HomeMy WebLinkAboutSDP199100066 Plan - Approved Final Site Plan and Comps. 1993-06-121
T.M. 46B4 PAPCEG 3 1
O.B. /OT/ P. 493-49G PLAT I'
n Zaw/6b PO S.G.
Temporary Raised Median Consisting of \ //
6Precast Concrete Bumper Blocks Q / ax c_ae _ _ _ _ _ _ i 1
T_ ___�` -- - 40"ACCE3.S E�i3EME.VT
493 -
/.✓✓ Je4.GG - - t Raised Median
o.B. /oG4 o s.33
' EX,JT B"SAW 1EW .P Cv 4. 95 9.
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l `� 1gB•SG'/4"'W � /TJ 55' c✓RB {GUTI/ R F�M7, O.B.
GENERAL CONSTRUCTION NOTES
1" THE ABBREVIATION V.D.O.T- MADE HEREAFTER REFERS TO THE
VIRGINIA DEPARTMENT OF TRANSPORTATION. THE TERM COUNTY
REFERS TO THE COUNTY OF ALBEMARLE, VIRGINIA.
2. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, A PERMIT FOR
CONSTRUCTION SHALL BE OBTAINED FROM V.D.O.T. THIS PLAN AS
DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE
PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF
THE PERMIT SHALL GOVERN.
3. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WILL BE
MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE
DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF
THE START OF CONSTRUCTION.
4. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO
CURRENT SPECIFICATIONS A_>� STl�arDAILnS OF
V.O.D-T- ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION
MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION
INDUSTRY 929 CFR PART 1926).
5. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED
IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND
MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
CONSTRUCTION.
6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED,
r 3z v ,P E 3cE
SEEDED AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS
2:1. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR
�.8. 990 P s25M
BETTER ARE TO BE ACHIEVED.
/✓ACAN
i � aP PO S.c
7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED
WITHIN THE PUBLIC RIGHT -OF -NAY OR EASEMENTS PRIOR TO
ACCEPTANCE BY V.D.O.T. (ALL DRAINAGE OUTFALL EASEMENTS ARE
TO BE EXTENDED TO BOUNDARY LINE OR A NATURAL WATERCOURSE).
8. ALL DRAINAGE INLETS SHALL HAVE A 2-INCH LOCAL
DEPRESSION.
9. PAVED OR RIP -RAP LINED DITCH MAYBE REQUIRED TO STABIL..IZE
A DRAINAGE CHANNEL WHEN , IN THE OPINION OF V.D.O.T., THE
DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED
NECESSARY-
1 0. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE
6.. GATE JA
VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST
E Box
EDITION.
11. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE
NF REIORCED CONCRETE PIPE -CLASS III-
12. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST
COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29
CFR PART 1926).
13. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY
'
SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE
RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY
OFFICIALS AT THE START OF WORK.
14. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE
LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE
PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE
CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL t�-
UNDERGROUND LINES AND STRUCTURES AS NECESSARY. L
4 FIC'
15. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH
GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS
ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY
20, 1983, AS LAST AMENDED JULY 1, 1989.
16. ALL ELEVATIONS ARE BASED ON U.S.C. AND G.S. DATUM.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING •MISS
UTILITY• (1-800-552-7001).
18. ALL WATER LINES SHALL HAVE A THREE FOOT MINIMUM COVER
OVER THE CENTERLINE OF THE PIPE.
THIS INCLUDES ALI, FIRE HYDRANT LINES, SERVICE LATERALS, AND
WATERLINES, ETC.
SHn//T9.Py SEWER
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CHARGOTTEJ V/GLE, ✓A. Z2905
of VEL OPER�CONT,Pq CT PUQCHAIE,P: CREJTA,P BANK c/a JU1AN GALL/ENNE-✓/CE P,@FJ/GENT
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A 072 AC_ 70 TAL (/. 000 AC. NOT /WGL!/O/✓G ZO'EAJEMENT�
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• TN/1 J/7E /J AN OUTP.9,PCEL OF FOREIT LAKE) COMME,pC/AL .4REf)/CIIQQENTGy ✓4fgNT�
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PROPOSED OE✓ELOPME.VT+
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407
• O.9.PK/NG: 20 SPACES REQ U/RED p / 3P�/3YJ J. i" GR031 LG OO.P A,PEq li I, 929 1. F.
