HomeMy WebLinkAboutSW7060532_APPROVED PLANS_20060530STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT N0. SW
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMNIDD
ELIZABETH CITY
AIRPORT APRON EXPANSION
PASQUOTANK COUNTY, NORTH CAROLINA
MAYOR -
FIRST WARD COUNCILWOMAN -
FIRST WARD COUNCILWOMAN -
SECOND WARD COUNCILWOMAN -
SECOND WARD COUNCILMAN -
THIRD WARD COUNCILMAN -
THIRD WARD COUNCILMAN -
FOURTH WARD COUNCILMAN -
FOURTH WARD COUNCILMAN -
CITY MANAGER -
PUBLIC UTILITIES DIRECTOR -
CHARLES FOSTER
BETTY MEGGS
JEAN M. BAKER
ANITA HUMMER
TONY STIMATZ
MICHAEL BROOKS
DARRYL K. STALLINGS, SR.
E. KIRK RIVERS
JOHNNIE B. WALTON
RICH OLSON RECOVED
PAUL FREDETTE JUL 16 Z007
®WQ-WA
AS-BU/LTS MAY 01, 2007 �w
L-p-o7
® I Hobbs, Upchurch & Associates, P.A.
Consulting Engineers, Surveyors & Land Planners
Southern Pines, North Carolina 28387
300 S.W. Broad Street, Southern Pines, North Carolina 28387
Phone: (910) 692-5616 — Fax: (910) 692-7342
SAFETY PLAN REQUIREMENTS:
THE INTENT OF THIS PINT IS TO ESTABLISH
CERTAIN SAFETY REQUIREMENTS THAT MUST BE
ADHERED TO BY THE CONTRACTOR DURING
CONSTRUCTION OF THIS PROJECT.
I. THE CONTRACTOR SHALL NOT BEGIN WORK WITHIN ANT
MR OPERATIONS AREA UNLESS AND UNTIL 48 HOURS
PRIOR NOTICE WAS BEEN GNEN TO THE ENGINEER
PAID AIRPORT MANAGEMENT.
2. NO AIR OPERATIONS AREAS SHALL BE CLOSED UNTIL
SO AUTHORIZED BY ME ENGINEER AND UNTIL ME
NECESSPRY TEMPORARY CLOSED MARKINGS AND
BARRICADES ARE IN PLACE, AS SHOWN ON ME PLANS.
0. PRIOR TO MOVING TO OR IN CLOSE PROXIMITY
TO AN ADTNE TMXNIAY OR APRON AREA, THE
CONTRACTOR MUST CLEAR SUCH ACTON
THROUGH MRPORT MANAGEMENT, WHO WILL MEN
ISSUE ME ARPROPRMTE ADVISORIES TO NRCRMT.
4. ME CONTRACTOR SHALL COORDINATE INGRESS -EGRESS
REQUIREMENTS MATH ME MRPORT MANAGEMENT AND
RESIDENT PROTECT REPNESENTMTNE.
5. ALL CONSTRUCTION VEHICLES. INCLUDING PERSONAL
EAR CARS. MUST BE CUED FOR ACCESS NT ME APORT
MANAGEMENT AND RESIDENT PROJECT REPRESENTATIVE.
PERSONAL CMS SHALL BE PARKED OU1510E OF
MRFTELD AREAS. ML VEHICLES OPERATING IN ACTNE
AR OPERATION AREAS SHALL BE LIGHTED OR PUGGED
IN ACCORDMNCE MTM AMSORT CIRCULAR 150/5070-2E.
COPIES OF ME ADVISORY CIRCULAR WILL BE MADE
AVMLADLE UPON REQUEST.
6. ME CONTRACTOR AND SUBCONTRACTORS SHALL
DESIGNATE A REPRESENTATNE AND ALTERNATE M
CONTMCT ON A 24 HOUR BASIS SHOULD PROBLEMS ARISE.
). A ONLY START-UP AND SHUT -DOWN CHECKLST WILL
BE JOINTLY PREPARED BY THE CONTRACTOR, RESIDENT
PROTECT REPRESENTATNE, AND ARPORT MARAGEMENI
WHICH WILL BE FOLLOWED THROUGHOUT ME PROJECT,
THIS CHECKLIST SHM1 INCLUDE, BUT NOT BE LIMITED
TO, BARRIMES, RAGS, HAUL ROUTES, SECURING All
ACCESS GATES, CLEAN UP, ETC.
B. EOUIPMENT AND MATERIALS SHAM NOT BE LEFT ON OR
MMIN 00 FEET OF ME TAXIYMY EDGES AFTER WORK
OPERATONS ARE CEASED EACH DAY.
9. THE CONTRACIOR S— COMPLY WITH ALL AR UCMBLE
FEDERAL STATE. AND LOCAL REGULATIONS IN REGARD
TO CONSTRUCTION NOISE AND EROSION CONTROL OURING
CONSTRUCTION.
10, ME CONTRACTOR SHML KEEP ALL ACTNE NRRELD
PAVEMENTS CLEAR OF ALL DEBRIS. STONES, ETC..
DURING CONSTRUCTION. ALL ACTNE PAVEMENTS SHALL
BE CLEAKED OF CONSTRUCTION DEBRIS AND SPILAGE
IMMEDIATELY. CONTRACTOR SHALL NSLMUY INSPECT
ACTNE MRRELD PAVEMENT AFTER EACH CROSSING
BY VEHICLES DURING 1LMTLWG OPERATIONS.
11. ME CONTRACTOR SHALL CLEAN ML CONSTRUCTION AREAS
OF LITTER, LOOSE PMERS, DEBRIS, M. ON A DAILY
BASIS. OR AS DIRECTED BY ME ENGINEER. ALL SPILLAGE IN
ACTNE MR 0 MATON AREAS SHALL BE CLEANED UP
IMMEDIATELY.
12. MEN, EQUIPMENT, OR OMER CONSTRUCTION-REIATEO
WERIAL MILL NOT BE PERMRTED CLOSER MAN 45
FEET FROM ME EDGE OF MO MLRVE TAXIWAY WRHOUT
PRIOR PERMISSION FROM THE MRPORT MANM.EMENT.
13. OPEN TRENCHES, EK—ATION, OROP-OFFS. AND STOCKPILED
MATERILL WILL NOT BE PERMMED W N DO FEET OF A ME
TMOWAYS. COVERINGS FOR OPEN TRENCHES, DROP-OFFS, ETC,
MUST BE OF SUCH STRENGTH TO SUPPORT CRMCM, VENICU
AS DETERMINED BY ME ENGINEER AND MRPORT MMI4GEMENT.
