HomeMy WebLinkAboutSDP200700103 Plan - Other (not approved) 2007-09-25aa 12 11 In 9 a 7 Q
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all
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I3 11111
PAVED) --
O [PAVED]L'
O
TAXIWAY "A"
6 „ • . 0
i
REMOVE EXISTING ACCESS ROAD. BITUMINOUS
MILLINGS TO BE REDISTRIBUTED ON EXISTING - - -- - --
PERIMETER ACCESS ROAD AS DIRECTED BY MATCH EXISTING PAVEMENT
ENGINEER. (MISCELLANEOUS DEMOLITION) SEE "PAVEMENT TIE -IN DETAIL"
698.50 -- - --------------------------------------------598.50 598. _ 598.50
I I
p U, P
r I
l
599.13 598 64 599.04 599.04 i +OG
599.20
1 D101
598.64
FUTURECONTRACTORI IP3.07 I
SHALL RESTORE I
BY OTHERSAREATOSMOOTH
GRASS] I LINE & GRADE WITH I FF ELEV = o
l 599.13FMITIVEDRAINAGE
1 599.20 599.13 598.83 598.83 r 9 .07 599.0
XI X X X
598.77
TOPSOIL 599.20 599.00 X599.00 99. 1 599.11
i ISTOCK PILE 599.13 HP= 598.94
599.20 599.13 598.83 99.0 599.07 l 13 +00
I X X X l
GRASS]
598.83 598.77
PRESERVE AND
PROTECT EXISTING
FIBER OPTIC LINE
I ; IP3.07 D102 I M
599.20 599.13 - 5986 - 4 598.64 99.04 599.04
I , X X X I
l I M
PROPOSED DRAIN FIELD 599.70
GATE SHALL REMAIN l
CLOSED AT ALL TIMES SLOPE D IN
UNLESS GUARDED BY I;
CONTRACTOR PERSONNEL ; 599.20 5 59883 X598.83 99.07 599.07 i 12 +00
98.77
I cs: I III
i 599.20
x
599.00 U X
599.00 99.11 599.11
598.13
co P= 598.94
I I
599.20 599.13 598.83 598.83j 99.07 599.07 l
X X X
598.77
TIP PROP E l
PCP TO EX TI
1 STRUC R 1 I
NO PARATE PAY IT
PROPOS \ 599.20 99.13 598.64 99.04 599.04 i 11+00
DI S IBUTION BOX
x x x o. I
PAVE I CAP WA
IP3.07 I
LINES A
MARKER
II
TA 10 +73- 08 ±'LT BL "T" I
599 05 l
T- HANGARS
PAVED]
AND SEWER
INSTALL
N SURFACE
7
PAVED]
INST DUCT R AND 5 9 7 599.05 s'
I
v olvoul r
SOLE RISK OF THE USER. FU THERM
TER TIGH AP AT TERM i ,
AND OLD DESI N PROFESSIONAL HARMLESS
o p o
FROM ALL CLAIMS, I RIES, DAMAG
NO SE P ATE PAY ITEM)
ATTOR N OR REUSE OF
AY o
THESE MATERIAL .
OVE EXISTIN CP nEXTEND6" PVC (n
j
N
PAVED] PI SEGMENT AND EN B jTtI5KQ TO INSTALL MARKER & N
S ION. UG 15" OPENING BE REMOV CAP END AT STA 10 +42 m 0
WI RI ND MORTAR BY OTHERS I I
MI SCELLAN S OUTION)
4" S VC MATCH EXISTING i
h
O SEPARATE PAY PAVEMENT SEE
INCI TAL TO T- HANGAR PAVEMENT TIE -IN DETAI I
TIC SYSTEM WATERTIGHT CONNECTION
EXIST
TO EXISTING DUCTBANK
PAY ITEM)NO SEPARATE
ATFROVTR I _DIRECTIONAL BO
60
STA 10 +30 INSTALL
4 "4 WAY C RETE 3'x3' HANDHOLE.
ENCASED DUCT B TOP EL = 598.18
PRESERVE AND PROTECT FENCE
INTO EXISTING WATER SERVICE. INSTALL 5/8" WATER
DER.
T- HANGARS
NEI
co
o - - - -- - -- - - - - -- o TAXIWAY *F
Mme + .+\ ` + s •',.. ,+ + .. _- ___- - ---!
