11
225.02
GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL
225,04
METHOD OF OBTAINING SUPER ELEVATION - TWO LANE PAVEMENT
300,01
METHOD OF PIPE INSTALLATION
310.10
DRIVEWAY PIPE CONSTRUCTION
560.01
METHOD OF SHOULDER CONSTRUCTION - HIGH SIDE OF SUPER ELEVATED
CURVE - METHOD I
654,01
PAVEMENT REPAIRS
838,01
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS - 15" THRU
48" PIPE 90' SKEW
838,80
PRECAST ENDWALLS - 12- THRU 72' PIPES 90' SKEW
840.02
CONCRETE CATCH BASIN - 12' THRU 54• PIPE
840.03
FRAME, GRATES, AND HOOD - FOR USE ON STANDARD CATCH BASIN
84014
CONCRETE DROP INLET - 12_THRU 30• PIPE
840.16
DROP INLET FRAME AND GRATES - FOR USE WITH STANDARD DRAWINGS
840.14 AND 840.15
840.31
CONCRETE JUNCTION BOX - 12' THRU 66' PIPE
84034
TRAFFIC BEARING JUNCTION BOX - FOR USE WITH PIPES 42• AND UNDER
540.52
PRECAST MANHOLE - 4; 5' AND 6' DIAMETER
840.54
MANHOLE FRAME AND COVER
840.66
DRAINAGE STRUCTURE STEPS
840.72
PIPE COLLAR
846.01
CONCRETE CURB, GUTTER AND CURB k GUTTER
848.01
CONCRETE SIDEWALK
848,04
STREET TURNOUT
848.05
CURB RAMP - PROPOSED CURB AND GUTTER
848.06
CURB RAMP - EXISTING CURB AND GUTTER
552.01
CONCRETE ISLANDS
862,01
GUARDRAIL PLACEMENT
862.02
GUARDRAIL INSTALLATION
862.03
STRUCTURE ANCHOR UNITS
866.01
CHAIN LINK FENCE - 4'. 5, AND 6' HIGH FENCE
876.02
GUIDE FOR RIP RAP AT PIPE OUTLETS
90450
MOUNTING OF TYPE 'D'. 'E' AND 'F' SIGNS ON V CHANNEL POSTS
110102
TEMPORARY LANE CLOSURES
1101.03
TEMPORARY ROAD CLOSURES
1101.04
TEMPORARY SHOULDER CLOSURES
1101.11
TRAFFIC CONTROL DESIGN TABLES
1110,01
R SIGNSONE NTING HEIGHT dLATERALLATERAL CLEARANCE
111502
PORTABLE WOWR ZONE SIGNS MOUNTING HEIGHT h CLEARANCE
1115.Oi
FLASHING ARROW BOARDS
1130D1
DRUM
I135.01
CONES
1145.01
BARRICADES - TYPE III
116001
TEMPORARY CRASH CUSHION - REFLECTIVE END TREATMENT
1165.01
TRUCK MOUNTED ATTENUATOR - DELINEATION
1170.01
POSITIVE PROTECTION - PORTABLE CONCRETE BARRIER
1180.01
SKINNY DRUM
1205.01
PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
1205.02
PAVEMENT MARKINGS - DIVIDED AND UNFUNDED ROADWAYS
1205,04
PAVEMENT MARKINGS - INTERSECTIONS
1205,05
PAVEMENT MARKINGS - TURN LANES
1205.06
PAVEMENT MARKINGS - THRU LANE DROPS
1205.07
PAVEMENT MARKINGS - PEDESTRIAN CROSSWALKS
1205.08
PAVEMENT MARKINGS - SYMBOLS AND WORD MESSAGES
1205.09
PAVEMENT MARKINGS - PAINTED ISLANDS
1205.10
PAVEMENT MARKINGS - SCHOOL AREAS
1250.01
PAVEMENT MARKER SPACING
1251.01
RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY
1261.01
GUARDRAIL AND BARRIER DELINEATOR SPACING
1261.02
GUARDRAIL AND BARRIER DELINEATOR TYPES
1262.01
GUARDRAIL END DELINEATION
1605.01
TEMPORARY SILT FENCE
1607.01
GRAVEL CONSTRUCTION ENTRANCE
1622.01
GUIDE FOR TEMPORARY BERMS AND SLOPE DRAIN
1630.03
TEMPORARY SILT DITCH
1630.05
TEMPORARY DIVERSION
1632,01
ROCK INLET SEDIMENT TRAP TYPE 'A'
1632,03
ROCK INLET SEDIMENT TRAP TYPE 'C'
1633.01
TEMPORARY ROCK SILT CHECK TYPE 'A'
'6'
1633,02
TEMPORARY ROCK SILT CHECK TYPE
1634.01
TEMPORARY ROCK SEDIMENT DAM TYPE 'A'
1634,02
TEMPORARY ROCK SEDIMENT DAM TYPE 'B.
1535.01
ROCK PIPE INLET SEDIMENT TRAP TYPE 'A'
GFNFRAL NOTES
1, MSIT THE SITE, AND BECOME FAMILIAR WITH EXISTING CONDITIONS BOTH ON AND IMMEDIATELY
ADJACENT TO THE SITE.
2. FIELD VERIFY
DIMENSIONS OFFICER PRIORTTHE INSTALLATION.
A ADD REPORT ALL DISCREPANCIES OR QUESTIONS TO
THE CONTRACTING
3. PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT THE WORK UNLESS OTHERWISE DIRECTED
BY GOVERNMENT.
4. PERFORM ALL WORK TO NCDOT STANDARDS INCLUDING WORKMANSHIP, MATERIALS, AND EQUIPMENT
AND IN ACCORDANCE WITH THE SPECIFICATIONS. PROVIDE APPROPRIATE BARRICADES, SIGNS,
LIGHTS, OR OTHER TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH CURRENT NCDOT AND MUTCD
STANDARDS.
5, OBTA':i APPROPRIATE ACCESS APPROVAL PRIOR TO COMMENCING ANY MOBILIZATION OF
CONSTRUCTION.
6. THE GOVERNMENT HAS MADE ALL POSSIBLE ATTEMPTS TO LOCATE EXISTING UTILITIES. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD -VERIFY THE LOCATIONS OF ALL UTILmES PRIOR TO
CONSTRUCTION BY OBSERVATION, ELECTRONIC DEVICES, HAND DIGGING AND PERSONAL
CONTACT WITH THE UTILITY COMPANIES, NOTIFY CONTRACTING OFFICER OF ANY CONFLICTS.
ANY DAMAGE TO UTILITIES INCURRED DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE
CONTRACTOR AND WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, CONTRACTOR IS
RESPONSIBLE FOR FINES OR LOST SERVICE REVENUE- CONTACT "CAROLINA ONE CALL'
(1-800-632-4949) AND BASE UTILITIES. OBTAIN DIG PERMIT FROM BASE PRIOR TO EXCAVATION.
7 MAINTAIN EROSION
ECONTROL DEBRID51 AND T LOOSE SOIL ON CONTROL PROCEDURES
CONSTRUCTION
ENT STREETS THROUGH DAILY CLEANING.
STABILIZE DISTURBED EARTH AREAS WITHIN 14 DAYS FROM COMPLETION OF GRADING ACTIMTIES
IN ACCORDANCE WITH THE SPECIFICATIONS, STABILIZE PERIMETER DIKES, SWALES, DITCHES, AND
SLOPES WITHIN 7 DAYS.
8. MUCKING: COORDINATE WITH THE CONTRACTING OFFICER_TO COORDINATE REMOVAL OF ANY SOFT
AREA.
9. DISPOSAL: REMOVE FROM SITE AND DISPOSE OF IN A PROPERLY PERMITTED FACILITLY CLEARED,
GRUBBED, STRIPPED OR OTHER WASTE MATERIAL.
10. PRIOR TO DISTURBANCE, PHOTOGRAPH OR VIDEOTAPE EACH DRIVEWAY, HEADWALL, ETC.,
THAT WILL BE DISTURBED. RESTORE EACH ITEM TO ITS ORIGINAL CONDITION OR
BETTER.
11. MAINTAIN A MEANS FOR INGRESS\EGRESS TO EACH FACILITY AT ALL TIMES.
12, CAREFULLY REMOVE AND RESET WITHIN THE SAME WORK DAY, SIGNS, ETC., IN AREAS THAT
MUST BE DISTURBED.
13. SCHEDULE AND PERFORM WORK TO CAUSE MINIMUM INCONVENIENCE TO THE GOVERNMENT AND
PUBLIC. PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY
SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS, INCLUDING FLAG MEN AND WATCHMEN
TO INSURE THE SAFETY OF THE GOVERNMENT AND PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. PROVIDE CONSTRUCTION SIGNAGE IN ACCORDANCE WITH THE NCDOT TRAFFIC
DESIGN STANDARDS AND THE MUTCD.
14. FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE PROPERTY PERMITTED FACHUTY.
15, STOCKPILE TOPSOIL SEPARATELY FROM EXCAVATED MATERIAL, ONSITE AND READY FOR USE.
16. THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT
GRADEPOINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES ARE SHOWN, THE
PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT ALONG THE PROFILE
GRADE LINES ON WHICH THE PROPOSED RESURFACING WILL BE PLACED. GRADE LINES MAY BE
ADJUSTED BY THE CONTRACTING OFFICER IN ORDER TO SECURE A PROPER PE -IN.
IZ CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY THE
CONSTRUCTION LIMITS.
18. PROVIDE ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS WITH ALL ROADS, STREETS,
AND DRIVES ENTERING THIS PROJECT.
19, PROVIDE DRIVEWAYS IN ACCORDANCE WITH DETAILS IN PLANS AT LOCATIONS SHOWN ON PLANS
OR AS DIRECTED BY THE CONTRACTING OFFICER,
20. PROVIDE STREET RETURNS IN ACCORDANCE WITH THE RADII NOTED ON PLANS.
21. DIMENSIONS AND RADII ARE TO EDGE OF ASPHALT PAVEMENT UNLESS OTHERWISE NOTED.
22. COORDINATE DISCONNECTION/RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES
WITH APPROPRIATE PERSONNEL.
23. CONNECT TO EXISTING WATER LINES BY TAPPING SLEEVE AND VALVE, OR CUT -IN TEES, AS SHOWN
ON THE PLANS. COORDINATE WITH UTILITY OWNER, SUBMIT A PROPOSED CONNECTION PROCEDURE
TO THE'CONTRACTNG OFFICER FOR APPROVAL PRIOR TO COMMENCING ANY CONNECTION
CONSTRUCTION.
24. ADDRESS IN CONTRACTOR'S PROPOSED UTILITY CONNECTION PROCEDURE THE FOLLOWING MINIMUM
REQUIREMENTS:
A, FIELD VERIFICATION OF EXISTING CONDITIONS
B. PROCEDURES TO MINIMIZE SERVICE INTERRUPTION
C. EXTENT AND DURATION OF SERVICE INTERRUPTION
D. WATER DISPOSAL PLAN
E. CONTAMINATION PROTECTION
F. TRAFFIC CONTROL
G. PROPOSED MATERIALS
H. PIPE CUTTING METHOD
I. OTHER ISSUES IDENTIFIED BY THE CONTRACTING OFFICER
25 SLOUCH EVE AL NOT EXCEED
MAXIMUM
NA JOINT DEF DEFLECTION T LOWANCE FOR DUCTILE IRON OR PVC PIPE, TO
26. PROVIDE TRENCH DEWATERING ADEQUATE TO KEEP TRENCH FREE OF WATER UNTIL PIPE JOINTS
HAVE BEEN PROPERLY MADE.
27. EXISTING TOPOGRAPHY, STRUCTURES, UTILITIES, AND SITE FEATURES ARE GENERALLY SHOWN AS
SCREENED AND/OR LIGHT LINES. NEW FINISH GRADE, STRUCTURES, UTILITIES, AND SITE FEATURES
ARE GENERALLY SHOWN AS HEAVY LINES,
a
EXISTING
LEGEND
y( LIGHT
0
SANITARY SEVER MANHOLE
p TELEPHONE MANHOLE
® TELEPHONE RISER
-o-
^ -
SANITARY SEWER LINE
SANITARY SEVER FORCE MAIN
-�r!G t I
-
- AN. ,
Y-, oFc,q t.
® UBMANHOLE
-¢
FIRE HYDRANT
,,.
TELEVISION LINE
.+
VALVE
_
Dp KSD
--�.- TELEPHONE LINE -w- WATERLINE
_„- FIBER OPTIC LINE-----n--- MINOR CONTOUR
Id UTILITY POLE --
zo--
MAJOR CONTOUR
mM . ...... �• �••
w �a
.-
<- ANCHOR - DITCH LINE
E- OVERHEAD POWER o BOLLARD POST-c
--,--UNDERGROUND P011ER
STORM INLET
-
-roc
SIGN
SIGN (FIBER OPTIC)
® STORM MANHOLE
FLOOD PLAIN LINE
6^ CLEAN OUT
za+E x
FLOOD PLAIN OESIGNA RON
----------- EXISTING RIGHT OF WAY
.Ira
PROPOSED
LEGEND
IRV
INVERT
$
p
SPT SOIL BORING
R/w
ROAD RIGHT OF WAY
CPT. SOIL BORING
CL CENTER LINE
Ec
EP
EDGE OF GRAVEL
EDGE OF PAVEMENT
3d (l
c7 d
--.---•-- CUT
FILL
--_.---•�-- CUT/FILL
cc
R
RCP
EDGE OF CONCRETE
PAINT LINE
REINFORCED CONCRETE PIPE
YS
i U
U
N
lL
U
LOD
RIGHT OF WAY
® ODEMOLITIONN
STORM DRAIN PIPE
t»P
av
vW
Q
CORRUGATED PLASTIC PIPE
CAST IRON PIPE
POLYNNN. CHLORIDE PIPE
PROPERTY LINE
Q
f
Q
W
S2
W
v FLARED END SECTION
di RIP RAPAPRON
- - - FLOW DIRECTION (DITCH U
o
m
IN
ELECTRIC METER
ELECTRIC MANHOLE
ELECTRIC TRAMSFORMER
k
d
`� V
co
o m
ir2ECEIVED
V
vu: AS NDTED
JAN 2 5 2012
/�..
CATLIN
�
_
12607986
BY;
Englne and Scientism
{aM1.11l d
Wilmirplm, MC ]NO{
�� �u s,.unM f Em�^R{.rvkeCAM>m
J1 =
C-006
11
u
C
m

3
ICJ
C
/m
+ ry v
C4 E o � � Eoo �—�°°
GV
co
F
ULJ
LU ,
x,
W
W '
,
Z
J
S
Q
—Om
NOTES,
1. SEE TRAFFIC CONTROL. PUNS FOR SUGGESTED SEQUENCE OF CONSTRUCTION - TRAFFIC CONTROL PUN.
2. SEE UTILITY PUNS FOR EXISTING WATER AND SEWER STRUCTURES AND PIPES TO BE REMOVED OR RELOCATED.
J. SEE SIGNING AND PAVEMENT MARKINGS PUNS FOR NEW LOCATION OF EXISTING TRAFFIC SIGNS TO BE RELOCATED.
4. SEE ELECTRICAL UTIUTIES PLANS FOR EXISTING POWER, FIBER OPTIC, CABLE TO BE REMOVED OR RELOCATED.
5. CLEAR ALL WOODED AND VEGETATED AREAS THAT LIE WITHIN THE CONSTRUCTION UMITS.
6. PROTECT EXISTING TREES TO REMAIN.
7. REMOVE EXISTING MUTCD REGULATORY, WARNING, AND GUIDE SIGNS WITHIN THE PROJECT LIMITS. ALL OTHER SIGNS
ARE TO BE REMOVED, STORED, AND INSTALLED AT THE LOCATION SPECIFIED BY THE CONTRACTING OFFICER UNLESS
OTHERWISE NOTED ON THE PLANS
8. SEE SHEETS CS-208 TO CS-210 FOR CONSTRUCTION LIMITS FOR CHURCH STREET EXTENSION FROM CURES ROAD
TO 11TH STREET. OTHER THAN CLEARING AND GRUBBING, THERE ARE NO DEMOLITION ITEMS IN THIS AREA
—,—Church Street _p
E E� E �n— E E o E E E E E
Extension
E E E E a
E E E E Ems--ELw , EOD' � UX __EX
Ew `
F �
C V$ l00 ��I1
y'y'YYl OAT — — O —
CONSTRUCTION UMITSs RELOCATE MCCS WATCH
p FIRE SIGN
IN
REMOVE ASPHALT SEE SHEET CS-205 FOR
uE---u@lEW LOCATION — —
JSUE----LIE
__ ...—
` uE--uE _ _ _ . _ _ _ >L EpSTING EDGE OF PAViMENT�
Curtis Road ENV[ —EVE —NE r
H UE—VE UE—VE ,
OF PAVEMENT�� i i i � 36f00
EXISTING EDGE OF PAVEMENT
alvpnv
—C— _ REMOVE RIP -RAP
�OOl=aol1 Mv2
`REMOVE ASPHALT $,C\
w vY Y p 11^AYTCH LINE - SEE SHEET
XCtO$ j��-L II
i � I
EXISTING
A DEMOUTION
mREMOVE
CONDITION5
LEGEND
ASPHALT
REMOVE CONCRETE
REMOVE GRAVEL
MILL OVERLAY
ASPHALT 1 1/2'
REARING SURFACE COURSE
S
X
REMOVE TREE. BOLLARD
T
TREE PROTECTION
—C—F—
CUT AND FILL SLOPE LIMITS
55YN (A9ANWNcu I
!OP 21.97
p INV N 11
111
SAWCUT AND REMOVE
EXISTING ASPHALT SHOULDER
D
_ LOD—0 =LOQ_
--C---C--
--I--C
C
0
VE VE
�—SUE
r
-
m
m
m
38+00
m
I
/,�'iZZ
EXISTING EDGE OF PAVEMENT
Curtis Road i MILL a OVERLAY
ASPHALT - 1 1/2'
SAWCIT AND REMOVE WEARING SURFACE 9�, g
EXISTING ASPHALT SHOULDER COURSE i
— 9 —001 \ ` \ 'PROTECT EXISTING
%0 MARINE FEDERAL CREDIT
REMOVE RIP -RAP UN ON SIGN TO REMAIN G"
wv Z066 REMOVE 24' RCP uNosc!rco/mccs Pol \ <U — — ^I
s
�00,
CONSTRUCTION UMiTS
u
II � as
12 RCP _ 7t
rn
,y
GO
9
+
25' 0 25' 50' 75'
SCALE: I' = 25'
RECEIVED
JAN 2 5 2012
BY:
CATLIN
EnglE mand Scientism
2ID ON [Yvy PnE
Wilmirgbn, TIC I4M
Cupv+u liwun NaM flpYwA frnri COW
3iUP'y'jW.WfYM1t.
701
C
A

•I
•I

�1
NOTES:
1. SEE TRAFFIC CONTROL PLANS FOR SUGGESTED SEQUENCE OF CONSTRUCTION - TRAFFIC CONTROL PLAN.
2. SEE UTILITY PUNS FOR EXISTING WATER AND SEWER STRUCTURES AND PIPES TO BE REMOVED OR RELOCATED.
3, SEE SIGNING AND PAVEMENT MARKINGS PUNS FOR NEW LOCATION OF EXISTING TRAFFIC SIGNS TO BE RELOCATED.
4. SEE ELECTRICAL UTILITIES PLANS FOR EXISTING POWER, FIBER OPTIC, CABLE TO BE REMOVED OR RELOCATED.
5. CLEAR ALL WOODED AND VEGETATED AREAS THAT LIE WITHIN THE CONSTRUCTION LIMITS
6. PROTECT EXISTING TREES TO REMAIN,
7. REMOVE EXISTING MUTCD REGULATORY, WARNING. AND GUIDE SIGNS WITHIN THE PROJECT LIMITS ALL OTHER
SIGNS ARE TO BE REMOVED. STORED, AND INSTALLED AT THE LOCATION SPECIFIED BY THE CONTRACTING OFFICER
UNLESS OTHERWISE NOTED ON THE PLANS
6. REMOVE EXISTING TRAFFIC SIGNAL SIGNAL CABINET, POLES, AND OVERHEAD WIRES WHEN NEW SIGNAL AT CHURCH
STREET EXTENSION IS OPERATIONAL
EXISTING
h D
CONDITIONS
MDLRDN LEGEND
REMOVE ASPHALT
REMOVE CONCRETE
REMOVE GRAVEL
MILL OVERLAY
ASPHALT - 1
NEARING SURFACECOURSE
X
REMOVE TREE, BOLLARD
TREE PROTECTION
-C—F-
CUT AND FILL SLOPE LIMITS
a
A Street
REMOVE CONCRETE .'s 1 /' u� \L.j_e=-f-E �`�....,.
E SIDEWALK ' 1 ' Ova 2 J PROTECT POLE TO REMAIN
NKR I. F ' CS-50 EMERGENCY VEHICLE ACCESS S CONSTRUCTION LIMITS \ _
E E l U(F�fl i t
E SUB-5TA PON ' ISHOULDER
LU1` i, 4J E E E E lW— YA
E 2 - REMOVE 4°� �iWLN / / / /I REMOTE HEADWALL F E—LOD_—_—G—J'"••cf d+L f
C TREE PROTECTION ITYP.I CONCRETE Po F I LOD r
cG 501 mcE oD DD _ c L0D _ c — — SAWCUT AND (� z
/ 1 l00 lC0 u� LOD ��_
SAWCUT AND REMOVE VAIA C -C- - -C RELOCATE DIRECTIONAL EXISTING ASPHe"awxc EXISTING ASPHALT SHOULDERMA CHLINF,�,-S HEEL D- 0 ' QP _ -c— —} — SIGN 12 w�i �f ISEE SHEET CP_105 F _ - Z 'KSO,N
a uNx S L i _� REMOVE ASPHALT _ _ _ _ ... _ _ ... REVYLOCATICN
- O CB ® s'umnE I ' ...
WALK
a + Loo _ Loo �� L ��� Loo Loo �. o ��E 'r _ 3n ._o°,.
-C UE-C xE DE . _ _ _ \ _ W �� '-t^ 3n 3n 3^ EpSTING EDGE OF PAVEMENT , /
E UE ' , '
a_ _ _ _ _ _ --
PAVEMENT 45i00 _ m
H EXISTING EDGE OF HEAowuL $ .gaH00 �- MI
REMOVE I �
a I REMOVE HEADWA FI' 43+ _ Road— O �m
CUrtIS REMOVE 12' RCP O wnn _—
s n — d—
U G -4 7. MT "NS DF
WEXIsnNc EDGE of PAVEMENT_ to m
�W LLI
_ —_ C G G ` ... G/
-�
/ RELOCATE DIREC DFTAL ' , , , G PROTECT EXISTING SAWCUT AND REMOVE 1 ' , 6 PSt Ln �» c i U
B W PAVEMENT
W EXISTING EDGE OF �SIpl 11 ' wAmc SIGN TO REMAIN EXISTING ASPHALT SHOULDER 1 ,x�}4'/, ' v11.o1 L 11J
d u3 RELOCATE CAMP GEIGER SIGN --E B---SEE SHEET CP-104 FOR - �� �_ 0
SEE SHEET CP-104 FOR NEW / E E , �qu ¢FFtt r- -paj-�.a t - O .�.+
W LOCATIp! NEW LOCATION / I /IAr ERA a, �•ao,> Dou.'
Z RELOCATE WENDYS SIGN va• SAWCUT AND REMOVE / I , •'--
J SEE SHEET CS-206 FOR EXISTING ASPHALT SHOULDER Wv i9ea WV m.9e is'VEAR
RELOCATE___�va NEW LOCATION 1
EXCHANGE SIGN _ _ _ ... °, A Atr RNL REMOVE ASPHALT � a
F- SEE SHEET-- " - -�cl 2 / 4 �' PROTECT VAULT ENCE Lu p
Q CS-206 FOR ntc S Gam`- o ' AND CAMERA "�'�°' CONSTRUCTION LIMITS 1 lU U
S NEW LOCATION vALYi Is'cLu - �wv I - POLE TO REMAIN °.
U
i u ' ttII65a p Q
ASVHAtt - , REMOVE CONCRETE WALK
„- - - 8 REMOVE ASPHALT WALK p CLJ
9 - - - - ILLJ
Dot �� OD, x
S y'LGr Do, ��
Do, -L 001 ' ' a ri i.., t _ REMOVE CONCRETE WALK W K
L—�I REMOVE ASPHALT A t ! / 'i'' MILL k OVERLAY ASPHALT U
in REMOVE ASPHALT 11/2' WEARING �[
/° 8 \vv a SURFACE COURSE 11 2 iC IV ■ D
6. U U
a II °°as JAN 2 5 2012 o m
£ REMOVE ONCRETE " N
AA~ OLT'
E
_
FEMO36' CMP
Schmidt Street �ti'�' CATLIN "
25' 0 25' 50' 75' Engineer and Scientists "" 12607994
siWan dW na.e
SCALE: I" 25' v,a. Ja wy xa
_ wnmlraaa., •c 9F.oA s..o...a ...a m
Gayan.Uuuun lb Fw FUGLwwp �.nwsGAW Ci�� 101j
1 2 3 4 5
Lu
C
0

4 1 5
EROSION AND SEDIMENT CONTROL NOTES
EROSION CONTROL NOTES:
I. PERFORM CONSTRUCTION ACTIVITIES IN COMPLIANCE 1WTH THE SEDIMENTATION POLLUTION CONTROL
ACT OF 1973 AND THE NCDENR ISSUED EROSION CONTROL PERMIT.
2. PLAN AND CONDUCT LAND DISTURBING ACTIVITIES TO LIMIT EXPOSURE OF BARE EARTH FOR THE
D
SHORTEST POSSIBLE TIME.
3. STABILIZE DISTURBED AREAS BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM
- GROUND COVER IN ACCORDANCE WITH THE NCDENR ISSUED EROSION CONTROL PERMIT.
4. PROVIDE SEDIMENT AND EROSION CONTROL MEASURES AT TEMPORARY CONSTRUCTION STAGING AREAS
TO PREVENT OFF STE SEDIMENTATION. SOD TEMPORARY CONSTRUCTION STAGING AREAS TO BRING
THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT.
5, MATERIAL EXCAVATED FOR THE INSTALLATION OF TEMPORARY SILT FENCE ADJACENT TO WETLANDS IS
TO BE PLACED ON THE UPLANDS SIDE OF THE SILT FENCE NOT ON THE WETLANDS SIDE.
6. PROVIDE A RAIN GAUGE WITHIN THE PROJECT LIMITS. COORDINATE LOCATION WITH THE CONTRACTING
OFFICER. INSPECT SEDIMENT AND EROSION CONTROL MEASURES WTHIN 24 HOURS AFTER ANY STORM
EVENT GREATER THAN A HALF INCH (DURING A 24-HOUR PERIOD) AND AT LEAST WEEKLY TO INSURE
THEY ARE FUNCTIONAL AND IN GOOD WORKING CONDITION. REMOVE SEDIMENT DEPOSITION
ACCUMULATION PERIODICALLY TO MAINTAIN UNIT EFFECTIVENESS AND IN ACCORDANCE WITH THE
NCDENR ISSUED EROSION CONTROL PERMIT. INSPECTION IS TO INCLUDE ALL OUTLETS WHERE STORM
WATER RUNOFF LEAVES THE PROJECT SHE. TAKE IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE
FAILURE. MAINTAIN RECORDS OF INSPECTIONS AND CORRECTIVE ACTIONS TAKEN AND KEEP FOR
THREE YEARS.
7. OVER THE DURATION OF THE PROJECT, THE GOVERNMENT SHALL MAKE PERIODIC AND UNSCHEDULED
INSPECTIONS TO EVALUATE THE EFFECTIVENESS OF ALL EROSION CONTROL MEASURES. IF EROSION
OCCURS, THE GOVERNMENT SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY
C
THE SITUATION,
8. REPLACE OR REPAIR CULVERTS, DITCH -LINES, OR RIP -RAP DISTURBED BY THIS CONSTRUCTION TO AN
EQUAL OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE.
-
9. THIS PROJECT IS WITHIN THE WHITE OAK RIVER BASIN.
10. THE CONTACT PERSON RESPONSIBLE FOR MAINTENANCE:
e
CAMP LEJEUNE BASE CONTACT:
CARL H. BAKER, PE
-
DEPUTY PUBLIC WORKS OFFICER
(TYP) 457-2213
I7. SOIL TYPES FOR THIS SITEARE:
E SAND
BaB - BAYMEADE FINE
o
BmB -BAYMEADE-URBAN LAND COMPLEX
CrB - CRAVEN SANDY LOAM
GPO - GOLDSBORO - URBAN LAND COMPLEX
-
On - ONSLOW LOAMY FINE SAND
St - STALLINGS LOAMY FINE SAND
t
Wo - WOODINGTON LOAMY FINE SAND
Mu - MURMLLE FINE SAND
Ln - LEON FINE SAND
S_
B
12. THE RECEIVING WATERS FOR THIS PROJECT AND RESPECTIVE WATER CLASSIFICATIONS ARE:
BRINSON CREEK - SC; NEW
$
EDWARDS CREEK - SC; HOW, NSW
SOUTHWEST CREEK - C; NSW
13. AREA TO BE STABILIZED WITH VEGETATION IS 830,700 SOFT (19.1 ACRES).
3
14. NO MORE THAN 20 ACRES OF LAND DISTURBANCE CAN OCCUR AT ANY ONE TIME.
8
15. WEILAN�-D LIMITS SHOWN ON PLANS WERE TAKEN FROM THE NOTIFICATION OFJURISD_IC_TIONALL
-
DETERMINATION FROM"THE'USACE DATED 7/6/2009.
a
16. KEEP AREA OUTSIDE THE 'CONSTRUCTION UNITS' BROOM CLEAN AT ALL TIMES.
HE
3
i
CONsmUCTION SEQUENCE
I. NOTIFY NCDENR, THE CONTRACTING OFFICER, AND THE OICC PRIOR TO BEGINNING CONSTRUCTION
AND SCHEDULE A PRECONSTRUCTION MEETING ON SITE BEFORE WORK BEGINS. NCDENR:
(910-796-7215)
2. PROVIDE TREE PROTECRON FENCING PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION
ACTMTY AROUND PROTECTED TREES OR GROVES OF TREES. NO CONSTRUCTION WORKERS,
TOOLS. MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING,
3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCES.
4. PROVIDE EROSION CONTROL MEASURES INCLUDING THOSE AT STAGING AREA(S).
5. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN
DESIGNATED CLEARING LIMITS,
6. PROVIDE SEDIMENT AND EROSION/TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION
PROGRESSES. AT THE END OF EACH DAY, EROSION CONTROL DEVICES MUST BE IN PLACE, AS
DEPICTED ON THE PLANS, UP TO THE CURRENT END OF DISTURBED AREA.
7, IMMEDIATELY UPON COMPLETION OF WORK, LEVEL OUT, SEED, AND MULCH ALL DISTURBED
AREAS. DISTURBED AREAS ARE NOT TO LAY EXPOSED LONGER THAN 14 DAYS. STABILIZE
PERIMETER DIKES, SWALES, DITCHES, AND SLOPES WITHIN 7 DAYS.
8. INSTALL CENTIPEDE SOD IN AREAS READY FOR PERMANENT STABILIZATION.
9. CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES DURING
GRADING AND AFTER GRADING HAS BEEN COMPLETED UNTIL FINAL INSPECTION AND APPROVAL
BY NCDENR.
10. CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT
LIMITS THAT MAY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES.
11. WATER, FERTILIZE, MOW AND MAINTAIN SODDED AREAS UNTIL FINAL APPROVAL BY NCDENR.
12. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY NCDENR.
STABILIZATION NOTES
1. STABILIZE ALL DISTURBED AREAS WITHIN 14 DAYS OF CEASE OF ANY PHASE OF ACTIVITY.
STABILIZE PERIMETER DIKES, SWALES, DITCHES, AND SLOPES WITHIN 7 DAYS.
2. PERMANENT STABILZATION OF ALL DISTURBED AREAS TO BE ACHIEVED WITH CENTIPEDE
SOD.
MAINTENANCE REQUIREMENTS
1. RESEED AND MULCH SEEDED AREAS WHERE SEEDLING EMERGENCE IS POOR, OR WHERE EROSION OCCURS, AS
SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
2. MOW SEEDED AREAS NO MORE THAN ONCE A YEAR. REFERAUZE IN THE SECOND YEAR UNLESS GROWTH IS
FULLY ADEQUATE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
3. RIPRAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR DISLODGED STONES. CONTROL OF WEED AND
BRUSH GROWTH MAY BE NEEDED IN SOME LOCATIONS.
4. INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE CONSTRUCTION OPERATION.
IMMEDIATELY REMOVE ANY OBSTRUCTIONS FROM THE FLOW AREA, AND REPAIR THE DIVERSION RIDGE. CHECK
OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED, MAINTAIN THE VEGETARON IN A VIGOROUS, HEALTHY
CONDITION AT ALL TIMES.
5. INSPECT CHANNELS AT REGULAR INTERVALS AS WELL AS AFTER MAJOR RAINS AND MAKE REPAIRS
PROMPTLY. GIVE SPECIAL ATTENTION TO THE OUTLET AND INLET SECTIONS 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.
6. INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT, AND RESTORE THE TRAP TO ITS
ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE
TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA, AND REPLACE THE
PART OF THE GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT.
CHECK STRUCTURES FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE
SPILLWAYS TO ENSURE THEY ARE MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT.
IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIPRAP
DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURES
AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS, AND STABILIZE
PROPERLY.
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLES
COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT
DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT.
SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
7. INSPECT GRAVEL RIPRAP FILTER BERM BASIN PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND
RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN
THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. CHECK
THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE MUST BE
REPLACED IMMEDIATELY. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN STABILIZED, REMOVE: THE
STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WTH THE ADJOINING AREAS
AND PROVIDE PERMANENT GROUND COVER.
8. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT.
CLEAR THE MESH WRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT
RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE
STONE AS NEEDED.
9. INSPECT ROCK DOUGHNUT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH
OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. TO PROVIDE SATISFACTORY INLET PROTECTION
EFFICIENTLY, REMOVE SEDIMENT FROM THE SEDIMENT POOL AREA WHEN THE VOLUME IS DECREASED BY
HALF. THIS WILL HELP PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. STABIUZE EXCAVATED
MATERIAL APPROPRIATELY. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE STRUCTURE DURING SEDIMENT
REMOVAL. REMOVE DEBRIS FROM THE INLET AND REPLACE STONE AS NEEDED. IF THE INLET WAS COVERED
WITH WIRE MESH THE MESH SHOULD BE CLEANED OF DEBRIS. WHEN THE CONTRIBUTING DRAINAGE AREA
HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND DISPOSE OF SEDIMENT PROPERLY. BRING.
THE DISTURBED AREA TO THE GRADE OF THE DROP INLET. SMOOTH AND COMPACT IT AS NEEDED.
APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET WITH GROUND COVER.
10. INSPECT SILT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SILT FENCE COLLAPSE, TEAR, DECOMPOSE OR
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 THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
11. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED W TH AN ADDITIONAL 2 INCHES OF
NO. 4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE
IMMEDIATELY REMOVED71U�CEIVEDAN 2 5 2012CATLIIVEngineers and Scientists
-- 2M Oltl 4iN qoM
V<4Nylm, nC iNOE
Cacw�t� Mwmun Nv br EipYwiq S. C4HE
Cn
QwQ
2
EL
7 n
W z
U
J
CC
Q �
z
0 U
z
W
0 0
a &
w
U
G co
i co
U cO
i N
a
G