33 1PACEJ P.POV/OEO
• PAVEMENT JPEG f/C,9T/ON.3 : B " fZ/A o.P �'2/ AGG. 170NE BASE
/ U2 " J4 OR 15 1U,PFACE
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• E.POJ/ON CONT.POL PLAN oN 3EPA.PA7E JNE£T.
' .1 PRCc3 uRE RBODUN6 VALVE SHALL BE /N3T.14LED ON NG ATL!R 3ERV/G.E L/NC /N3/OE
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FO,t TN/5 PRcpGRTY
In accordance with SP-91-08 and as recorded in Deed Book 1071, page 533, Forest
Lakes Associates shall construct the one-way exit road on the eastern boundary of
Patce132/36F at such titne as the exit -only access to Route 29 is constructed.
J j
3 +r
o
I
92'= 6" WATER LINE
PROP, C.R.
K
x
r
FIRE HYDRANT WATER LINE
I"=2o' HORl2, j"=1D' VERT.
NOTE � BO✓NOA.P✓ 9Nb TOPOGR PN/C /NFO.PMAT/ n/ FROM % q�/,•j qN0
JUBO/✓/3/ON PLAT By Ra oFJBU1N, G.9LE j q-s.IOG.. % C.
CNq.PGOTTEI ✓iLLE, ✓A.
TN/S rpo?P RTY /f M r w"iN /a' O/A ♦ PjwkN IAL
NeT WtTN•N A /[b YeA,c I[eae iL.A�N.
»REgM ANO Is
19. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND
APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY
SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN THE PUBLIC
ROAD RIGHT-OF-WAY OR AN ACCESS EASEMENT, IN WHICH CASE THE
ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UITLITY
EASEMENT.
20. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY
SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS
WILL REQUIRE A 1-3/4" HOLE TAPPED INTO THE CENTER OF THE LID.
BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM
ENTERING THE BOX PRIOR TO METER INSTALLATION.
5tDU4 HN _ _
5AH MN
— _ = SHOPPING CENTER DRIVE
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FINANCIAL ' DRIY4-THIzibUIGH I' '
I+ I STEEL EDCTt; (1YP. I INSTITUTION I
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5,4 5Fv�
ez4)rH PLANT LIST
KBY BOTANICAL NAME
COMMON NAME
Hu
REMARKS
TREFS
AR ACER RUBRUM
RED MAPLE
2 112 - 3"
B&B
CL CLADRASTIS LUTEA
YELLOWWOOD
2-21/2'
B&B
CF CORNUS FLORIDA
FLOWERING DOGWOOD
6 - 8'
B&B
CK CORNUS KOUSA
KOUSA DOGWOOD
6-8'
B&B
LI LAGERSTROEMIA INDICA
CRAPE MYRTLE
6 - 8'
B&B
'WILLIAM TOOVEY'
PC PYRUS CALLERYANA "REDSPIRE",
BRADFORD PEAR 'REDSPIRE'
2 - 2 112"
B&B
(PP #3815)
QD QUERCUS DARLINGTONIA
DARLINGTON OAK
3 - 3 1/2'
B&B
SHRUBS
Ich ILEX CRENATA 'HELLER]"
HELLERI HOLLY
12 - 15'
CONT., 24' O.C.
IBc ILEX GLABRA 'COMPACTA'
DWARF INKBERRY
24 - 30"
B&B, 40' O.C.
Jcs JUNIPERUS CHINENSIS 'SARGENT]'
SARGENT'S JUNIPER
12 - 15"
CONT., Or O.C.
C•1v . , .ZiL�
+, +
EX15T• RAN. 5 eX
. •.I�t—EAS�EMEIJ'r
�FIbE� O G GPTITE. .laDG2G �pUhlt7 Ci
U.S. HIGHWAY 29
GROUND COVER
Im LIRIOPE MUSCARI LIRIOPE 1 QT. 4" POTS, 12' O.C.
