HomeMy WebLinkAboutSDP200500125 Plan - Approved 2006-06-09SHEET I
TRAFFIC GENERATION FIGURES-
TITLE SHEET
COVER SHEET 1
OVERALL SITE PLAN 2
EXISTING CONDITIONS & DEMOLITION PLAN 3
OVERALL DRAINAGE PLAN (PRE & POST DEVELOPMENT) 4
TREE PRESERVATION PLAN 5
NOTES, LEGENDS & QUANTITIES 6
LAYOUT PLAN 718
UTILITY PLAN gi 10
GRADING & DRAINAGE PLAN 11,12
ROAD AND UTILITY PROFILES 13,14
STORM SEWER PROFILES 15
YARD DRAIN PROFILES 1E, 17
RT. 250 RIGHT TURN CROSS SECTIONS L'
SANITARY SEWER & MISC. NOTES & DETAILS
STORM WATER NOTES & DETAILS 2
TYPICAL SECTIONS, NOTES & DETAILS 21
LANDSCAPE PLAN 22
LANDSCAPE DETAILS 23
IRRIGATION 2428
KENRIDGF
SITE PLAN
SAMUEL MILLER DISTRICT
ALBEMARLE COUNTY, VIRGINIA
v(_ ARGTON
oe
TT I TE
1 -
L
7V0Af)- \ --
BIRDW00D
GOLF COURSE
Fn
NNI
VICINITY 14AP
SCALE: 1" = 3:000'
KENRIDG LC H.C.
Developer
DECEMBER
REVISIONS TRAFFIC GENERATION FIGURES-
DATESHEET NUMBERS DATE SHEET NUMBERS USE QUANTITY RATE TRIPS/ DAY
SINGLE FAMIILY DETACHED UNITS 6 UNITS 10TRIPS/UNIT/DAY 60
12.19.05 ALL SINGLE FAMIILY UNITS 47UNITS 10TRIPS/UNIT/DAY 470
3.9.06 ALL TOWNHOUSES 13UNITS 6TRIPS/ UNIT/ DAY 78
5.16.06 9-11, 13-19, 22, 28 COMMERCIAL BUILDINGS 3,000SQ. FT. 0.01101 TRIPS/ SQ. FT./ DAY 33
TOTAL 641
S TT R. COLLINS Z
No. 35/791 ,
I ANAL
NO E
Z N u c%
N c O
uiw E _
z J _ Lu uj
mow
OOr"
WZa-.0C
O a>U L
N
LuVz t A V Z
ICn-
V)
U} Wce. O Z Z F -
p adCec~nu 4 E w
o Z
HVo L u U®O
L _ Q Q
E
z wN N z zzV o
Q =)mV to
w V O 0 <
ce W
00 H .M C n a a
o
4w Q
01i
o
ceD
0ad
5
c >
4w u
C
Lu E
Lu E
U')kD
z
CLW 000 4-'
c L o
z
O > o o -'
Q DATE 73
0 4w W
U)12.15.05 0
u
DRAWN BY
coD
J. DALY
0i
DESIGNED BY
S. COLLINS o,
CHECKED BY
S. COLLINS
au
5SCALE
A Pli--, R VA LI/ S • AS NOTED
x
TIMMONS GRO Ir i]aD' NOT
RESPONSIBLE OF' LIABLE FOR A N Y
CONSTRUCTION O/ LSA MA GES TO THIS
PR O JEC T PRI OFA ALL FINAL PLAN14
00
APPROVALS.
v V)
O
o :E
4-
o
a
z 0
Frl i- U
V
O
O_ c
v
o
w
z u °'
N
uj o =
Q)
D uj u "),
i
rSiuj
J v
Q o
Z® o
u E U
UJ
y°
e, J fit. 3 ,, ? 3 O
Comm W -o
W
O
0
OL- i
cU N
V UO_
O
f)
v O
U
o
Q)
L O
n
E
DEPARTMENT OF COMM -UNITY DEVELOPMENT a
PLANNER/ZONING
ENGINEER/NG
BUILDING OFFICIAL
ARCHITECTURAL REVIEW BOARDJoB No. °
U)
FIRE OFFICIAL 22816 °
Q)
Q)
CO
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATIONTION
SHEET NO. VIQ a.
1 of 28 w
C)
C:)
CD
LI
Lfi
CD
x
Li
5
0
75
C:
LC5
0
0)
75
Ul
X
D
Go
CU
zs
Cj)
75
y
ID
co
U
CD
7
60
7
C -VZ
00,
z
AV
41,
If
5or
4FPRA-INAGE AR-EA-4- 1
L7\.,B- AC- VM- 51
4* '
4
SITEAC.- -OFF
AC 1 4% 1
4W,
1 44k
IRV
4
30DiR101
OA3.
1F
4#\
Tc?
6./50/At OP
A
r
4W#
M Z -
d
ARURA4J [,V -EA,
f
A C;-- U- 1V__
TEl7 -AC C
TOTALC- A- A ff -7
Ile,
T
7
L
V
AMP
A '5"\
Z
5,
IN R --E-A--#- 1 AA- )AGE -A
9,1
S11 f
A -ONQ -T-E-_ m
a AC - -T-E`-'
OttTALV0/v0.,30 AC.- TO
41-R-AINS TO'-FIT-TER- -k'\
DRAINAGEAREA *,-2.