L
LEGEND
•
w
S
s
A
NOTES, ROCK PIPE INLET SEDIMENT TRAP SF — TEMPORARY SILT FENCE
1. SEE SHEET C-006 FOR NCDOT STANDARD DRAWINGS APPLICABLE TO THIS WORK. ® TEMPORARY ROCK SILT CHECK DAM TYPE B LIMITS OF DISTURBANCE
—TDD— TEMPORARY DIVERSION
2. ADJUST LOCATIONS OF CONSTRUCTION ENTRANCES AS TRAFFIC CONTROL PHASING SHIFTS
TEMPORARY ROCK SEDIMENT DAM • � TEMPORARY SILT DITCH C
3, SEE SHEET CC-100 FOR EROSION AND SEDIMENT CONTROL NOTES: CONSTRUCTION SEQUENCE -
STABILIZATION NOTES: AND MAINTENANCE REQUIREMENTS. RIP -RAP APRON PERMANENT SWALE
4. STABILIZE DISTURBED EARTH AREAS WTHIN 14 DAYS FROM COMPLETION OF GRADING ACTIVITIES -CF- CUT AND FILL SLOPE LIMITS
EXCEPT FOR PERIMETER DIKES, SWALES, DITCHES, AND SLOPES WHICH MUST BE STABIUZED - -
WITHIN 7 DAYS. - - ® STONE OUTLET - STORM DRAINAGE PIPE °
FLARED END SECTION (FES) TEMPORARY CONSTRUCTION ENTRANCE
TEMPORARY DROP INLET PROTECTION
Church Street Extension _ _ ___
�„
SEE SHEET CG•108 - _ _ _
._ - FES INV EL 19.W _-. _ - _ _. �Y CORRIDOR
- - -- _ ._. .- - N0.'fr^07�
3' - -n S--t-"pRpp Iq�7 JUNCTION BOX RIP -RAP APRON CLASS A PROGRESS EN O2R c
-FES IN EL 20.25 CG-50 /J - �+
CG-501 0 RIM. 21.57 WTH MANHOLE_SEE OUTLET PROTECTION TABLE I IOOR L , .. = Pia�,�,.,
o PTEMPORARY ROCK SILT t} .____RIM 2J 00 - 7
4 INV: 19.90 - . _ - - SHEET CG-505
INV: 19.60 CHECK DAM -TYPICAL 1 OF 3 - L
LOD ��LOD ` <'MITS OF DISTURBANCE W �p
- r -- 1,82L621 SF 41.82 ACRES.�F,A-+ ae'
RDCK PIPE INLET " ! 64 OF CUSS V /5 - F Q s �Mpe'
SEDIMENT TRAP RCP SLOPE 0 0 23S - �- - - C LIT
`pit �� -- �. ` ® j� +e L r
THE A o II --- F ,._<, F` CC Lop �tpp-� //��IIII PERMANENT SWALE ...
Co-
c D
c
_—LDD—
cN�3 ..—..—..�..— zo LF cuss nz4 .-_ _ -! x
:. RCP SLOPE 01050z - t- ..,.y...
152 LF CUSS III 24 i _ — -- _ — — z CK N
RCP SLOPE 00.33z _ - — — - — -- -- -- m "f,o,
Ln —
--JUNCTION BOX 68 LF CUSS III 24 �rccxss
. _.. _ _-
v
- _ _... _ - WITH MANHOLE -.. - RCP SLOPE 0 0.225 - __ = Y - = 5-- _ _ -,.. _ » N _ (n
�__..T� - - __ --_ _ _ _ _ -
._ __ .- _ _ RIM: 24.00 _ _ _
O a -_--. _
"'- - r - i INV. 19.75 TEM ARY ROCKSEDIMENT O r 3 FES INV EL 19.55
U...-. .. - _ - _. - .. c• cry
- _"_ a -.=--- -' - - - T- - -- D.A.PQU3.45 ACRES CG-50 RIP -RAP APRON i5 - CIJ+SS A =
- - {OO_ _� o -� W _ - �_ _ CUrf13 Road 36+oD_ R 37+00 _ --r - - PROTECTION TAB
�M n
35+00
1.� - �- - 0 - -+- F— F 47' X 98', 8' W7 ...r-
LU - 1 o DEPTH 3 5, SEE CCGG-505
W 4- - --" - 1 HW INV EL 19.98 TOP EL = 19.90 5 V 15'
ROCK
SEDI ENT TRAP !' -- 1 G-50 RIP -RAP APRON /4 - CLASS A BOTTOM EL - 16.40 - (• 1
TYPE A C-50 HW INV EL 20.68 SEE OUTLET PROTECTION TABLE _-_ _ _ _ _ ---- 4 RCP SLOPE 0 0.311
W PERMANENT SWALE SHEET CC-505 _ -. --'+ PERMANENT SWALE 1
142 LF CUSS III (2) 14'x23' - --- .-.. - - - - -
-_ ._.. _-_..__.. CIO
- - -- -- ' - RCP ELLIPTICAL PIPE - - -'- - _ - - �
•. _ _ a R SEDIMENT
INLET _-
W MOPE O 0.495 - TRAP �- r f D
_ $Q
Z iL ! . _ __ - ..
J _ A00
!
i <
_ E T (� E
.. _. _.C-
_ aL
1 I Lp7v
s � I -\
EL 19.90 I _ .. 0 O
I I _
iF
SF1 SF SE
cr
l:l I .. FES INV EL 19.72 CG 3�1 Cad o,' I N o Lu
- J
ppT is i I�' '... _. ,I w
<, TEMPORARY SILT FENCE �p0, t a _- ROCK PIPE INLET (D
;.;A I Y I __ r} --: S SEDIMENTfPE B Lu a
=P1 i I !i r+ I •�- -� PERMANENT IL
SWALE
Campbell Street Extension a
SEE SHEET CG•119 �L�Tc T�� ' m w
Nil V W
CO 0
JAN 2 5 2012 a
BY.--- SAS NOTED
91e»,
25 D 25 50' 75'
SCALE: 1' = 25' En9lneereand Scientists """` 12608018
z:a as alm rw-
+ Wilminplon, HO iH0• '
caw,uu.�•.: w.ra Lual.••+v�•�iv calls CG-105

11E N.E. .\P-oll' 0 E,l ........ rI-E. I.M0 Fd1-l. January 13. 0 M31p,r
w
'o
MATCH LINE -SEE SHEET CG-105 STA.38+50
If I to i _... I i i . I
TI i'I
54
97 tj
8I II
l o-
F1
in
2 s
F" !9
if,
San
jfl� R F4 ��q 9
p-my i
Ifip H
co 0
3E
Qx
-TT
77
!A—
------ .. . ....
>
00
F;
. ...
F
....... .. .
ro
01
I Schmidt Street
- -------- j
lb i
4;
29 2
I"o
; p 1 76 o
p Olt
If .
IIA� II T v 2 A
C)
ol! C:
I! 'A 1 1
lj{ Io
A s0
A t' T! t
F
P,IIII $
F R
M
'08 sg
II I IV II I 8
if
�§ 2
II i
R' f
A
>
*4 In
rc�.
as ayHO
LO -go _L33HS -33S - 3NI -LVV4
0
too,
7 F/Ou116
MID ATLANTIC
C 2
MARINE CORPS BASE CAMP UEJEUNE. N.C.
f4�
i
lip
0 z P1 268B CAMP GEIGER ACCESS UPGRADES s
9
CURTIS ROAD DRAINAGE & EROSION CONTROL PLAN ...
M

5
I
14
0
HUB END ON OUTLET END
SECTIONS. SPIGOT ENO ON
INLET END SECTIONS.
STEEL BACK
m
4
7 I•
14
/A.
GRADE
MATCH EXISTING GROUND
MATCH EXISTING GROUND
N0. 57 STONE JJ,,
L
m
INV = 19.89
NOTES:
I. PIPE SHALL CONFORM TO ASTM F2648.
12-INCH HOPE
DOUBLE WALL PIPE 12" PERFORATED
2. JOINTS SHALL BE WATER TIGHT PER ASTM 03212. WRAP EACH
HDPE PIPE
JOINT WITH GEOTEXTILE FABRIC MIN. I -FT. ON EACH SIDE OF
SLOPE = 0.0%
JOINT AND SEAL EDGE OF FABRIC Will ADHESIVE TAPE
3. GASKETS SHALL BE POLYISOPRENE PER ASTM F477.
4. FITTINGS SHALL CONFORM TO ASTM F2306.
5. FIELD PERFORMANCE VERIFICATION TESTING PER ASTM F2487.
6. INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM 0232).
7, INSTALL CLEANOUTS EVERY 100 FEET ALONG 12' HOPE PIPE.
8, CONRETE AND NO. 57 STONE FOR CONCRETE TRENCH ARE TO
BE IN ACCORDANCE WITH NCDOT.
CONCRETE TRENCH AND 12" PERFORATED HDPE PIPE
4
NOT TO SCALE
CG 119, CC 120
3:1 SLOPE
RODS IN FLARED END SECTIONS
PIPE
DIA,
N0. &DIM. OF RODS
REINF.
BS.
FABRIC
ti'
2- 3x4' -0' SIDE RODS
3.008
18'-2x8-W2.IxWl.7
15'
2- 3x4• -0" 510E RODS
3.008
18"-2x8-W2.LW1.7
18"
2- 3x4' -0 SIDE RODS
,
18
24"
2- 3x6' -0" SIDE RODS
4,512
24-2x6-W2.1xW1.7
24"-2x8-W2.W2.99
}0
2- 4x6' -0 SIDE RODS
8.016
8.016
30"-2x8-W4xW2.9
36
2- 4x8 -0 SIDE RODS
10.688
42 -2x8-W4xW2.9
36
2- 4x6 -0 BACK RODS
8.016
END SECTIONS DIMENSIONS
DIA.
A
B
C
E
-0"
-6'
6'-8'
6 -I1
30
1'-0
4 -6
}6
1-3
5-3
2-103 a
6-0
8-1 3 4
8'-2
48
2-i
6-0
2-2
7-0
8-2
STANDARD REINFORCED CONCRETE FLARED END SECTION
SCALE CG-1UZ, Cu-1va, w �- _
­
CC-112, CG-II3, CG-114, CG-115, CG-116, CG-118, CG-120, CC-121, CG-130
PROTECTIVE - �' -
BARRIER 3' MIN. STAKE HEIGHT
•"`� ABOVE GRADE
IL1 ti 1�.L_I 1111
NOTE:
CLEARLY MARK TREES TO BE SAVED PRIOR TO CONSTRUCTION AND PROVIDE A
PROTECTIVE BARRIER AT THE DRIP LINE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING
OUT TO THE TIPS OF THE OUTERMOST BRANCHES.
TREE PROTECTION FENCE n
NOT TO SCALE CO-101, CO-106, CD-113. CD-114, CD-117
CD-118, CD-119, CD-120, CD-124
TEMPORARY SEEDING - LATE WNTER/EARLY SPRING
ECOtOA
SEEDING MIXTURE SPECIES RAZE (LB/ACRE)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO
EXTEND BEYOND JUNE.
SEEDING DATES
MOUNTAINS - ABOVE 2500 FT: FEB. 15-MAY IS _
BELOW 2500 FT: FEB. 1-MAY i
PIEDMONT - JAN. I -MAY I
COASTAL PLAIN - DEC. I -APR, 15
SOIL AMENDMENTS - PER SPECIFICATONS
MULCH - PER SPECIFICATIONS
MAINTENANCE
REFER➢.IZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTIUZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING SCHEDULE - SUMMER
ECOtOB
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS
MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE.
SEEDING DATES
MOUNTAINS - MAY 15-AUG. 15
PIEDMONT - MAY 1-AUG. 15
COASTAL PLAIN - APR. 15-AUG. 15
SOIL AMENDMENTS - PER SPECIFICATIONS
MULCH - PER SPECIFICATIONS
MAINTENANCE
REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERiILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING SCHEDULE - FALL
ECOIOC
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS - AUG. 15-DEC. 15
COASTAL PLAIN AND PIEDMONT - AUG. 15-DEC. 30
SOIL AMENDMENTS - PER SPECIFICATIONS
MULCH- PER SPECIFICATIONS
MAINTENANCE
REPAIR AND REFERDLIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WILL
50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND
TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LS/ACRE KOBE
(PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN
LATE FEBRUARY OR EARLY MARCH.
xx_v d Ed�
JAN 2 5 2012
BY:�_
Engineers and Sclentiste
M as ealry I
Wilminpbn,e 2W6
Cwpor✓a lkensurt Ne.lw ErgNreM1q U.-C-W
"4rr lAR
nEx
axanl � -
`,7 ..F C
08NCSKSO,N
'.��xGiW �K SMEC`
tool v z-':no
xC Y3N4 M. -0
_ Tn
uj
d
Cn
U)
W
Zg3 U
F Q
uj
o W
s �
W
0
d
U
00
N
Z T
S d
F
C
tmmn. m. W. t
C
/RI

OF ROCK
5
10
U
CLASS B RIPRAP
\
OR MIN.
OR /57 WASHED
SD STONE
2' MINT.
FLOW j
FILTER CLOTH
ELEVATION
1.5' r
4' TO 6
2' MAX. AT
CENTER
CROSS SECTION VIEW
NOTE: STONE CHECK DAM STONE SHOULD BE PLACED
OVER THE CHANNEL BANKS TO KEEP WATER FROM
CUT-TING AROUND THE DAM.
CLASS B RIPRAP
PERSPECTIVE
HORSESHOE SHAPE STONE CHECK DAM
NOT TO SCALE CC-108, CG-111, CG-I
MAINTENANCE REQUIREMENTS
I. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) 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 SIGNIFICANT EROSION OCCURS
BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN, SUCH AS INSTALLING A PROTECTIVE RIPRAP LINER
IN THE PORTION OF THE CHANNEL.
2. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL
VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE DAM, AND PREVENT LARGE FLOWS FROM
CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT
AND CROSS SEC➢ON.
SLOPE
FOUNDATION
CLASS I AND II RIPRAP
I' MIN. NCOOT /5
OR #57 WASHED STONE
2'
2
1 1A
FILTER
GRAVEL FACING
SPILLWAY
2
SPILLWAY DETAIL
5'
MIN.
\ II
2' MIN.
FILTER FABRIC
ROCK ABUTMENT
CLASS I AND II RIPRAP
SPILLWAY
CREST ELEV.
1T8.
MAX
2 h-- \ CUT-OFF TRENCH
CROSS SECTION
LEVVEL APRON
55'miN.
OW
ROCK ABUTMENT
PLAN VIEW
ROCK
DAM n
NOT TO SCALE CG-106, CG-107, CG-121
TOP SLAB ELEV. 19.73 111111111
I
16. - - ol-- it
I
!-��,,� m
ELEV. 17.06 24" CMP
aw.
NP r
MIN. 1.5' THICK
ROCK APRON
CLASS I AND II RIPRAP
••o�;�
/oe`.`�iyA4::•.,•
(2) 24" ALUMINIZED gCnQV Y-Y
`;
STEEL PIPE
TYPE 2
tl,l [
oea»a
2' DIA. MANHOLE
`'•,Hap
C
;. zwE
r -----------
NI&SON
I I
,�,nm„ .x..�,•nw. �mm..
__ _______
wr .w.n zz+cEr
' O of
u
I � ------------
I I
I I
I 3 6 I
------------
6" CONCRETE CURB &
1' CONCRETE GUTTER
DOUBLE GALVANIZED
ELM\Pldtl3-1/2" CLEAR OPENING
SLOTTED DRAIN GRATE
ELEV. 19.23
6" CONCRETE CURB
NOTES'.
I. DESIGN, DETAILS, AND SHOP ORAWNGS FOR JUNCTION BOX
SHALL BE PROVIDED BY THE CONTRACTOR. SHOP DRAWINGS
AND CALCULATIONS TO BE SIGNED AND SEALED BY
PROFESSIONAL ENGINEER LICENSED IN NORTH CAROUNA.
2. DESIGN AND MATERIALS TO BE IN ACCORDANCE WITH NCOOT.
CUSTOM PRECAST JUNCTION BOX #2 n
NOi TO SCALE CG-I06 `OJ
RE:ti,; LIES V ED
MAINTENANCE REQUIREMENTS - 5 2012
1. CHECK SEDIMENT BASINS AFTER EACH RAINFALL. REMOVE SEDIMENT AND RESTORE ORIGINAL VOLUME WHEN JAN 2
SEDIMENT ACCUMULATES TO ABOUT ONE-HALF THE DESIGN VOLUME. SEDIMENT SHOULD BE PLACED ABOVE
THE BASIN AND ADEQUATELY STABILIZED,
BY:
CHECK THE STRUCTURE FOR EROSION, PIPING, AND ROCK DISPLACEMENT WEEKLY AND AFTER EACH
SIGNIFICANT (1/2 INCH OR GREATER) RAINSTORM AND REPAIR IMMEDIATELY.
2. REMOVE THE STRUCTURE AND ANY UNSTABLE SEDIMENT IMMEDIATELY AFTER THE CONSTRUCTION SITE HAS
BEEN PERMANENTLY STABILIZED. SMOOTH THE BASIN SITE TO BLEND WITH THE SURROUNDING AREA AND CATLIN
STABILIZE. ALL WATER AND SEDIMENT SHOULD BE REMOVED FROM THE BASIN PRIOR TO DAM REMOVAL �'
SEDIMENT SHOULD BE PLACED IN DESIGNATED DISPOSAL AREAS AND NOT ALLOWED TO FLOW INTO STREAMS Engineers And SCIentiI
OR DRAINAGE WAYS DURING STRUCTURE REMOVAL. t MV ,W 284
vmm ad D.1, xesos
<oWrw, 11[wvve Mafu Ery1MeNK lTr, CONE
B
Z.
�
ui
�
y■�I
IJ--
w
d
o
J
Gp)
LLI
O
Z
U
Q
O
z
CC
O
w
c�
W
&
w
C'3
O
a
�
U
w
z
co
co
A
N
$B
9
§
d

•
2 3 4 5
1 g
o - A R D _ aMLEr vslTw - I OOILET ./a DITM 0� OUTLET PROTECTION AT CULVERTS e
m y O OLNIS aRIP WI CLASS I RIP R.V ICIASR'a' RIP W➢ CLASS t Rip PM Y
Toms _ s.v- : rcxs ..rLTJt<i r�ci�T�e$! s r. rE-I 511 so .
gmoon },�i'pA T tz• 2 i s I s t z s t N z T . as NUMBER CULVERT 14YEAR PEAK PAD LENGTH PAD WIDIH PAD30O PAODEPTH N0 ()TRIP RIP -RAP TAILWATER
1a•� z 7T� 7 ! 3 7 + iT z e F F RAPCLASS WEIGHT(TONS) ASSUMPTION
H) to i s . to t z 1 T ) . 2 a ogogam� SIZE(IN) FLOW(C FS) (FT) (� (T) (�
zr im _'`b za• s ,N - 1s 7 1s 3 1 n I? a +x rd o� A 7.1 MINIMUM
zw�$-. 3O•( a 21 v+ 1 u i zz s ( 16 n n :zF' -• 1 24 5.17 13 15 fi 1
_ 3e• �� ze 1 za is 3o 7 t zz 1e 1D za m.LLow 7.1 MINIMUM D
n y h az• m 37 1 I9 2a 39 1 10 22 13 3o i�m� 2 24 8.7 13 15 6 1 A
' y� rO L. b Ha•I - i - Ns t 99 I w ' - ( _ 2a TI A 7.1 MINIMUM
_ srI - = 1 Ram �3 i e2 i - I 36 z, .z 3 24 6.31 13 15 6 1 _
-yam------� Ro• - t T3 w I Ts ) t ba ze sa •1 0� - - 14z23 3.29 9 - 13 11.5 1 A 5.8 MINIMUM - p
_ _ _ _ _ -. -ya•�--i R .g , a9 IT i 5. 32 aT 4 (2) 4
#�Nl^ Iz^ - - 1az t sT t ,aa 1 - s. 3e Ie
H F D w 5 15 0.98 8 9.25 3,75 WlA
A 27 MINIMUM
c FOR CALCULATION PURPOSES w 6 30 13.97 16 18.5 7.520 MINIMUM -MILL!
I
M CIPSa'B' RIP MP 100 L&5./FT= J
o [,.r -- cLAss t RIP RN' - ws LHS./FT= r 7.1 MINIMUM
m `C%(��r i z x O-:�-Tiy Y o 0 7 24 16.6 13 15 6
2.7 MINIMUM
O P{{ +r, 8 15 1.45 8 9.25 3.75
v_� B D N+ ,-1 iu i
v i ) - ,._I- r; i`^U�'M' 1 0 9 18 2.82 9 10.5 4.53.5 MINIMUM WINK
v A �- ` ------ f 10 15 1.65 8 9,25 3.7527 MINIMUM
PLAN,,wSLOPE 112:1 OR FLATTER � R- 11 15 0.9 8 9.25 3.752.7 MINIMUM M�a
I �� E12 15 3.83 8 9.25 3.75 1 A 27 MINIMUM
_D 18 3.68 9 10.5 4.5 1 A 3.5 MINIMUMP p 15 1.59 8 9.25 3.75 1 A 27 MINIMUM 18 4,5 99 10.5 4.5 1 A 3.5 MINIMUM o sn 1 '• ,SECTION A-1 y w 15 -5.26 8 9.25 375 1 A 27 MINIMUM `.O r,9TG
Ln va r,. -' ,_,,, _+- 2.7 MINIMUM P+a LF C`
p PIPE OUTLET WITH DITLN u 17 15 1.97 8 9.25 3.75 1 A
H- RIP RW TO TOP OF PIPE INAI. H • D ^ TI FILTER ^FWl,C-• 18 18 4.95 9 10.5 4.5 1 A 3.5 MINIMUM
WK
T= IS• CIASa I RIP MP, UNLESS OTHEMSE 3HLM! Ox PLAf6 SECTION B_9
R t T" 12• CN35 'a' PIP W. UNLESS OTnERMiSE 9XONL ON PLANS ^.+4eT I aF I
876.02 PIPE OUTLET WITHOUT -DITCH 876.02 19 24 11.63 13 15 6 1 A 7.1 MINIMUM DI
20 24 12.1 13 15 6 1 A 7.1 MINIMUM
�DICKSON
21 15 0.84 8 9.25 375 1 A 2.7 MINIMUM -
22 15 1.91 8 9.25 3.75 1 A 2.7 MINIMUM --^-
23 15 1.91 8 9.25 3.75 1 A 27 MINIMUM
24 15 1.84 8 9,25 3.75 1 A 27 MINIMUM
26 15 0:73 8 9.25 375 1 A 27 MINIMUM
Tw
TPRP-OETCH STORE -=gg2715 3.79 8 9.25 3.75 1 A .7 MINIMUM
Ity� XE�s. ONi 28 15 3.02 8 9.21 375A 2.7 MINIMUM29 15 0.63 B9.25 3.75 1 A27MINIMUMNOTES: 27 MINIMUM1 15 0.45 8 925 375 1 A USE CLASS'S' EROSION CONTROL STONE FOR oy 27 MINIMUM
EDGE OF PAVFYExi STRUCTURAL STONE. $ 31 15 2.68 6 925 3.75 1 A`y EI 5.8 MINIMUM 3? = WB
B dE HE ENGINEER YAY DIRECT HE OPTION OF 0 32 (2)14x23 4.29 9 3 5 A b O CL A" STONE FOR SITES .1. LESS T4LN 8
atRDCNMI SHINE - ONE (1) ACRE DRAINAGE AREA AND A DITCH 33 24 10,64 13 15 6 1 A 7.1 MINIMUM w
eAGa GRADE LESS THAN 3\. 2
y sLDPF do 34 15 0.38 8- 9.25 3.75 1 A 27 MINIMUM
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT "
S CONTROL. PLACE SEDIMENT CONTROL STONE 36 15 039 8 925 3.7$ 1 A 27 MINIMUM 3 a
O ISDEETRIC VIM AS DIRECTED BY THE ENGINEER. 6 L�
z o 36 15 1.33 8 9.25 3.75 1 A 2.7 MINIMUM `
• MIN, r n"^m^L GROUND i 37 15 1.06 8 9.25 375 1 A 27 MINIMUM y W
4.04 8 9.25 175 1 A 27 MINIMUM iF L J
r+. Q o
Wo
r yo CROSS SECTION
ti o VW DITCH Y W�RR{{ Z
RASE OF DITCH
/- mnm GROUND / gDIYEM (_ 2 YIN. „ Q•
I'-t' MIN,
a �L (11 ' s w
o I r (7; 7 ��kt ti :�? a , sz - w s RECEIVED � � U
1 �� o
y
m J' SILT W TVPE ^e y Y F N 4 m
SILT aI51H -- a�1LE JAN 2 5 `L012 o Eli
F
C_Ra33 SEttIDMEONTROOL '�- 12 TNICN OFDIYENi W 4y
A TRAPEZOIDAL DITCH ELEVATION ViEM Q i r
yNET , 1 BY: g a
1833.02 As NorEo _
1633.02 '"-
CATLIN
Englneet and Scientist 'I2608046
2" pO DaYy Pan 9] Ef
WiN lov, NC 23wS
1 2 3 4 5
�E�AN. R, CG-505