14. ACCESS GATE SHALL BE CLOSED OR MONIOREO BY
CONTRACTORS PERSONNEL AT ML TIMES, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SECURING ACCESS GATE AT ME
END OF EACH DAYS OPERATION.
15, FREQUENT INSPECTIONS WILL BE MADE BY ME
MRPORT MAAGEMENT DURING CRITICAL PHASES OF ME
WORK TO ENSURE THAT ME CONTRACTOR IS FOUWNG ME
RECOMMENDED SAFETY PROCEDURES.
TABLE OF CONTENTS
SHEET
DESCRIPTION
I
COVER SHEET
2
UYOUT MAP
Q
MISTING SITE/DEMOLITION PLMN
4
GRADING, DRMNAGE. EROSION CONTROL
5
PROPOSED APRON LLIYOLTT
6
MISCELANEOUS DETAILS
MISCELLANEOUS DETALS
8
EROSION CONTROL DETAILS
9
nPRON JOINT DETALS
j0
APRON JOINT DETAILS
1
BIO-RETENTION AREA DETALS
NOTE:
M NO THE SNARL ME CONTRACTOR BE MLOWED
ONTO ME ME TAXIWAY WITHOUT BONG ACCOMPANIED
BY MRPORT MAKM:EMENT..
AS-BU/LTS MAY 01, 2007
Q
Z i
OFn
K rc
Z 0
a
a
Q
Z
Z 0:
00 Z
J
Q O W U
QmQ Z
O N
IL
O
W N
Q Q
smc 2
DEMOLISH E—ING TAXIWAY TGI M
PAV EM P
PROPERtt M
BOUNDARY (IYP.) P
r\ `•
e 'I
—
P
Y% NOTE:
THE KNOWN
ERE AR
__
R
/
_
IXISDNG TMNlAY —$
A �—E IRIE NN0
THE
PROJECT MEA NO KNOWN
II ERER MmD AND r S�
RELOCATED
E%I STING JIVE UTILRIES.
II I
jV ASPHALT
AVEMEM
i /
EXISTING
CONCRETE
—ONIk=====____
II
1
'
J` I'll
E%IS11NG \ EXISTING NO. p
\
TERMINAL \ S D
ME4 `�,h\
EXISTING II UNDERGROUND
I
J1
I
r ,p �IIXISTNG
I I 1 p 19 RCP
\8\
TXO
BLOG
1
SEWER I iTMKS
II / �_
III 1 1 deI P
IIIII I
IXISRNG
l I I I\ \ P 24' RCP
EI❑I
---
- — -----
3
SR 1131 (60' R/W) CONSOUDATED ROAD
ow
NOW
THE SCALE
IdN nln
AS-BUILTS MAY 01, 2007
FENCE
Z
z 06
a1,
6 6
Z
m U
Q 0 w 0
ED Y
O 1g
O
W m
Q
NOT TO
CONSTRUCRON CAN BE DONE E — — -"'- — — — — — — — — — — — — P
SIMULTANEOUSLY WRH OTHER 5' " / — — — — —)'0- — — — — — — — — — — — 5:1 SIDE SLOPE$
CONSTRUCTION. --� ;,4'i�;,': I ---------------
I'UNDER GRAIN----'�11\ RECRAOE TO ORNN ,
B' BO V ----- --1`---TT g _ -
\ NOTE: ALL PROPOSED INLETS INLET /<
SHALL BE PROVIDED WITH I \ __ __-- RIM = 6.25' I I - -�
BLOCK AND GRAVEL INLET E%ISTING ASPHALT-ti t,':: _ _ _ _ _ _ _ _BTM:=5.5'
PROTECTWN ♦PAVEMENT FEMOVEp. \-BIOR ENTION ARE)r — —)— — — — — —
\ NOT REPLACED. —
YORD INLET /3 ♦♦
RIM = 6.25' '
II / 1:�?�'�'I •.!� \ ^•�♦
JUNCTION BOX #2 ♦ JUNCRON BOX JUNCTION BO% M )9'
♦♦ RIM
RIM 7.95'
RI
Ex—
CONCRETE
II I 4 BA APRON
II J sn IXlNc RIM
Iu ze• � E
ASPHALT _
II-PAVEMEM
Y i
II OPEN ClR AND ' ♦ ♦♦ p DRAIN
i
UN ER
_ PATCH IXISRNG ✓ (TMPJ
i
i ♦
r----------------�♦ ASPHALT PAVEMEM ` MATCH IXISRNG
♦♦/ BPCK OF SUB PREPARED WITH CONCRETE EING
/ /`♦♦�. i S TOEBUID NG SLPB.R FUNRE TB: -IN CONCRETE SRE TO TUB
EX—NG SPEED
II / DOWELS.
/ —
/ 7iRI5 PREPARED WITH SUBBASE D ABC TH AN
LP STONE R1EN BACKFlLLEO WRH CLGN SANG
FOR N RE RE -IN TO BUILDING SIAB /p
/" IXISRNG ASPHALT 479' \8\ \8\
I
PAVEMENT REMOVEO, \ \ \ NOT REPLACED. I I I I I EXISTING GNAW UNK J p \ \
FENCE (ORS). 1
I
TONTRACTOR STAGING AREA {Y
TO BE GRADED LEVEL Nlp 'I
00 SEEDED UPON COMPLETION II
PROTECT
ME wTM"PosED I I I I I
EXCELSIOR MATRNG I I I I I I II
W 4 __ I I I I I I I I M.P. CONST. �I
f5,1 \ ENRWIICE (ttP
\\\ \\ 11
\ 0
I I 1 I I I RDCK MT CHECK \
I ( TO FORM TEMP. \ \ II
RCH
I E%IDSTINNR
G DTRAP IN
IIII \ \ EXISTING SHED$ I I I II \ / GRAPHIC SCALE
tit
------ n e.ml-
J�\5��_--
ILTS MAY01, 2007
n g
d$ $$x
.,eyye
� EP
a � �
z
W00
J
z Of
z
0
(:J z
z_0
co
cr
(,r W
Z
IXISRNG L) 0- H 8
TANSCO V) �
B OC Z 0- U
a. Q
W�uYZ
o
mUi
QOr _ O
W.
m 5:
O o
w a
Q a
i
GRAPHIC SCALE
4y
a F
ya^
uz veer)
i van-¢o rt
"a
m � 8
PROPOSED LIGHT
LOCATION
% b 8-
(TYP.)`
jWS
a�#
2T��+
z
O
r
d
Q
0
O p
w>
as
O
K
0
Z
K rc
z a�
a
W�
K
W w ¢ Z
m U
Q O W 8
m�
�_ Zo
Q
a
�~
AS-BUILTS MAY 01, 2007
s
REQUIRED LIGHT FIXTURES (L-861)
COLOR
PROPOSED
EXISTING
BLUE
20
11
* R
R
*
---------------
*
R
n
m
* ft
O o
EXISTING TAXIWAY
EDGE (TYP.)