60' - 0 " \ \\
r r - - - - - - ------
FUTURE
FUTURE 1 HANGAR
PAVED RAMP ; D -
I ----- - - - - -- N y,TII ,
i I 1
FUTURE t
HANGAR °
620
610 -
0
600
O
011
O
ANY USE OR REUS OF ORIGI AL O ALTERED CADD DESIGN
MATERIALS BY CLI NT, AGE , OR THER PARTIES SHALL BE AT THE
SOLE RISK OF THE USER. FU THERM RE, THE USER AGREES TO
DEFEND, INDEMN1 AND OLD DESI N PROFESSIONAL HARMLESS
FROM ALL CLAIMS, I RIES, DAMAG LOSSES, EXPENSES, AND
ATTOR N OR REUSE OF
THESE MATERIAL .
PRESERVE AND PROTECT FENCE
INTO EXISTING WATER SERVICE. INSTALL 5/8" WATER
DER.
T- HANGARS
NEI
co
o - - - -- - -- - - - - -- o TAXIWAY *F
Mme + .+\ ` + s •',.. ,+ + .. _- ___- - ---!
60' - 0 " \ \\
r r - - - - - - ------
FUTURE
FUTURE 1 HANGAR
PAVED RAMP ; D -
I ----- - - - - -- N y,TII ,
i I 1
FUTURE t
HANGAR °
620
610 -
0
600
O
011
O
O
JPAVEDRAMP5aD-3 ; coo
WOODED
MI 0
DRAINAGE SUMMAR .E DMEN
U MA YIo „ • D101 DROP INLET, DI -1, -
i rr''- - --- , • •'` CY •'•• GRATE ELEV = 598.42
15" INV. OUT = 594.21
HA G RS STA. 13 +93.19, OFFSET = 134.50 LT, BL "T"
EXISTI
NE [PAVED ] EXISTING ° ern ° D- , D3 D- D102 DROP INLET, DI -1,
PAVED HANGAR 0 GRATE ELEV. = 598.42
D -2 S W 0 15" INV. IN = 592.89w11 ! i
q 15" INV. OUT = 592.79ESTA. 12 +43.19, OFFSET = 4.50 LT, BL "T"
COaJ + . + ,,• I ,. +.. O
mac
I " ; D103 REMOVE EXI G DI TYP, REPLACE WITH ST' DI -1
RATE V
f
r--------- - - - - -- N = 598.42
r ; O 15, = 591.29
X. 15" IN OUT = 591.19±
STA. 10 +93. OFFSET = 1 "35.75 LT L " T
ti FUTURE ; I i HANGA 1 ° ,•`PAVEDRAMPiiil10 , IPE SUMMARD -1 c0
101 - D102 150 LF 15" RCP C Sill
I ++ I t •` SLOP = 0.88%iii I ' - - -- - - -J •
GRASS]
O ---- ODE D10 - D103 1 LF 15" RCP LASS lit
I TRA + +.'s• ,,,•` / SLOPE = 1.001
f
EXISTINGCATORM WATER DETENTION BASIN NO. WO (2)
r
WAV € ®j
i
I /
1 .
NOTE: SITE PLAN BASE DATA PROVIDED BY DELTA AIRPORT CONSULTANTS MINOR AMENDMENT TO SHEET #6 - SDP 2005 - 0148
TO NARCHITECTS SE DATA ASSOCIATED WITH DOCUMENTING
MINOR AMENDMENT SI TE PLAN GENERAL AVIATION FACILITIES UPGRADE - FUTURE HANGARS D -1 D -3 & D -4 ADDEDMINORAMSITEPLAN
SCALE 1" = 40' -0"
a .a s .e .n • 7
Consultants
A
B
Professional Seal
R C
S tore
4 des,
Owner
0)O1f *ftWY/ //#14AJ* 0 k
A//rjbo"AudwINy
Barbara Hutchinson, Executive Director D
100 Bowen Loop, Suite 200
Charlottesville, Virginia 22911
Developer
Av/otlon
Grrlkow"t Groin, /be.