a
71
HIGH SLUMP CONCRETE
W/ MINIMUM 750 PSI
6' CONCRETE CURB .
COMPRESSIVE STRENGTH
i -0
GONG. GUTTER
N
E PIPE
24" CSP
- 24' CSP
ALUMINIZED STEEL
1 • / ALUMINIZED STEEL
TYPE 2 - 14 GAGE
II II TYPE 2 - 12 CAGE
I I
INVERT ELEV.
1- _ 1 INVERT ELEV.
VARIES 17.06
/ • -- VARIES L7.06
TO 16.92
TO 16.92
3" MIN AT
15" MIN. AT
3" MIN. AT
SPRINGLINE
SPRINGLNE
SPRINGLINE
12' CSP ALUMINIZED STEEL TYPE 2
EQUALIZER (SEE PLAN VIEW FOR SPACING)
-5/e'
2" YP.
(3'H-MAX J
I I MODIFIED HUGGER BAND
3/16" SOLID WEB SPACER
CLIP ANGLE
_A 1/2" BIA. BOLT
TOP YEW
CLIP ANGLE1I
1/2- DIA. BOLT
—{ -2' TYPICAL (3' MAX.)
MODIFIED HUGGER BAND
DLA BOLT
3/16- BE
3/I6- SOLID WEE
FILLET
HEL-COR
6" GALVANIZED
GRATE SHOWN
MANUFACTURING TOLERANCES
I. VERTICAL BOW 3 3/8'
2. HORIZONTAL BOW i 5/8"
3. TWIST 1 1/2'
NOTES:
I. DESIGN, DETAILS, AND SHOP DRAWINGS FOR
SLOTTED DRAIN GRATE AND PIPES SHALL BE
PROVIDED BY THE CONTRACTOR. SHOP
DRAWINGS AND CALCULATIONS TO BE SIGNED
AND SEALED BY A PROFESSIONAL ENGINEER
LICENSED IN NORTH CAROLINA.
DOUBLE GALVANIZED SLOTTED
2. PROVIDE CONNECTOR PIPES BETWEEN THE
DRAIN GRATE ELEV. VARIES
DRAIN
24' CSP•S FOR EQUALIZATION AS SHOWN IN
19.23 TO 2054.
THE PLAN HEW
RECESS GRATE 1/4" BELOW
3. HEL-COY CORRUGATED ALUMINIZED STEEL
FINISHED GRADE OF PAVEMENT
PIPE, TYPE 2,, SHALL CONFORM TO THE
_
APPUCABLE REQUIREMENTS OF AASHTO _
M274 OR ASTM A929, 12 GAGE AND 14
GAGE, AND SHALL BE MANUFACTURED IN
THE UNITED STATES IN ACCORDANCE WITH
THE APPLICABLE REQUIREMENTS OF ASSHTO
M36 OR ASTM A760.
2' WEARING SURFACE
4. THE GRATES SHALL BE MANUFACTURED
FROM ASTM AlOII, GRADE 36 STEEL THE
COURSE
SPACERS AND BEARING BARS SHALL BE
6" AGGREGATE BASE
3/16- MATERIAL.
COURSE
5. THE SPACERS FOR THE GRATE SHALL BE ON
6" CENTERS AND WELDED ON BOTH SIDES
HIGH SLUMP CONCRETE
TO EACH BEARING BAR WITH FOUR 1-1/4'
W/ MINIMUM 750 PSI
LONG 3/16- FILLET WELDS ON EACH SIDE OF
COMPRESSIVE STRENGTH
THE BEARING BAR.
6. THE GRATE SHALL BE GALVANIZED IN
ACCORDANCE WITH ASTM A123 EXCEPT
WITH A 2 OZ. GALVANIZED COATING. TOTAL
13'
BOTH SIDES.
MIN
7. GRATE SHALL BE FILLET WELDED WITH A
BELOW PIPE
MINIMUM WELD 1" LONG TO THE PIPE ON
T
EACH SIDE Of THE GRATE AT EVERY OTHER
�—
CORRUGATION.
8. WHEN THE SLOTTED DRAIN IS BANDED
TOGETHER, THE ADJACENT GRATES SHALL
HAVE A MAXIMUM 3" GAP.
9. HANDLING SHALL BE IN ACCORDANCE WITH
NCSPA'S RECOMMENDATIONS.
10. INSTALLATION SHALL BE IN ACCORDANCE
WITH NCOOT.
SECTION A=A
STMDARD DETA VERTICAL GRATE
19'-II' NOMINAL--{
TYPICAL PIPE SECTION
FILLET WELDS AT EACH SIDE OF GRATE AT
4EEOI��lER CORRUATION ONTHETPNGENi
"C�z— DIRECTION OF FLOW
GRATE DING QEI6L
24" CSP PIPE WITH SLOTTED DRAIN STRAIGHT SIDED GRATE
NOT TO SCALE CG
LENGTH OF CULVERT
N
1, DESIGN, DETAILS, AND SHOP DRAWINGS FOR
HEADWALL SHALL BE PROVIDED BY THE
CONTRACTOR. SHOP DRAWINGS AND
CALCULATONS TO BE SIGNED AND SEALED
BY PROFESSIONAL ENGINEER LICENSED IN
NORTH CAROLINA.
2. DESGN AND MATERIALS TO BE IN
ACCORDANCE WITH NCDOT.
ELEVATOR
HEADWALL FOR 1411X23" DOUBLE CONCRETE ELLIPTICAL PIPE
NOT TO SCALE CC-105. CG-119, CO-120 \'
Y TOP SLAB ELEV. 21.04
7'-6" J
rX
'-
__-
X I 6 6 r _y6 6 6 6ir
1 30' RCP I ELEV. 16,92 I 30" RCP
30' RCP
-4 V I SECTION X-X
I
L- --_T -- _J TOP SLAB ELEV. 21,04
2' CIA. MANHOLE I 1 3'-6"
1 15 11 6' CONCRETE CURB 6 6
I
(2) 24" CMP PIPE A - 1 DOUBLE GALVANIZED
SLOTTED DRAIN GRATE
ELEV. 20.54 �
Y I
6" CONCRETE CURB @ 1
I' CONCRETE GUTTER ELEV. 16.92 1 24" CMP
NOTE
+ �cT� Tom` I DESIGN, DETAILS, AND SHOP DRAWINGS FOR JUNCTION BOX SECTION Y=Y
Yii YED SHALL BE PROVIDED BY THE CONTRACTOR. SHOP DRAWINGS
AND CALCULATIONS TO BE SIGNED AND SEALED BY
JAN 2 5 [Ojz PROFESSIONAL ENGINEER LICENSED IN NORTH CAROLINA.
2. DESIGN AND MATERIALS TO BE IN ACCORDANCE WITH NCOOT.
BY:� CUSTOM PRECAST JUNCTION BOX #1 J��►CATLIN
Engineer and ScienNer
NOT TO SCALE CG-106 2 220 as airyw
wlminploa. "c Ims
CyP�n IYmIMa Naln Ergln.mEe 9 -CC`J!
mpar�sw.� w
C
ma �.Mxr,K', MEET
xc uanss xo r-mv.
E
z
cn
w
®
<
o
U)
0
i
W
U
Q
o
z
a
uj
0
0
W
z
a
re
z
U
In
co
z
co

•j
L
70' PROGRESS ENERGY EASEMENT
I Church Street Extension
r
_
—E STA 33+62.29 ` E SEE PLAN & PROFILE SHEET CS-208 `4b,
LW� 100M'�10p��Eoo
CL ROAD INTERSECTION
MARQUIS SIGN SEE -
TAT'
OF
B 2 - _
_-
SIGN PUSSONAL =
^ -`� �� :.� _ _ � . �j' STRUCTURAL PLANS
-.��-� .._._; .... Y- _
O1
.`'-•, v c
W
TRAFFIC SIGNAL POLE ,p
tLoo
i� LOD C -
SEE SIGNAL PUNS �5�,
EDCF OF PAVEMENT
N
Ay
STA 32+78.27, 30' L
�0307 +4500
L%)
TRAVEL LANE.
UE
VET—UE�- 2
M1
E S Ai 35+50.57, 42 L
-�
BEGIN 15:1 TAPER (180')
TRAVEL LANE
y -_,^•":-"�'�
•.�^_�L�-
-- /
+. m
`�70'
--
STA 37+30.57. 30' L
END 15:1 TAPER (180') v
Eo
PROGRESS
ENERGY
TRAVEL LANE
to EASEMENT CO_OR2�
C_
-
--C-
_-C-_
-- -
D
i RELOCATED MCCS
.
- . -- - .. -
WATCH FIRE SIGN_
`
—uE------SEE NOTE 3
°E 15:1 TAPER (180) -
- - -
- -
m
. . , , . 0 07 Pf t = 0+295° wE E .-:.:..... '
7
uE=v
+30.-
_2
12'
72'
12'.
_, - - .. _ _ _ . -
-w ry
-STA 34+50.577 L
TRAVEL LANE
uE�-uE
uE
-. --^••--'
...:3^...
t-I 1y
UCT UE_�UE
.uE
_ _ _ _�, -
U
- -
uE-3gs00
12'--�--+--~--F�----F'
W
N8775'12-E
12'--
/07.45'
-.
2
Curds Road
=
12
_ o
TRAFFIC SIGNAL POLE
rn g AND CABINET SEE
W
,�„
SIN
SIGNAL PLANS
12
y
W ~ 12 TRAFFIC SIGNAL POLE ff 0.307. +33.00
— SEE SIGNAL PLANS
12' 0,30% 0.867 +13.00
Z 'S
Q
J 0 + +63.00
_ 9 0.84 2.07
_ -_a _ = -
—COo' + +84,07
STA 32+78.27, 42' R 7
NOTES: ^ TRAVEL LANE m -
1. SEE SHEET C-006 FOR NCOOT STANDARD
DRAWINGS APPUOABLE- TO-THIS-MOIjC
_
2. SEE SHEET TOP FOR DRIVEWAY WINGS 5. '%Rr PROPOSED
1. CONTRACTOR TO PROVIDE SHOP DRAWINGS Oi PROPOSED MCCS I
WATCH FIRE SIGN FOUNDATION DESIGNED IN ACCORDANCE WITH 8 E'
THE CURRENT EDITION OF THE BUILDING CODE SHOP DRAWINGS
TO BE SIGNED AND SEALED BY A UCENSED PROFESSIONAL I �'
ENGINEER. MOOS WATCH FIRE SIGN DESIGNED AND INSTALLED BY K Campbell Street Extension I
& L SIGNS - [phone]. S- SEE PLAN & PROFILE SHEET CS-219
4. SEE SHEET CS-504 FOR ENLARGED PLAN OF MARQUIS SIGN AREA. n -
100.00' VC
HIGH PT. ELEV = 25.91
O 30 PM ELEV = 25.99
PM STA k 34+50
'PV-FLiVII-= 25.74
K =
v -
STA 34+63 83.
30' R
'h3TRAVEL LANE
Curtis Road
CURVE DATA 7 4
R=5,ODO'
L=288.9Y
T=144.52'
DELTA-3V0'37'
E=NC
�Irr I
12'
-0- y 12'
y 12'
p STA 37+26+31, 30' R
TRAVEL LANE
PROTECT S94
TO REMAIN
.. — _ — .. _
TRAVEL LANE I c6
EDGE OF PAVEMENT 8 -
I Tt� JOIN EX
PAN
PA ISTA = 36+12.87
K = 217.72
--i---- - --- 4-------A- I_ - - ---� -- I-----1--
33+00
M
34+00 35+00
` I NOTES:
I. ELEVATION TO LEFT OF STATIONS REPRESENT EXISTING GRAOE.
ELEVATIONS TO RIGHT OF STATIONS REPRESENT FINISH GRADE ELEVATIONS.
� I n
FL DI CH SLOPE O 0.45%
NIGHT SIDE
36+00
m
In
2 r C0
51 MONOUTHIC��O 12 m
DNCRETE IS AND'I- ' ....:: '.. "I
(KEYED IN) I 12' C)
N
CS-40 O
a 2
7
� N
2
o D
CD
y
CD
— +
of
SCALE: I" = 25' HORIZ.
1 SCALE: I- = 25' VERi.
jTAflDN SLOPE LEP-T SLOPE RIGHT
26+71.19 -2.00% -2.00%
i0+50.00- -2.00% __ -2.00%
FINISH
EXISTING GI
37+00
38+26.99, 42' R
AVEL LANE
25' 0 25' 50' 75'
2.5' 0 2.5' 5' 7.5'
f7
� CAe
°A i 4y�y
°f�1E L'IF` ic
DDICKSO,N
.... ' ; of
x uc.sE .o�. �o»"
30 DELF a. Ns a. aF
o n oo,u+a
o-+--- z rn
E
- m m € o
CID
25 a C7
m n. J
FIT - a
Lu a!
cc
IT -DE- 20 z o LLI a
O
CID
. A Qn UJ cc
D cn �i (L
N
ca
N C ti
m Ol �] of
g Q
+ N `T/ d U V
Ul
_- 15 h o 00 F
d.
36+00 CATLIN
Engineers and Scientists
2200W win Pad
Wilmi." ,NE VAN
Cupaab Gwvun Wfer El,aw iq 3"C4.,

0
0

•
(
d
Curtis Road
f mw CURVE DATA 1 5
sve-Sui _ F=5,000r 12' MULTI
E L-373.43'
T=186.80'
_ DELTA=416'45'
e'wranr EDGE OF PAVEMENT E=NC
® TRAVEL LANE PEDESTRIAN BE,
f}IAW LINK SEE SIGNAL P
®® swwu JSTA 40479.00 30'
M) 4.N U ® 9vwu eum", BY. TRAVflU
+ Loo fW ioo�-lo�o�� o "EFT
m-C- C_uf.�uE ..-.. _.._�
-vE 5' MONK
CONCRETE
U) (KE'
x uf=
LID
N
Cn
F39+00 40+
I-
= R=2
Cn
LU STA 40+09.51, 4 R
w FAULTS PT.
l I
IL TRAVEL LANE
$ A Street I� l- ��,/ \ I voxca
1 1 _ C5250 SWING GATE SEE NOTE 4 5-�E STA 45+32.25, JO' L
> I1 I T BEGIN 401 TAPER (480')
PURPOSE `-r-_-~ TRAVEL LANE ->--
TRAIL MATCH LINE SEE SHEET CS-225 STA. 1+00—c—
b Z50 EMERGENCY VEk11ClE ACCESS G�¢1
coax. # LW LWLW
vnu r 4 8 C C -�
YCP
/�--
-71'
STA 42+16.66, 30' L { d
TRAVEL LANE
Z
RELOCATED
sa STA 40+79.00, 42' R�
J
EDGE OF
vu WENOYS SIGN
TRAVEL LANE
S
PAVEMENT
SEE NOTE 5 _ -
17 MULTI -PURPOSE-
U
TRAIL _
�
EXCHANGE SIGN
nur
n 3
ARKING AREA CONC.
CURB
-BEGIN 2 = I. CONC, S-50 ASPHALT PAVEMENT —URB @ GUTIEA
— —
CURB hGUTTER
mi mi aoi �� aoi
END 2-0• CONC.
CURB R GUTTER
30
—
100.1
' VC—
.__._.... ._._..... _26+71.19.__.., -2.00% __ -2.00S
+ 50+50.00 -2.00% -2,00%
25
H
3 Gn
N
--
�
U
_..._ sr'
_
tL
`�0�
=
20 OPE
SLOPE
U)
-6 0.
-0.30
—
LLI
al
T
RI
---
_
Z
=
15
H
39+00
LOW POINT E EV = 2:
- - —LOW-POINT- A-=-40
.. PVI STA w 40+50
......___...—. _ _. __--PA-ELr _ 22:60
K =
RIGHT SIDE
SLOPE-O--0:105-
40+00
`Il.. NOTES:
!tF I. ELEVATION TO LEFT OF STATIONS REPRESENT EXISTING GRADE.
ELEVATIONS TO RIGHT OF STATIONS REPRESENT FINISH CRADLE ELEVATIONS.
t2'
117
i2 lf1
6
r
45+00 =
d
_ �� _ �-
`' T
STA 40+09.51, 4' R 1� 12 as+o0 12'
RADUIS PT. 43+00 NB6'_0904..4
12' / �+ Cur is Road 12'
o
12 _—..._- in
1 c _ STA 45+32.R .4
NSA'E�•1 -
LANE
PEDESTRIAN BEACON 12 �� - � � � ASP ALi TRAVEL UNE
SEE SIGNAL PLANS ° b ORIVEWAY
_ Ln
I•tGLn
—f E E E ESQ E— [—--Q6i-06,��
>lr
i
a ar
3AI
I
'_
C
1 ,..
u•-+ r ---•-NOTES:kar
(ISsR'
��
noco 1. SEEWINGS �CSTANDARD
... "`
APPET
ABLE TO THIS WORK.
,'Ja
TRAVELLANELANE , - -- 2. SEE SHEET CS-404 FOR DRIVEWAY PROFILES.
.
STA 41+4732 .uns � ;3. SEE SHEET CS-224 FOR ENLARGE PLAN OF INTERSECTION AND WENDYS PARKING LOT.
`.
11„1-'Cy
WD..
INTERSECTION 4. GATE TO SWING NORTH TO OPEN. -
CL ROAD INTER
KSON
5. CONTRACTOR TO PROVIDE SHOP DRAWINGS OF PROPOSED SIGN FOUNDATIONS FOR
.»� r . -• •M- P •
75•
r _.12' MULTITRAIL 25' 0 25' S0' EXCHANGE h WENDYS SIGNS DESIGNED IN ACCORDANCE WTH THE CURRENT EDITION
_
Schmidt Street 5" MONOI TI IC OF THE BUILDING CODE SHOP DRAWNGS TO BE SIGNED AND SEALED BY A UCENSED
1 2 CONCRETE IHIC 2.S' 0 2.5' S' 7.5' PROFESSIONAL ENGINEER. EXCHANGE SIGN DESIGNED AND INSTALLED BY NATIONAL
T ; SEE INTERSECTION PLAN B] CS SIGNS - [phone]. WENDYS SIGN CONTACT AUSON ZASTKO AT NATIONAL
(KEYED IN)
SHEET CS-224 SIGNS - (BOO) 544-6726.
.._.... ...._...__. ..... __.____.. .._._.._-_____._
00.00' VC 100.00' VC 100.00' VC
._
HICK PONT
ELEV - 22.94
LOW
POINT ELEV = 22.47
HIGH POINT ELEV
= 2270
- HIGH-P01
T-STA---.4i+59a5-_.-___.----_
A = 41+59.15
_-._.___ .. .__._..
._-..
_._._.. _LOW"I
-p
DINT STA = 43466.63
-STA=43t66.63_
--
_.-_.____...
--
..._...__-HIGH_P0NT"STA
--P_NSTA =
-44+9476_-_...__
. 44,Z6__--
wa<.,,— -
. ..
PVT S
PA
V --�- 23.02
N ELEV = 22.39
,o
PA ELEV =
22.78
D
^ n
aa.v.w
$ n
= 166.67
+
r FINISH
GRADE
+
K 166.67
_—S
+
__ 16
K =
67 N
2
- -`--
----
"-
EXISTING
ADE
..
}y ..
r
25 ..
Z
E
z
m
W
m
m
w
TRW
m
LLJ
—
—
—
- —
--
—
I.
opr
Ri� 9�qz.
1�
.. _
_._.,... __
._... 20-
�
a
LU
FL DITCH SLOPE 0
301
0Cp
RIGHT SIDE
, - -' -'
N
Q
Z
-- `` --
-------
---
O
S
------
-------
-4
a
W
a
------
— --
-FL-DFT
_ . - .
- -
SLOPE-O-0.305 _.
_
- E- —
- ....
(77
D
L
0
o
a
----------------
---------
-----.ti p -
S1' \
15
A
CL
N
--
--
i
-
—
---
-
o
C¢0
w
P
�
_N
CL
41+00 42+00 43+00 I - — "�444!00v� I (�ATLIN�
JAN 2 5 2012 Englnee sand Scientists 2601
zzo ow Ew'�.z w,.e 1v
w�lm�.pw,, rEc zwof
RV- c�wrn.uai.un w.tw Envy-.:,u e.^:ecaslb [;,S_

A4
, OR
I P�
S 'd o ' JOIN EXISRI
E E E E E n i WLE PAVEMEI
E
E--E E E E E `E_ I CHOR I
E E E
E E E C (21.99) I
E E E E E E EX. EDP
E�—E E POWER
E E E E SUB -STATION ,
E E EE E E E E 12' MULTI -PURPOSE TRAIL i POWER
E E E L FACILITY II
E UC
Comm
e
_ VAULT
O o © LOOLO 1.70
a �� LaoLoo Loo �� L00 Lao L
,ao
��lCO SEW CLOD CLOp�LOJE�LCO � LCO �Laa —_C— IIrA,C_—_C--_C_— C —— _C___C__—C--—uc= =vE .C_
=.. vc _ '6 — _C — _ C_ 21,46
T,
f5l
UE UE VE E uE (1ryRy -
II E—VE
m A-12' 1 12' �- Curtis Road -"12 N 40+0 41+00
39+00
_j - -4 - — - �12
♦ 12' 0 2 ♦ RELOCATED WENDYS SIGN
PAD EL 21.00 m c_
♦ 12'
C E E E 12- LT
12' RELOCATED EXCHANGE SIGNE° PAD EL 2a.72
20.00 1994 18.72 / 18.57 2000 c
24' CURB & GUTTER ' O� - FL HPFL FL 18.62 4
_ ,
FL _ P
FL DITCH _ _ �F( lrCH FL DITCH— .. . .
/ FL DITCH_
—SLOPE o 0.}07 LLB ® 4.07,,, — . SLOPE ®0107. V
Y / ° 8 \ I \ \ AULT SLOPE ®0.}07. I ��-c—� 0
3 \� Po,/9°19.34 �I E� m— — — — pIN Ek C� CUr—��
14 aa,)
'L°�9lEi'4. c 4 i
i 4➢: I I A� O� FI oQ JOIN EXISTING CURB & CUTTER
II 24' CURB &CUTTER
I S
\
4I I I 24' CURB &GUTTER
� cal rr.�a,
i4? Existing Parking Area
a � 1 NOTES: �--
k
SEE SHEET C-U06 FOR NCDOT STANDARD
JOIN EXISTING CURB & GUTTER 1.
y DRAWINGS APPLICABLE TO THIS WORK.
}I e. �j� 2. SEE SHEET CS-402 FOR DRIVE WAY AND
i 3 SCHMIDT STREET PROFILES.
1 2 3
5
$- EXISTING ASPHALT PAVEMENT
o r DITCH TYPICAL SECTION i5
I
O2 EMERGENCY VEHICLE
FLOOD -� ACCESS
E, LJCHF D
L� _
$ 00000,
--G
4kh-,,°° a
. EDP o 22.19)
RY t 11 J 71i!K
--3n 3a
n
12
i ♦ '
1 :`Pi a can'
ie ♦ 42+00 12 '- REMOVE 37 LF-24' RCP ='.j r�,ytl"„fl`N
C
i F' ♦ 12' ,.
0
��jjyyyy��MCKSO,N
......MEET
�yo SI�P� �L o I ao,
�c vnmr
�r 77,
22.20 FS
12' LROSSWPLK I•R JOIN EX.
xz IXf m.R HS <. Dti
21. 0 / / 1.17 _ ..o,..a.
FS _
FS
(21.96) FS W g
JOIN EX. �, a
EEEq �E{ Z
1 a.
1 a
c 12' MULTI -PURPOSE TRAIL
I LU r
W z
co, £ F V
z Q r
r
(cnj W v1
=r' .a E� '.-•. w U
CL a as
l i l cn I a RECEIVED i <
CD CID JAN 2 5 2012 W oco co
II a
BY:
z�-+i►— T a Na m
CATLIN
20' 0 20' 40' 60' Enginmmand Scientists """" 12608098
3IOW biryf4vE s.n IQ .1!
SCALE: 1" = 20' wIminplm, Mc awo�
cav+..z.uwi.o. Ma.Iw eivl+..�v e.�.'... eaeu CC'224
5

'A
---
CA CURTIS EXISTING
ROAD CA ROAD
- JOIN
VARIES
EXISTING
GRADE
7 2
12 12 6'
6' 12'
12'
2'
- CACURTIS
E%ISPNC
12
LANE
LANE
LANE
LANE
ROAD
C/L ROAD
TURN LANE
VARIES
I
J
7'
JOIN
Q
SHOULDER
JOIN
EXISTING
GRADE
12' 12' fi
6' 12' 12'
2'
12
7'
y'
VARIES
LANE
LANE
'
••
GRADE
12'-0'
LANE
LANE
TURN LANE
SLOPE
SLOPE
JEXISTING
-
TURN
-
<
-7
_
-
-- VARIES
-
VARIES-- -
_
6.02
-.
LANE
_
_
SHOULDER
------------
_____—
—
S"
PGL- GRADE POINT
••
SLOPE
v
TYPICAL SECTION # 5 - CURTIS ROAD
__
p
VARIE
SLOPES----
VARIES —
6.oz
STA 27+78.27 — STA 28+73.27
.. SEE CROSS SECTIONS FOR
--
_
6.0%
—� --
-------__
—_
NOT TO SCALE
CROSS SLOPE.
`��
SLO'pt
_ _
—' -
PGL- GRADE POINT
CA CURTIS EXISTING
TYPICAL SECTION # 9 - CURTIS
ROAD
ROAD ROAD
- STA7+30.57
STA 35+NOT 7T0
„ SEE CROSS SECTIONS FOR
JOIN
RNC
VARIES
SCALE
CROSS SLOPE.
i o
JOIN
EMSPNG
GRADE
.-
7— t
xl
GRADE
6' 12'
12' VARIES 2'
;'iutlQ(aif• '•
12'
7'
2'
LANE
12'
LANE
6'
LANE
LANE
0'-12'
- •;
°_ i, nireer -
TURN ARE
TURN ...
LANE a
7'
4.Nc
C
SHOULDER
JOIN
a
b"
EXISTING
SLOPE
GRADE
C/L CURTIS EXISTING
—
SLOPE
VARIES —
6.09.
ROAD CA ROAD
�j
_
\`
6-Z
VARIES
-------
----------
4:1
JOIN
VARIES
'DICKSO,N
wo
E
--—
---
�`—_---
EXISTING
GRADE
6•
6' 12'
12'
VARIES 2'
PGL- GRADE POINT
12'
T
2'
12'
12.
IANE
LANE
0'-12'
�NinY1 a6.- goo
v
TYPICAL SECTION # 6 -CURTIS ROAD
LANE
LANE
TURN IANE
TURN
a
"
STA 28+73.27 — STA 30+53.27
,. SEE CROSS SECTIONS FOR
w
LANE
SHOULDER
NOT TO SCALE
CROSS SLOPE.isn"c
JOIN
CA CURTIS EXISTING
C/ ROAD
<
SLOPE
SIOPE
VARIES
GRADE
ROAD
`�
VARIES
4:1
JOIN
VARIES
_�
66-07
—_—_—_--_-_ ------
EXISTING
GRADE
6'
6' 12'
12' 12' Z'
�.�
�pE
�'
PGL- GRADE POINT
_
—_---- _
��---
°f °" N6 `"'
72'
T
2'
12'
LANE
12'
LANE
TURN
LANE
LANE
LANE
TURN
LANE
6:\
TYPICAL SECTION # 10--CURTIS. ROAD
<
7'
SHOULDER
kSTA 37+30.57=STA-38+26.991
„
SEE CROSS SECTIONS FOR
i
4te
JOIN
EXISTING
NOT TO SCALE
caoss SLOPE.
4 g
;8
(
B
a
GRADE
w
SLOPE
SLOPE
VARIES —
6.08
EXISTING C/L CURTIS
ROAD
u
VARIES
—_---_____
4:1
CA ROAD
6,p7.
--
�— ----- —----------
—
VARIES
VARIES
0
PGL- GRADE POINT
I`--_-- --
JOIN
EXISTING
6'
6' 12'
12'
..
2
�I
3
.} CL
Z
TYPICAL SECTION # 7 - CURTIS ROAD
GRADE
12'
7'
2'
12'
LANE
12'
LANE
ANE
LANE—
RN
LANE
YS
cA
Tn
STA 30+53.27 — STA 33+62.29
,. SEE CROSS SECTIONS FOR
TURN ARE
w
7
SHOULDER
}
W
-
U
NOT TO SCALE
CROSS SLOPE.
<
\'aJ
JOIN
U
Q
N
EXISTING
p
CA CURTIS
EXISTING
CA ROAD
a
,•
SLOPE
GRADE
<
W
O
ROAD
SLOPE
VARIES
—
6.0%
9
U
VARIES
VARIES
—
—_
4:7
i
4
JOIN
EXISTING
2
----- --------------
--------------
--
�
V
GRADE 12'
7' 2' 12'
12'
12'
6
6
LANE
LANE
��
-
��:\`'POPE ��'
------
PGL- GRADE POINT
\`---------
(L
d
TURN
LANE
LANE
LANE
TURN IARE
s
'
TYPICAL SECTION # 11 - CURTIS ROAD
U
7'
SHOULDER
(STA-38+26.99 — STA 40+12.42
..
SEE CROSS SECTIONS FOR
m
SJ"
'�"
EwsnNc
`� - — --
NOT TO SCALE
CROSS SLOPE.
h
ffi m
A
••
SLOPE
GRADE
N
p
SLOPE
'VARIES
-------------
VARIES —
607�
��qq��^�-�4 gg� Tla��.� �1pI-�}�
'RECEIVED ED
g p.
3
,�
----
__—
—_—_—_
�_
iV.
_ ...
NOTED
_
PGl-
GRADE POINT
t�
JA N 2 5 2012
NOTES:
SEE SHEET CS-301 FOR PAVEMENT SCHEDULE.
� CATLIN
-•`�
ROAD
1.
TO EXISTING
TYPICAL SECTION # 8 -CURTIS
HEDGING DETAIL, AND CONNECTION
Engineers and Sciencisb
9
'"" k _
STA 33+62.29 — STA 35+50.57
,. SEE CROSS SECTIONS FOR
BY:
ASPHALT PAVEMENT/PAVEMENT REPAIR DETAIL
2. SEE SHEETS CS-306A AND CS-3066 FOR TYPICAL
320 d°Oi1^'A°'O
12608106
n 151 o AY
NOT TO SCALE
CROSS SLOPE.
DITCH SECTIONS FOR GRADED DITCHES.
wummalon, Nc a4al
Nofw Fiipl�wriq f•nim c4m
/'� [�
CS-302
<wo�nV�wnun