--_'--"----""-'FINISHED
ELEVATION
�
�
- JOINT TYPE
L4BEL (NP.)
m0
"O
TpM,
Tp
TO
"•00
TO
TOO
TO
T,O
TOO TO,
TO
TOO
TO T.O
TO
TOO °J
a
PAVING
LANES
.
�
+
00
O
O
1
O1{
00
O
O
�� O
00
O
O
O
00
O
O
O
00
O
O
9
--------------
.
----
e.;.
_
g°z
�EXI STING
O
O
00
O
O
O
00
Oz�
O
O
00
O
O
O
O
00
CONCRETE
F
9
m D
e>e
a
y00
,O
ry0,
�
y0
'O
`JO
e`bD
a .
%`' • •
ems.
off'
°�
e
APRON
ti00
O
O
O
O
00`
00
O,''
O
O
00
O
O
155'
EXISTING
�
D
a
z�
o-
g
�
P�.
�°,
g
g°z0
g°AO
0°^O
,y
ASPHALT
PAVEMENT
O
O
00
O
0
O
O p
O
O
O
00
0
O
00
O
00
,% E
�avO
�;O
OO
O
m 0
0 0
Tzv00
2O
g0
;yO
0 0
TazO
m0
2O
z%00
�,O
eyO
000
O m-,y
.4
�
PROPOSED GROUNDING
PROPOSED
t7,
RECEPT (TYP.)
TIE -DOWN (TYP.)
479'
.KPnx aE UNDERGROUND ELECTRICAL DUCT
�� Ix w. (mt.) a Rx •aiaurt
L-861 FIXTURE INSTALLATION (BASE MOUNTED)
snw�cu, uix. x• mou
vnvxuexl mce,
x. r ,xKxuess
M-1M /IIpU10 CWRSF. PWR Snw
��E.ql „ ASPI41!
c
PnvEuwr xcw vnvExvin scc mP¢ri
ccu����w,Eo
PAVEMENT JUNCTION DETAIL
UN DERDRAIN DETAIL
TYPICAL CONRETE
APRON•
AS-BUILTS MAY 01, 2007
Shxps LL9vxF 5
ou. 3/4• Or enx
_L
TYPICAL TIE DOWN ANCHOR DETAIL
N
J
f
w
0
7
O
Z
J
J
U
N
2
Z 9
rn w rc
Z 05
(L _�
w w a
>�
0z
Q OF w U
a0 i
O r�
0
ct: w 'a
GROUND ROD/RECEPTACLE DETAIL F 6
REN I—
d
a
,jj
�byy�4:
Q R5 �Rk
tlQ1. La2$R
D ER SIXID BRICK. SIX.
¢IDEx OR L• S
PRECAST CONCRETE uAl
2. S EREARD STFPS RE O 1D" O.C. F3 9
DEPTH EXCEFOS S3'. ? MS 5pp E=
a000 P.` CON". MIX
r- 4J" MIN. MS —EN.. POR 2a' PIPE
TER USE PIPE pA. PLUS 12
5. —RE D_ EXCDS EE3' uMXIXF
D COYER IO BE LOCATED
COOP Igpj,RA— OVER STEPS.
SECURm m Ka D Ps
43' M
_—STMS F%ZTl,�
_ TIM
L _ Q J
f
CONCRETE SLAB "�^-•• �^^'X Ass �'mX 0E5f11 `Pf O
D
e ] �R"
W
CWRSE Q
JS" MIN.
\ / J
`DPE>aIND l W
35 mim. 1 COIRSf �
UMIMLE
TANDARD STEP O
Z Z
,D. DC � °-r
4 0 r o
PLAN L J a 0a
PSI CONCRETE a
SECTION 3Doo
YARD INLET DETAIL 0 N v
°wo
~ 1JQQmI z
a.
K W p
Q
AS-BUILTS MAY 01, 2007 �-
RCP AT I.SS�
RIP -RAP
PIPE QRIET
TIII—ESS'
I —T
13
B�I�NSTPA_D UNDER
DIStiIPATOR L W W2 THICKNESS RPRAP CLASS
5/T
RIP -RAP DISSIPATOR
AN
BE
'I�
R lm Iq w Yn w ¢w r zmiOR �r
zPan
w w •sm 1
smR N aLvx.p"m. I II `
BLOCK AND GRAVEL DROP INLET PROTECTION
n.T.S
_y / NO c5: APPECAME Ai aLL POINTS OF
srialM.CE AW 71.1 aflas aF
OENLE AID TUBE
NIENINCE MUST BE PRmYMw.
AEXTEND
E INTO TW.Ml
"R> �-•
J COMPRLLTO BACKOR
REQUIRED 0M .1 AR2SE U 9 ALaL GRAVEL �z \, k
cMVFI PAO TO BE 151 SD' AND V THCK MRIMUu
S. TtMMINFFlC RAUUS SUEM ro E( S
ACCOMMODATE
IAAGE TRUCKS S TO BE
E CE(OR SHWLO BE LOTO
UA/
PRDE FOR MA%IMUu UTRT, v BY ALL /
d. w SMUCMAN VEHICLES.
Si BE MNNMENT R A 1 G ON
IE PL.
PREVENT TMCNING OR
PERT D NOW Oi I. ONTO —NE
NOTE.
mERIOBE ECESS SS. K LOTH S H
BE NECESSARY; NEED SDUE nU RENOYE SEDIMENT NDEEPERCERMI THAN
e. Am NTHERRO D M:H STLL MAKES N ... REPAR ANY UNOERNRINC
ONTO ME ROM MUST BE CLEWED UP I roIATELY.
IuufDwELY.