226 East High Street
Charlottesville, Virginia 22902
The undersigned, authorized byy the owner, has reviewed
and approved Mlc drswing in accordance with the EagreementbetweentheOwner & Me Architect:
Signature Date
Project
M/norAhwndimnt
A/bejwre County
SOR2QOS -0148
Charlottesville
Albemarle Airport
Charlottesv virainia
ri
Project Information
Jurisdiction:
Magisterial District:
Tax Map: 32 G
Parcel Number: 10
Deed Book:
Zoning: RA, LI
Building Code Use Group: S1
Type of Construction: IIB Non -
Cumbustible - Unprotected
Automatic Sprinkler System: No
Actual Building Height - 24'
Maximum Height: 45' -0"
Occupant Load:
Floor Live Load: 100 PSF
Roof Live Load: 20 PSF
Ground Snow LoadPQ)• 25PSF
Basic Wind Speed: OIGIIPH
Wind Load Importance Factor (1): 1.0
Wind Exposure: Exposure B
paroyal
Approval
Stamp
Building Permit Number
Vicinity Map
Its
in USE OF THIS DRAWING e
DO NOT SCALE DRAWING. The Contractor shell take fled
msuch flflafoelmenb end verity flew condPoona end othe cerelullyy comparemeawmresmsandconditionsandotherInformationknown
to t Contractor with the Contract Documenle before commencingWUMAKes; Comrecbr shall caretulN study and compare Me Contact
Documents, with each other and w1M Mformatlon fumhhetl by the
Owner and Mall at once report fo the Archtiec errors, WInconsistencies0morosbnediscovered. == actortiroContractor performs any consCdonknowlrqNInwlvesarecognizederror, Inoo ncy orkftheContractDocumshlemahoutsuchnoticetothe
Arcnkeol, the Contractor shall spume appropriate responsibility for
lDUt,Dbsuchp once and Mall beer an appropr to amount of t oattrcost.
The Intent of the Contract Documents Is to Include all I me necessary
for tine proper execution end completion of th Work Hy theContractor. 7th Contract DocumsMS ere complemsmary, and what Is
regWred by one:W be - bMdlrq es If r I r by all; perlortnpcabytifeCamractoshallberequlradcitytoMeeztnoonMs,knt withti» Contract Do rfs anti reatonaby inferable nom them =beingnsaasarytoproduwtheIntsndetlr %. In teas of =am
requhsmeMe Me more smngem and/or costly requirement shellappry, vdthouf charge fo Contras Sum or Time.
Oraanlzeson of the 8beclflglbns Into divisions, sections and arbcles,
end emangemeM of rawinga ohs# rot control the Cattractor In
dlNaln ,the Wok among Subcontractors or In establishing the extentofWoktobeperformedDyanytrade.
Information shown on this shpt does not ' Mrort changes toContractSumoTimeunlesselmInspp•ale letter o Change
Oder. Information shown Is, eublect to Me Wremonto of the
Contract Documents. ContrxtDr ro reepopl for dlmenelone, which
shall be confirmed and correlated at the she, fabricstlon e,
taechnhues of oonatructlon, Quantities, the aoordlnatlon of hie work
with N(oMer trades anal Suboomractore, and the satMactory
psrlormanoe of his work
COPYRIGHT NOTICE
This drawing w ylTt WW7 by SHEERAN ARCHITECTS. The
Architect retalna eA common law, oletutorryy end otfrer rsprved
right, lit addition to the copyright on Mk drawing. Unauthorized
reproduction or uee of Mro drawing ro prohlbll Consent fortlmitedreproductionorusebyothersthatbeevidencedbek'nature of Sheeran Architects' personnel below. Consent (o r
mlted reproduction or use reel oft to named below.
signature ate
Llmked Reproduction or Use Rights Granted to:
r do a z 1
1
p l
PAVED]
PAVEDj . ........... ....0.
OF, -49FA-ROFA ROA A— ROFA --R 4- PJX4 QOF,4
X
TAXIWAY "I
a_
LLI --- -- --- --- - ----
Cz . . . . . .0 QrL ;6l--li---,j TAI101 :L IL
0 C49) 0 -0 0 06"LID
N,
IN.
620-
610-
N, >
REMOVE EXISTING ACCESS ROAD. BITUMINOUS -600- LEGEND
MILLINGS TO BE REDISTRIBUTED ON EXISTING EXIISTING RETAINING WALL.
PERIMETER ACCESS ROAD AS DIRECTED BY MATCH EXISTING PAVEMENT -- - --- EXISTING FENCE
ENGINEER. (MISCELLANEOUS DEMOLITION) SEE *PAVEMENT TIE-IN DETAIL" V-DITCH EXISTING DRAINAGE PIPE
0
LOD- -LOD- .5o OD- -LO LOD- - -LOD
598.50 50 598.50 PROPOSED DRAINAGE RCP
X
598-64
598. -- - rAXII\NAY *F' EXISTING DROP INLET
XX X 598.68 x . . . . . ...................................... . .............