C �
EXISTING C/L CURTIS
CA ROAD ROAD
VARIES VARIES
IT 72' 12' 12' 6' 6' 12' 12' VARIES 2'
LANE LANE GOING TE LANE LANE TURN
LANE T
JOIN ,., ISL ND a SHOULDER
EXISTING a JOIN
GRADE - - - EXISTNG
\ \ SLOPE a GRADE
6
_ VLARPES VARIES — 6.07,
6_D% __ -------------
-- a
tOP
\�T PGL- GRADE POINT �--------
i
TYPICAL SECTION # 12 - CURTIS-ROAD
L-STA 40+12.42 — STA_41+29.85/ SEE CROSS SECTIONS FOR
NOT TO SCALE CROSS SLOPE.
JOIN
EXISTING
GRADE
EXISTING C/L CURTIS
C/L ROAD ROAD
VARIES VARIES
12' 7 2' 12' 12' 6' 6' 12' 12' VARIES 2'
LANE LANE TURN CANE LANE LANE 12'-0'
URN i T
JOIN LANE 5 SHOULDER
EXISTING 'd JOIN
GRADE
EXISTING
SLOPE GRADE
a
SLOPE VARIES
VARIES 6.07.
-------------- — 4:1
\G'1 PGL- GRADE POINT -- — — — — —
—
TYPICAL SECTION # 13 - CURTIS ROAD
VSTA 41+29:85 = STA-42+16:66- SEE CROSS SECTIONS FOR
NOT TO SCALE CROSS SLOPE.
3 JOIN
EXISTING
GRADE
EXISTING CA CURTIS
C/L ROAD ROAD
VARIES
12' 7' 2' 12' 12' 6' 6' 12' 12' 1 2'
LANE LANE TURN 4ANE LANE LANE
JOIN
EXISTING a SHOULDER JOIN
GRADE �' EXSTING
a " SLOPE GRADE
S4z
LOPE VARIES —
\ —VARIES b
PGL- GRADE POINT
TYPICAL SECTION # 14 - CURTIS ROAD
STA 42+16.66 - STA 45+32.25 „ SEE CROSS SECTIONS FOR
(� NOT TO SCALE CROSS SLOPE.
Y '
EXISTNG C/L CURTIS
CA ROAD ROAD
VARIES VARIES
'ARIES 12' 6' 6' 12' 1 12' 2'
12'-2' LANE TURN ANE LANE LANE
TAPER
LANE SHOULDER
S O
SLOPE VARIES
— 6. 07,
VARIES
PGL- GRADE POINT
iYPICAL SECTION # 15 - CURTIS ROAD
STA 45+32.25 - STA 49+33.75 SEE CROSS SECTWS FOR
NOT TO SCALE CROSS SLOPE,
VARIES
2 _0
TAPE
LANE
a
EXISTING CA CURTIS
CA ROAD ROADRIE VAS VARIES
12' 6' VARIES VARIES VARIES
NO�rn1�:
JOIN ;•"r+
EXISTING
GRADE
D
x
LANE 6'-3' 12'-11' 12'-11'
R
Q
z
E
LANE LANE
c 7'
3 Q
�
SHOULDER
TURN ANE J JOIN
rig G
6
W
W
EXISTING
GRADE
pyyp
`�
SLOPE
SLOPE
VARIES — 6.py
_ VARIES
808080
b
3 a
D
411
__
Tn
O
PCL- GRADE POINT
LU
1-
TYPICAL SECTION #116 - CURTIS ROAD
Z
v
N
STA 49+33.75 - STA 50+12.37 ,. SEE CROSS SECTIONS FOR
5
NOT TO SCALE CROSS SLOPE.
o
cc
LLJ
a
0
LL
C7
v
RECEIVED
w
JAN 2 5 2012
K ED
m
g co
BY:
N
NOTES:
g
g a-
l. SEE SHEET CS-301 FOR PAVEMENT SCHEDULE,
3
AS NOTED
HEDGING DETAIL, AND CONNECTION TO EXISTING
ASPHALT PAVEMENT/PAVEMENT REPAIR DETAIL
2. SEE SHEETS CS-306A AND CS-306B FOR TYPICAL 1•� CATLIN
DITCH SECTIONS FOR GRADED DITCHES.
Engineers and Scientists 126081
zm OW Gwi,m d Im a
wamfnplm. Ncgun CS''rj
.t cavwn,t:a.��wro<pvu..nve,�'.�c<ue
1 2 3 4 5

z
J
•+
8TH STREET
a
CA
SIN STREET 6' 1 12' 72' 6' 8'
-
LANE LANE
6' 1 12' 12' 6' 8' I
LANE
LANE
I
JOIN
JOIN
„
JOIN
I EXISTING-
—
„
GRADE
JOIN
EXISTING
SLOPE SLOPE
/
F�
-
EXISTING
GRADE
6— % _ VARIES VARIES — 5.0%
U
JOIN
EXISPNG
SLOPE
_
SLOPE
GRADE
- -
---.-- ----- — ----
J
3\� -
--- ---
GRADE
6— py _ VARIES
VARIES — 6.Oi
�—
PGL- GRADE POINT
X
-----
T
-----
p qN
a
£
,—
PCL- cRAOE PaNT
TYPICAL SECTION # 32 — A STREET
STA 10+39.83 — STA 14+25.04
TYPICAL SECTION #
29 — 8TH STREET
NOT TO SCALE SEE CROSS SECTIONS FOR
Ir/,
STA 0+00.00
— STA 3+42.39
CROSS SLOPE.
NOT TO SCALE .. SEE CROSS SECTIONS FOR
CROSS SLOPE.
CA
IOTH STREET
W
upV;; C
CA
6' 12' 12' 6' 8.
IOTH STREET LANE LANE
6'
��.
6' 12'
LANE
12*
LANE
JOIN
EXISTING
= s;a l F
EXISTING
SLOPE SLOPE
GRADE
JON
GRADE
6.OX VARIES VARIES — 6.0%
-
JOIN
EXISTING
-� �- _-Q _
----- -----
GRADE _
EXISTING SLOPE SLOPE �,
GRADE
6- py -- VARIES
VARIES — 6.Oy
PGL- GRADE POINT
�j
_
iDICKSON
.a*
TYPICAL SEC110N # 33 — 2ND STREET«•«
_—
PC -GRADE PONT
STA 14+25.04 — STA 16+13.03
i9Y .
TYPICAL SECTION
30 — 10TH STREET
NOT TO SCALE „ SEE CROSS SECTIONS FOR
#
ceoss SLOPE.
STA 0+00.00 — STA 3+42.25
NOT TO SCALE .. SEE CROSS SECTIONS FOR
NOTE:
CROSS SLOPE.
FOR MULTI -USE PATH ALONG CAMPBEL
72'-0' STREET EXTENSION, SEE CROSS SECTIONS
2._0.
2•-0• SHEET C-363 FOR CROSS SLOPE.
CA
n — —
IITH STREET
11/2' ASPHALT CONCRETE SURFACE
8'
COURSE AT AN AVERAGE RATE OF 165 LBS.
6' 72'
72' 6'
PER SO. YD. PER I' DEPTH.
�yw
LANE
LANE
6' AGGREGATE BASE COURSE
GCR
E
g
JOIN
2x PGL- GRADE POINT
MIN. E
W
LU
JOIN
„
EXISTING
GRADE
MIN. �— 2% SLOPE
4
u
c
EXISPNG
GRADE
SLOPE
SLOPE
VARIES
�V,
.A..._...r.,... ... .F....�...,..... �.....«. .<»..
Q
a
6.0% — VARIES
— 6.0%
N
..
.
Doi
-
,
- -
_-�
PGL- CRAOE POINT
�—COMPACTED
SUBGRADE
W
U
-
TYPICAL SECTION
31 — 111H STREET���'ZD—
TYPICAL SECTION # 34 — MULTi USE PATH
C
w
STA 0+00.00
—STA 1+80.63
NOT TO SCALE
JAN 2 5 2012*
NOT TO
SCALE .. SEE CROSS SECTIONS FOR
o
iw.7
Of
CROSS SLOPE.
BY'���
uj
2' ASPHALT CONCRETE SURFACE COURSE
c
AT AN AVERAGE RATE OF 165 LOS.
PER SO.
d
d
YD. PER 1' DEPTH.
2
NOTES:
£
w
1. SEE SHEET CS-301 FOR PAVEMENT SCHEDULE
6AGGREGATE BASE COURSE
NOTES:
U
WEDGING DETAIL, AND CONNECTION TO EXISTING
POINT OF FINISHED GRADE
1. IF EXISTING DRIVEWAY IS ASPHALT, REFUGE IN KING
Qp
ASPHALT PAVEMENT/PAVEMENT REPAIR DETAIL
,)•.
J
PER DETAIL
W l
o OmD
2. SEE SHEETS CS-306A AND CS-306B FOR TYPICAL
VARIES VARIES
AVE
2. IF EXISTING DRIVEWAY IS GRAVEL AND PROPOSED
IF E RI
`A (D
cV
DITCH SECTIONS FOR GRADED DITCHES.
— —
P. REPLACE IN KIND
GRADE LESS THAN
i
PER DETAIL, BUT REPLACE 2' SURFACE WEARING
g y
d
COURSE WITH 2' CRUSHER RUN AGGREGATE.
A$ NOTE➢
SECTION # 35 — DRIVEWAYS
CATLINNOT
➢9lTYPICAL
TO SCALE
Engineers and Scientistsj2608110ncd
!CS-306
NI,n d111Wlmnybq NC ]H0{
t..— wa W Enai�+...e 3,1... C4US
1
2
3
4
5

r
L

C
JOIN EXISTING
GRADE
E
e
a
6
Et
0
xB
5
FRI
I I L
VARIES VARIES 2'-0' 7'-0'
SEE CROSS SEE CROSS
SECTIONS SECTIONS
JOIN EASTING
GRADE
D WIN.
GRASS SCALE
FL ELEVATION
SEE CROSS SECTIONS
TYPICAL DITCH SECTION n
NOT TO SCALE
VARIES 3-0 VARIES VARIES 2'-0' 7'-0'
SEE CROSS SEE CROSS
SECTIONS SECTIONS
2%
MIN.
_. 6:1 ROPE
6:1
\—GRASS SCALE
FL ELEVATION
SEE CROSS SECTIONS
TYPICAL DITCH SECTION 2
NOT TO SCALE G
VARIES VARIES
SEE CROSS SEE CROSS
SECTIONS SECTIONS
9' SHOULDER� JOIN EXISTING
GRADE
6S
GRASS SCALE
FL ELEVATION
SEE CROSS SECTIONS
TYPICAL DITCH SECTION
NOT TO SCALE
1
2
F9' SHOULDER
1%
9' SHOULDER
VARIES
SEE CROSS
SECTIONS
VARIES
SEE CROSS
SECTIONS
SEE CROSS SECTIONS
TYPICAL DITCH SECTION
NOT TO SCALE ~
F9' SHOULDER
9' SHOULDER
6%
6x
I T ---OPP
-
D
a
Nft""-4c
l t PJ3YlQ1.a�c�':
i n�• -
.4.ryL=. C
GRASS SWALE
FL ELEVATION
SEE DRAINAGE PLANS
TYPICAL DITCH SECTION
NOT TO SCALE 5
eo 4,P
B
in
w
�
W �
d
VARIES
SEE CROSS
Cn
ZO
SECTIONS
Cn
9' SHOULDER
U
Lu
U
w
Q
N
6%
¢
Cr
W
u
\ :.CEIVET)
GRASS SCALE JAN 2 5 2012
a
Q
a
FL ELEVATION
U
SEE DRAINAGE PUNS
BY:
Co
A
Co
Cli
TYPICAL DITCH SECTION
a
V
A5 NOTED
NOT TO SCALE
CATLIN
pAltl
.. ` jy60811T
12
Engincen and Scientists
220 Otl bIry PnE
srvtn y
Wilminplm, M<1M0�
cvp>,nu•.nv.. narw[iv'rwMv�.sc<w
CS-306A

0
0

L
9' SHOULDER
12'
6%
6x
SEGMENTAL CONCRETE
BLOCK RETAINING WALL
9' SHOULDER
V
SEE CROSS
SECTIONS
VARIES VARIES
iEE CROSS SEE CROSS
SECTIONS SECTIONS
\—GRASS SCALE
R ELEVATION
SEE CROSS SECTIONS
TYPICAL DITCH SECTION n
NOT TO SCALE 7
SEE CROSS
SECTIONS
4\ SLOPE
VARIES
SEE CROSS
SECTIONS
\—GRASS SWALE
R ELEVATION
SEE CROSS SECTIONS
TYPICAL DITCH SECTION n
NOT TO SCALE 0
VARIES
SEE CROSS
SECTIONS
VARIES VARIES
SEE CROSS SEE CROSS
SECTIONS SECTIONS
TYPICAL DITCH SECTION %1
NOT TO SCALE
GRASS SWALE
-EVARON
CROSS SECTIONS
VARIES VARIES
VARIES
6%
SEE CROSS SEE CROSS
SEE CROSS
SECTIONS SECTIONS
SECTIONS
JOIN EXISTING
D
GRADE
.—_ - 12'SHOULDER -
--
4.-1 SLOPE
3 f
a
\
SEGMENTAL CONCRETE
GRASS SWALE
BLOCK RETAINING WALL
R ELEVATION
SEE CROSS SECTIONS
TYPICAL DITCH SECTION
NA : ". C
Ill
NOT TO SCALE
3
joPyYY4q':.
BOTTOM
- <-iueG(a`g\ e
� � \
_
GRASS SWALE
R ELEVATION
WDICKSOIN
SEE DRAINAGE PLANS
s.m
wW.)
TYPICAL DITCH SECTION
n
M t:u'
NOT TO SCALE CC-120, CG-122
DITCH TYPICAL SECTION SUMMARY
ROADWAY
BEGIN STATION
END STATION
LEFT OR RIGHT
DITCH TYPICAL
CURTIS ROAD
12H10
40s50
LEFT
I
42H10
51s50
LEFT
2
29-00
38,50
RIGHT
3
39F50
41�00
RIGHT
3
42s00
51]50
RIGHT
3
CAMPBELL STREET EXT.
0+50
3+50
LEFT
3
6+50
8400
LEFT
6
11.00
17]00
LEFT
3
0+50
2]50
RIGHT
3
6400
17.50
RIGHT
3
EE CHURCH STRFEXT.
10✓50
12d0
LEFT
7
15�A
17400
LEFT
7
23 00
26-00
LEFT
3
26H10
38-50
LEFT
4
39H10
41.38
LEFT
4
41+38
42�00
LEFT
8
43-00
44-00
LEFT
8
47s50
5"0
LEFT
4
59s50
62-72.50
LEFT
4
1m0
11]50
RIGHT
3
19-00
21]50
RIGHT
7
21 ]50
23H10
RIGHT
3
23✓,s0
25-25
RIGHT
J
25+25
27+90
RIGHT
8
27-90
32s50
RIGHT
4
32]50
41+25
RIGHT
9
41@5
46N5
RIGHT
10
47H10
62+72.50
RIGHT
4
IITH STREET EXT.
0+50
2s00
LEFT
4
0+50
2]00
RIGHT
4
LOTH STREET EXT.
0✓�0
3H10
LEFT
4
0]50
3400
RIGHT
4
BTH STREET E#.
0]50
3-00
LEFT
4
0+50
3]00
RIGHT
4
A STREET12N0 STREET
11s50
16H10
RIGHT
/
OUTFALL DITCH-CCAND CG722
NIA
NIA
NIA
17
R
= Gn
B
LU
O
W
N
Cn
CnILL
o
Z
0
<
U
Q
N
Z
F
a
cr
LL
O
u
f
—
IL
RECEIVED
a
o
JAN 2 5 201'2
k
K Co
a-
o
A
N
3Y:
$
i
a
AS NOTED
= ` CATLINFr.q
Rnf;
Engineersand Scientists220
OI4 dlry PnO.

e

nlE x>uL a�Pml«t>\ n......uq\zm OJt` NL\CAD\zotMtb IINo\a.q\c5]Ol a.q uiWT x E: CS-Jtz PLOIIEO. FrW, Jonumy u. 201Inm O$ER: iro>ci
D I c I n
io
� o e
O
SEE SECTION BELOW RIGHT
FOR CONTINUATION
o
J
O
O
A I I
s I I I I
s s
I I i I
0
� I I
I I
SEE SECTION ABOVE LEFT
FOR CONTINUATION
m
l-z i I
�aza1�
Y A 1�1
P g urunrxr a mE w.w w.vn P.nma ova ca.wn o$ a 2 y 3
9 R R MID ATLANTIC
� .mwox wu> .wa - an, SIJiD> '.�•,,• �•
(n B $ P MMINE CORPS BASE CAMP LEJEUNE. N.C. q R A to �7s� ."r•�E pi- „
w o P1268B CAMP GEIGER ACCESS UPGRADES
CURTIS ROAD CROSS SECTIONS I S `"s ? '-Z
D J3 n

a
39 T 00 65.00- R / ELEV 21.00 81.47' R / ELEV 20.26
CL CURTIS ROAD 24
o<
w=
D
----
---
— —
----
20
FS
_ _
—
---
--
y O
)0 ON 20 - 40 60 - -- 80
y
� ELEV. 20.00
6
39+00
CL CURTIS ROAD
�,
24
-
Y
o=
A,
20
'
N O
-60 -40 -20 0 20 W
..........
N
:.' A CM'•••r�
38+50 67.60' R / ELEV 21.00 79.60' R / ELEV 21.00 88.14' R / EEEV 20.41
CL CURTIS ROAD 24
oR 4np° "%°'4t n r
c
Mil
o<
m
—
EXCHANGE SIGN
— — _
F
— — —
—g
— —
20
�j�yK
F5 T
IDICKSO,N
20 a0 80N
w . eo'
��jsYole� '.zao
38+50
CL CURBS ROAD
24
Wj F
<
20
� OV I . I.. mf
-40 -20 0 20
HELEV.18.60
..w>.b.
twla
38+00
E
4
3
w
CL CURBS ROAD 24
Y
p
Q
0.
---
---
U--
20
j
o
w$
NO
N
20 40 60 ELEV. 19.70 80
Y
W
a
38+00
cc
&
CL CURDS ROAD
D
L
LL
24
o7
— —
---
----
—
���
75.C'�v4s�
a
Ln
zD
V
40 20 °� 20 JAN 2 5 2012
m
U
EEv. 1e°is
H 00
A
(D
BY:
a
AS NOTED
5' 0 5' 10' 15'
I" = 5' HORI2. CATLIN"-
a>siv
5' 0 5' 10' 15' En9iaeers and Scientists
12608124
I" = 5' VERT. zxa as mrvrm.e
1.9 w Mg
Wilmirp(wy XC iHOa
C"_318
1 2 3 4 5

RlE NAMC M:\Grojl'l Mo---y\2U100150. WL\40\201WIW-_ D\6r9\CSM74.9 LAY Wi N.ME. a-319 FwIIER fnecr. 1"Uary u. xo•ncm USEN', Imyal
D. A
N
n
D
O
i O
o n�1
0
o0
o
m®
J
U
O
S O
g
Iy�
N
<
a
o
F
l�
O O
£
n
$
9
y R
A em
ofnrmlEln Of nC INW 7 EKi116 o,orELurG CC'YlYO
MID ATLANTIC
4
)
R KU
5
8
9
`�
6�
(n
� ^'�
d
Tn
MARINE CORPS BASE CHAP LFJEUNE, N.C.
� k
�
� i
�
^
£` A
m„�^ � 1
E
W
e m
00
o
P1268B CAMP GEIGER ACCESS UPGRADES
ping
CD
a "'
CURTIS ROAD CROSS SECTIONS
y ear?
°Z
4
D ICJ
C7

e
I
I

111
mI
CURTIS ROAD
to
S. L
�9
Qa
38+26.95
T. 44' R
5' MONOLITHIC
CONCRETE ISLAND
(KEYED IN)
CONCRETE ISLAND
CURTIS ROAD STA 37+77.45
SCALE: 1' = 10' CS-205
2.00'
STA: 3+03.74
12.00'
OFFSET: SD' L
5' MONOLITHIC
CONCRETE
90 ISLAND (KEYED
b IN)
R=2'
12.00'cc
Ra S
H
o
R=2'
n
J
W
IL
IL
12.00'
�yKL
S.
R=2
Q
r
CONCRETE ISLAND
CAMPBELL STREET EXT. STA 3+38.29
SCALE: I' = 10' CS-219 3
U
CURTIS ROAD
17 oo'
12.00'
STA: 42+16.63
OFFSET: 32' R
5' MONOLTTHIC
CONCRETE ISLAND
(KEYED IN)
CONCRETE ISLAND
CURTIS ROAD STA 41 +47.32 n
SCALE: I' = 10' CS-205
R=3'
5' MONOLITHIC
CONCRETE ISLAND
(KEYED IN)
R=35'
9�
r.R.
g
\.
R-2
CONCRETE ISLAND
CAMPBELL STREET EXT. STA 5+29.78
SCALE: 1' = 10' CS-219 Y
JAN 2 5 2012
BY:
NOTES:
I, DIMENSIONS AND RADII ARE MEASURED TO
FACE OF CURB UNLESS OTHERNSE NOTED.
N
10' 0 10' 20' 30'
SCALE: 1' = 10'
Ili
NP^"".71IC
sc•f -
C
WDI&S014
„.0
.c �ci.x
E
g=
U
0
.
�
a
�
N
CD
Cn
o
U
U
Q
Z
CC
a
Ln
w
u
(}
U
d
O
U
U
m
00
8
5
a
CATLIN
Engineers and Scientists
"" j 2601
xxoW din w d
W ilmiiplpnW 2MG5
Cupanb Gaimnlb la fn0liwwig lfnitw c.w
CSC:

32
28
24
20
32
28
24
20
32
28
24
20
STA 37+77.45
CL CURTIS ROAD
42'
14.6'
I
i
�
o
FINISH GRADE
F
J
z
-2.005
.m
0
20 40 ov -10 Kt
INV. El. 19.62
EXISTING DRIVEWAY
CURTIS ROAD STA 37+77.45
(LOOKING EAST)
SCALE: 1" = 5' HORIZ. & VERL
STA 27+70.54
CL CHURCH STREET EXTENSION
12' i 2' 1 5' 1 5' _ 1 B'
i
z
3
FINISH GRADE
�
�
�
i
J
EXISTING CL DRIVEWAY
N
6_00%
3.80E
0 20 w
EXISTING DRIVEWAY
CHURCH STREET EXT. STA 27+70.54
(LOOKING NORTH)
SCALE: 1" = 5' HORIZ. & VERT.
STA 37+35.34
CL CHURCH STREET EXTENSION
12' i 2' 5' 15' _ 1 _ 6' _I
32
0
N
28
F5
24
z
20 LS
�
�
H
o
u
FINISH GRADE
6
r EXISTING CL
z
-2.00E
-2.00%
-4.00E
-440E
32
28
24
20
0 20 w
9TH STREET PROFILE
CHURCH STREET EXT. STA 37+35.34 NOTES:
I. SEE SHEET CS-301 FOR ROADWAY AND DRIVEWAY TYPICAL
(LOOKING NORTH) AND PAVEMENT SECTIONS.
SCALE: 1" = 5' HORIZ. & VERT.
32
28
EXISTING CL
DRIVEWAY
24
20
LOW POINT ELE
om
I = 2212
LOW POINT STA
= 0+51.57
... ...PM.STA =
+45.10 .. ..
_. .. ..
PM ElEV =
22.04
.. A.O. _
.80 - ..._._
..
. „ K,= 1073
..
_..
30 3o.00'
8
z
N
N
25 0
e
0.80E
20
15 ---
—
-
10
LOOM.
NP-f;Ta .
A
a�!
cF�e` LM yZ' C
EXISTING CL
DRIVEWAY
a
c7 U
J
Tn
w
r 0
W
C5
Q
a
r
F-
a
p
�
Cr
W
0
>
K
p
p
W
0
d
S
U
1+00 K Co
Co
SCHMIDT STREET PROFILE $8 0 `O
�j��-jj �f—�CCALE:—r 25 HORIL Q a
"�W
JAN 2 5 2012 CATLINEngineers and Scientists

9
a�
C
O
a
19
0
0
U
U
0
d
m
u;
Z
W
LEGEND
PROPOSED EXCHANGE STORMWATER BOUNDARY
IMPERVIOUS AREA ADDED TO STORMWATER BOUNDARY
PROPOSED EXCHANGE STORMWATER BOUNDARY AREA: 313,156 SF = 7.19 ACRES
IMPERVIOUS AREA REMOVED FROM STORMWATER BOUNDARY:
1740 SF
262 SF
140 SF
123 SF
5705 SF
TOTAL: 7970 SF
IMPERVIOUS AREA ADDED TO STORMWATER BOUNDARY:
5252
SF
460
SF
837
SF
1419
SF
2 SF
TOTAL: 7970
SF
NOTE: SEE PAGE 3 FOR PROPOSED EXCHANGE STORMWATER BOUNDARY TABLE INFORMATION
40' 0 40' 80' 120'
SCALE: 1" = 25' HORIZ
C9KpOCee LICMYUt9 MQ.. �OC.M'IQklMt {�i 8�{r
I
9
�frH R{t1 fT1{.
i q
7 S
Ern
�D CKSON
community infrastructure consultants
909 MARKET STREET
WLMINGTON, NC 28401
[phone]
NC IJCENSE NO. F-0374
1 FOR CMWN n WFAC i
SATIGFACM TO WE
DES DLF I ORN NS CHK Dff
PM/DM»
BRANCH WNAGER
CHIEF ENG/ARCH
«XX>>
w
W
O O
LL!l
SCALE: �'
EPROJECT NO.:
CONSTR. CONTR. NO
v!
W
0
C3
'v'^!
v!
UI
U
W
CD
W
U
W
CO
N
T
NAVFAC DRAWING NO.
a
Z
W
w
Q
Of
0
w
z
Q
x
w
0
w
V)
O
of
0-
SHEET # OF
2
ORMFUNII RM M 10 MMW 790Y
I
0

M
1

I
I
LEGEND
EXISTING EXCHANGE STORMWATER BOUNDARY
IMPERVIOUS AREA REMOVED FROM STORMWATER BOUNDARY
IMPERVIOUS AREA ADDED TO STORMWATER BOUNDARY
EXISTING EXCHANGE STORMWATER BOUNDARY AREA: 313,156 SF = 7.19 ACRES
IMPERVIOUS AREA REMOVED FROM STORMWATER BOUNDARY:
1740 SF
262 SF
140 SF
123 SF
5705 SF
TOTAL: 7970 SF
IMPERVIOUS AREA ADDED TO STORMWATER BOUNDARY:
5252 SF
460 SF
837 SF
1419 SF
2 SF
TOTAL: 7970 SF
LINE TABLE
LINE
LENGTH
BEARING
L1
398.08
S8718'17law
L2
88.21
S03'33'41 "E
L3
122.92
S02'58'43"E
L4
56.68
SO0'28'22"E
L5
83.75
S02'04'12"E
L6
117.45
S02040'19"E
L7
102.17
N87'32'30"E
L8
162.17
S02'07'18"E
L9
19.31
S89016'07"W
L10
34.90
S00010'47"W
L11
28.27
S11'25'41 "E
L12
75.76
S63'20'05"E
L13
50.47
S27056'38"W
Ll 41
43.47
S59'33'23"E
Ll 51
21.83
S31'08'51 "W
L16
20.24
S13'12'55"W
L17
22.72
S13'47'32"E
L18
21.69
S48'34'53"E
L19
20.23
S62053'35"E
L20
31.06
S58'32'01 "E
L21
49.56
S45'24'08"E
L22
19.21
S48'13'27"E
L23
31.64
S45031'55"E
L24
101.64
S67'50'45"E
L25
40.29
N1757'37"E
L26
143.86
NO3'37'00"E
L27
493.87
NO2'09'56"W
L28
199.21
NO2'08'18"W
L29
142.62
N04'25' W"W
40' 0 40' 80' 120' I
SCALE: 1" = 25' HORIZ
9
SEAL
�D CKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
NC LICENSE NO. F-0374
WE xao
PPPROVIT
ig
i
semi To BA7�_
DES M DRW CHK
BRANCH MNAGER -
CHIEF ENG/ARCH
U>>
G
n
W
W
0
}
wW
J
Q
cl
z
v
a
Z
0
V
=
m
Cl)
W_
FLLJ
Q
z
U
Q
o
CC
o
W
N
C3
LLJ
W
Z
i�
_
CL
X
LLI
Q
w
m
A
U
Z
fn
N�
CD
v
t0
CV
V
w
w
o
a
SCALE: AS
EPROJECT NO.:
CONSTR. CONTR. NO-
NAVFAC
wlkwyIy'.WIN SHEET OF
fovsitlti� BatvlCes C.0668 1
BAIAFVRM Atom t0 MACH am
0
M
0

CIVIL SHEET INDEX
C-000 COVER SHEET
C-001 EXISTING SITE PLAN
CD-110 SITE DEMOLITION PLAN
C-110
SITE GEOMETRY PLAN
C-120
SITE UTILITIES PLAN
C-130
GRADING, DRAINAGE
& EROSION
CONTROL PLAN
C-131
PRE —DEVELOPMENT
DRAINAGE DIVIDES
PLAN
C-132
POST —DEVELOPMENT
DRAINAGE
DIVIDES PLAN
C-510
SITE DETAILS
C-530
GRADING, DRAINAGE
& EROSION
CONTROL DETAILS
C-531
GRADING, DRAINAGE
& EROSION
CONTROL DETAILS
C-532
GRADING, DRAINAGE
& EROSION
CONTROL DETAILS
C-540
STORMWATER POLLUTION
PREVENTION PLAN
ARCHITECTS AND ENGINEERS
ENGINEERING PLANS FOR
EXCHANGE FD40VATIONS
MCAS
NEW RIVER, NORTHICAAROLIM
NORTH
SITE
SCHMIDT A
In
o-
C)
WHITE
VICINIT\' MAP
N.T.S.
CIVIL
ENGINEERING LEGEND
EXISTING
PROPOSED
DESCRIPTION
-- -
- -
PROPERTY LINE
- -
RIGHT-OF-WAY LINE
-
CENTERLINE
-
---
SECTION,TOWNSHIP,RANGE LINE
-x-x-x-
FENCE
RETAINING WALL
®
.___......__._:
BUILDING
PAVEMENT LINE , SIDEWALK LINE
CURB , CURB AND GUTTER
25.50
SPOT ELEVATIONS
25
CONTOURS
--
SA
SANITARY SEWER /CLEAN OUT
E -
ST
STORM SEWER
- W
DOMESTIC WATER
-
F
FIRE MAIN
-
G
GAS MAIN
FM
FORCE MAIN
UE
UNDERGROUND ELECTRIC
-
OHE
OVERHEAD ELECTRIC
UT
UNDERGROUND TELEPHONE
OT
OVERHEAD TELEPHONE
-
UD
UNDERDRAIN
FIRE HYDRANT
iM
DOUBLE CHECK VALVE ASSEMBLY
RD�
RED.PRESSURE BACKFLOW PREVENTER
F-
POST INDICATOR VALVE
VALVE
--
VALVE & BOX
MANHOLE
-
SPRINKLER RISER
----
WATER METER
PHONE/POWER POLE
INLET
-�
FLARED END
MITERED END
FLUME
- --
ENDWALLS
CONTROL STRUCTURE
f
QQ P.P.
POWER POLE
LIGHT STANDARD (LIGHT POLE)
m
TRANSFORMER
O
VAULTS
S-t
DRAINAGE STRUCTURE
S-7
SANITARY SEWER STRUCTURE
SECTION CUT
DETAIL REFERENCE
CURVE NUMBER
SITE DATA
OWNER/DEVELOPER
FMWRC NAF CONTRACTING DIRECTORATE
4700 KING ST, 5TH FLOOR
ALEXANDRIA, VA 22302
[phone]
ARCHITECT/ENGINEER
THE HASKELL COMPANY
ARCHITECTS AND ENGINEERS
111 RIVERSIDE AVENUE
JACKSONVILLE, FLORIDA 32202
[phone]
SURVEYORS
JOHNNY J. WILLIAMS
P.O. BOX 778
LAND SURVEYING, P.C.
BEULAVILLE, N.C. 28518
[phone]
APPROVED L`''�'
NORTH CAPAINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUal"
`6 3
NCDENR RESUB #2
NORTH
DIVISION OF WA cr
03/06/08