TEMPORARY CONSTRUCTION ENTRANCE
H T TO SCALE
AS-BU/LTS MAY 01, 2007
COASTAL PLAIN (2CP)'
SEEDING SCHEDULE
PERMANENT SEEDING MIXTURE/W NURSE CROP
SPECNS PATE (I&/ACRE) POSSIBLE DATES:
TALL FESCUE 200 SEPT I - OM ]I
RtE (GRAIN) 2S
fEB B APR 00
TEMPORARY SEEDING MIXTURE
SPECIES RATE I I5- �A
GERMAN MLLET W APR UG IS
Dum TMPOS USED PER RREMXTER THAN
AID
USIECTTONRTHER�OIL PEMAENTSEEDDISHAU.
SEEcHECKEp yWx DLY UUE
SWALE SEEDING MIXTURE
SPECIES PALE (LB/1000 SF) NAIE
COMMON BERMUOIDRISS 2 APR
SOIL AMENDMENTS (TILLED TO 6- DEPTH PRIOR TO SEEDING)
APPLY ACRICULTIRA UUESTCHE - I TONE/ACRE
APPLY fflMU3ER AL A PATE OF 1UE/ACRE NnROGEN IN AAN/FED, SEPT. AND NOVENBER
PRO.A (Iz-a-e) TURF FCFRUBER
— 3 ro 2 I/2 TO./ACRE -SMALL — OR EOUNALERL COVER.
AxCHOR - ISPHAL EMULSION ON SLOPES, o w GAL/ACRE (TYPE R.S)
MULCH ANCHORING 100E SHALL BE USED ON ALL OTHER AREAS.
RD STRENGTH FABRIC
TMOp TH WIRE
oss B o.c.
_QI_
MARITERANNOE
REFS Ll E_ R TIE SECOUD YEAR uNUE. GROWTH IS — ADEQUATE.
fO.
TO ] AANBUDUFMS AID MULCH FOwAGEDBOR DEADAREAS
MEDNIELY.
EROSION CONTROL CONSTRUCTION SEQUENCE AND NOTES
SMENDM FABRIC
is
1.]3 �/TT STEEL
PLI.Ax.MA W QY x COOF APPR[D SEQMENT AND EROM01 CONTROL
2.INEPA _ ROCK CAMS. SILT EENCE IRET PROTECTION, SEduENT
AND/OR OTHER MEASURES AS SWAN ON THE APPROVED
]i5.
CAL FOR OWTE INSPECTON BY THE SEQUEMATON AND
1•
�
EROSION CONTROL INSPECTOR.
BEUGRADING. AND TRENCHING.MANANMFASURES
AS REQUIRED
UEVER2 WITH TERM LRAVEL RLLIl _NT
STRAPSP
•,�.,�Dn- _
OR OM EA A
Ex .PPRaEO MEASURES As SHOWN DN ME Pux.
H
{• :., \'Tl,� Ar \\
QUAD SLOPES AND RLis IRE i0 BE PANTED OR PRO, , COUP�MI
P�MTECINE COVER UHDfR VEGUTNE $TIBID2AnRN WITHIN21
a
OF ANY PHASE 0E TDSTRHwCE A- AREAS UPON RNICH NO FIRMER NAND DISTURBING
wRl VE DERTAM AAE IN BE PARED OR OTHER DAYS.
S. NNE D WITH PERUAREM
ROTECTrvE C SERVDTHIIOERT 5 —RING MK OR DO CALENDAR OATS. ORCED VER IS SHQNER.
\\\��\
7. INNERIAMERAE.E HEMM OF TURF IN AN AREA BECOMES 5 INCHES, M TO
A ]
COnTFOL
MUSSUURES SUCH PE-�Rw MRONS, VELOCm DIRRATRS.
CHANNEL YEL BASE COURSE. ETC
OF . AS wTEO.
AN
RUNF PR ENCE _ESRNro"T"OE ES PERIODICAL Y. D AFTER AL
UD wnM CONSTRUCTION 5 COMPLETE AID ALL
.WEALS
STABIND LE EO. CAL FOR ONSRE INSPECTION BY THE SwIMEMATON
AEROSION CONTROL OMCE.
THE SITE IS APROAD, E.— TEMPORARY DIME MEIS. MLT
fENQNG, SEQUENT BASINS. ETC.. AND SEED. PAYE, OR RIP -RAP
RESUwNC QSNRBED AREAS.
N2. WHEN YEGRATON M ESUSUENED. GALL FOR RNA SITE
SPEC'ON.
Z 9
to O rc
Z aU
a o
X Q 0
W > - Z
ZrcH
DO V j
Q O W U
~ m Z
O ng
W O
Q a
JOINTS
EXPANSION JOINTS
CONTRACTION
¢,
Y �iit
......
DETAIL 1
_
COMNONPRES.SBLE �AlEE.
-- -T
I
DETAIL 1
COMPR6E DPRENOUDUDIN 1UNERyyIXDEU
—�
T
DETAIL
BE roRMEO
ORuwDY
dg
�j^°>3^
�,.
END o< D OL ExPANEREH CRP, Sul m
_ r ro
THAN I, 1 xLn u LF sr rHE
.2 NEMEST
AVR� D qL ONE
TYPE A -DOWELED
TYPE B-THICKENED EDGE
TYPE F-DOWELED
N.r.s.
x.r.s.
c�uf
a 5 4
CONSTRUCTION
JOINTS
= "
CETAIL ]
-r
DETAIL D
T.\BIE111 q.NF.N$IgU,D\DSPACINGOFSITEL DOWELS
I rwN
6]P 'n
-�•-
F I
J-
' P �T
Ix
1
9m
8-I?in Im lim
Iilfiin 1%in +Jl in I}m
n-snn 15in ann 1xM
H
PALM N!0 OL ONE
O.IK
31-J in Sin Uin IR in
Z
0 J
ONE, OF OOw¢
DE B\R JO' LOHC
Z F
ON b- CENtERE
TYPE D-DOWELED
x.Ts.
TYPE E-HINGED (butt or keyed)
�.rs
0
a
Q
EXPANSION JOINT
CONTRACTION JOINT CONSTRUCTION JOINT
DETAIL 1
DETAIL 2
<
Z 9
DETAIL 3
&D"ADUS H.ER
z 0
a
r J' xE �r SS-E
a ! Z
w
SEALANT w1ERv1
w 1�SEAIANT RESERVOIR SIZED TO PROVDE
Lu > Z
!'yj' BEIOw SURFACE
SEALANT MArERML PRCPER SHAPE FACTOR, W/D, FIELD POURED AND
ra-a• 9ELOw wRFME PREFORMED SEALANTS REWIRE DIFFERENT SHAPE
Z W
Z
a
T
FACTORS FOR OPTIMUM PERFORMANCE.
x N U
2. ROD BACKUP MATERIAL MUST BE COMPATBLE
'NTT
Q F U
• 1 I' MIx. D
THE TYPE OF UWID SEALMIT AND SZED
TO PROVIDE THE DESIRED SHAPE FACTOR.