596.60 598.24
0 N L
PROPOSED DROP INLET
0 PROPOSED HOSE, BIB AND SPIGOT
30' 27'57.71' ---
12.5'
22 -- 61, [
PAVED] EXISTING MANHOLE
0
12.5- 0 PROPOSED MANHOLE
X X X x >0< WS59864598.6 599.04 599.21 599.0 +
00 %
PROPOSED LIFT STATION
59 34 598.44 599.20 598.92 598.64 598. r7 0 7 7
C TRACTOR
D101
OT PROPOSED OIL TRAP
cn S LL RESTORE
A EA TO SMOOTH (BY OTHER 50'n f EXISTING ENDWALL
0GRASS) LI E & GRADE WITH FF ELEV =
S /
I
SITIVE DRAINAGE 59913 % PROPOSED ENDWALL
L 599.13 598.83 598.83 z607 -' 599.Oj
X X
EXISTING CURB INLET
597.98 598.85 7
xx X >cK 598.3 X - K 0
PROPOSED CURB INLET
1 26'
599.06 598.77 599 , 33 599-02-
1
J C %
L j 599.11 0 PROPOSED CONCRETE COLLAR
0 [STOCK PIL E] 9
1 EXISTING MITL
I
TOPSOIL 599.20
5
L-853, TYPE 1, STYLE 1, GREEN
63 599.00X
a
I X
H P = 9 . 94
199
I 0*
25' T.- I "111111 -T
OEM RETROREFLECTIVE TAXIWAY
LL X
13
X
598.83 9.01. 599.07
X
13+00
0 CENTERLINE MARKERiLi
W X
599.20 59 9.
XX
598.27 [GRASS 599.22 598.99 598.83 5987 1599.371 1 599-12 (WOODED] # EXISTING LIGHT POLE
EXISTING SIGNPRESERVEAND
0 L PROTECT EXISTING t7 X EXISTING ELEVATION
FIBER OPTIC LINE I W
599.20 599.13 5
598.78
102 a 599.05 PROPOSED ELEVATION
598.09 599.20 598.87
D103 (
IP107 z X
698.64 499.04 , 599.04 0 _3
X X XX X > 597.9V I 5
IX/ 1
6 698.9 Uj , 11
I C0 T-HANGARS T-HANGARS
M PROPOSED ELECTRICAL HANDHOLE
PROPOSED DRAIN
L 00-4
PROPOSED DIVERSION DIKE
GATE SHALL REMAIN 8
DRAINAGE SUMMARY:
FIELD V599.70 100
PROPOSED CULVERT o; PA\lED1 D101 DROP INLET, DI-1, INLET PROTECTIONCLOSEDATALLTIMESU-
SLOPE D INI GRATE ELEV 598.42
UNLESS GUARDED BY Ila
I 1
0.
1 HANGAR
15 INV. OUT 594.21 PROPOSED CHECK DAM Q 320CONTRATORPERSONNEL ' tv9.20 ' 599.13 598. 598.83 .07 .. 1 599.07 12+00
X X > 597.8;- 1A X STA. 13+93.19, OFFSET = 134.50 LT, BL "T"
PROPOSED INLET PROTECTION
598.33 5419 5 98 .77 .
ILL '
98.56 r-10 599.22
D102 DROP INLET, DI-1,25 z Z -
599.00 9.11 .599.1 I
GRATE ELEV. =
599.20 599.00
598.42 SF PROPOSED SILT FENCE ,
a-
x or. X I'll [
GRASS
15" INV. IN = 692.89
79
LOD- LIMITS OF DISTURBANCE4
25' STA. 12+43.19, OFFSET = 134.50 LT, BL "T" AN-
5963 HP=598.94
I
15" INV. OUT 592. -
s PROP SEWER PIPE
599.20 599.13 598.83 598.83 499.07/ 599.07 -W- PROPOSED WATER LINE2X11XXx >o<
7
697.6t X D103 REMOVE EXISTING DI TYP, REPLACE WITH ST'D DI -1i7.39 599.58 598.82 698.7 599.06 GRATE ELEV = 598.42 PROPOSED ELECTRICAL CONDUIT/ DUCTBANKTilpfi(OPOSEDEXISTING
15" 15" INV. IN = 591.29
CCP/TO J " (PAVED) EX. 15" INV. OUT 591.19± PROPOSED PAVEMENT4 "/ STRUCTURE STA. 10+93.81, OFFSET = 135.75 LT, BL "T"
NO E PAY ITEM)- ES--1 e 0 r/ PROPOSED CONSTRUCTION QDINV h,,.). -.1
599.20 599.13
u,
598.64 104 599.04 11+00 1.71 1/ WOODEPrj PIPE SUMMARY:
ENTRANCE/ STONE PROTECTION
PROPOIS 0 C BITUMINOUS MILLINGS TO BE REDISTRIBUTED8.21 X "I XX x > X
DIS BUTION BOX [PAVE 598.74 .598.96
IP3.07
698.89 CAP AND SEWER D101 - D102 150 LF 15" RCP CLASS III REMOVE EXISTING PAVED DITCHDROPifT10, LINES AN INSTALL SLOPE = 0.88%TOP - 598,26 MARKER SURFACE
IN IN -- 595.3A MIN PROPOSED CHANNEL LINING0D102 - D103 150 LF 15" RCP CLASS IIIftftv591. 19
10+73 08±'LT, BL "T"
X%ft
L - 599.05 +
SLOP 1.00% PROPOSED PAVED GUTTER/ SIDEWALK
IN DUCT R AND 598.8398.3 " k- I j
ER TIG P AT TERM .