N
0
0
a
E
DO
m
0
LIJ
d
E
O
m
e6
CID
0
N
ui
0
0
0
0
I
U
hi
E
0
z
J
m
3
v
0
0
1
U
N
O
0
0
0
CD
O
0
0
O
O
J SITE BENCHMARK
NORTH = 358,188.82
EAST = 2,463,267.60
MANHOLE MANHOLE ELEV. = 22.74'
>1 STOP _ 2211• TO '- 20.88 rL1' C//��CH BASIN
WHITE 5 `7 II�= 16. 7L yq r TOP - 21.46 22-
40'�ry'�' INV. = 17.26 -_ T 121 'O' _21_ Ay�uv. �3L9A3
MANHOLE CO �M1J 9 _ _�i�
TOP = 2259 ��, ,\6 �1. T �21 '�' \ 24" RCP 1- J
INV.= 18.59 �� n�6 �_ _ = C - 19 ,,�,^. 24 RC VALVE 22�-�
O ' WWL�AN
1 METER /
WATER
44
INV. = 17.2 �' '��' / 7E E MAN ^ �` \-
V C N T Y SKETCH _ -I ®"22 DUTS
-21- �O /'CLEAN \ 36'' �.GTRIG 1- p
OUT J �`� �i Box D
°b �.
NOT TO SCALE
( ) \/ N N9 x a o _ c 2 MOLE
0 \ / 7 a iw III ry co �P?6.34 �h ��00 oO oAN �0 �1" l SSS
p a a '6 CON 06r'J I CCOONC/
o OUT N
UTN " ` % rL"J "H: CURB & PBO%
O E I \ I
\ GUTTER 1
Cb o0
��
J 6 SECURITY
EBX 10&3' II 1 ! �� `L1 ry�� Ip 61 +LIGHT
O
sCURITY SIGN `tit ,y`l; `tiry �ry
II BUILDING N0. `y � \ II ^� ,�`L O O� LIGHTG y
AS4044 �^ ^ '�� �/o �o o°` TELEPHONE `y1
."i < I rl L 1 `L�. `L 21, BOX
FFE = 23.80 x
ASP \` 'S
N.C. GRID NORTH (NAD 1983-2007 ADJUSTMENT) / / ❑ o Q J ASPHALTCURB
II LT
/ N
io&S ti II I GO RB
GUTTE
bi` 6
RYER VENT �_ SEGHRIT
/ONI OWN D.`L 12" RCP -�- NANO
PIPIfI LOCATION �L \ i-DROP INLET
II I P q$pHALT I G30 \
\ C CRETE WALKWAY �/ INV. = 20.8�55 k L) ry J �O' �p 1 O SI N
SECURITY E�
O 180.4' DROP INLET UGHT*II ^j O'er
\ / OCK CHECK 1 'b TOP = 23.61' ASPHALT PIPE 1 ,.1 rti ,y"
\/ O DAM \ h b IT \ BULLARDS \ ti O ry
\ � INV. = 20.72' ( y
ounN `L�' II < cy c, �5 0�' �O^,r I ^N' / 2
\ �r06` 400 I z I C ORB �lcu UTTER
^
ASPHALT II I a I m p SECURITY
��
LOADINDOCKG II l I b p'ti O O i h1I L
BOIX 1 I r1r� II ��R.� a �p 1 �p n SPHALO� 10 I SIGN
+ c
0 10 CLEAN
MANHOLE I I CONC. `PHALT I o5 3' 10 ,0 1q I /
��9-7 TOP = 2233 1 WI
�/ KEG BUILDING N0. II , INV. = 1510 0-
��,7 STORAG� A54040 y \ I 7.7' 7.0' K 3' 111 cuv
`� m o 3 Z n } 9h I WIRES
FFE = 23.83 { r7 Y 1 1 I "g q`1' ,�0 / hh 0 a \ s• a o a z oD 'yam
O REEZER �- w m \ �c z II
1`b 1 II II < 0 p 7 0 I 3.4' Z
C� 1 ,K ro cOi '7�`C b'� " g`ti
b 1h / LEAN ti ��' �� ry (� \ �p GU� o UTILI
/ ry0 0 OUT II I I \ \ HAL1 O. a ,\%RES '� I POLT
/ CONCRETE P ING AREA O. O(7 N ti SIGN o I \
1 V j
/
LOADING II ASPHALT I + 9.0'
DOCK ASPHALT � , CLEAN
m
/^ /'�E` 10 k�0 81.0 II II Iw y. /AI ANHOLE MANHOLE SIGN OUT '�� i0 p6 CLAN �j TOP = 21.08' TOP = 21.09'
OUT MANHOLE ryr, II �EOTHSE \ O O INV.--M1,S14.90' INV =1Z2O
0/ TOP = 21.65 0 O" , � �' O'
CK CHECK 1�. I 1 6 . o O O 0 (y 0 N I LIGHT SECURITY
_ INV. = 75. DAM UTILITY 1 INV. = 13. e o o e e e O� w i1
'�J' ELECTRIC `i- `l. PHALT 1
36"CmP -10�' � `L III
5 22, SECURITY rl, �O FIRE UTI�1' BOLLARD ARD IPE B p�. ^ �'8 �' PHONE PANEL :�� ELECTRIC ,\�{ L
\ LIGHT# I °.dECURI
\NC. J 14j 1 �O O� 10. HYDRANT ,\Pe3LE o ti '� rye. Ih UTILI BOX / SOX
�1� `- V LIGHT 'gyp I S, '`�O
:�OJ� P6 y� SHALT DRIVEWAY ,00 ®J UTILITY POLE g UTILIT METER ,% 6� OHUL
WALL I 10" O O '�� ND ��lJ, r1, _�1' �. O � 1 j , �1)' `)'
\ \� CP 0 J V'O �p /�,�� '�0 '�O PI o SIGNe �L�' njO POLE \ 104J O1� OLEA �1 gyp. POLE �O' �O. CONCRETE �? rl �
1 5 / 20 BOLLppp PI `y6 / `ti `ti ry _
2 _JUNCTION 80 = o= = h0 36 CMP __ , PHO /Ll' p -_ 8 �- -19 '- ��O ��i I U 0
\ TOP _ 17 -_ �p UTILITY �}y� /�q', 1 43
O. - O' POLE ^�ry`b'Oj�OLLACiGX_/1� MAN L 20.56 p r.C1 `�-1�5-17 �y-4J-_ r=-i653'_/ Ob T WPL OH ti 1
1 INV. 14. C. PEDE AL I,L,11�o �� 1 I -� _ I \
�p UY 10ti = 15.51 �:\. A�. PL �\4J
FIBER RES ELEC. 36" CMP 0. ER OPTIC I
p 10. \ '� ,JIUU INV. = 16.06' 8 U Y� 'R� 1 1 '"'�� L U ILITY p O 1 '
O �, OHUL OPTIC / p�' r))q N1995' BOX7l CONC. BOLLARD -U .^- / _ `1,p E ry_ -�' �, �' F' 22� GUY UTILITY
PADDLE
p -� O �= UTILITY O( _- 9�­ �O)•fY
e ? UPOLE \ OHUL UTILITY :� ,y0'� C 15.00 POLE O -- --'J LE O O ��, �� `MRE �O �'�-
unuTv �_ POLE- � O O J L. O 0
POLE D _/ `� O O O' �' �21� FIBER OPTIC 22=
® �O' 00 1 O '� ry0' �- �' �� PADDLE SSS(
DROP INLET / ry1" GRASS ISLAND �2� \
10 %b TOP = 18.67� J
D. \ INV. = 14.90 �' �' __
GRASS ISLAND "-22 �+
SITE BENCHMARK _ O GRASS ISLAND o yoKp
' -21- _ _ ®4 0® o SCHWOT STREET
5/8" ISS, 2' BIG \ -
®:O rye- O m
NORTH = 357166.925 MANHOLE - � 11s- _� AQ sEcuRlTv
EAST = 2463671.275 TOP = 19.3x p, ti LIGHT I I
_ �' � MANHOLE
INV. _ '� = 89 p
ELEV. = 20.39' 0 10. TOP 20.INV. = 13.54 2_ SITE BENCHMARK
\ _ UTILITY NORTH = 358,206.25 I I
9 UTILITY o uPOLEY 20 POLE EAST = ELEV. = 22.163,659.96 ah 1 ry pO
POLES MANHOLE PHONE MANHOLE 22
dry TOP = 19.43 TOP = 19.93 22
10, INV. = 14.24
I, JOHNNY J. WILLIAMS. PROFESSIONAL LAND SURVEYOR, CERTIFY THAT
THIS MAP WAS PREPARED UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION COMPLETED ON 08/27/07
FROM REFERENCES AS SHOWN HEREON; THAT BOUNDARIES NOT
SURVEYED ARE NOTED AS SUCH AND PLOTTED FROM REFERENCES
AS SHOWN HEREON; THAT THIS GPS SURVEY WAS PERFORMED TO
SECOND ORDER CLASS U FGCC SPECIFICATIONS; THAT GPS FIELD
PROCEDURES AND COORDINATES WERE OBTAINED BY NCGS RIK
NETWORK ADJUSTMENTS; THAT THIS GPS SURVEY WAS PERFORMED
USING TRIMBLE SURVEY GRADE GPS UNITS; THAT ALL COORDINATES
ARE BASED ON N.C. GRID NORTH (NAD 1983 2007 ADJUSTMENT);
THAT ALL DATA OBTAINED WITH GPS METHODS AS WELL AS
CONVENTIONAL METHODS ARE IN ACCORDANCE WITH A CLASS A
SURVEY AS DEFINED BY TITLE 21, CHAPTER 56, SECTION .1600 OF
THE N.C. ADMINISTRATIVE CODE; THAT THIS MAP WAS PREPARED IN
IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL
THIS_DAY OF , 2007
JOHNNY J. WILUAMS, P.LS., L-3170
LEGEND:
ISS = IRON STAKE SET
SSS = SURVEY SPIKE SET
RCP = REINFORCED CONCRETE PIPE
CMP = CORRUGATED METAL PIPE
FFE = FINISHED FLOOR ELEVATION
AG = TOP ABOVE GROUND SURFACE
BG = TOP BELOW GROUND SURFACE
R/W = RIGHT-OF-WAY
(I = CENTERLINE
! = PROPERTY LINE
NCGS = NORTH CAROLINA GEODETIC
SURVEY
NOTES:
1) THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN
A SPECIAL 100 YEAR FLOOD HAZARD AREA ACCORDING
TO FLOOD INSURANCE RATE MAP NO. 3720248400J
DATED FEBRUARY 16, 2006
2) ALL N.C. GRID DATA SHOWN HEREON IS BASED ON NAD 1983
2007 ADJUSTMENT USING THE NCGS RTK NETWORK SYSTEM.
3) ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND
DISTANCES UNLESS OTHERWISE NOTED.
4) COMBINED GRID FACTOR = 0.99982139
5) ALL ELEVATIONS SHOW HEREON ARE BASED ON MEAN
SEA LEVEL NAVD 1988.
6) FIBER OPTIC PADDLES WERE LOCATED - UNDERGROUND
LINE IS ASSUMED TO RUN BETWEEN PADDLE.
TOPOGRAPHIC SURVEY FOR:
THE HASffTLL COfIPANY
INDIVIDUAL TRACT ON N.C.S.R. 1966 (CATHERINE SQUARE ROAD)
CAMP LEJUENE, ONSLOW COUNTY, N.C.
'0 2
DATE: AUGUST 27, 2007 ° IT 40
SCALE: 1" = 40'
JONNNY J. 0"ILLIAMS LAND SLZRVEYINC, P.C.
P.O. BOX 778, BEULAVILLE, N.C. 28518
PROJECT: HASKELL-NRUMLITIES 0907 PHONE: [phone] FAX: [phone]
FILE NAME HASKELL-NRUTIUTIES EMAIL : JWILLIAMS®JWSURVEY.COM
TDS FILE HASKEL-NRUTIUTIES
W
e:
"W
30
C
z
v/ O
N O
O
W A
WO
E > o �
Z U LL o
;
L;J 0 > a) 0 5
U
Z O)
W
to
0) Of U O
L - 0) r
Q 0
a
J
U
W Wm
C
U
a) �'
0
N
Q �
J
Lu
""Moo:
a
•
e#CINI
•
e
Ili'.
LLJ
Cr
Cr_
et.
i
0
29 08
1 FD J1
2 19 08
EAISC PERMrT
11 08
NCDENR PERMrT
4 08
Cl
1 29 O8
PRELIM REVIEW
1 17 O8
REVIEW SET
10 5 07
FINAL QDP
/4/07
PR
DATE I ISSUE/REVISION
We hereby expressly
reserve the property
rights to this drawing
and it is not to be
reproduced, copied in
any format or manner
whatsoever without first
obtaining our express
written permission and
consent
WMN BY; I CHECIO:D W.
VHB MWJ
AE JOB NUMM
6600702
EXISTING
SITE
PLAN
C=001

Uj
W
0)a)41
0 0 U
O O O)
I J 3-
0 O up
0 0 O
II<
f g
rl^ C)
< O
o
OOf 01N
00
0014 m
00
N N
c/i�rn
0
rn �U3
O O 0
CL
0 u
0
07
C
O
.3
E
}
0
0
J
IL
E
LO
LO
dd
I
ao
0
N
0
0
0
I
0
U
ui
E
0
z
J
rn
3
v
O
U
N
O
co
O
f-
U
/
N
0
0
0
m
/
/
/
i
/j PLUG NORTH INVERT
_ � J
REMOVE EXISTING 36" RCP
3 PIPE BETWEEN
EN EXISTING STRUCTURE
AND PROPOSED STRUCTURE.
— — — — — _
vE
TELEPHONE BOOTH REMOVAL TO BE —J
COORDINATED BY OWNER WITH UTILITY
PRIOR TO CONSTRUCTION
SEE ELECTRICAL DWGS. FOR DEMOLITION
Lt
SCHMIDT STREET
- - - ET
0r_cFAi AKIn PP --STRIPE
— RLJL/"1L f11VU I\L-J I I\Ir L
AS SHOWN
i j"',
i
i
i
A
� I
I
I
v
I
I
LIMITS OF ASPHALT REMOVAL
I
EXISTING SIGN TO BE REMOVED
IAND REPLACED
J
'^ N
vJ O
N O O
> M LO
N
W a C_�
E j 0
z U EL-
C)
0)
V y'
cc N
Z
N
W C N U
� H _ n a
MA J
w in
H C:
rn
0
U)
` Q c
U
J E
J = CD
Y
U)
40i
P. 0
3 6 OB
1 NCDENR RESUB
29 OB
NCDENR RESUB
29 OB
FO 11
11 08
NCDENR PERMIT
4 08
CI
1 29 08
PREUM REVIEW
1 17 08
REVIEW SET
10 5 07
FINAL QDP
/4/07
PR
DATE I ISSUE/REVISION
We hereby expressly
reserve the property
rights to this drawing
and R is not to be
reproduced, copied in
any format or manner
whatsoever without first
obtaining our express
written permission and
VHBI MWJ
v AE JOB NUMBER
NORTH
SCALE:1 "=40'
I0 40 80
6600702
SITE
DEMOLITION
PLAN
CD=110

xxx
X X X
mmm
�l_n_n
Cl) O) N
01 0> �
O O (A
O O 0)
VOOO
O
0 0 O
N � �
< m
O
O 0 co
JO O N
N N �
0 0)
/moo
rn
O Ooo
a
0 OOU3
u
0 0
N
as
3 f
� u
u
rn
C
O
.3
E
m
Wry
O
J
a-
E
LO
n
do
m
0
O
N
0
0
0
i
U
ui
E
0
z
D
0
J
o+
3
,o
0
I
U
N
0
0
o
0
N
0
0
0
0
�o
---------
I
SCHMIDT STREET
PROPOSED STRIPING
COLOR: YELLOW
THICKNESS: 4 MILS (MIN)
_­ ...... - ­v. 3
SIGN (R171; 30"X30")_
510 �
"DO NOT ENTER" (R5-1; 30"X30" SITE BENCHMARK
AND "STOP" SIGN (R1-1; 30"X30�) NORTH = 358,206.25
EAST = 2,463,659.96
ELEV. = 22.16'
SITE BENCHMARK
NORTH=358,188.82
EAST = 2,463,267.60
ELEV. = 22.74'
PROPOSED SIGN
GENERAL NOTES:
1. FOR ADDITIONAL INFORMATION OF FILL PLACEMENT SEE DETAIL 6 SHEET C-510.
2. SEE ARCHITECTURAL PLANS FOR ALL BUILDING DIMENSIONS.
3. ALL RADII ARE THREE FOOT RADII UNLESS OTHERWISE NOTED.
4. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR FINAL LAYOUT OF ALL ELECTRICAL AND
MECHANICAL PADS.
5. SEE SITE AND PAVING DETAILS FOR ADDITIONAL INFORMATION.
6. HANDICAP PARKING SPACES NOMENCLATED WITH THE LETTER "V" ARE VAN ACCESSIBLE
PARKING SPACES. HANDICAP PARKING SPACE WITH NO NOMENCLATURE ARE STANDARD HANDICAP
PARKING SPACES. THE LETTER "V" IS NOT TO BE PAINTED ON THE PAVEMENT OR FACE OF CURB.
HANDICAP PARKING SPACES WILL MEET U.F.C. STANDARDS AND SPECIFICATIONS.
7. SHOP DRAWINGS WILL BE REQUIRED FOR THIS PROJECT.
8. PROVIDE A JOINT PLACEMENT SHOP DRAWING FOR CONCRETE AREAS TO THE ENGINEER OF
RECORD PRIOR TO PLACEMENT OF ANY CONCRETE.
9. ALL N.C. GRID DATA SHOWN HEREON IS BASED ON NAD 1983 2007 ADJUSTMENT USING THE
NCGS RTK NETWORK SYSTEM.
10. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE
NOTED.
PARKING DATA
129 SPACES 0 9' X 20' (STANDARD SPACE)
5 SPACES 0 8' X 20' (HANDICAP SPACE)
TOTAL SPACES = 134
8" THICK CONCRETE
6" THICK CONCRETE
NORTH
SCALE: 1 "=40'
0 40 80
O
N O
O
W c � ca
n7 �
W
U Q LL
Z =y W rn
Z =-N
N
WAe
L U L
=tea
Q � �
J
U
w Wm
F C
_ rn
�U)
of
Q m
U
CD
J �E
W Q
Y
CO
Q
Z
0
00
N
h
I
1
'
�-
I
h
O
(3
0
I
�
LLJMM
Cr
LLJ
LL
Q
W
LLJ
z
W
re
O
V
Z
V)
Q
Y
Q
�
I
U
X
W
316108
NCDENR RESUB
NCDENR RESUB
FO 1
NCDENR PERMIT
CI
PRELIM REVIEW
RENEW SET
FprAL QDP
/4/07
PR
DATE I ISSUE/REVISM
Wresee hereby
rights to this drawing
and ft Is not to be
reproduced, copied in
arty formot or manner
whatsoswr without first
obtaining our express
written permission and
consent.
Dawn er asxxm er:
VHB MWJ
AE Jail NUMBER
6600702
SITE
GEOMETRY
PLAN
C-110
SHM 1

x x x
Xm;0
mmm
l _n -n
O Ol W
O O 0)
oo0
0
114
r < 0)
o
0010 N
O O m
N N ?
NJ
0 n O
0) o
rna°
O O a
J v0
hi ha
0 0
WI
as
f f
a0 u
u
N
.Q
3
E
m
m
0
0
J
d_
E
0
n
m
dd
m
0
N
ui
0
0
f
0
N_
I
U
ui
E
0
z
0
J
rn
3
v
0
N_
I
U
N
0
n
0
0
/
N
0
0
o
co
m
GENERAL NOTES:
1. FOR SUMMARY OF TRENCH BACKFILL AND PLACEMENT SEE DETAILS.
2. SEE ELECTRICAL AND MECHANICAL SITE PLAN FOR FINAL LOCATION OF ALL ELECTRICAL AND MECHANICAL
PADS, PULL -BOXES, TRANSFORMERS AND LIGHT POLES.
3. AS -BUILT INFORMATION WILL BE REQUIRED AT THE END OF THE PROJECT TO INCLUDE ALL PIPE SIZES AND PIPE FITTINGS,
LOCATIONS AND ELEVATIONS. PROVIDE THE SURVEY ON AN AS -BUILT VERSION OF CIVIL CADD DRAWINGS FROM THE UNDERGROUND
UTILITY CONTRACTOR.
4. FIBER OPTIC PADDLES WERE LOCATED. UNDERGROUND LINE IS ASSUMED TO RUN BETWEEN THE PADDLES.
NORTH
SCALE:1 "= 40'
0 40 80
nall
a
3 6 08
1 NCDENR RESUB
29 08
INCDENR RESUB
2 29 00
FD 1111
11 08
NCDENR PERMrr
4 08
CI
i 29 08
PRELIM RENEW
1 17 O8
REVIEW SEi
10 5 07
FiNAL ODP
Pj�4L07
JPR
/30/07 1
0DP
DATE I ISSUE/REVISION
We hereby expressly
reserve the properly
rights to this drawing
and it is not to be
reproduced. copied in
arty format or manner
whatsoever without first
obtaining our express
written permission and
consent.
MWN W. I CFEM Wt.
VHB MWJ
SITE
UTILTITES
PLAN
C-120

xxx
M;10 ;0
mmm
n"n"I'l
01(7) N
oorn0_
00,0
0
0 0 o
II<
rn
< o
0 0 co
N 0"
n n 0)
rn o
0 0 a
OV OV F
u
00
0 0
I I
as
f
� u
u
a,
0
0
.3
E
r
m
0
O
J
a
0
n
dd
I
0
0
0
N
ui
0
`o
0
M
i
U
E
0
z
0
rn
3
v
0
M
i
U
N
CID
n
0
0
i
i
N
0
n
0
0
W
i
THE SAFETY ALERT SYSTEM FLAGS ARE NOT A
WORK PRODUCT OF THE PROFESSIONAL
WHOSE NAME APPEARS ON THIS CONTRACT
DOCUMENT. THE SAFETY ALERT SYSTEM FLAGS
ARE THE WORK PRODUCT OF THE HASKELL
SAFETY PERSONEL.
THE FOLLOWING APPLIES TO EVERY LOCATION
ON THIS SHEET SHOWN
Uj
Z
U
®04
O 0
N O
to
W N O nl
w a C rn
E i `o n
Z 0
0 N
Z @ > O #
_ (A(1)
cm
a) - U O
t
---- 20
s / -
-_-2.- a
J
20
SITE BENCHMARK
/ g -
NORTH N - p = 58,188.82 w �m
'2,463,267.60
2 74'
(.
\_
i
i.
U
EXISTING I Q
AS 14044
FFE-23 80 I , -.. ,
- z J �E
Q
-
•
l
Uj
PR POSED SIGN
VONQ�OMT 155 .F. 6F
SF i _
„
O
EROSION CONTROL SILT
kk i-3.1 1; '1Ir- __.. _ _ I � -� ti�K.
36" RCP
37 L.F.
L
1' SEDIMENT STORAGE AREA BELOW ELEV. 8.0'
s_ 5
-' r SOFTRUSH AND BUILDING r-' N
,(nJ a i' I •..sz% DUCK POTATOES, • '� I �I X�w �� I
��� // AMERICAN CRINUM LILY AT 2 0. AS 4040 ��� ��� �� o
ALONG 10 WIDE AQUATIC SHELF titi� ti6 WIZ
i/ PLANTED WITHIN FIRST FFE=23.83 ',
CD 6" OF NWL (TYP.) I
_'� MATCH EXISTING a
MAINTENANCE ACCESS �
o _ -
� FOREBAY BERM WITH RIP -RAP � GRADE t � '� �_'�•
' `� ' I' " MATCH "l XISTING
C5 4 c.s3o ��. a - �` �yo 5 GRADE
ti c EROSION
Z0'V �� `� MATCH EXISTING , 6 16,1tih u CONTROL
l GRADE ti / j
i/ I ti I �� - FENCE
MATCH EXISTING GRADE (TYP) I' �y h -,ram ' "r "t �1 60Q J I
o J L I
D -- -;: - -
• ---
._ .....
e ... � it � .5 �'O 'bl'� �,L/ pa • s Q ��ry 61 'I
19.75
L
o L
_ 1
f x 22.25
i
13 I P .2^,
1• O
ti 4
" 13 _ S-2 22
1
Yr _.... QCP rya
_l
CD
19.50
SF
22 L.F.
1 ` INLET - -
S-3 \ IP k°
_ _ _ � CD CD
9.5o PROTECTION..
--
s.
SF
50 SCHMIDT STREET _ -
-- ,.
/
20
9' WIDE RIP -RAP 2 OP
CHANNEL (24 L.F.) C.531
1' SEDIMENT STORAGE SEE DETAIL 1 SHEET C-532 FOR ENLARGED PLAN
AREA BELOW ELEV. 10.5'
CONCRETE OVERFLOW WEIRe
WEIR ELEV. = 18.00 c.s3o
STORM DRAINAGE STRUCTURE TABLE
O _
S
DESCRIPTION
OR TYPE
TOP EL.
(GRATE EL)
INVERTS
DETAIL
N
S
E
W
S-1
CURB INLET
18.90
15.20
2,4 530
S-2
48" CURB INLET
19.90
14.90
13.50
15.00
2,6/ 530
S-3
36" 3:1 MES
13.25
3 / 530
S-4
TYPE D INLET
19.40
15.50
1 / 530
S-5
36" 3:1 MES
15.25
3 / 530
L-3:1 S.S. (TYP)
HAY BALES
I FrFNIf1
IP INLET PROTECTION
SF SILT FENCE / LIMITS OF DISTURBANCE
OP OUTLET PROTECTION
CD CHECK DAMS
1
I
I
,
011G OG11"InMAfCr\
NORTH =358 206.25
EAST = 2,49,659.96
EXISTING ELEV. = 22.16
:z
GENERAL NOTES:
1. SEE DETAILS FOR SUMMARY OF FILL PLACEMENT.
2. SEE GRADING AND DRAINAGE DETAILS FOR ADDITIONAL INFORMATION.
3. FOR SUMMARY OF TRENCH BACKFILL AND BEDDING PLACEMENT SEE DETAILS.
4. AN AS -BUILT SURVEY WILL BE REQUIRED AT THE END OF THIS PROJECT TO INCLUDE VERIFICATION OF STORM
SEWER ALIGNMMENT FROM A SURVEYOR LISCENSED IN THE STATE OF NORTH CAROLINA. THE SURVEY SHALL INCLUDE ALL PIPE
SIZES AND INVERTS, INLETS INVERTS, MANHOLE INVERTS, INLET ELEVATIONS AND ALL PIPE, INLET AND MANHOLE LOCATIONS.
THE SURVEY SHALL INCLUDE STORM WATER POND OUTFALL LOCATION, INVERTS AND ELEVATIONS.
PROVIDE THE SURVEY ON AN AS -BUILT VERSION OF CIVIL DRAWINGS SIGNED AND SEALED BY THE REGISTERED LAND
SURVEYOR RESPONSIBLE FOR THE FIELD DATA COLLECTION.
5. REUSE AND SPREAD ORGANIC MATERIALS FROM THE SITE TO THE FULLEST EXTENT POSSIBLE IN NON-STRUCTURAL AREAS.
6. SHOP DRAWINGS WILL BE REQUIRED FOR THIS PROJECT.
7. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN A SPECIAL 100 YEAR FLOOD ZONE
HAZARD AREA ACCORDING TO FLOOD INSURANCE RATE MAP NO. 3720436400J DATED 11-3-05.
8. ALL ELEVATIONS SHOWN HEREON ARE BASED ON MEAN SEA LEVEL NAVD 1988.
9. ALL EROSION CONTROL MEASURES TO BE IN ACCORDANCE WITH CURRENT D.E.N.R. STANDARDS AND SPECIFICATIONS.
11. IF THE BASIN IS USED FOR SEDIMENTATION AND EROSION CONTROL DURING CONSTRUCTION, CLEAN OUT OF THE BASIN IS
SPECIFIED ON THE PLANS PRIOR TO USE AS A WET DETENTION POND.
11. THE INSTALLED SYSTEM WILL MEET DESIGN SPECIFICATIONS UPON INITIAL OPERATION ONCE THE PROJECT IS COMPLETE AND
THE ENTIRE DRAINAGE AREA IS STABILIZED.
12. ACCORDING TO ARCADIS G & M OF NORTH CAROLINA INC. DATED 3-4-2004, THERE ARE NO EXISTING WETLANDS ON SITE.
13. PROVIDE "CENTIPEDE" GRASS SEED MATTING ON ALL DITCH BANKS AND GROUND THAT HAS A POTENTIAL FOR EROSION
OR SLOPES GREATER THAN 3:1.
NORTH
SCALE:1 "=40'
0 40 80
L�J
W
Cr
Uj
U_
Z
z
Lj
Z
cr_
L`'
�W
V
0
®
Y
Z
QT
h
I
X
W
11 OB
1 NCDENR PERMR
4/08
CI
1 29/OB
PRELIM REVIEW
1 17/OB
REVIEW SET
10 5/07
FINAL Q0P
/4/07
PR
DATE
reaw" the ty
rig this dr draw
and R is not to be
reproduced, copied in
any format or manner
whoteasner without first
obtaining our expreee
written pernieeion and
oROM Or CHEMOa 9m
VHB MWJ
AE Joe NUMBER
M-00YOW
GRADING,
DRAINAGE
AND EROSION
CONTROL
PLAN
C-130
SHM Nul®t