Z'x Z' HAROW000 STAYE5 5CT
OUT5IDE OF W0TDALL-I%2UALLY
SPACED.
ALL TFE.ES (4L V'-5'.: S 5TArL5
ALL TREES DLT Wr I V."!dL
AND 3" CAL.: Z 5T=5.
ALL TU1,5 UNDCZ 1 L4"CAL: 15TAKE
WIEE TZEC WITH NO IZ 4ALv.
WIRE. PROTECT TRUNK WITH
Z FLY EUDDCR h05C.
2LTAIW LEAOEK
-Z' 51112XDOED DARK MULCH
PER SPCCIFICATIO1,15.
PULL MULCH 5' DACK FROM TR.UNIC
OUND SOIL S' ALL AROUNO
1LKFILL WITH 6 PAST5
NATIVE 501L, I PAST MANUZL.
152EAK 51DE5 OF PLAWTINCr
CUT AND R0L0 DUEL-W FROM
HOLE WITH PICK.
TOP Jai OF R00TDALL.NOTE ��T-,
"
IWOTF: 5CT PLANT SUCH THAT Arne
NON OEGZADA&.0
DHRIJ,P eA�ff III_ _
^,_
'`
_ SCTTLEMCNT THE TOP OF WOT15ALL
WILL Dr, FLUSH TO FIW15HED GRADE.
WHERE DRAINAGE. 15 POOR 5ET
FOE WISE m5KDT7 CUT=IJ�I�E
W Ilc
IllltJ 11
IIII=-IIIIIL
IJIIy-�-
I�`
ILA PLAWT` SUCH THAT AFTER �ETTLG
L
WIRES SEVERAL -
PLACES AND PULL WIM lm= EI
ac=IiII.E
-It'll
IIdL=-IIII
- MENT THL TOP OP POOTDALL WILL
= DE SLI4HTLY m14HCR. U-Z") THALI
DARK FROM ROO715ALL,
eCPZCSLNTAHrV
ZCCMEOIAL
�C FOE OTHEZ
ACIION WHICH MIGHT DL etaWRCR
TREE PLANTING DETAIL
MOUND Z" ALL AWLIWP
2" SHSCVXV DARE MULCH
CUT AND FOLD DURLAP FROM PER 5PCCIFI6AT10115.
TOP %5 OF ROOTDALL. PULL MULCH 9" DARK
FROM 5TCM OF MIZU5.
HOTC: WOW-DC4SADADLE
DUELAP NOT ACCEPTADLC.
POP COOT DOUND COIJTAf111112L —
rLA,WT5, CUT Y4 OF IZOOT5.
III III L-I_U: DEEP FLAW
TIN4 15CP
5ACKFILL WITH 6 PARTS MIN ,ir_ �I JIG :Et
JUT-illli- -
NATIVC SOIL, I PART MANURE. pREdY 911?C5 of PLANTING
HOLE WITH PICK.
NOTE: 5CT FLAUT 'SUCH THAT AFTER. 5ETTLCMENT THE TOP OF
ROOTDALL WILL DE FLUSH WITH FIN15mm GRADE.
WHECC PVAINACr 15 POOR, 5CT PLAPT SUCH THAT
AFTER 5ETTLCMENTT THC TOP OF ZOOTBALL WILL DL
5LICTHTLY HIGHER (I-Z") THAU FIU15hED (WADE.
C01.15ULT OWNER'S RCPRl5ENTATIvE FOS OTHER.
REMEDIAL ACTIOW WHICH MAY DC REQUIEER
SHRUB', PLANTING DETAIL
14T5
AECEIIVEO
FEB 2 6 IW3
Planning Dept.
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RI VISIOi'S.
DRAWN BY: H W G
CHECKED BY: S W C
APPROVED BY: S W C
DATE: 4.22.91
SCALE: 1'=20'-0'
PROJECT NO. 10330
SHEET
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