7
444
599-0115
598.96
V ONDUIT PROPOSED VDOT #21 -AC3Ly
NO SE . L0
NOTES:
OV EXI I iV. RCP r% r §
r 10, N ' 10010`r
OD EXTEND 6" PVC >
P SEGMENT . CONTRACTOR SHALL VERIFY PAVEMENT TIE-IN ELEVATIONSNTANb
tPAVED1
L
INSTALL MARKER &BU TO AND BRING ANY DISCREPANCIES TO THE ENGINEER'S0) SECTION. UG 15"OPENING CAP END AT STA 10+42BEREMOV (
n
ATTENTION, PRIOR TO POTENTIAL IMPACT TO SCHEDULE.
WITH BRI ND MORTAR 18"
MISCELLANEOUS OLITIO BY OTHERS cl* on
2. CONTRACTOR SHALL REPAIR ANY AREAS DAMAGED BY THEIR
EXISTINGOTORM WATER DETENTION BASIN NO. fWO (2)
CONSTRUCTION ACTIVITY AT THEIR OWN EXPENSE.41
4"S MATCH EXISTING -,_ DROP INLET
TOP. - 5q7 3. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING
Z
PAVEMENT TIE-IN DETAIL UTILITIES RUNNING THROUGH THE PROJECT SITE, UNLESS0SEPAPAYITPAVEMENTSEE ' - 66
INCI TO T-HANGAR INV I4
TIC SYSTEM INV OUT 689.07 WATERTIGHT CONNECTION OTHERWISE NOTED OR REQUESTED BY ENGINEER.TTO EXISTING DUCTBANK
4. CONTRACTOR SHALL PROVIDE SANITARY SEWER CLEAN OUTS4 - (NO SEPARATE PAY ITEM) AS REQUIRED BY CODE. NO SEPARATE PAY ITEM. •
7A /UIRECTIONAC UNEYER PAVEMEW 5. "ELECTRONIC GATE VALVE IS TO OPEN AUTOMATICALLY
WHE R EITHER OF THE SPIGOTS IS BEING USED AND
STA 10+30 INSTALL
606
CLOSE A ATICALLY, WITH A 5 MINUTE DELAY, ONCE THE
4"-4 WAY RETE 3'x3'HANDHOLE. WATER IS TU D OFF. NO SEPARATE PAY ITEM, INCIDENTAL
ENCASED DUCT TOP EL 598.18 TO STRUCTURE
PRESERVE AND PROTECT FENCE
TIE INTO EXISTING WATER SERVICE. INSTALL WATER METER. 40 0 40 80
771
SCALE: 1"=40'
WAVE-b P-200r
Xom AIP NO. JOB NO.
o-GENERAL AVIATION FACILITIES UPGRAD NOWAIP VA 03022
LU
L Z
9711 Farrar Court, Suite 100 '4t!a '&s DRAWN BY: SHEET
R\VWRichmond, Virginia 23236 DEL TA iiRPORT
col '
0 *
two GRADING & DRAINAGE
60 $ 6 6
phone: (804) 275-8301 # fax: (804) 275-8371 JDN/JMM/WMEribUCIIIVAINlFClMr60FORT - HANGAR DESIGNED BY:
OF
2 6 zi;CL z www.4 SUPPLEMENTAL AGREEMENT NO. ONE (1) JMM JDN 7/03/06
N
SCAL DATE:28ICHARLOTTESVILLE-ALBEMARLE AIRPORT
k
NO. REVISIONS BY APP. DATE 1 1" = 40 MARCH 2006