Oi 07 IF,
O 0 Of
O
�o
n n o
II<
N N 0)
ter, 0)
O
V
(3 ) O) O
p O 7 N
o
0 0 W
6 j rn
rn rn o
O O a
OV V�
N N u
I I
NN
as
f f
LO u
u
9)
C
0
3
E
m
0
0
0
EL
E
0
r,
LO
dd
I
ao
0
0
N
0
0
- -Y
ri
N
C0
VO O
N 04 O
W c N M v
Cc
W
E j O r`
Z U m"o
'n � a rn
V m > p
Z .
r 0
.. L _ i L
IO �_�a
Z
Q � N
f/V/) �
J
w Wm
� yo
U
J ZE
WQ
Y
Q 40i
/ I
�j //��// Il�� •i tip,
.. ��`. 6i ..',,i.l -
i
I
G
INV
1
7p .dry' 0.. tinj o `LO6
ril
/
._.
do
4
_L
i
—._-
r
�
� — _ � ` - SCHMIL)T _TREE-T—
r;
20
y
NOTES:
RATIONAL C = 0.67
CN=86
PRE —DEVELOPMENT DRAINAGE TABLE
AREA
TOTAL
IMPERVIOUS
PERVIOUS
AREA
1
7.19 AC.
4.83 AC.
2.36 AC.
NORTH
SCALE:1 "= 40'
0 40 80
�.1
m
W
Cr
Uj
Q
Z
W
Z
x
tit
0
Q
0
ZZ
Q
W
RESUBNCDENR
RESUB
VNCDENR
PERMfr
2NCDENR
PERMIT
11/17/08 PREVIEW SET 1
DAW
reserve ms proPWW
rights to this drawing
and R is not to be
reproduced, copied in
any format or manner
whatsoever without first
obtaining our express
written permission and
VHB MWJ
AE JOB MDIBER
2 0YON
PRE —
DEVELOPMENT
DRAINAGE
DIVIDE
PLAN
Ell
C-131
SHIM MJMIEIt

xxxx
IMAM
mmmm
mmmm
Cn Cf C) N
Of CA Cn -F�
O O O (A
OOOCA
II v V 0
0
0
000
K K K
I I I
J
W f C)
` O
OM V
COj i C1N
C
O O O CD
O O O N
W
C)nnO
/ Cn
O
O
000O
O O Oha ha NL
A
r, K
I I I
C4
�"'fa
aaf
f
u
.Q
3
E
Mm
0
0
O
J
(L
E
0
r
m
dd
0
N
ai
0
0
NOTES:
RATIONAL C = 0.70
CN=87
POST —DEVELOPMENT DRAINAGE TABLE
AREA
TOTAL
IMPERVIOUS
PERVIOUS
AREA
1
7.19 AC.
5.05 AC.
2.14 AC.
NORTH
SCALE:1 "=40'
0 40 80
r^ N
v! O O
N
N O
L0
W C a1 CV) �
WCL
F-
E j O
rZ N LL N
V >
Z = > o
N
W N � CYj O
(L
Q �wN
M
J
w Wm
F
0
Q to
U
J �E
W a
Y
U)
Q
2
M
CC
of
IL-
Q
z
W
W
0
Vi
O
Z
�
Y
Q
Q
U
X
W
29 08 INCDERR
RESUB
29 08 IFO
#I
19 08
E&SC PERMIT
11 08
NCDENR PERMIT
4 08
Cl
1 29 08
PRELIM RENEW
1/17/oe
REVIEW SET
DATE
ISSUE/REVISION
reserve am rig thispropert drawing
and it is not to be
reproduced, copied in
any format or manner
whatsoever without first
obtaining our express
written permission and
OWM UP I CIECKM BY:
VHB MWJ
AE JOB NLUM
op i/
POST —
DEVELOPMENT
DRAINAGE
DIVIDES
PLAN
C-132

x
M
m
n
N
W
rn
0
0
rr
0
0
0
V
O
N
W
N
w
rn
0
m
0
a
u
C
0
E
r
m
0
w
0
0
J
0_
E
a
n
uO
�o
I
ao
0
0
N
ai
0
`o
0
I
U
E
a
z
0
rn
3
v
0
LO
I
U
N
0
in
O
0
co
m
N
O
0
0
0
/
ADA PARKING NOTES:
(1) ALL HANDICAPPED PARKING SPACES MUST BE SIGNED AND MARKED PER STANDARDS
ESTABLISHED BY THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES
(ADAAG) AND U.F.C. CODES.
(2)PARKING SPACES AND ACCESS ISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT
EXCEEDING 1:50 (2%) IN ALL DIRECTIONS.
(3)PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A PAINTED SYMBOL OF
ACCESSIBILITY AND A SIGN SHOWING THE ACCESSIBLE SYMBOL.
(4) SIGNS ARE TO BE LOCATED DIRECTLY IN FRONT OF AN ACCESSIBLE PARKING SPACE
AND MOUNTED, EITHER ON A POLE OR A WALL, A MINIMUM OF SEVEN (7) FEET ABOVE
THE PARKING SURFACE'S GRADE.
SIGN NO.
FTP-25
WHEEL STOP
(TYP.) g
20'
WHITE
O
MIN.)
v
81
8'
STD.
(MIN.)
PARKING
(MIN.)
S'
2^_ .uf
HANDICAP PARKING SPACE
1 WHEEL STOP
®VAN SPACE
3 EACH 6" WHITE
60" 0 60 DEGREES
2" EQUALLY SPACED
6
I J I
PARKING BUMPER
SEE DETAIL THIS SHEET
a
.Q a
`a
.< , •°
CONTRACTION JOINT
NOT TO SCALE
REINFORCING (WHERE INDICATED)
HANDICAPPED PARKING SIGN
SHALL CONFORM TO A.D.A. & U.F.C.
AND MCX DESIGN GUIDELINES
fXfoXao
f210AA FlX
INSTALL VAN SIGN
ONLY AT VAN
H/C PARKING
SPACE
MCX STANDARD HANDICA P
SIGN POST
FINISHED
MIN. 3,000 P.S.I.
CONCRETE
T
II �IIIII��II'- C
' IIIIIIIII d
III
I
NOTE: ALL SIGNS SHALL BE
BOLTED TO POST
1 HANDICAP PARKING SIGN
i
12" COMPACTED SUBGRADE
100% PROCTOR
CBR3 (AASHTO T-180)
6"
MIN.
22
to 4„
�1 I~
24" WHITE THERMOPLASTIC
STOP BAR
6" DOUBLE YELLOW
THERMOPLASTIC
STRIPES
CENTERLINE OF DRIVE
OR ENTRANCE
21 PAVEMENT MARKING (STOP BAR)
CONCRETE PAVEMENT
W/ STEEL FIBER R/F
6 ] CONCRETE PAVEMENT SECTION
a
<
a
m
U
°.
SEE LIQUID JOINT SEALING
DETAIL THIS SHEET
6„ —
N.C.D.O.T. ABC
STONE BASE COURSE
100% MAX DRY DENSITY
AASHTO T-180
AS MODIFIED BY N.C.D.O.T.
BOND BREAKER (ASPHALT EMULSION)
OR CURING COMPOUND)
e NOTE:
Ll
CONTRACTOR SHALL USE PREFABRICATED DOWEL
BASKETS TO PROPERLY SECURE DOWELS DURING
CONCRETE PLACEMENT
4 e
FIRST SLAB 8 a -SECOND SLAB DOWELS: 1" SMOOTH BAR,
24" LONG 0 18" SPACING
FULLY GREASE ENTIRE LENGTH OF DOWEL
DOWELED CONSTRUCTION JOINT DETAIL
NOT TO SCALE
9
1
I oN
(TYP)
3 ] STANDARD PARKING SPACE
r 4" WIDE STRIPES
15 MILS MIN.
THICKNESS
(TYPICAL)
a:
�.
w
z
�O
W
rc
'^
vJ
N
O
O
N O
LO
M
W
C
Co
w
E
0)
a' `0 w
STRIPES TO BE THREE Z 0 Q FL
FEET ON CENTER ar o
_OW
4 ] STRIPING AT SIDEWALK CROSSING
LIFT
TEST METHOD
MOISTURE
LOCATION
MATERIAL DESCRIPTION
THICKNESS
FOR MAX. DRY
COMPACTION
CONTENT
DENSITY
(% POINTS)
BUILDING AREA SUBGRADE
Conforming to Unified Soil Classification
Note: Area of fill and compaction
System (USCS) Types: SP, SW, SP—SM, SP—SC
Modified
shall extend five feet beyond
Max. Particle size= 2"
10 INCHES
Proctor
(ASTM D1557)
98%
+/— 2
building footprint.(Top 12")
Max. %passing # 200 sieve = 12%
Max. Organic Content = 2%
PAVEMENT AREA SUBGRADE
Conforming to Unified Soil Classification
Note: Area of fill and compaction
System (USCS) Types: SP, SW, SP—SM, SP—SC
Modified
shall extend two feet beyond
Max. Particle size= 2"
10 INCHES
Proctor
(ASTM D1557)
98%
2
„
pavement limits.(Top 12)
Max. %passing # 200 sieve = 12%
Max. Organic Content = 2%
PAVEMENT AREA SUBGRADE
Conforming to Unified Soil Classification
Note: Area of fill and compaction
System (USCS) Types: SP, SW, SP—SM, SP—SC
Modified
shall extend two feet beyond
Max. Particle size= 2"
10 INCHES
Proctor
95%
+/— 2 %
„
pavement limits.(Below 12)
Max. % passing # 200 sieve = 12%
(ASTM D1557)
Max. Organic Content = 2%
OTHER AREAS
Conforming to Unified Soil Classification
System (USCS) Types: SP, SW, SP—SM, SP—SC
Modified
Max. Particle size= 2"
10 INCHES
Proctor
92%
+/ 2 %
Max. % passing # 200 sieve = 12%
(ASTM D1557)
Max. Organic Content = 2%
SUMMARY OF FILL PLACEMENT
5/16"+/-1/16" ' JOINT SE/PI CD
f 3/8
TOOLED 1/4" RADIUS (TYP) Ld
LIQUID JT. SEALANT Q
J
BACKER ROD in 4-4-
WEDGED IN PLACE „
PREFORMED JOINT FILLER)
EXPANSION JOINTS
5/16"+f-1/16" �3/8" MIN
LIQUID JT. SEALANT
BACKER ROD WEDGED IN PLACE
ER ROD
3/8
ENLARGEMENT
CONTRACT JOINT
(SAWCUTS)
BOND BREAKER
(ASPHALT EMULSION OR
CURING COMPOUND)
NOTE: BOND BREAKER IS ONLY REQUIRED
BETWEEN ADJACENT PCC PAV'TS.
LIQUID JOINT SEALING
GUTTER SLOPE TO MATCH
SLOPE OF PAV'T WHEN
PAV'T DRAINS AWAY FROM
CURB
181�1_
FINISH `L Q
GRADE--�7 7
i o
D e C
N o 00 o
CONC. CURB
AND GUTTER
91 18" CURB AND GUTTER
PAV'T
0
Z
0
Q
0
0
of
w
MM
�W
V �
Z
Q
V
X
W
3 6 OB INCDENR RESUB
29 O8 NCDENR RESUB
29 08 FO #1
11 08 NCDENR PERMIT
4 08 Cl
1 29 OB PRELIM REVIEW
1 17 08 REVIEW SET
10 5 07 FIN& QDP
07 QDP
DATE ISSUE/REMSION
We hereby expressly
reserve the property
rights to this drawing
and R is not to be
reproduced, copied in
any format or manner
whatsoever without first
obtaining our express
written permission and
consent
ORAMM BN O'B"'T R*
VHB MWJ
AE JOB NUMBER
6600702
SITE
DETAILS
C=510
JOINTS IN CONCRETE

x
M
m
N
W
rn
O
O
0
<
rn
0
O
O
0
O
00
N
W
rn
0
O
0
a
f
O
u
•
c
0
.3
E
r
m
0
0
0
a
E
0
00
LO
a6
CID
O
N
(;
O
`o
f
rrn
LO
I
U
6
E
0
z
0
J
O�
3
rl)
N
I
U
N
0
r`
O
0
co
N
0
0
O
0
m
m
1 /4" ALUMINUM -
STEEL PLATE
1 /2"0 S.S. LSUL I J
3 EACH SIDE (TYP)
TOP OF BAFFLE=19.40
TOP OF WEIR=19.40
6" PVC SCREW
TYPE PLUG
BOTTOM TO BE
LINED W/WWM
BOTTOM OF M 1
BAFFLE=17.50
1/2"0 S.S. BOLTS
3 EACH SIDE (TYP)
6" PVC TEE
I6" PVC CAP DRILLED
FOR 2" OPENING
PLAN VIEW
N
•
TEMPORARY POOL
BOTTOM OF WEIR=18.00
TOP EL=19.40
• PERMANENT POOL+1
- •
ELEV. = 15.50 (SHWL)
• • 36" RCP
2" ORIFICE
• ELEV. = 14.50 •
• BOTTOM EL. = 12.00 I •
SECTION
6" EDGE OF CURB
11/4"
SYMETRICAL
ABOUT CL
IATE & FRAI
NOT SHOWN
m
CURB INLET
I�
STANDARD
MIAMI CURB -
EXPANSION JOINT
SECTION ALONG GUTTER LINE
10' STANDARD
• 6' MINIMUM
TYPICAL INSTALLATION ON TANGENT
TRANSITION CURB
EDGE OF CURB
EXPANSION JOINT
INLET FRAME
3D TYPE
CURB �
CURB HOOD, GRATE, & FRAME
GRATE USF NO. 5151, OR EQUAL
MORTAR SEAT
BRICK
0
8" 36" 8„
(n cn e GROUT, OR "RAM-NEX"
w w JOINTS AS REQUIRED
2" CLEAR #4 ® 12"O.C.B.W.
0
I 9 °
C_ 0_
ww
0 O d
1/ /FT. ° #4 @ 6"O.C.B.W.
2'
00 d.O.
INV=SEE PLANS
36"
ID
CURB
INLET
NOTES:
US FOUNDRY HS-20 TRAFFIC RATED GRATE #6626 (TRAFFIC RATED) NOT SHOWN FOR CLARITY
4,000 PSI TYPE II CEMENT
WALL REINFORCING:
3 X 4 W3.1/W4.1 WWF 65 K.S.I.
BOTTOM SLAB REINFORCING
#4012" C. C. E. W.
* GRADE 40, OR EQUIVALENT WELDED WIRE MESH
IT IS RECOMMENDED THAT 2" X 2" X 1/4" ANGLE GRATE SEAT BE CAST IN (OPTIONAL)
TYPE D INLET
SIDE VIEW
N
C
Y
1 J
T�
M T
TOP VIEW
c
3/4' CHAMFER
t m c�
it
0
2 'MITERED END SECTION FOR CM P
END VIEW
E—�
3/4' CHAMFE _
Y�J
13.50'
21' 4
s"
6"
i
i
�v
3:1 SLOPE
3:1 SLOPE TO
TO AREA
POND AREA
ZZ
00
CONC. ENERGY
DISSIPATORS
(TYP.)
�I
6" CONC. WING WALL (TYP
I
GRAVEL
BED (TYP.)
3' BERM
PLAN
4 CONCRETE OVERFLOW WEIR DETAIL
NOTES:
1. CONTRACTOR SHALL GRADE POND TO SPECIFIED
CURB INLET FRAME GRADES PRIOR TO PLACEMENT OF RIPRAP.
GRATE NOT SHOWN 3' WIDE BERM WITH CENTIPEDE SOD (TYP) FOREBAY BERM TO BE REINFORCED WITH
GEOGRID FABRIC MIRAFI-14ONL AND THEN
10.5' COVERED WITH CLASS B RIPRAP TO A DEPTH OF
o SOD 22". FABRIC AND RIPRAP SHOULD EXTEND DOWN
8 D o on BOTH SIDES OF THE BERM AND A MINIMUM
0 O of OF 5' ON TO THE POND OR FOREBAY BOTTOM
�8" �Of AS SHOWN.
of
BRICK WORK z o D 2. SOD ENTIRE PERIMETER OF POND TO DEPTH
N z INDICATED ON DETAIL.
11"
NOTE: CONC. DESIGN w o0 00
STRENGTH 4,000 PSI
20 _ To
GRATE CURB IRON p 15" RISE = 1800"5
CURB INLET FRAME —
MORTAR SEAT
� 2.5'
12 IMIM N. 36" 8" 1 — — �HWL = 15.50 _
L 2- #6(4 SIDES) 15
8" W/#4 ties @ 6" O.C. NEW BMP
48" I. GROUT OR "RAM-NEK"
10' AQUATIC
JOINTS WHERE REQUIRED
BENCH WITH
VEGETATION
D PTH 2" CLEAR -i 5" PRECASTIN ACCORDANCE
10
WITH LATEST EDITIONS
V RIE OF A.S.T.M. C478
1/ FT. PIPE MUST NOT BE IN
ELEV.
= 8.00--
CONSTRUCTION JOINTS
BTM
= 7.00
1' SEDIMENT
•
PIPE SHALL BE FLUSH
WITH INSIDE WALL
STORAGE AREA
5
bi #4 ® 9" O.C. B.W.
20
40
60
80
100
120
BEARING CAPACITY MINIMUM 2000 P.S.F.
1
48" ID CURB INLET (1611
BMP CROSS SECTION
140 160
TABLE ❑F DIMENSI❑NS
RCP/CMP
A
B
C
D
E
E
G
36"
4'-1'
3'-10'
6'
7'
5?'
2'-9'
3'-0'
RCP/CMP
H
J
K
L
M
N
36'
4'-6'
4'-0'
6"
6'
14'-0'
14'-4?'
CONCRETE: 4,000 P,S,I,
STEEL #4 R 12' E.W., WITH 1 #6
OVER PIPE OPENING.
(2' CLEARANCE OVER STEEL,
REINF. BARS, 1/2' TOLERANCE),
EL.= 18.50
WEIR EL.= 1
EL.=13.50t
EL.=13.50 ENERGY DISSIPATORS-
(TYP. )
18" TURNDOWN
(TYP.)
NOTE:
PORTLAND CEMENT CONC.
W/ COMPRESSION STRENGTH
OF 3,000 PSI ® 28 DAYS
SECTION
Wk
W n
owl;U z
z
'^ N
vi O O
N O
�i. N cLO
w ��
w
E;oF--
Z 0 m LL O
05�
Z m > O (v
N
W a�o
L — (a
I-_�a
Q
w Wm
C
N
I.J� V1
N
U
Z
J �E
W a
Y
Q
3 = 41
Z
O
00
cv
r
ILL-
1 O
h
4" DEEP BY 6" WIDE W W
GRAVEL BED (TYP.) <M CC Of
LL
z
x �W
w V c2
a �
O Z 0
Q
TT
i
U
X
LU
CONSTRUCT 4' HIGH CLF AS PER
C) MILHDBK-1013-10 (TYP)
ow
W M 00
a} 0
LU< II Lq
C)m rn
ww w -
J
> 00 W [if X
0
z
0
U
12'
SOD 20
-
— —
VERTICAL SCALE 1" = 5'
225,
j
��
0 5 10
-A-
15FOREBA
SCALE 1"= 5'
6,
10 HORIZONTAL SCALE 1" = 20'
GEOGRID FABRIC
AND
BTM
9.50
CLASS B RIPRAP.
SEE
1' SEDIMENT
0 20 40
NOTE ABOVE
STORAGE AREA
SCALE 1 "= 20'
5
180
200
220
240
260
5
19 08 1 UW PERMIT
11 08 NCDENR PERMIT
4/08 Cl
1/29/08 PRELIM RENEW
TE ISSUE/REMSION
We hereby expressly
reserve the property
rights to this drawing
and it is not to be
reproduced, copied in
any format or manner
whateoever without first
obtaining our express
written permission and
consent.
MWN irn I CHECKED BY:
VHBI MWJ
AE JOB NUMBER
6600702
GRADING,
DRAINAGE,
AND
EROSION
DETAILS
C=530
SHFET NUMBER

x
r*1
N
LA
m
0
U2
0
P.
W
E
r
m
0
Lij
r_
O
OL
E
0
00
N
bd
I
O
O
O
N
U
O
O
RIP -RAP
MIN 3D
w
z
z
A o o A
1. SET POSTS AND EXCAVATE A 2. ATTACH WIRE
MESH AND FILTER FABRIC 3. BACKFILL AND COMPACTLU
4" x 8" TRENCH UPSLOPE ALONG TO THE THE
POSTS AND EXTEND IT THE THE EXCAVATED SOIL.
NCDOT CLASS 1 OR
A CLAS S B EROSION STONE
o o z_
THE LINE OF POSTSFABRIC INTO
THE TRENCH.
U
0 0 0 00 0
8. MAXI FABRIC HEIGHT
�2'
- 4'(MAX) ABOVE GRADE
18" MINI 8" MIN
o0 0 0o
0 0 0 o
I —
i /
/_
N
N
D
o o �o
,=�
18" MAX. F�� ��fi
LL
N
2' MAX
0 o
,
7777 _' _
ABOVE GRADE -II-I II-Iilllf
w
0)
FILTER FABRIC
FILTER FABRIC o'0
SECTION A -A RP
STEEL OR 4 W00 - ' �I-111 8" MIN --
-
E ¢' F
A
MIN 3D B
— -'II " MIN /
�.
— —III-
II
Z
r8
U a1 0
(DOWNSTREAM VIEW)
D D
II,IIII
C
Y N
D
18
NOTES:
Z
yn>
m > o
EXTENSION OF FABRIC
W
3: Y
1V:3H
1. PROVIDE A PERVIOUS SHEET OF POLYPROPYLENE, POLYESTER, OR
INTO THE TRENCH.
r = (a t
Q_
o o
POLYETHYLENE YARN WITH THE FOLLOWING PROPERTIES
_
FILTER EFFICIENCY 85%(MIN)
WIRE MESH
Z
Oo
TENSILE STRENGTH AT 133N/254(MN)
FILTER FABRIC }
Q
N
010
2' MAX
o o 0 0 0 o
RIP -RAP
20%(MAX) ELONGATION
I,, GROUND LINE
U)
�-i
SLURRY FLOW RATE 12.2 L/m�2/MIN (MIN)
a o�o�o�o0o�oD AT CENTER
o 0 0 0
2. PROVIDE FABRIC WHICH CONTAINS ULTRAVIOLET RAY INHIBITORS AND
STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE
��//�j/ 6 MIN
W
Wm
��
FILTER FABRIC
CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF -180' TO 49'C.
/���
FILTER FABRIC
NOTES1 SECTION B-B
3. CONSTRUCT FENCE FROM A CONTINUOUS ROLL OF FILTER FABRIC TO AVOID
SECTION A -A
1. REPAIR ALL TEARS IN FILTER FABRIC BY OVERLAPPING ANOTHER PIECE OF
JOINTS. WHEN JOINTS ARE NECESSARY OVERLAP FABRIC TO THE NEXT POST.
FABRIC AT LEAST 12'.
4. PROVIDE WIRE MESH REINFORCEMENT A MIN 14 GAUGE WITH A MAX MESH
V
a)2.
RIP -RAP SHALL BE FIELD OR ROUGH QUARRY STONE, IT SHALL BE HARD,
�
ANGULAR, HIGHLY WEATHER -RESISTANT AND WELL GRADED.
SPACING OF TACH FILTER FABRIC TO EXISTING TREES.
5. DO NOT ATTACH
N
3, ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM
Q
AND STRAIGHT THROUGHOUT ITS LENGTH.
J
�E
a
W
Y
U)
ROCK CHECK DAM (N.T.S.)
(CD)Cl,'OUTLET
PROT. DETAIL (PERMANENT) (N.T.S.) (011)(12
SILT FENCE (N.T.S.)
S 3
=
o—
MATCH EXISTING GRADE (TYP)
2 EACH
EROSION & SEDIMENT CONTROL NARRATIVE
DUMP STRAPS
O
EXPANSION RESTRAINT
DESCRIPTION
(1 /4" NYLON ROPE,
THE PURPOSE OF THIS PROJECT IS THE DEVELOPMENT OF THE SITE FOR A GAS STATION. THE FACILITY WILL
SOD
00
2" FLAT WASHERS)
CONSIST OF THE ADDITION OF 6 GAS PUMPS WITH SHELTER AND TWO UNDERGROUND STORAGE TANKS.
VARIES
r
EXISTING SITE CONDITIONS
THE SITE HAS A GENERALLY FLAT TOPOGRAPHY WITH SLOPE RANGING FROM .5 TO 2X THE SITE IS PRESENTLY
5' 10'
VARIES
1
DEVELOPED. THE EXISTING SITE DRAINS VIA EXISTING SWALES TO A CLOSED CONDUIT SYSTEM.
_
O z
ADJACENT PROPERTY
0 Z
o
L1 -
THIS SITE BORDERS CURTIS ROAD TO THE NORTH, SCHMIDT STREET TO THE EAST, UNDEVELOPED AREA TO THE
I
SOUTH, AND A WAREHOUSE FACILITY TO THE SOUTH.
AS PER PREVIOUSLY PERMITTED PLANS
Cr x
INSTALLATION DETAIL BAG DETAIL
``
CRITICAL EROSION AREAS
TOB EL. 19.50
z Lij
THE STORMWATER BASIN IS A CRITICAL AREA. CARE MUST BE TAKEN TO STABILIZE THE SIDE SLOPES. CRITICAL
_ _
W z
AREAS SHALL BE MAINTAINED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
-I I I I -I I I
Lj
PLANNING AND DESIGN MANUAL (NCESC), LATEST EDITION. _
I I III III
<
EROSION AND SEDIMENT CONTROL MEASURES &STRUCTURAL PRACTICES
III=LI
-III
I (
SEDIMENT BASIN -MOST OF THE WATER (±90%) FROM THE DISTURBED AREAS IS DIRECTED TO THE BASIN
I
BEFORE LEAVING THE SITE. THAT WATER WHICH WAS NOT FEASIBLE TO DIRECT TO THE BASIN IS TREATED BY
OTHER EROSION AND SEDIMENT CONTROL MEASURES.
=III— -I
—1 —I
_ I-IIIIII I BOTT SWALE ELEVATION
VARIES
DUMP STRAP
ROCK CHECK DAM - PROVIDE ROCK CHECK DAMS IN THE EXISTING DITCH ALONG RECEIVING MINOR AMOUNTS OF
I I I I- I I '-I I FE
WATER FROM THE CONSTRUCTION AREA.
CULVERT OUTLET PROTECTION - PROVIDE RIP -RAP AT ALL OUTLET PIPES PER NCESC STDS.
X
1" REBAR FOR BAG
SILT FENCE BARRIER - PROVIDE SILT FENCE SEDIMENT BARRIERS DOWN SLOPE OF AREAS WITH MINIMAL GRADES
W
REMOVAL FROM INLET -
zY .,
TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED ON THE PLANS.
' .'?^'*° +;,,' s .F,..>
DUMP STRAP
TEMPORARY CONSTRUCTION ENTRANCE - PROVIDE A TEMPORARY CONSTRUCTION ENTRANCE WITH A WASH RACK
AT EACH SITE, CONIMENTLY LOCATED FOR CONSTRUCTION ENTRANCE. DURING MUDDY CONDITIONS, DRIVERS OF
` �,',: rr' n yYy✓%'
CONSTRUCTION VEHICLES WILL BE REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING THE HIGHWAY.
4: 1 S.S (MIN)
✓- Xr '
STORM DRAIN INLET PROTECTION - PROTECT ALL STORM SEWER INLETS DURING CONSTRUCTION. FILTER ALL
SEDIMENT -LADEN WATER BEFORE ENTERS THE STORM SEWER INLETS.
3:1 S.S (MAX)
SILTSACK �x�,?- r�
TOPSOILING (STOCKPILE) -STRIP TOPSOIL FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE.
% `' .��
LOCATE STOCKPILE ON -SITE AND MAINTAIN IN ACCORDANCE WITH NCESC STANDARDS.
°epTti
TREE PROTECTION -PROVIDE TREE PROTECTION ALONG THE LIMITS OF CLEARING AS INDICATED ON THE PLANS.
VEGETATIVE PRACTICES
POND/SWALE CROSS—SECTION 6
,
°
TEMPORARY SEEDING - SEED ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR A PERIOD OF 21 DAYS
OR GREATER WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF
OPTIONAL METAL HANGING
Sl
THE SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED.
FRAME FOR TRAFFIC
(� /
02
MULCH - PROVIDE MULCH (STRAW OR FIBER) ON RELATIVELY FLAT AREAS AND APPLY AS A SECOND STEP IN
THE SEEDING OPERATION.
CONDITIONS a o a
'
MANAGEMENT STRATEGIES
MATCH EXISTING GRADE (TYP)
• p�
SEQUENCE CONSTRUCTION SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE.
3 6 O8
NCDENR RESUB
v
.4 .
INSTALL STORMWATER BASINS AS A FIRST STEP IN GRADING. SEED AND MULCH IMMEDIATELY FOLLOWING
29 08
NCDENR RESUB
INSTALLATION.
:A
PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER ROUGH GRADING.
.29 08
1`0 il
d
CLEARLY MARK AREAS WHICH ARE NOT TO BE DISTURBED BY FLAGS, SIGNS, ETC.
GRADE TO DRAIN (TYP)
fg 08
UM PERMR
'
INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES IS THE RESPONSIBILITY OF
11O8
NCDENR PERNrr
4 OB
CI
'
THE JOB SUPERINTENDENT.
SOD
v d
CLEANUP AND REMOVE THE TEMPORARY E&S CONSTROLS WITHIN 21 DAYS AFTER ACHIEVING ADEQUATEREVIEW
VARIES
17 08
PNIE7
1/17/08
REVIEWEW SEf
STABILIZATION.
VARIES
8' 2'
DATE
ISSUE/REVISION
hers, eselly
reserve the property
REGULAR FLOW SILTSACK
s drawing
rights to this dmwing
rights
and it is not to be
a a
— a
reproduced, copied in
PROPERTIES TEST METHOD UNITS
_ _
format or manner
PERMANENT STABILIZATION
IIIIII
whatsoever without first
GRAB TENSILE STRENGTH ASTM D-4632 300 LEIS
GRAB TENSILE ELONGATION ASTM D-4632 20 %
STABILIZE ALL AREAS DISTURBED BY CONSTRUCTION WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING
FINISH GRADING. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME PRIOR TO MULCHING.
-I I-
—III—
obtaining our express
written rrrliseion and
conseft
PUNCTURE ASTM D-4833 120 LBS
—III—III
pIN0011 in,
pEq® BY:
MULLEN BURST ASTM D-3786 800 PSI
MAINTENANCE
I _
TRAPEZOID TEAR ASTM D-4533 120 LEIS
ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT
—I _
I
BOTT SWALE ELEVATION VARI
VHB
MWJ
UV RESISTANCE ASTM D-4355 80 %
RAINFALL. CHECK THE FOLLOWING ITEMS IN PARTICULAR:
—III III
_
I
AE JOB NQNI
APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE
—III—
FLOW RATE ASTM D-4491 40 GAL/MIN/SQ FT
CHECK THE STORMWATER BASINS REGULARLY FOR SEDIMENT AND CLEAN OUT AS REQUIRED BY NCESC
I I—
PERMITTIVITY ASTM D-4491 0.55 SEC -1
STANDARDS.
CHECK THE SSAND ROCK CHECK DAMS FOR BUILDUPWILL PREVENT
IANDTAND
CCpyy^t-YYq ry
DRAINAGE. IF FTHE GRAVEL CLOGGED BY SEDIMENT, REMOVE CLEAN OR REPLACE.
GRADING,
CHECK THE SILT FENCE BARRIER REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. REMOVE
MAINTENANCE:
SEDIMENT WHEN THE LEVEL OF DEPOSITION REACHES 6" DEEP AT THE BARRIER.
DRAINAGE,
REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FRIOM VICINITY OF UNIT
AFTER EACH
CHECK THE SEEDED AREAS REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. FERTILIZE AND
AS NEEDED.
STORM EVENT. IF THE CONTAINMENT AREA IS MORE THAN ONE-THIRD FULL
OF SEDIMENT,
RE -SEEDED AREAS
S.S MIN
AND
THEN EMPTY THE SILTSACK BY LIFTING THE UNIT OUT OF THE INLET USING
THE LIFTING
1 S.S (MAX)
31
:
STRAPS AND REMOVING THE GRATE.
EROSION
DETAILS
NOTE: AS MANUFACTURED PER SILTSACK MFG. OR APPROVED EQUAL.
C-531
PROTECTION (N.T.S.)
�P 4
EROSION AND SEDIMENT CONTROL NOTES7
(5]PAVEMENT/SWALE
CROSS—SECTIONINLET
SIEEr NINAWR