W
m 2
QQ F
ND BREAKm
T/s : 3•
�
a
..
K W o
ROD —NuP
uxrFliUi RE-
Q n
DRRIOINO PREMOIDED
COMPR69BIE WTERUL
ASTI D-1751 OR 1JS2
a�
6TRUClION JdNT
Eo- 51ABE
AT
�-
AS-BWLTS MAY 01, 2007
9
Sxkle
me � on e M uvu+sxr .wax.
i,
d
y 6 5
x
Nb£
OxIWCxox
TYPE F �
N N
uic�.F
-.r
Z_
O �
Z F
a
0
a
nEo Eaxmuoxui
iwKnui pcoxsnaicnox L (aei xl ca+smurnox
a
Z z
O F
rp R' ¢
Z O �
IL 2
z
d o
z
Z¢F
mU i
Q o W E4
Y
Bpx
srwE sues .�xr
H fn
O ¢ o
a
w 'o
¢ a
a
TYPICAL JOINT LAYOUT PATTERN II
x.rs.
a- 10
AS-BU/LTS MAY 01, 2007
OVERROW YARD
INUET (TYP.)
ASSORTED PLANTINGS FROM
APPROVED — (TYP.)
91
+� iu�2 ul ��jiIT,L
2' PLANTING
SOIL (SEE DET�
PERFORATED PPE:
•
FILTER FABRIC
BIORETENTION AREA
AS-BUILTS MAY 01, 2007 N.'.G.
APPROVED PLANT LISi
d �.
-THE PROPOSED PLANTINGS IN THE BIORETENTIOI AREA SHALL
n q
CONSISTS OF AN ASSORTED MIXTURE OF THE FOLLOWING:
y S�
ITEANMRGNICA NRCINIA SWEETSPIRE
CAWCARPA AMERICANA AMERICAN BEAUTYBERRY
b 4e
AROMA ARBUTFWA RED CHOKEBERRY
EUONYMUS AMERICANUS STRAWBERRY BUSH
»SXCC.S F(
3q S
-SUBSTITUTE PLANTS MAY BE ALLOWED ON A CARE BY CASE
BY CASE BASIS AND SHALL BE APPROVED BY THE ENGINEER
BEFORE PURCHASING,
�Ftr A
CE
-A SPECIFIC PLANTING PLAN SHALL BE PROMDED BY THE
J GRASS
FILTER SRIIP
CONTRACTOR TO THE ENGINEER FOR APPROVAL BEFORE BEGINNING
PLANTING,
W S EV
.6 y
-FOfl PRICING PURPOSES. THE CONTRACTOR SHALL PROMDE EIGHT
d
(8) OF EACH OF THE ABOVE TREES/SHRUBS.
UNDERDRAIN COLLECTION
SYSTEM IAW DETAIL ON
PACE S.
Q
W
K
Q
Z
O�
zQ
Z F-
W W
H 0
W
K
O
m
6.25' PONDING 0.EV,
S.50' PLANTING ELEV.
Z a
O JO
F/J R C
Z 0
a
a
0.50' BW PLANTING SOL
Q
W W zo
2.50' BTM UNDERDRAIN
ZKH
Z
NaL
U
0
O
2.0Y SH.
Q U
W
Z
mPROFILE
UNDERDRAN SYSTEM
O p
(SEE DETAIL)
Q W o
ELIZABETH CITY
AIRPORT APRON EXPANSION
PASOUOTANK COUNTY, NORTH CAROLINA
MAYOR -
FIRST WARD COUNCILWOMAN -
FIRST WARD COUNCILWOMAN -
SECOND WARD COUNCILWOMAN -
SECOND WARD COUNCILMAN -
THIRD WARD COUNCILMAN -
THIRD WARD COUNCILMAN -
FOURTH WARD COUNCILMAN -
FOURTH WARD COUNCILMAN -
CITY MANAGER -
PUBLIC UTILITIES DIRECTOR -
CHARLES FOSTER
BETTY MEGGS
JEAN M. BAKER
ANITA HUMMER
TONY STIMATZ
MICHAEL BROOKS
DARRYL K. STALLINGS, SR.
E. KIRK RIVERS
JOHNNIE B. WALTON
RICH OLSON
DECEIVED
MAY 3 0 7006
DWQ-WARD
APPROVED
NORTH CG. ;.RONMENTAL
MANAGE 9ENr COMMIMON
DMBION OF WATER OMAUry
3brmyp� PI Nw S `"�=32.
ERIC WEA I HERL I .,
CA q
s/1.1 o���9
GINe�Q 0;
O
�9�CR pA. �
Hobbs, Upchurch & Associates, P.A.
Consulting Engineers, Surveyors & Land Planners
Southern Pines, North Carolina 28387
300 S.W. Brood Street, Southern Pines, North Carolina 28387
Phone: (910) 692-5616 — Fax: (910) 692-7342
SAFETY PLAN REQUIREMENTS.
THE INTENT OF THIS PLAN 15 TO ESTABLISH
CERTAIN SAFETY REQUIREMENTS THAT MUST BE
ADHERED TO BY THE CONTRACTOR DURING
CONSTRUCTION OF THIS PR0.4CT.
1. THE CONTRACTOR SHALL NOT BEGIN WORK WITH. ANY
AIR OPERATIONS AREA UNLESS AND UNTIL 48 HOURS
PRIOR NOTICE HAS BEEN GIVEN TO THE ENGINEER
AND AIRPORT MANAGEMENT.
2. HE AIR OPERATORS AREAS SHALL BE CLOSED UNTIL
50 AUTHOR12ED BY THE ENGINEER AND UNTIL IHE
NECESSAR! TEMPORARY CLOSEO MARKINGS AND
BARRICADES ARE IN PLACE. AS SHOWN ON THE PLANS.
3. PRIOR TO MOVING TO OR IN CLOSE PROXIMITY
TO AN ACTIVE TAKNTAY OR APRON AREA, THE
CONTRACTOR MUST CLEAR SUCH ACTION
THROUGH AIRPORT MANAGEMENT, WHO WILL THEN
ISSUE THE APPROPRIATE ADVISORIES TO AIRCRAFT.
4. THE CONTRACTOR SHALL COORNHATE .CRESS -EGRESS
REOUIREMERIS WITH THE AIRPORT MAAGEMENT AND
RESIDENT PROJECT REPRESENTkTIE
5. ALL CONSTRUCTON VEHICIFS, INCLUDING PERSONAL
CARS, MUST BE CLEARED FOR ACCESS BY THE AIRPORT
MANAGEMENT AND RESIDENT PROJECT REPRESENTATIVE.
PERSONAL CARS SHALL BE PARKED OUTSIDE OF
INFIELD AREAS. ALL VEHICLES OPERATING IN ACTIVE
MR OPERATION AREAS SHALL BE LIGHTED OR FLAGGED
IN ACCORDPNGE WITH ADVISORY CIRCULAR 150/5 O-2E.
COPIES OF THE ADW— CIRCULAR WILL BE MADE
AVAILABLE UPON REQUEST,
6. THE CONTRACTOR AND SUBCONTRACTORS SHALL
DESIGNATE A REPRESENTATIVE AND ALTERNATE TO
CONTACT ON A 24 HOUR BASS SHOULD PROBLEMS -SE.
T. A DALY START-UP AND SHUT -DOWN CHECKUST WILL
BE JOINTLY PREPARED BY THE CONTRACTOR, RESIDENT
PROJECT REPRESENTATNE. AND AIRPORT MANAGEMENT
WHICH WILL BE FOLLOWED THROUGHOUT THE PROJECT.
THIS CHECKLIST SHALL INCLUDE. BUT NOT BE LIMITED
T0. BARRICADES, FLAGS. HAUL ROUTES. SECURING ALL
ACCESS GATES, CLEAN UP, ETC.
8. EOUIPNENT AND MATERIALS SHALL NOT BE LEFT ON OR
WITHIN 30 FEET OF THE TAKNRAY EDGES AMR WORK
OPERATIONS ARE CEASED EACH DAY.
THE CONTRACTOR SHALL COMPLY WITH ALL ARPUCABLF
FEDERAL. STATE, AND LOCAL REGULATORS IN REGARD
i0 CONSTRUCTION NOISE AND EROSION CONTROL DURING
CONSTRUCTION.
10. THE CONTRACTOR SHALL KEEP ALL ACTIVE AIRFIELD
PAVEMENTS CLEAR OF ALL DEBRIS, STONES. ETC.,
DURING CONSTRUCTION. ALL ACTIVE PAVEMENTS SHALL
BE CLEANED OF CONSTRUCTION DEBRIS A. SPILLAGE
IMMEDIATELY . CONTRACTOR SHALL VISUALLY INSPECT
ACRVE AIRFIELD PAVEMENT AMR EACH CROSSING
TW VEHICLES DURING HARING OPERATIONS.
IT. THE CONTRACTOR SHALL CLEAN ALL CONSTRUCTION AREAS
OF LITTER, LOOSE PAPER . DEBRIS, ETC. ON A ONLY
BASS. OR AS DIRECTED BY THE ENGINEER. ALL SPILLAGE IN
ACTIVE AIR OPERATOR M SHALL BE CLEANED UP
IMMEDIATELY.
12. MEN, EQUIPMENT, OR OTHER CONSTRUCTION -RELATED
MATERIAL WILL NOT BE PERMITTED CLOSER THAN 45
FEET FROM THE EDGE OF AND ACTIVE TAM— WITHOUT
PRIOR PERMISSION FROM THE AIRPORT MANAGEMENT
13. OPEN TRENCHES, EKCAVATON. DROP-OFFS, AND STOCKPILED
MATERIAL WILL NOT BE PERMITTED WITHIN 30 FEET OF ACTIVE
TAXIWAYS. COVERINGS FOR OPEN TRENCHES. DROP-OFFS, M.
MUST BE OF SUCH STRENGTH TO SUPPORT CRITICAL VEHICLE
AS DETERMINED BY THE ENGINEER AND AIRPORT MANAGEMENT.
14 ACCESS DATE SHALL BE CLOSED OR MONITORED BY
CONTRACTOR'S PERSONNEL AT ALL TIMES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SECURING ACCESS GATE AT THE
END OF EACH CATS OPERATION.
15. FREQUENT INSPECTIONS WILL BE MADE BY THE
AIRPORT MANAGEMENT DURING CRITICAL PHASES OF THE
WORK TO ENSURE THAT THE CONTRACTOR IS FOLLOWING THE
RECOMMENDED SAFETY PROCEDURES.
TABLE OF CONTENTS
SHEET DESCRIPTION
I COVER SHEET
2 LAYOUT MAP
3 EGSTNG SITE /OEMOLITON PLAN
4 PROPOSED SITE/GRADING DRAINAGE
5 MSCELLArvEOUS OETNLS
8 MISCELLNNC.US OETNLS
% EROSK. CONTROL oETMLs
NOTE:
AT NO TIME SHALL THE CONTRACTOR BE ALLOWED
ONTO THE THE TAXIWAY WITHOUT . ACCOMPANIED
BY AIRPORT MANAGEMENT.
VICINITY MAP
f
r
g
vmm 2
i
LIGHTED BARRICADE
(TYP.)
C
T Nam'
y-BIORETENTON AREA IS NOT i0
;D BE CONSTRUCTED UNTIL ALL
^ OTHER AREAS ARE STABILIZE. - - - - - -
7 �EXCAVATION AND DRAIN ` ------------- -----.
2 CONSTRUCTION CAN BE DONE �`--= =' DO
+ BIMULTANEOUSLY WITH OTHER \ 1 �J 7.0 :I S10E SLOPES
`I 1
li CONSTRUCTON. - - - �%_ _ _ B-0-UNDER DwvN RE RACE TO OF
\ 1 \ ----- MP.)
D = -
\ NOTE; ALL PROPOSED INLETS C�\ G I 1B�_ ---- _ YARD INI£f /4 - I ----
B.GL E PRONTOED WRH I RIM 8.25' BTM =S.S'
BLOLE AND GRAVEL INLET BIORE ELATION AR
PROTECTION
_ I I �_�—!I /ice RNO tB.1 /3 ``♦ I I ,1♦
�_'`� 1
3 I j � � C).BONN BOX /2 t ♦♦�-/ `
i II J E%tmNG I RIM ap
ZB �'. D I -1- i 50 I ♦ I I %/
3 JY PASPHALT
ANEMEM I I
UNDER
ASPHXISENG
II ASPHALT ELEVATION
HT
I I // `♦�� �� 1 I _ I / I
_,ZTD TO l
I�Ln
II OPEN CIOT AND
\ \ PATCH EXISTING I I i 429• \ `8\
II ASPHALT PAVEMEM I I I I I I �,
f / / / I To uTRACTOR srAGINc
� BE GRPOLEVEL . .. AND
SEEDED UPON COMPLETION
PROTECT PROPOSE :I
n / swALE wmI I l I I III 'FILLED I DITCH ro BE
11 E%CELSIOR MATTING I :� III I I FILLED IN ONCE ALL I
C :3
S ABILIZED� ME I TEMP. GONBT.