x
X
M
0
to
0
s
CD
0
E
$1
co
0
0
—i
(L
E
0
00
Ln
66
1
00
0
0
04
(6
0
0
2
04
n
U')
ui
E
a
z
:3
rn
0 M42
360 RCP
37 L.F.
1' SEDIMENT STORAGE AREA BELOW ELEV. 8.0'
SITE BENCHMARK
5/8" ISS, 2- BG
NORTH = 357166.925
EAST = 2463671.275
ELEV. = 20.39'
OP S-5
195'
/ / /
1,111 T
SF
�z
50'
X N,y>41EROSION CONTROL SILT
FENCE
(- t
18.50 18.60
19.50
21.00
�26. . . . ......
3 S.S.
(TYP) Q
Q 0 19.00
18.75 rj*
60
19.25
19.50
3
19
XX
1' SEDIMENT STORAGE
AREA BELOW ELEV. 10
EXISTING
F BUILDING
AS 4040
S-1
a FFE=23.83
DUCK POTATOES, SOFTRUSH, AND
/AMERICAN CRINUM LILY AT 2' O.C.
ALONG 10' WIDE AQUATIC SHELF
PLANTED WITHIN FIRST
A 6 Or IN VYL ( I T r-.)
MAINTENANCE ACCESS
9' WIDE RIP —RAP ?Op
CHANNEL (35 L.F.) (&C-531
SANITARY STRUCTURE TABLE
DESCRIPTION
OR TYPE
TOP. EL.
INVERTS
DETAIL
N
S
E
W
S-1
CURB INLET
18.90
15.20
2.4/5301
S-2
48" CURB INLET
19.90
14.90
13.50
15.00
2,6/530
S-3
36" 3:1 MES
13.25
3 /530
S-4
TYPE D INLET
1 19.401
15.50
1 /530
S-5
36" 3:1 MES
1
1 15.251
1
1
3 /530
"('
NORTH
SCALE: 1 "=20'
0 20 40
C
:
mz
W
rc
13/6/08 IMCDENR RESUB A
DATE I ISSUE/ReAMN
We hereby expressly
reserve the property
rights to this drawing
and It is not to be
reproduced, copied in
any format or manner
whatsoever without first
obtaining our express
written permission and
consent
"WN fffl I aWlED 914
VHB IMWj
GRADING
AND
DRAINAGE
DETAILS
1-1
IENLARGED PLAN C-532
SHEET NUMBER

m
0
0
3
E
M
m
0
O
a
E
0
00
u)
66
I
00
0
O
N
ai
0
0
SITE DESCRIPTION
IPROJECT NAME AND LOCATION:
EXCHANGE RENOVATIONS
M.C.A.S.
NEW RIVER. NORTH CAROLINA
OWNER NAME AND ADDRESS:
FMWRC NAF CONTRACTING DIRECTORATE
4700 KING STREET, 5TH FLOOR
ALEXANDRIA, VA 23302-4415
[phone]
DESCRIPTION:
THE DEVELOPMENT WILL CONSIST OF RENOVATION OF AN EXISTING BUILDING,
ADDITION OF UNDERGROUND GAS TANKS, NEW CONCRETE PAVEMENT AND
RE -STRIPING OF AN EXISTING PARKING AREA.
SOIL DISTURBING ACTIVITIES WILL INCLUDE:
RE -PLACEMENT OF PAVEMENTS AND TRENCHING FOR UTILITIES.
RE -CONSTRUCTION OF AN EXISTING SWALE AND CONSTRUCTION OF A CLOSED
CONDUIT PIPE SYSTEM AND POND.
RUNOFF CURVE NUMBERS:
1. PRE -CONSTRUCTION = 86
2. DURING CONSTRUCTION = N/A
3. POST -CONSTRUCTION = 87
SOILS:
SEE SOIL BORING REPORT FOR SOILS DATA
SITE MAPS:
* SEE ATTACHED GRADING PLAN FOR PRE & POST DEVELOPMENT GRADES,
AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, WETLANI
PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS
AND STORM WATER DISCHARGE POINTS.
* SEE ATTACHED EROSION & SEDIMENT CONTROL PLAN FOR LOCATION OF
TEMPORARY STABILIZATION PRACTICES, AND TURBIDITY BARRIERS
* SEE GENERAL NOTES FOR REQUIRMENTS FOR TEMPORARY AND
PERMANENT STABILIZATION.
SITE AREA:
1. TOTAL AREA OF SITE = 7.19 Ac.
2. TOTAL AREA TO BE DISTURBED = 1.22
NAME OF RECEIVING WATERS: WHITE OAK RIVER BASIN
CONTROLS
THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL
EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND
TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON
PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY
TO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING
THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL,
STATE AND LOCAL LAWS. REFER TO "CONTRACTORS RESPONSIBILITY" FOR A
VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED.
FOR THE PROJECT. AREAS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT
WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS
COMPLETE
TIMING OF CONTROLS/MEASURES
REFER TO " CONTRACTORS RESPONSIBILITY" FOR THE TIMING OF
CONTROL/MEASURES.
CERTIFICATION OF COMPLIANCE WITH
FEDERAL, STATE AND LOCAL REGULATIONS
IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM
WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWING
PERMITS HAVE BEEN OBTAINED.
POLLUTION PREVENTION PLAN CERTIFICATION
1 CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL
ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN
ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED
PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION
SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO
MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR
GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE
BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I
AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE
INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR
KNOWING VIOLATIONS.
SIGNED:
DATED:
MYRA W. JONES, P.E.
GENERAL
THE ONSITE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE
REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION
AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE 3. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE
ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF
CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER
OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE COLLECTION FACILITY.
REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING
THE SYSTEM INTO OPERATION. 4. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE
SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR
EXCAVATION AND FILLING OPERATIONS SHALL BE MINIMIZED.
SEQUENCE OF MAJOR ACTIVITIES:
5.
INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE
DIRECTLY OFF -SITE SHALL BE PROTECTED FROM SEDIMENT -LADEN STORM
THE
ORDER OF ACTIVITIES WILL BE AS FOLLOWS:
RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS
7.
INSTALL UTILITIES, STORM SEWER,
THAT MAY CONTRIBUTE SEDIMENT TO THE INLET.
CURBS & GUTTER.
6.
DUST CONTROL: AREAS OPENED BY CONSTRUCTION OPERATIONS
1.
INSTALL SILT FENCES AND HAY
8.
APPLY BASE TO PROJECT
.,
AND THAT ARE NOT ANTICIPATED TO BE RE -EXCAVATED OR DRESSED AND
BALES AS REQUIRED
9.
COMPLETE GRADING AND
RECEIVE FINAL TREATMENT WITHIN 30 DAYS SHALL BE STABILIZED,
2.
CLEAR, GRUB AND CONSTRUCT
INSTALL PERMANENT
FOR DIVERSION SWALES/BERMS
SEEDING/SOD AND PLANTING
7.
TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT
AND SEDIMENT BASIN(S)
10.
COMPLETE FINAL PAVING
FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE
3.
CONTINUE CLEARING AND
11.
REMOVE ACCUMULATED
SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES
GRUBBING
SEDIMENT FROM BASINS
LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED
4.
STOCK PILE TOP SOIL IF REQUIRED
12.
WHEN ALL CONSTRUCTION
AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH.
5.
PERFORM PRELIMINARY GRADING
ACTIVITY IS COMPLETE AND THE
ON SITE AS REQUIRED
SITE IS STABILIZED, REMOVE ANY
8.
TEMPORARY GRASSING: THE SEEDED AND MULCHED AREA(S)
6.
STABILIZE DENUDED AREAS AND
TEMPORARY DIVERSION
SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER
STOCKPILES AS SOON AS
SWALES/DIKES AND RESEED/SOD
SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING
PRACTICABLE
AS REQUIRED
CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER.
TEMPORARY GRASSING SHALL BE THE SAME MIX & AMOUNT REQUIRED
FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS.
9.
TEMPORARY REGRASSING : IF, AFTER 14 DAYS FROM SEEDING, THE
TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75
TIMING OF CONTROLS/MEASURES
PERCENT GOOD GRASS COVER THE AREA WILL BE REWORKED AND
ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED
AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES VEGETATIVE COVER.
AND HAY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT
BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY
OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE
INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE
A
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN
AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE
WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE
ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS
AND THE EARTH BERM/SWALES WILL BE REGRADED/REMOVED AND STABILIZED
IN ACCORDANCE WITH THE EROSION & SEDIMNET CONTROL PLAN.
CONTROLS
IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND
SEDIMENT CONTROLS AS SHOWN ON THE EROSION AND SEDIMENT CONTROL
PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE
CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY
TO PREVENT TURBID OR PO'_LUTED- WATER FROM LEAVING THE PROJECT SITE.
THE CONTRACTOR WILL ADJUST THE EROSION AND SEDIMENT CONTROLS SHOWN
ON THE EROSION AND SEDIMENT CONTROL PLAN AND ADD ADDITIONAL CONTROL
MEASURES, AS REQUIRED,TC ENSURE THE SITE MEETS ALL FEDERAL, STATE AND
LOCAL EROSION AND SEDIMENT CONTROL REQUIREMENTS. THE FOLLOWING BEST
MANAGEMENT PRACTICES WIL BE IMPLEMENTED BY THE CONTRACTOR AS
REQUIRED BY THE EROSION AND SEDIMENT CONTROL PLAN AND AS REQUIRED
TO MEET THE EROSION AND SEDIMENT REQUIREMENTS IMPOSED ON THE PROJECT
SITE BY THE REGULATORY AGENCIES.
EROSION AND SEDIMENT CONTROLS
STABILIZATION PRACTICES
1. FILTER FABRIC BARRIER: "ILTER FABRIC BARRIERS CAN BE USED BELOW
DISTURBED AREAS SUBJE T TO SHEET AND RILL EROSION WITH THE
FOLLOWING LIMITATIONS:
A. WHERE THE MAXIMUN SLOPE BEHIND THE BARRIER IS 33 PERCENT.
B. IN MINOR SWALES OF DITCH LINES WHERE THE MAXIMUM
CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES.
REFER TO THE EROSION CONTROL DETAILS FOR PROPER CONSTRUCTION
OF THE FILTER FABRC BARRIER.
2. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT -
FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE
GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE
APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE
CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL
LIP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO
RECONCENTRATE AFTER RELEASE.
10. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND
CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE
MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO
FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED.
11. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF
THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE
OFFSITE FACILITIES.
12. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY
CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST
PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL
VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED
OR SODDED.
STRUCTURAL PRACTICES
1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE
USED TO DIVERT RUNOFF THROUGH A SEDIMENT -TRAPPING FACILITY.
2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN
A DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF
DISCHARGE FROM A DISTURBED AREA.
THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER
INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION
DIKE:
A. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS
APPLICABLE WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW
CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND
THE STRUCTURE.
THE 67 CUBIC YARDS OF STORAGE AREA PER ACRE DRAINED DOES NOT
APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS
THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL
STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE
DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT
BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN
ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL
SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS
,MUST BE REMOVED UPON FINAL STABILIZATION.
OTHER CONTROLS
WASTE DISPOSAL
WASTE MATERIALS
WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE
COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE
DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT
REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE
TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL. ALL
PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT
PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE
PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE
CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES
THE DAY-TO-DAY SITE OPERATION, WILL BE RESPONSIBLE FOR
SEEING THAT THESE PROCEDURES ARE FOLLOWED.
HAZARDOUS WASTE
ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE
MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE
MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE
PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO
MANAGES DAY-TO-DAY SITE OPERATIONS,WILL BE RESPONSIBLE FOR
SEEING THAT THESE PRACTICES ARE FOLLOWED.
SANITARY WASTE
ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS
NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED
AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL
REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS.
OFFSITE VEHICLE TRACKING
A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP
REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT
TC THE SITE ENTRANCE WILL BE SWEPT AS NEEDED TO REMOVE ANY EXCESS
MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING
MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A
TARPAULIN.
INVENTORY FOR POLLUTION PREVENTION PLAN
THE MATERIALS OR
SUBSTANCES LISTED BELOW ARE EXPECTED
TO BE
PRESENT ONSITE DURING
CONSTRUCTION:
F
C:mcrete
X1
Fertilizers
91
Wood
0
Asphalt
0
Petroleum Based Products
X❑
Masonry Blocks
X❑
Tar
X❑
Cleaning Solvents
X❑
Roofing MateriC
X❑
Detergents
X❑
Paints
X❑
Metal Studs
❑
------
El
-------
SPILL PREVENTION
MATERIAL MANAGEMENT PRACTICES
THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL
BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE
OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF.
B. GRAVEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE GOOD HOUSEKEEPING
HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED
PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE ONSITE DURING THE CONSTRUCTION PROJECT.
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED
AREAS.
C. DROP INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE
THE INLET DRAINS A RELATIVELY FLAT AREA (S < 5%) AND WHERE
SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL. THIS METHOD
SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH
AS IN STREET OR HIGHWAY MEDIANS.
3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND
PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION
& SEDIMENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES &
HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE
DISCHARING STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL.
4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE
LOCATIONS, THE PROPOSED STORM WATER PONDS (OR TEMPORARY
PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE
SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 67 CUBIC YARDS OF
STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE.
THE VOLUME OF THE BASIN AT CLEAN OUT SHALL BE 22 CUBIC
YARDS PER ACRE.
* AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO
DO THE JOB.
* ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY
MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A
ROOF OR OTHER ENCLOSURE.
* PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE
ORIGINAL MANUFACTURER'S LABEL.
* SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS
RECOMMENDED BY THE MANUFACTURER.
* WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE
DISPOSING OF THE CONTAINER.
* MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL
WILL BE FOLLOWED.
* THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS
ONSITE RECEIVE PROPER USE AND DISPOSAL.
HAZARDOUS PRODUCTS
THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH
HAZARDOUS MATERIALS.
* PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT
RESEALABLE.
* ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY
CONTAIN IMPORTANT PRODUCT INFORMATION.
* IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL
AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE
FOLLOWED.
PRODUCT SPECIFIC PRACTICES
THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE:
PETROLEUM PRODUCTS
ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE
REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF
LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED
CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES
USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S
RECOMMENDATIONS.
FERTILIZERS
FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS
RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL
BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER.
STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY
PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A
SEALABLE PLASTIC BIN TO AVOID SPILLS.
PAINTS
ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT
REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE
STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING
TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS.
CONCRETE TRUCKS
CONCRETE TRUCKS WILL ONLY WASH OUT OR DISCHARGE SURPLUS
CONCRETE OR DRUM WASH WATER ON THE SITE, IN A DESIGNATED
CONTAINED AREA AND SHALL BE CLEANED DAILY. NO DISCHARGE
SHALL BE ALLOWED INTO THE STORMWATER MANAGEMENT SYSTEM.
SPILL CONTROL PRACTICES
IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT
PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE
FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND
CLEANUP:
MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE
CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE
PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP
SUPPLIES.
MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT
IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL
INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS,
GLOVES, GOGGLES, LIQUID ABSORBENT (i.e. KITTY LITTER OR EQUAL),
SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY
FOR THIS PURPOSE.
ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.
THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL
WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM
CONTACT WITH A HAZARDOUS SUBSTANCE.
SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE
APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE
SIZE OF THE SPILL.
THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO
PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP
THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT
CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED.
THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE
OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR.
HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO
WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE
INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE
OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL
PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF
APPLICABLE, IN THE OFFICE TRAILER ONSITE.
MAINTENANCE/INSPECTION PROCEDURES
EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES
THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE
USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS.
* NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME
WITHOUT WRITTEN PERMISSION FROM THE ENGINEER.
* ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT,
THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR
SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND
FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER.
* ALL SEDIMENT CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING
ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF
REPORT.
* BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS
REACHED ONE-THIRD THE HEIGHT OF THE FENCE.
w
F
p
o
m
Z
o
0-
N
w
o
0
U
o
J
Z
w
�
O
¢
Z
O
m
0
¢
Z
0
m
N
wQ m
0 J
¢ J
0 ¢
Z
w (if
:2o
¢ U
Z
¢
N
wZ
Z 0
N U
m o
z
U
rn
* SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO
SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND
TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND.
* THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT,
AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10
PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB,
WHICHEVER COMES FIRST.
* DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES
PROMPTLY REPAIRED.
* TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED
FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
* A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH
INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE
INSPECTOR IS ATTACHED.
THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND
AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL,
STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND EROSION
PLANS, OR STORM WATER MANAGEMENT PLANS.
THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM
WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM
THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF
TERMINATION IS SUBMITTED THE REPORTS SHALL IDENTIFY ANY INCIDENTS
OF NON-COMPLIANCE.
* THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO
WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR
ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE
REPORT.
* PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE
RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE SUPERINTENDENT
THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE
PRACTICES NECESSARY FOR KEEPING THE EROSION AND
SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER.
NON -STORM WATER DISCHARGES
IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES
WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD:
* WATER FROM WATER LINE FLUSHING
* PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR
HAZARDOUS MATERIALS HAVE OCCURRED).
* UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION).
ALL NON -STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT
BASIN PRIOR TO DISCHARGE.
CONTRACTOR'S CERTIFICATION
I CERTIFY UNDER PENALTY OF LAW THAT UNDERSTAND THE TERMS AND
CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER
DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE
CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION.
> 0
V) O
N O
T M0
IT
IT
Uj A O t6
WCL O)
E > o F-
Z c°� �LLo
'n a)le
o rn
N N C
Z
fU > O N
W 0
rn
F- Cad
Q M D
J
U
W co
10
U Vie
Q Q I6
'7
J (D
J = Q
Y
Cn
2
i
i
i
MIT
PERMIT
Cl
WREMVIEW
ENEW
ET
DATE I ISSUE/REVISION
We hereby expressly
reserve the property
rights to this drawing
and R is not to be
reproduced, copied in
any format or manner
whatsoever without first
obtaining our express
written permission and
consent.
DRAWN BY: I CH111=1 D 9r:
VHB MWJ
AE JOB NWDER
•e•9
STORMWATER
POLLUTION
PREVENTION
PLAN
Wm
C-540
SHEET NWI

`��1�YW� tl�111 ty��y
b
od
ELF
12M,
1-{1312 W
ZmgJ2
.uw
L�sbz�
P
UTILITY NOTES
1. THE GENERAL CONTRACTOR SHALL CONFIRM ALL NEW UTILITY TAP LOCATIONS
WITH THE UTILITY OWNERS.
2. IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILABILITY OF ALL EXISTING AND' PROPOSED UTILITIES IN THE
FIELD PRIOR TO GROUND BREAKING.
3_ UNDERGROUND CONDUITS SHALL BE PLACED IN GRASS OR LANDSCAPE AREAS
WHENEVER POSSIBLE. THE LOCATION OF THE CONDUIT SHALL BE DETERMINED
BY THE CONTRACTOR IN THE FIELD. PVC SCH. 40 SLEEVES SHALL BE INSTALLED
FOR ALL CONDUIT CROSSINGS UNDER PAVED AREAS.
4. MINIMUM SLOPE FOR SANITARY SEWER:
2.0% FOR 4" LINES AND 1.0% FOR 6" LINES WITH
CLEANOUTS AT 75' INTERVALS MAXIMUM.
5. ALL WATER LINES SHALL HAVE FINAL COVER DEPTH OF V-O" IN NON -TRAFFIC
AREAS AND 41-01 MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTED
OTHERWISE ON THE PLANS.
15. ALL SEWER LINES SHALL NAVE A FINAL C®VCR DEPTH 0r V-0.
7. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
8. SANITARY SEWER SERVICE SHALL BE 6" PVC SCH 40 TO BUILDING. WATER
SERVICE SHALL BE PVC SCH 40 TO THE BUILDING FROM THE METER.
1.8't
.32
1-1/2Y SCH-40 PVC
18" CL. III RCP 19.43- DOMESTIC WATER LINE
STORM SEWER
LINE 0.71't
17.22
INSET "A"
NOT TO SCALE
LEGEND
-. -- =
GAS
-&ss- =
SANITARY SEWER/MANHOLE
.-w-- =
EXISTING WATER LINE'
-OHE- =
OVERHEAD ELECTRIC
-e- -:) =
UTILITY POLE/ANCHOR
+ =
LIGHT(AREA)
--uT-- =
UNDERGROUNDTELEPHONE
=
TELEPHONE RISER
1PFO =
IRON PIPE FOUND
IRSO =
IRON ROD SET
CMFE] =
CONCRETE MONUMENT FOUND
=
SIGN
;>- =
EXISTING LIGHT POLE
- s-
= PROPOSED CONTOUR
---za---
= EXISTING CONTOUR
26.3
= EXISTING SPOT ELEVATION
11fii
= CATCH BASIN
®
= DRAINAGE MAN HOLE
®
= DROP INLET
�Y~
= FIRE HYDRANT
I
= WATER VALVE
Gv
= GAS VALVE
0
= SEWER CLEAN OUT
©
= CONCRETE SLAB
= PROPOSED STORM SEWER
= PROPOSED SEWER CLEANOUT
C.O.
�+------ m-
= PROPOSED SILT FENCE
-LOD
= PROPOSED LIMITS OF DISTURBANCE
= PROPOSED CONCRETE
ss
= PROPOSED SANITARY SEWER
w
= PROPOSED WATER SERVICE
c
= PROPOSED GAS SERVICE
- OE -
= PROPOSED ELECTRICAL SERVICE
- LIT -
= PROPOSED PHONE SERVICE
21.78
1.9't
18" RCP 1-1/2n SCH-40 PVC
STORM 19.80- GAS LINE
SEWER LINE 0 5't
-19.30
dry'<;;rF" R`✓°.fo`�. ff"�''il�llr'�� .17.80
INSET "B"
NOT TO SCALE
ASPHALT
ASPHALT
09
ASPHALT
CURTIS ROAD
' n$I'>HALT
W
> o
N
Lu
LLI
va
1u a'
C ® 3
K`
.........
... .
UITC1, . ....... _... _...---
DITCH
I �
PROPOSED L', IRIQIGA1j10N ' 44I
1I !
METER E BACKFL,ON
PR_EVENTER. WATTS %9 Q'T` .
,d OR APPROVED EnuAL
1 66LF 6" CLASS 50 MJ DIP
' '" -T IRRNaR) IS RE6NlIRED %,
215 00 3 ( WITN RESTRAINING GLANDS
-------'-- BY OWNER) I I FROM PLUG TO TAPPING
---- PROPOSED 2`-VA7 SLEEVE
VALVE IN BOX (TTYYPP�IO
~Y ` CONTRACTOR TO COORDINATE PROPOSED ? SQR21 PROPOSED 8'x8'xO
WITH NORTH CAROLINA-� I I PVC WATER NI` asPHui TAPPING SLEEVE
NATURAL GAS FOR EXACT GAS I I I AND VALVE
SERVICE LOCATON I SEE INSET 'B' I I I
� 1 t
W xi
iI
or ORPROPOSED 1-V2' PROPOSED 6' MJ PLUG`. ry CONTRACtOR TO INSTALL
PVC SCH-40 --�3 PROPOSED 1-1/2'WATER ` I I� I NEW WATERLINE
7 T WATER SERVICE METER { BACKFLOW I I > _ EXISTING -UNDERNEATH36' CMP STORM
-- -1 - - ----I- I PREVENTER. SEE DETAIL I I CULVERT WITH A MINIMUM
---� /j M13.6TM 6 O SHEET 7 I OF 12' CLEARANCE
i:,, a EXISTING 8' I`,I
WATERLINE. S
INSET 'A' CONTRACTOR TO COORD-"TI
/ o N aF 16 WITH NEW RIVER MCA5' FCIR I
j RIC ----- y EXACT ELECTSERVICE
// LOCATION INV i.w
°j (SEE ARCHITECTURAL PLANS FOR ' z
(EXACT BUILDING DIMENSIONS)/
0
F F E.=22.75 CONTRACTOR TO 6'.iIORDINATF
i M 3 �bosT
/ uE I t
j�nn' ion /,� LIT �:
PROPOSED Ox6'x4' �_ WIIH NtH RIVER MCA5 FOR
\\ o u T , , . PVC 5CH-40 WYE EXACT PHONE -SERFICE
INV.18.58 LOCATION
.... IN. C.O.INV... i
` 93LF 6' PVC SM-40 d 1.0 17.56
C.O. ELEV15 AT 51 FROM BLDG. 00
INV.OUT- 18.99(DOM)_
CONTRACTOR TO REFER INV.OUT- 19.17(GREA5E) 27LF 6" PVC C.O. INV..
TO ARCH. PLANS FOR , SCH_ B 1.0X 18.41
EXACT BUILDING IBLF b PVC
PENETRATION LOCATION `SCH-40 @ LOi C.O.INV.• a Owl x'
�4 C.O. INV.� C.O. INV. 18.50 `,
(TYP.) 18.77 19.04
9LF 4' PVC Q
-40 6 1.0% j C
---- EXISTING POWER
1500 GAL.EPTOR
GREASE CABLE IN CONDUIT ?••'� `' r �: I I
INTERC. TO BE FIELD
- - INV.IN-I8.99 VERIFIED PRIOR TO
INV.OUT-16.49 CONSTRUCTION
INTERCEPTOR. SEE
- - --- -- - - 21 SWEET 00' 7 FOR DETAILS C.O. INV.+
17.10
C
/
Y
u I
'1
I
s
i
I
I
�
,
G.O. INV.-
:1
. .
I
16.35
i
1:
' 1
.
------ _-. -._.
-- -
ASPHALT
,.
I
ASPHALT
m
i
JI
o
I
li G
i
1
J
INV.IN- 15.60
•-{_}..
SSMH ..
TOP 23,00
SSMH
roil 22.90
--�V TSSMH
OP 22
WV 15.50
INV 15..70
Id1a5
WV 7
GRAPHIC SCALE
x c
20 0 10 20 40
I Inch = 20 Feet FINAL DESIGN NOT RELEASED FOR CONSTRUCTI I
i
PROJECT MANAW
RPB
DRAWING SCALE
0-20'
909 MARKET 5TRE
` - ,K WILMINGTON, NC 28
VVLE [phone]
DICKSON Office Locations:
community Infrastructure consultants North Carolina Georgia
South Carolina Florida
-RELEASED FOI
DATE
I APPROVALS
3/29/05
DESIGN BY
RPB
PROJECT DA
12/04
BIDDING
APPROVED "Y
RPB
PROJECT IAIMBER
40532'O.WLD
GONSTRUCTI
FILE NAME
UTILITY PION
PLOT DATE
4/14/05
RECORD DWG.
WENDY'S INTERNATIONAL, INC.
1105 SCHROCK ROAD, SUITE 401
COLUMBUS, OHIO 45229
wgnD9'S�
NEW RIVER AIR STATION
UTLITY Pt N Hz13iT
5
n
t'

§p
€ 8
UTILITY NOTES
I. THE GENERAL CONTRACTOR SHALL CONFIRM ALL NEW UTILITY TAP LOCATIONS
WITH THE UTILITY OWNERS.
2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILABILITY OF ALL EXISTING AND' PROPOSED UTILITIES IN THE
FIELD PRIOR TO GROUND BREAKING.
3. UNDERGROUND CONDUITS SHALL BE PLACED IN GRASS OR LANDSCAPE AREAS
WHENEVER POSSIBLE. THE LOCATION OF THE CONDUIT SHALL BE DETERMINED
BY THE CONTRACTOR IN THE FIELD. PVC SCH. 40 SLEEVES SHALL BE INSTALLED
FOR ALL CONDUIT CROSSINGS UNDER PAVED AREAS.
4. MINIMUM SLOPE FOR SANITARY SEWER;
2.0% FOR 4" LINES AND 1.0% FOR 0 LINES WITH
CLEANOUTS AT 75'INTERVALS MAXIMUM.
5. ALL WATER LINES SHALL HAVE FINAL COVER DEPTH OF V-0" IN NON -TRAFFIC
AREAS AND 4'-0' MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTED
OTHERWISE ON THE PLANS.
i&. ALL SEWER LIWIS SHALL NAVE A FINAL C®VFR 15FPfk 6P V-60.
7. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY, FIELD CONDITIONS PRIOR
TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
8. SANITARY SEWER SERVICE SHALL BE 0 PVC 5CH 40 TO BUILDING. WATER
SERVICE SHALL BE PVC SCH 40 TO THE BUILDING FROM THE METER.
.32
1.8't
1.9't
78
1-1/2" SCH-40 PVC 18" RCP 1-1/2" SCH-40 PVC
18" CL. III RCP 19.43- DOMESTIC WATER LINE STORM 19.80- GAS LINE
STORM SEWER ASEWER LINE 0 5't
LINE 0.71 t
-1s.so
✓r
f f r -17.22
INSET "A"
NOT TO SCALE
LEGEND
---. -- =
GAS
}ss- =
SANITARY SEWER/MANHOLE
-w- =
EXISTING WATER i_INE`
-OHE- =
OVERHEAD ELECTRIC
-.� D
= UTILITY POLE/ANCHOR
+
= LIGHT(AREA)
--UT--
= UNDERGROUNDTELEPHONE
9
= TELEPHONE RISER
IPF0
= IRON PIPE FOUND
IRSO
= IRON ROD SET
CUT El
= CONCRETE MONUMENT FOUND
= SIGN
i�-
= EXISTING LIGHT POLE
--
= PROPOSED CONTOUR
---24--
= EXISTING CONTOUR
. 26.3
= EXISTING SPOT ELEVATION
ww
= CATCH BASIN
(D
= DRAINAGE MAN HOLE
®
= DROP INLET
-�
= FIRE HYDRANT
Y
„I
= WATER VALVE
Gy
= GAS VALVE
0
= SEWER CLEAN OUT
©
= CONCRETE SLAB
= PROPOSED STORM SEWER
"
= PROPOSED SEWER CLEANOUT
C.O.
a --
= PROPOSED SILT FENCE
Loo
= PROPOSED LIMITS OF DISTURBANCE
= PROPOSED CONCRETE
ss
= PROPOSED SANITARY SEWER
w
= PROPOSED WATER SERVICE
c
= PROPOSED GAS SERVICE
- UE -
= PROPOSED ELECTRICAL SERVICE
- UT -
= PROPOSED PHONE SERVICE
INSET "B"
NOT TO SCALE
\ ASPHALT
ASPHALT
ASPHALT
CURTIS ROAD
M
I..
EOGE OF I,.'.(ME'-
"• 5
K
LAICH _ _.
--- --- --- --_------- _ ___---.._-- ---...___ ___ -- _ .__--- _._..__.
--...__ _... - - UITCH ..
..
a �
PROPOSED d'. IRI11CaA`ft10N 1
METER / BACKFLOW
PREVENTER. WATTS 909 QT\
16`ruM C- OR APPROVED EQUAL \1 ' 66LF 6' GLASS 50 MJ DIP
- 215.00' (IF' IRRIGATION 15 REQUIRED' WITH RESTRAINING GLANDS
--- - --- - - -- - -- - _.... -- - - -- -- - BY OWNER)
FROM PLUG TO TAPPING
PROPOSED 2 ¢X 51 SLEEVE
VALVE IN BOX (T1� ( I
CONTRACTOR TO COORDINATE PROPOSED ?f� ¢Rz, x '' l
WITH NORTH CAROLINA---�I ( PVC WATER N ASPHALT I TAPPINGOPROPOSED
NATURAL GAS FOR EXACT GAS I I I AND VALVE
-- SERVICE LOCATON I SEE INSET 'B' I I I I
II
PJPMED i-V2' PROPO6ED 6' MJ PLW`r I I I 1 CONTRACTOR TO INSTALL
_PVC SCH-40 PROPOSED I-1/2'WATER ` I I� I NEWW WATERLINE
T - - - - WA ER SERVICE METER t I i •. UNI ERNEATH P STORM
SEEWI
PREVENTER. DETAIL I ~o EXISTING 4
I � CULVERT WITH A MINIMUM
M13.67 M < fi.6 , o SHEET 7 I OF 12' CLEARANCE
TY )1R14 �Tj17 0 / M% Nei 115.0' M/ 13.33 i o EXISTING 8' I`,I
voj WATERLINE
/ INSET 'A' LO I L
o CONTRACTOR TO COORDINATE
WITH NEW RIVER MICAS FCIR I
c I a EXACT ELECTRIC SERVICE
3,337 SF / r - Lor�roN Nv 6.DB j
(0 X
_- M/ (SEE ARCHITECTURAL PLANS FOR, 10.00'- I I I
(EXACT BUILDING DIMENSIONS) % //
o / � F.F.E.=22.75 i M 11 9osT
LC
o v I � 196T� / � °E t
/ - CONTRACTOR TO G.CXMDINATF I
j�nn i�o 3T ur
u U '" PROPOSED 6'x6'x4' IH NEW RIVER MGAS FOR
PVC 5CH-40 WEEXACT PHONE SE11VIGE I 1
r INV.� 18.58 LOCATION 1
G.O. INV.- : i
OBLF 6' PVC SCH-40 0 1.0 17.56
C.O. ELEV'S AT 5' FROM BLDG. 00 1
INV.OUT- 18.99(DOM) -_a 1 ,•. I
CONTRACTOR TO REFER INV.OUT- 19.17(GREASE) 27LF 6' PVC C.O. INV.-
TO ARCH. PLANS FOR 18LF 6' PVC 5044@ LOS 18.41
-- \ EXACT BUILDING j
PENETRATION LOCATION `-40 @ LOt C.O. INVr // ::..•.; ,� :�I
y (TYP.) C.O. INV.- G.O. INV." 18.50
18.77 Ig.04 ,F/
jFf'I gLF 4' PVC �' "• u ' Q
O
-40 @Lox I
--- - EXISTING POWER
1500 GAL GREASE GABLE IN CONDUIT ?.-•';
INTERCEPTOR. TO BE FIELD +
- INV.IN-IB.g9 VERIFIED PRIOR TO�-
• INV.OUT-18.49 CONSTRUCTION + .
INTERCEPTOR. SEE aSHEETI .(
7 FOR DETAILS G.O. INV.-
215.00' -
l l 17.10 I I
/ / 1 V I
P /
--
1
- --- G.O. INV .-
16.35
ASPHALT
1
ASPHALT
.1 I.. .�.
lIlF:l
IL:
• � I I � �.a
r.
j
INV.IN- 15.60
�•---e-_. �MH VV 55MH
SSMH TOP 2203
TOP 23.00 , nil 22.9a "ry 74.57
INV 15.50 , 1NV 15..7p
GRAPHIC SCALE 4 `w
20 0 10 20 40
PROJECT MANAGER
DRAWING SCALE
qOq MARKET STRE
1RELEA5ED FO
DATE
APPROVALS
3/29/05
RPB
15.20'
WILMINGTON, NC 28
(91O) 762-4200
DESIGN BY
PROJECT DATE
BIDDING
RPB
12/04
DWK
DICKSON Office Locations:
APPROVEDBY
PROJECT NUMBER
O.WL
COmmunity Infrastructure consultants North Carolina Georgia
CONSTRUCTI Ot
E NB4
NAME
MEN
DATE
PLOT DATE
UTILITY PLAN
1 4/14/05
South Carolina Florida
RECORD DWG.
1 Inch = 20 Feet
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
4.
WENDY'S INTERNATIONAL, INC.
1105 SCHROCK ROAD, SUITE 401
COLUMNS, OHIO 45229
NEW RIVER AIR STATION
UTLITY PLAN
FXN113TT 3
9
,