/ Al
OTHER
II \` ENTRANCE OYP.)
z.DD•
❑ I I III I I 1 \\ SRT FENCE
/ III IDFORMTTEMPCN
SEEM RAP 1u
-TIN DITCHEXISTING BHEDS E\\\ >
QYP.)
� 1 /
A - - / �__------- -----
�� ---
_-_---- -_ --
- ----------
—J—=2-- - --
2.25'
2.15'
X PROPOSED SPOT ELEV. (TYP.)
aD
- PROPOSED CONTOUR
d���AwwM
-
AY
a �
D
EDGE
egN pe
.�O
T8.25'
� _j
CONICFNC
`
I
I 155'
LU
00
t`
MATCH EXISTING
CONCRETE
Z F-
ELEVATN)N
Z
I
o0
I
z
Z 0
�0
LIMITS DF
W
DISNRBANCE
/ 1
z z
11
TAIMSCO
of
Q
//
/
NG
O
z =
/
X Q ¢
Z K F}- Z
O y U �:
/
a o = o
a~~ x
F W
¢m
a N o
J
J
W
/
a
a
/ GRAPHIC SCALE
e.e rtw In
I-ll: = I
merge on
UNDERDRAIN DETAIL
c�FE PPR,)
-- Dmn� i¢m noua wP.w. carcciw a•
UNDERGROUND ELECTRICAL DUCT
P wnsx�n >:ao PD ap�Ere
Sxl°YROF Q SPe1FFE5
i. x. (Soeuu) or pa wanEcnrz ww 3/a' d 6Ut
L-861TFIXTURE INSTALLATION (BASE MOUNTED) °
a�curp w. )r �u
E E
P�E°°p wax
BifORE pANwn�ID ASPIUET
PAVEME
s we
M pA4FwFM SEE iYPICN.
COIR� D
PAVEMENT JUNCTION DETAIL
, s• vuo
Fiix �uKm
�«. ceR -SV'So �xc °sou
COIIPAClED DDT TYPE A
TYPICAL CONRETE
APRON SECTION
— -li
TYPICAL TIE DOWN ANCHOR DETAIL
�o
gloj
mP ac W.YCREiE
O F
w
O
z a
a � �
ED a
z
z ¢ F
� n U i
H U
Q OLu
SowFR S'Ml°°ROU
ROD
05 FOP
~ m Z
0 4 1
,_ V 0
w O
a <
GROUND ROD/RECEPTACLE DETAIL
6�x«
Ir�43'
1 � �(YmvAWmlE�mM'iEg
U'IMI
CONCRETF Sl AB
35 NM.
VAPoA6LE
(6�¢CrE y4•
L4-.: .... Le•..: � B.LI
PLAN
YARD INLET DETAIL
SECTION
U)
Q
F
W
U
0
Q
J
U
U)
2i
xr AT Lsx--,
PIPE OURET
Flow— —L
•DI�KxE55'
-��-1z ¢Ix"srwmaO UHDm
ALL RIP -RAP
1 w2 TxICKBNE55 R
eEsp R IO la s• ,
RIP -RAP DISSIPATOR
_y NO ARUtlBIF AT EB PoIHIS OF
Et EN SrtE IS
�� ME oEv—E ANUWiWELa¢NS OF
¢ NUST vE PI—om.
COARSE ILLREGA /
2-]_ J
RCP K J� REW
ONRR I TIENTRANCENOT"
vEL PAnON s. so• AND s• rx�cN uIMNUN
1.
I¢NO Ou ¢N ,TE -E RN6 TO BE
w PROVIDE FOR MAIONUM UONT BY NL
� eE MNNruxEo w uu A cawo BIG OR
0.— FLOW OF TPACK5INEETS
PPEPoOME E—.ES�SINOwIPIHS—N
mEANDV.
_L BE
UAL WHICH BALL N.NCR O
� ONfO THE ROAD MUSE BE CIEWm UP
TEMPORARY CONSTRUCTION ENTRANCE
NOi m SuIE
- - I T TrTsRn�
n t n_Igl
BLOCK AND GRAVEL DROP INLET PROTECTION
COASTAL PLAIN (2CP)
SEEDING SCHEDULE
PERMANENT SEEDING MIXTURE/W NURSE CROP
Pml MLE (IB./ACRE) POB.— OAlES:
RTE (CPN) 25 C eEs 15 - APR 30
TEMPORARY SEEDING MIXTURE
BFF R E 5�
DFRGNAR YR,ET APR , - G I5
iENPER- SEEDBE PER
NRMER aSNI✓BNICE PERwAxfMSF£D NOfhNH ONE
CHECKED Fbx ADm— OR BULY 15.
SWALE SEEDING MIXTURE
GOYNDR BERM IE R B M E (Een000 APR -_ DE
SOIL AMENDMENTS (TILLED TO 5- DEPTH PRIOR TO SEEDING)
Y uL�rvRA' LD". OF HI O
�/ E GEN IN .MR/FEB. sEPr. AND N—.BER
FROM A (12-A-x) TURF FERFU,.
WILa - 2 TO 2 1/2 TONS/ACRE - SNNL GRNN SIMW OR mUNN£M CWFA.
ANCHOR - ASFWLT EN —ON ON SmPES. a sb CAL/ACRE (ttPE R.sJ
.—. ANCNoaNG root sww. BE user ON Au oNNN ARTAs
STAIUAFO B]RFNC� FABRIC
umPPi 1 Posts B• o.c
—A smFNcm R:
REFS—E W rFIE —0. — uRLLss cR.DwIH SmFlxix AOEDY.IE
APPLYS o]R. M.—..E R µ.EYU— —D ON OFID NKAB�`Po'
IYMmMTELT.
EROSION CON.-iF OL CONSTRUCTION SEQUENCE AND NOTES
R mPr of APPDv,SD sEOIMWf .No FRDSION coNIRaL
tkA N
ix Posts B o.c
EVEENwroABRIC t.>3 S]FEL
z INST pAE6. mi FENCE INIET PRO1EC
AND /AT
Nfli/OR EA4M6 /5 SHOWN ON TIE APPRNTD
A RENEE,
PA lED
OR
DE WSPECIION BY TIE SEEMATON AND
EROSION DWCOFRROL NSPECroR.