X X X X
mM mW mMrr� m�Ar1
9�199
OI OI OI N
OI 0In?
000CI
4 IIVp
C7An0
p/f
Ol
G
4.
rn
0
00 %
ooOm
IN"v-15.22
Ex. i5.21HEAUBALL- i
INV-15.21
DBL 36•RCP.-.�
Ex. xNCT1ON Box
TOP-20.17
w
E
me
0
a
E
0
In
ad
8
4
O
O
i
M
U
a
E
z
9
39
17
N
M
I
N
O
0
0
m
INV-17.44
iNV-17.27
INV-19.30 - -22I
-
-- 2' — — — — — — =--z ,°�_� —_' _' C _ �__.._ ��=19— J—� '� EX INLET ry —221
�18� TOP-21.46
INV-Ia. 13
PROPANE ' — _ zz yy.
TANKS, . S \ ���_ --tea
°WITH 7 ' i -Yra: �ti-
/ / FENC LINK' —23i-� ' r� aR �+r �, 1
CUTTER
rl i
EXISTING
BUILDING ----' ---' /
i I
AS 4044
c) I FFE-23.80 I
RETENTON PON IilI' ASPHA4
T I I \
EX DROP INLET
N , '
/ TOP-23 DROP
I
UINV.20.63 I
DRY- R VE�JZ,� ' EXISTING ASPHALT PARKING REA
\ 2'ycTP _ 5T ao
(j — CONCRETE WALKWAY h c 1��,0 O 15
'�\ / .. .__/_......__.-_..... -.-_ INV-16.=V '�- t \ '�� ry !AD 'L^Y�,. iti ti -
o / 1 {I;' l✓ PHA' T / �.I III
IV
EX DROP INLET
'' �.._. TOP-23.61 A I I 1• I I I I I.L
/ / \` ` /ry1_� INY-20.72 70 L
��I- { 1 O I CQ
tot
ASPHALT `DLO
OCKINGh� yk 9�
��HALT I I I � D I
ASPHALT I � II i 1 ti
,i
�ry� I� I , II I � I / 1
, c� I i
STORAGE • ( i` z 0 M I 1J I I I I I
FREEZER I I r �•J I 1-�� "I'll
/
EXISTING I ASPHAL? _J n i ry I I i
/ BUILDING p 1� I x�3
I 9L �� ry0• ' LJ.� W
AS 4040 rye• tiry0y ��,� ti ! °°z
I FFE=23.83
!:
i 1ti 9
LOADING `
oocK I a I
/ / L ------- 4L
x
5NC71 oN Box At
ti I I t1 ry h ry ryry dry• _ I�� I
DUMPS tER
1 . ®rl'. .�� �� `�:-•,' �:7p. �
p)'� 6fO ASPHALT
/ `, - __'k�`i� c2 /���^^�', •..irytiryryye Ct ry' J ; tip• '^ �,y`pl�.' RkR?• 6` 1 1
t --• �_ _ `4 / � ' I 1 •-_•_-- f \ ! r�9% w,O � <. . •�y p 1 � '� •' i �o'. •b•�'� '. 4 3• .Lp� _ �L6I CON':'iii_ iE \ J,1lr � ' �� I `
1
- ---\ �P �_ /� J`Ji2Y \ �. _-_-i-�- � '�9`p..:.-
WCUP
` ` `•\. I --Gs 36'--.5T`6T�P ...- ..� `` '`-.~. '., I � � `l�1 L .--. _.-- —.. .-- .-2.t- --- / / �9 1 - - - �-r--- _ -.- _..- _-•- •_ .._--.__--.-.- --r2�� � �- � ._ -...._ 1 ..-._ _-22
�}, 1 I o• �.._.-- -- 1• — _^ INv=16.53 t I-22---'-
•S\„ • _-21••- -•'22s _ _ - INV-16.51
r J+ --' INJ-.6.06 ...--- ^_�� �RP��SI%I�IQ � �W ..-..- S ...
EX TOPDROP M11.ET SCHMIDT STREET, — _ - _ -- _ _, T.�oss:..�..: _ — — __ , _ J
6
\\ '` `-•---... '-'-- INV-14.90 -- 1" _- � S. r �� _... _ _ —' --—27 /
am
fftSSimi4 =� r �1L �� aw _ - - '-' ___• � - �' _.ter.. __._ st--- .,.. -._ _ ...- ._.- -- --- --__ -- ---_"-
.
- — --- — — — ---- ` - -'- -- — — -
Revised boundary shift from edge of
median to the center of the median (typical).
Revised boundary shift from edge of
median to the center of the median (typical).
Revised boundary shift from edge of r
median to the center of the median (typical).
Drainage Area = 308,499 SF (7.08 acres)
Impervious Area = 222,663 SF
%BUA=72.18
C = 0.69
MCAS Exchange New River, AS4040
Permit No. SW8 080206
Drainage Boundary Modification
By: Avolis Engineering, PA
PO Box 15564
New Bern, NC 28561
[phone]
[phone] (fax)
APPROVED
PPPROVED
tNMGn70
WW&
flWGGWICOUNS"
DMSIONOPWATERWM
NORTH
SCALE:1 "=40'
0 40 SO
Lf%MM7M"MM11
06
Ce
LU
Z
Z
w
CO
LU
I`
U
J
Y
TCO
i
Y
0
amp
ax
_ m m
W m C a
=�°am
=tea
MAID
�J
Y
TV
C
Za
Z
O
O z
U
W
W z
0 �q
Z U
Q �
U
W
t1C:7LJl 1 :.i 3--T-z
WE I 03IJE/0W0M
IYYMMto
UIY PIIIpY1�
amid R Is not to be
or nwx~
INAn flnt
.ME
v«m.Ylonmd
aonYYnf.
onww W. OHM= art
VHB MWJ
POST —
DEVELOPMENT
DRAINAGE
DIVIDES
PLAN
C=132

fX�\
I I fl,
:A:)ISITE PLAN-SCHMIDT STEEP
dr--il SCALE: 1 "=20'
j i L - = lJ' // /' /'
� i __
�_ �j�i�i�? oo
— — -D-
EXISTING IFo ` o 0
I GRAVEL I =� o —
o —D—
i EXCHANGE- � pro MODIFIED EXCHANGE
DRAINAGE AREA DRAINAGE AREA BOUNDARY
DRI E - GRASS TO ASPHALT = 984 SF
i
\— EXISTING o
ASPHALT — I,�c -EXISTING EXCHANGE r-
D DRIVE o — — — DRAINAGE AREA BOUNDARY
-UGC— —\ �-- — — — (REMAINS UNCHANGED)
_ \ — — — — — — — — UGC — \
GRASS 10 ASPHAL =
//� ______—______-- F,
i" _ _-_—_ -------- / ��� �,- SHIFTED OUT OF
EXCHANGE BOU
/ EXISTING EXCHANGE
/ /DRAINAGE AREA BOUNDARY
1 /
EX. CONCRff SIDEWALK
1 —
1
I
LISP \lob
P
SCHMIDT STREET — GHp�1GE Opp`�Cp,�
EX. CONC ETE SIDEWALK
EXISTING \
ASPHALT
DRIVE
/ C -UGC—
EX. ASPHALT PATH --�- �
W \
X. POLE -MOUNTED SIREN PIVI
x 1EXCHANGE
EXISTING OHE- UGE' ® DRAINAGE AREA
CONCRETE PIV /
EXISTING _
�——W- CONCRETE
EX. I EX. 36" CMP _-0ID w - DRIVE
w EX. DMH _ _ -D-
DI
- -
1-- W x W EX— — — —D— — — — — — — — — —D— — — — — — — — — — -D- — — QD -D- — — D EX. 36" RCP
- - UGG - - - - - - - - --UGC, - - - - - Z _ OHE - - - - - - - - _ - -0HE- - -
W X� EXISTING _ _ — _ — — —OHE- — -- —
o - - -OHE/ )HE-�R — — — ASPHALT TO ASPHALT = 344 SF
< X/ — DRIVE
W SCHMIDT ST _ E ET GRASS TO ASPHALT = 1,269 sF
W
N
CD
W
ASPHALT TO ASPHALT = 587 SF --
x ._------- - - ASPHALT SHIFTED OUT
W MODIFIED EXCHANGE EXISTING EXCHANGE OF EXCHANGE BASIN -
-- GRASS TO ASPHALT = 1,332 Sr DRAINAGE AREA BOUNDARY DRAINAGE AREA BOUNDARY BY GRADING = 347 SF
ASPHALT SHIFTED OUT SHIFTED OUT OF -
EXISTING EXCHANGE EXCHANGE BOUNDARY EX. ASPHALT PATH
OF EXCHANGE BASIN /
DRAINAGE AREA BOUNDARY OF GRADING = BASIN
SF NEW EXCHANGE e�
DRAINAGE AREA BOUNDARY
-OHE- �-
NEW EXCHANGE
=_ DRAINAGE AREA BOUNDARY
B SITE PLAN-SCHMIDT STEEP
C-3 C-3 SCALE: 1 "=20'
CD
m
a
w
w
cn
w
z
J
EX. CONCRETE
DRIVE (BLOCKED)
—D — — -D
EX. 30" CMP
SCHMIDT STREET
C SITE PLAN-SCHMIDT STEET
C-3 C-3 SCALE: 1 "=20'
NC GRID NAD 2007
VERTICAL DATUM: NAVD 1988
8�� p pNO� M
-w— NG­
C--BE+STI ETE
DRIVE
_[)EX. 30" CMPLn D
-OHE-
)HE-
- -
—---
/ GRASS TO ASPHALT = 1,228 SF
0
I / L MODIFIED EXCHANGE
U) DRAINAGE AREA BOUNDARY
EX. ASPHALT PATH
UN
6y�5�v-a S�
EX. CONCREfE
I _ EX 30" CMP DRIVE (BLOCKED)
-W- o -D - - -D
EX. BARRIER
_ -OHE- - - -
- - OHE- — LIMITS OF WORK - END-
GRASS TO ASPHALT = 19313 SF
SHIFTED OUT OF
EXCHANGE BOUNDARY
0
w
m
w
N
W
z
x
Q
EXCHANGE DRAINAGE AREA o
BOUNDARY MODIFICATIONS m
w
w
N
I
w
U
EXISTING EXCHANGE
DRAINAGE AREA BOUNDARY-
-TO REMAIN UNCHANGED
EX ASPHALT PATH
�Pj PPTN
— - OHE- (7 GENERAL CONSTRUCTION NOTES:
C 1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
I THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
/INO WORK, THIS AREA 7 2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
R1
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
Q 3. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.01
4. ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION
I 0 PLAN, SEE DETAIL D, SHEET C-5.
—OHE-
7�:�N11
C GRID NAD 2 007
VERTICAL DATUM: NAVD 1988
NO WETLANDS EXIST WITHIN
THE PROJECT LIMITS OF DISTURBANCE
20 0 10 20 40
GRAPHIC SCALE: 1' = 20'

W
I ��iC40
19aa
A LOW DENSITY STORMWATER DRAINAGE AREA-SCHMIDT STEET
SW-2 SCALE: 1 "=40'
EX. BASEBALL FIELD
40 0 20 40 80
GRAPHIC SCALE: 1' = 40'
A77S-4039,

/ 5.2 x 21.1 .5
/ /
23.4 I 2TO AS4060 3.2 8,91a.2
z ��r 23.0 TO AS4061 EX. SECURITY FENCE / / / `
23.4 7 22.9 23.2 9. / / i
`� ` \ I 23.1 23.0
PqTy 24/GC /
. 3 � .�� F ' 0 225 / / .V J , /�19.9
_�
24.6 EXISTING FD� ��� 22.3 2 . 3 - D 23.1 - - - - -D
GRAVEL I C22.2 22.7 223 - - - - . 22.9DRIVE 5 .O2.1 - - - D- \ 22.7
24.3 2"�.3 _ - 22.4 / .9
z4.2 I I ' - - 21.1 _ -D- - - EXISTING ' 2e3'�3 S �Gp� x 1a� ''
I 23.1 -7D x21.o ASPHALT
-max 21.1 l-- -UGC- -� DRIVE 21.5 2,B2.4 - - - - -UGC
23.3 2 .sue ' 2129 2'.9 EX. SOLID EDGE LINE -WHITE \ 21.7 - - - -z1.i 21. - UGC - - - - 9.8 95
Ica --- / .5 f `
/ D-�-.-_.----- - - - -- \ EX. SOLID EDGE LINE -WHITE p�E = -- NP�� QP�N 9.0
- ---- -- - -- 21.8 4 --� _ -
i / 2.2 O 2.0 Ice, 21.3 3 -
23.4 T 2 - ----< PSP
c
9.3
2� .3-' 2 DOUBLE LANE LINES -YELLOW 3 - -- -
8.8
i 22.1 - TURN LANESLI ES -WHITE 03 DOUBLE LANE LINES-YELLOWO3 �s / / /� D LANE LINES -YELLOW 3 /
0 0 EX. S LID OUBLE m / '
CENTER IN YELLOW x 221 x x 21.9 21.7
Q o/ \x
4 J S� o
z3.6 23.0 21° r ``/ EX. OLID EDGE LINE -WHITE
2/i.o t` 2��-- --- --- ___ __�}Hp,NGE OFTRIPPING LOCATION (TYP) 1 - - - - - < _ a s
36 '�' a
�pN
TURN ARROW -WHITE SCHMIDT STREETaltp
All�e ` - -- -- F� / _ _-__ __-_ "`v' 9.2 EX. SOLID EDGE LINE -WHITE �J\ZS`va
/mil ?� 21.8
s �� f� 21.o z1.7 EX. CON 1.9 )- --_ _ -- -- _---- S e
9 1 2i E SIDEWALK 21.1 20.6 / 19.7 a
UGE 21.7 _-.------ -- -- - 9.9 EX. ASPHALT PATH � C UGC- -Z 8.7
2g „• - 21_5 EX. CONC SIDEWALK / 19.7 93itz,
22.2 �
25.6 /1 22.2 / D� ` -W 3 --J--- -W-
EXISTING
(1 t D - 21.0 / 20.0
�
20.0 \ /S
ASPHALT
5.9 x �( t I I DRIVE -p� W
Y� 21.1 20.9 / oz 20.0
25.4� 11 22.4� 22.6
A SITE PLAN-SCHMIDT STEET
C-3 C-3 SCALE: 1 "=20'
P
N� �ROP�vM N
X. POLE -MOUNTED SIREN PIV
x EXISTING � TO AS4039
EXISTING }
ASPHALT TO AS4040 }
EXISTING - OHE- UGE ® CONCRETE " EX. CONCRETE
CONCRETE P4 EXISTING E 30 CMP DRIVE (BLOCKED)
D DRIVE
EX. I �--
22.0,i ASPHALT -w- CONCRETE 2o.s i -D - - -D
EX. 36" CMP �D D - -w DRIB- 20.2 DRIVE m 2L8 EX. BARRIER 21.7
W EX. STOP SIGN 20.9 I z
W W EX. DMH z1.7 _ 2M -DEX. 30" CMP D 21.o z OHE- -
_ _ -D- - 20.7 - m 21.8 - - 21.8
�w X 20.0 EX. D---D-------D-----2----D-- QD -D- 1.4 D EX.36"RCP 21. 20.6 OHE- ----- 21.5-----OHE--- N 3
EX. SECURITY FENCE / / - - - ucc - - - - _ _ _-_ I_ - -UGC- - - - OHE- - - 2 - - - - - - -2 . . 21.1 OHE- - 21.8� _ _ o
J 20.0 -- - - - - - - - - OHE - - - - - - 2c.3 21 <` 21.7 -�- EX. SOLID EDGE LINE -WHITE
UGC -�-X- - -UGC - - - - - - - - - - - 0HE o g 2 _ _ _ / _- O3 DOUBLE LANE LIt2 -YELLOW --- 'i W
m -OHE- - OHE- - - - 1g g _ _ 03 TURN LANE LINES -WHITE �, 2t.a OUBLE LANE LINES-YELLOW03 22.2 22. -. N
¢ -X� 19.8 20.0 __.-. ... 2 oz cn 21 22.7 1
w 20 g EX. SOLID EDGE LINE -WHITE 225 w
N -- DOUBLE LANE LINES-YELLOWO3 21
EX. SOLID EDGE LINE -WHITE 21 2 x 21.5 s 22s 225-
x 21.4 ++nnII EX. MINI SKIP -WHITE
w 03 TURN LIE LINES -WHITE x .1 21.3 < TURN LANE LINES -WHITE
T'
M I SKIP-WHITE(3) Q
x 20 5 STREET TURN ARROW -WHITE 03 --- zz.o 21.9
SCHMIDT S 222 2, a 21.7
21.5 EX. ASPHALT PATH Gr= - C� -UGC-
x 20.2 x 20.4
20- o x 28.3 �__ 20.9 21.3 2' 8 21.4 2i 6 fX ASPNAIr PATH 21.8
SOLID EDGE LINE -WHITE I EX. SOLID EDGE LINE-WHITE
----���__� x 24.5
ASPHALT PATH / �
--U
ti 1
-� N ? 21.3
-OHE- -� Q =
4,
O
B SITE PLAN-SCHMIDT STEET
C-3 C-3 SCALE: 1 "=20'
NC GRID NAD 2007
VERTICAL DATUM: NAVD 1988
TO AS4039 } a
EX. CONCRETE EX. 30 CMP
DRIVE (BLOCKED) EX. CROSSWALK
-D - - -D l
.�
2� P p3N
21.a EX. BARRIER EX PSP�
21_2 '� OHE-
8 -
m-oHE- - - 1.a - Z a 21.s EX. SOLID EDGE
¢ a LINE -WHITE
N ---- EX SOLID DOUBLE
1 CENTER LINE -YELLOW I cn
w _____- - - EX. STOP BAR -WHITE �J
EX. MINI SKIP -WHITE EX ARROW twc o
-�X SOLID CENTER EX. STOP BAR -WHITE
EX. ARROW w
-- LINE
7
7 --(C CWKMMT STREET 21 LNESWHI EEDGE
21.8 -OHE- - - - -
- EX. CROSSWALK
21.8 EX. ASPHALT PATH -
�'EX. STOP BAR -WHITE
C SITE PLAN-SCHMIDT STEET
C-3 C-3 SCALE: 1 "=20'
NC GRID NAD 2007
VERTICAL DATUM: NAVD 1988
GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT
SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3. GRADE EVENLY BETWEEN SPOT ELEVATIONS SHOWN.
4. ALL DISTURBED AREAS SHALL BE REVEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION
PLAN, SEE DETAIL D, SHEET C-5.
NEW WORK ITEMS -THIS SITE:
Ot REMOVE EXISTING CURBING AND GRASSED MEDIAN, INSTALL NEW PAVED MEDIAN. SEE DETAIL C, SHEET C-4.
02 RAISE MANHOLE FRAME AND COVER TO BE FLUSH WITH NEW PAVEMENT SURFACE.
03 PAVEMENT STRIPING AS INDICATED. SEE DETAIL E, SHEET C-4.
NO WETLANDS EXIST WITHIN
THE PROJECT LIMITS OF DISTURBANCE
20 0 10 20 40
GRAPHIC SCALE: i' = 20'
I
0
21.4 m
21.8

10" ABC
COMPACTED SUBGRADE
— 6'-4"
36"
32"
40"R
A GRAVEL SECTION
C-2 C-4 NOT TO SCALE
44" 8 -4
28" 28"R
NO. 4 CU GROUND WIRE, WEAVE 3 STRAND-4 POINT I I
THRU FENCE AND CONNECT TO TOP BRACKET BARBED WIRE 32" L�i F-12"
STRAND OF BARBED WIRE FLEXIBLE 9'-0" 9'-0"
CU STRAND AND GROUND ROD (BOTH 1 5/8" TOP RAIL EXPANSION COUPLING 1 5/8" TOP RAIL DIRECTIONAL ARROW
SIDES OF GATE) 21' O.C. MAX. 4" DIAMETER CORNER POST
1 5/8" TOP RAIL
BRACE BRACE
/TRUSS ROD WIRE CHAIN LINK SKIP LINE SEE BELOW
TRUSS ROD GATE f TIE FABRIC > `r
> TRUSS ROD
3/8" MINIMUM HINGERRACF /3/8" MINIMUM
FLEXIBLE CU STRAP TURN LANE LINE -WHITE
T ATTACHED
N0. 7 COIL SPRING TO GAT ME P ER BAR STRETCHER AR
NO. 7 COILED SPRING
REINFORCING WIRE REINFORCING WIRE
GATE POST I I z I e 2 3/8"LIDNco
EMPOST
N
Ji— e e
U � U DOUBLE YELLOW LANE LINE -YELLOW
5/8" DIA. 10 LONG 24„ 12" 24"
SOLID CU CLAD MINIMUM
STEEL GROUND ROD MINIMUM INIMUM 15'
DRIVEN FLUSH INTO
GROUND. (TYP)
MINI -SKIP CENTER LINE -WHITE
B CHAINLINK FENCE AND GATE
C-2 C-4 NOT TO SCALE
5'f PEDESTRIAN WALKWAY 14'-6"t EXISTING TRAFFIC LANE
0 0 0-0`0 0-
0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0
o�o�o°o°o -0-0
0 o-or,o�p o 0 0 0 0
EXISTING STONE BASE
TO REMAIN
ING ASPHALT TO REMAIN
6.5'f PEDESTRIAN WALKWAY 14'-6" f EXISTING TRAFFIC LANE
SLOPE
°
0 0 0 0 0 0 O 00o0c�0000 00 00000000 0 0°00°0
EXISTING STONE BASE
TO REMAIN
EXISTING ASPHALT TO REMAIN
MEDIAN PAVING AT SCHMIDT STREET
(PNOT
TO SCALE
2" TYPE SF-9.5A
SURFACE COURSE
8" ABC STONE BASE COURSE
2.5" TYPE 1-19.0 B
INTERMEDIATE BINDER
PACTED SUBGRADE
D TYPICAL PAVEMENT SECTION
C-4 C-4 NOT TO SCALE
EXISTING MEDIAN AREA TO BE REMOVED WIDTH VARI
[-FINISH GRADE LINE
1 OF NEW PAVEMENT
`-EXISTING AREA TO BE UNDERCUT
TO ACCOMODATE NEW PAVEMENT
SECTION
VEXISTING ASPHALT CURBING
TO BE REMOVED
CROSS SECTION -EXISTING CONDITIONS AND DEMOLITION
NEW PAVED MEDIAN -WIDTH VARIES
CENTERLINE/CROWN OF
_ NEW PAVED MEDIAN
'I /ADC I QI /HOC
NEW PAVEMENT SECTION -
SEE DETAIL D, THIS SHEET
CROSS SECTION -RENOVATED CONDITION
14'-6"t EXISTING TRAFFIC LANE
0000000000°0°0 0 0 0 0
�_C) 0 0 °_o_o_o
EXISTING ASPHALT CURBING
TO BE REMOVED
00000cl00000000<
EXISTING STONE BASE
TO REMAIN
EXISTING ASPHALT TO REMAIN
14'-6"t EXISTING TRAFFIC LANE
SLOPE
°0°-°0°0°0°0°0 00000 00 °0000000°000°
EXISTING STONE BASE
TO REMAIN
EXISTING ASPHALT TO REMAIN
MILL AND LAP NEW 2" SURFACE COURSE
OVER EGDE OF EXISXTING PAVEMENT 1 FOOT
TO PROVIDE SMOOTH TRANSITION AND JOINT
(TYPICAL EACH SIDE AND ENDS OF EXISTING ISLANDS)
E PAVEMENT MARKINGS
C-3 C-4 NOT TO SCALE
:-- I
?Rig � t01� h

6" LAYER OF COARSE AGGREGATE (2"-3")
OVER 12" LAYER OF STONE BASE COURSE
MAINTENANCE:
1. MAINTAIN ENTRANCE CONDITION.
THIS MAY REQUIRE REPLACEMENT
OF STONE.
0
EDGE OF EXISTING —
ROADWAY PAVEMENT
A GRAVEL CONTROL ENTRANCE
C-2 C-5 NOT TO SCALE
7
SELF -ANCHORING
METAL POST @ 6' O.C. MAX
12 GAUGE 6"x6" WIRE MESH
FILTER FABRIC
8" BURY <�== FLOW
MAINTENANCE:
1. INSPECT STRUCTURES WEEKLY AND
AFTER AT LEAST A 1/2° OR GREATER
RAINFALL EVENT.
2. REMOVE SEDIMENT FROM BEHIND SILT
FENCE PRIOR TO IT REACHING A
MAXIMUM DEPTH OF 6 INCHES.
B SILT FENCE
C-P C-5 NOT TO SCALE
12" THICK NCDOT #57WASHED
STONE ON UPSTREAM SIDE
NON -WOVEN
GEOTEXTILE FABRIC
12- THICK NCDOT #57
STONE ON UPSTREAM SIDE
Pgw 0 0
01
3
FILTER CLOTH
'1-5'j CLASS B
I O RIPRAP
000 o 2
>00 00000 1
•ID w •!Arii
4' MINIMUM
C CHECK DAM
C-1 C-5 NOT TO SCALE
1. CONSTRUCT CHECK DAM OF RIP
RAP STONE PLACED IN ACCORDANCE
WITH DETAIL.
2. SEDIMENT BEHIND THE CHECK DAM
SHALL BE REMOVED PRIOR TO THE LEVEL
REACHING WITHIN 6" OF THE CENTERLINE
CREST OF THE DAM.
3. SHOULD SCOUR DEVELOP AT THE
DOWNSTREAM END, IT SHALL BE
IEYPORARY VEGETATVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
JANUARY THROUGH DECEMBER
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
MAY THROUGH AUGUST: (SUPPLEMENTAL SEEDING)
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL
INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED
AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY
DISCED INTO THE BED TO GIVE IT FURTHER RESISTANCE
TO BLOWING AND WASHING.
THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF
GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY
THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST
IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF
EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE
CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF
GRASS IS AT LEAST FOUR INCHES HIGH AND HAS
ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED
AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY
THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS.
PERMANENT SEEDING VEGETA11014
ALL DISTURBED AREAS NOT COVERED WITH BUILDINGS,
PAVEMENTS, OR OTHER IMPERMEABLE SURFACES SHALL BE
SODDED AS PERMANENT GROUND COVER..
1. THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
ADDITIONALLY, WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
FROM THE COMPLETION OF THE PROJECT (WHICHEVER IS SHORTER),
PERMANENT GROUND COVER SHALL BE ESTABLISHED.
2. THE CONTRACTOR SHALL BE REQUIRED TO INSPECT ALL EROSION CONTROL DEVICES
AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER
THAN 1/2 INCH (IN 24 HOURS). ANY DAMAGE MUST BE REPAIRED IMMEDIATELY.
3. A RAIN GAUGE MUST BE MAINTAINED ON THE PROJECT SITE AND RAINFALL
DATA RECORDED DAILY.
D VEGETATION PLAN
C-2 C-5 NOT TO SCALE
SEQUENCE OF WORK
1. REVIEW EROSION AND SEDIMENTATION CONTROL
REQUIREMENTS AT A PRECONFERENCE.
2. INSTALL TEMPORARY EROSION AND SEDIMENTATION
CONTROL DEVICES.
3. STRIP MEDIAN AREAS WHERE ABC AND ASPHALT WILL BE
PLACED FOR THE CENTER TURN LANES.
4. PLACE ABC STONE AND STABILIZE MEDIAN AREAS.
5. REMOVE ANY ACCUMULATED SEDIMENT FROM TEMPORARY
EROSION AND SEDIMENTATION CONTROL MEASURES.
6. REMOVE ANY ACCUMULATED SEDIMENT FROM THE
EXISTING STORM DRAINAGE SYSTEM AND THE MCAS
EXCHANGE STORMWATER DETENTION POND.