�AC�LL
:P_BENN N=ING. ASN RIRRE. GPMING, AND FRENEHINO.
D.
ODMFCN`R �E v, EiSCSMlo�wnlil HN SgEOAIII"E"i
TN
x•
I�l
cRADm sLOPm N D PRIs AAW: ro Pmmom Wire mwaRAwr
/
¢CO OF OmR TAB STPBIIllATON WNHW 1 MR�IHEOF EON
OFR lMgP05NFBPIG
�I $
Pn rtCIrvEMiLLBE UERENfFN NOIMWC BE PIAMF➢ OR 01NO
H
an OR Bo cuENOw an. wwcxem 6�s1 aRIFN.
T,
a
wNEN A—E HEIGHT OF — D AN ARFw BECOMES 5 wp16. MDWDED D1wIH
A ] a HECNT.
NOTE,
N
B SFRUCigN PROGRESSES. INSTALL PERMANENT EROSKW
p�PArORS. -
1NL2T'A REPAIR �NEYTUNOEFINIP
IN.
IYYEDAIELY.
UN�S. GPAVEL BISERCOURSE. EEC. IS NOTD.
9.N��ERO � I—OLIF-DE—¢ES IF-DGAND -ER
RUNOFFNi
P S
10. WREN CaRR —. 6 COFAPLEIE MID ALL ARFAS
CALL FOR ONBIFE INBFE— Br TxE SFDMFNIANON
AND —ON .— OFFICE
Ii. IF ME SRE 6 MRDYED. REMOVE —PORARY OWERSIDaS SILT
FENCING, BOB— BASINS, ER., MI SEED, PAVE OR RIP -RAP
RESU TNG OMPBED .-
12. WHEN —TAT.N 6 ESTABLISHED. CALL FOR FINAL SIZE
WSPECiroN.
O
d'
r
o<0
U�
zw
OO
FA
w
w
Z Z
O F
� O
(L Z d U
K x
Q
w I.Z
0-5 .z
Q O F IS
w
0 N
d J j
of w w
Q
R ONS
A.
DEAa EXPANSION JOINTS CONTRACTION JOINTS n a „� Z �•
.NA: W CD V
NC PRENOIOFO OENL 1
C uP E�P�6°lE NwiO4LL NDN-IXIMIMNC W! Oln o[iNL Eby &d (VQ,
<CMPRFSSIBLE MAIEPUL CCRRO MAY BE FORMED '• ..y''J
- L �s s 83
FN� � OOW¢rH15 _F]IPANBgN GP. 919 Fif ° NL`GRC.l .nWr_ ¢ S, ^•
BUf 0 LESS '! : ^Es r ro TIE xU#sr of
r N1DO�ONE g X
I Btrt IFA51 ifR' ENO of 4
TYPE A —DOWELED TYPE B—THICKENED EDGE TYPE F—DOWELED .�'� € IA
n.T.S. NTS.
CONSTRUCTION JOINT 2
DEAL D OE AR
TABEE.]IEDn9LLJnevSA.�uSI•A�1 cur aTelauDR+w,..
` � � Yt 1' • nnRb.. rxnlelW Iw�M1 M +Ne
'N1 :,IIr Rln IEIn
1 R IER mo pin 1341
tl 1RM IR y�ln lum
1'-➢Nn l�:1 .1R Ink, z
]I EJ In EF 2!!n 1Rp1 N
EMD ovMoW—
°ft O°"E 0
J
EBw c z�
>0^ cENIFRS
TYPE D—DOWELED TYPE E—HINGED (butt or k—d) 0 O s Hrs
Q
EXPANSION JOINT CONTRACTION JOINT CONSTRUCTION JOINT
DETAIL 1 DETAIL 2
DETAIL 3 z z
0 F OR CNVAFER r ��� z 0
V I Y BELOW SURFACE a Q.
W
S- NATFRAL 1�SEA ANT RESERVOIR SIZED TO PRONDE W W ¢ O
1•-1 BFLgv AIRFNz W WTEAVL PROPER SHPE FACTOR, W/D. FnD POURED AND Z F 2
1•�• }'-1^ BElAW SURFACE PREFORMED SEALANTS REQUIRE DIFFERENT S AFE0 Wit
FACTORS FOR OPDMUM PERFORMANCE. y U 2
D 2 R00 BACKUP MATERIAL MUST BE COMPATIBLE !L = O
I MW. TO PRONDTAE E PTHEOOF9REDD SHAPE ACTOR.SEALANT AND MZED Lu Z
END -ER{• F
� 0 ^� 0
w a
ROD RACKUP Q Q
4ATERMI ROD B•OKUP 4
F%FR B INO PREIgNED -ON .axt
U RIERML CO
ASN D-1151 BEWEEN ON
15Y sr
9
2o]
)�
<
,o
OUTLET
CVERFLOW YARD
INLET (IYP.)
ASSORTED PLWBNGS FROM
APPROVED LISP (TYP)
TYPICAL
APRON SHEETFLOW
! 1 1 1
=de
PLAN VIEW
2'-3' MULCH
T
—FILTER FABRIC
APPROVED P ANT LILT
-THE PROPOSED PLANTINGS IN THE BIORETENTION AREA SHALL
CONSISTS OF AN ASSORTED MIXTURE OF THE FDLLOMING:
ITEA MRGI NAME COMMON SANE
NEA VTR ARGINIA
BEETSPIBE
CA ARON A RPA AMERICANA AMERED C D BERR YBERRY
PA A
AROMA ARBUTIFOUAERICA RED CHOREBERRY
EUONYMUS AMERICANUS STRAWBERRY BUSH
-SUBSTITUTE PLANTS MAY BE ALLOWED ON A CASE BY CASE
BY CASE BASIS AND SHALL BE APPROVED BY ME ENGINEER
BEFORE PURCHASING.
-A SPECIFIC PLANTING PLAN SHALL BE NNDMDED BY THE
GRASS
FILTER SRTIP
CONTRACTOR TO THE ENGINEER FOR APPROVAL BEFORE BEGINNING
PLANTING.
-FOR PRICING PURPOSES. THE CONTRACTOR SHALL PROWOE EIGHT
(B) OF EACH OF THE ABOVE TREES/SHRUBS
UNDERDRAIN CIXLECDON
SYSTEM IAW DETAIL ON
PAGE B.
810RETENTION AREA
N.T.B. a 11