J, a V 30 A"q---0N-,,SITE
V,'A C OFF -SIAI J, Al
0 A C,,.-T.O TAL., R Z' 0. - .3
7
0 iq --E 5- N -T, ERRA1, S, 70, T INL 7' /*
0
ADR EAREA, A
3 4- 4 AC, -Off -SITE 41"', i
AOFF- SITE",
10
OTC. T AIL
LY -5 "T -E-' ORA-IA1,5,PIR, ECT OFF I
N\
rc,'"k 14- MIN
Z:
all
4 9 k;
14 7
11-16 ZO
Go
qz'
AA"
607
0
N
X < CODI-.-" k I I
Z -L_ IT-E-- 5 AC
6 -AR FA- DIF- R-,
ri TEKRA
vC. W, j,
Z7'
E . .... GEAR -ARjj1NA,
ON -E-- A
L -TE- RR -A, -1-NLET- D TO FINS
ZZ
7,
j
J I" q
al -
044 A
FIAWA
J
Vil
j
VP
o
Ai
0/1
ik
A
J
R
WATER QUALITY SUMMARY
C" E
0
PRE -DEVELOPMENT DRAINAGE POST -DEVELOPMENT DRAINAGE
z
to
Is— W - 8--c-
FILTERRA
CVREI INLET
AREAS (AC.) PRE -DEVELOPMENT CONDITIONS AREAS (A C.) POST -DEVELOPMENT COND17r1ONS POLLUTANT REMOVAL
FlIterra Standard Plan Nato Neu
REMO VALDRAINAGE
ce-1
i. -I
0 0
TYPE OF TREATMENT FACILITY REMOVAL RA TEAREA
LU LIS E
I :r-
PLAN VIEW liandwitping, ggum cova, Iml pmdrig -xxl street sweeoig complewd), negildlillf ate
RA TE
Im
STANDARD TRANSITION FROM
CURB AND STAHOMD TO
SA TISFIEDON-SITE OFF- S1 TE TO TA L IMPER VIOUS PERCENT PHOSPHOROUS ON-SITE OFF- S1 TE TO TA L IMPER VIOUS PERCENT PHOSPHOROUS REMOVAL REMOVAL
A REA AREA AREA AREA IMPER VIOUS LOADING DRAINAGE AREA AREA AREA IMPER VIO US LOADING REQUIRED RA TE (7.)
Ln
la IF -e placed ort the box
SF) 7.) LBIYR) AREA SF) 711) LBIYR) Lpost-Lpre x 1 RRX100ILpost
I'll IiTIg8 lII1j)j;1i0d fi I'hTIA WIWI. th: lA1iTIl?ltWkQIIS 1;,:T lilt: d;;liVCry. Nialmilonam
Ln
FLOW t'
fLOW \
F-
Z
Uj
Z
LU
Z
LUL.
DEPRESSED CUTTER AT Z'FILTERRA \-WASS CURB INLET
Id 915. 12 49.9%
L& V) LL_
z 'r
4W
A C2
1 78 1,9 9.7 22,652 7 11.01 4.96 1.72 6.68 90,182 42 13. Oj AREAS 1-4 AREAS 1-4 BIO-FIL TER AT REAR OF PROPERTY 507. YES
0) LL
Ctompact undistirbed svL-gmdo 11'atterials to 95% of 1111millull dolwty at 1- 2% of it; w bu include4 in ULe price of tluvh FilltmiuO Laft ExItridIld irwinlenlux;e mit1ws
Z
CIUEANOUl` COVER BY AMEfWMT GALVMIZED
CAST 14 TOP SLAS (Ni SHOWN ANGLE NOSING
ZZ i
re)
optiamm luabsture. Urmitable nulterial below tsilb-prade shau lbe replaced to the site
ellginterlts approval.
ury lividuble III, exua cost ujxn retimi.
000
TOP SLA FOR CLAR[M
OUR AND OUlltMIM)
COMBINED) COMBINED)
Vill U
2 3.64 0.5 4.08 21,708 14 5.30 3.68 0 J. 68 109,765 68 14.96 SEE ABO VE SEE ABOVE BIO -FILTER AT REAR OF PROPERTY 507. YES
1 5.06 0 5.06 17,500 9 6.12 2.35 0 2.35 16,625 16 2.80 SEE ABOVE SEE ABOVE BIO -FILTER AT REAR OF PROPERTY 50yo YES
4 0.34 1.15 1.49 0 0 0.10 SEE ABOVE SEE ABOVE BIO-FIL TER AT REAR OF PROPERTY 5070 YES
5
A. FmeipL dvbril d1l, muhii & IvAt reinovul
3.
3.96 0 3.96 16,210 9 3.19 J. 19-6.12=-2.9J NOT REQD 1post is less than 1pre *** NA NA
1A 0.30
MLILCH PROVIDED GY AMEZ UNDMORAIN SYSTE101
0.30
GUTTER DEPRESSED LTH,
0.42 0.jO 0.30 11, J25 87 1.53 1.11 737. FILTERRA INLETS WITHIN DRAINAGE AREA 74% YES
2A 0. J0 0. JO
specification C89 I "Standard Practice for Initillaticm of Ltxle grorind Precast Utility
0.42 0.30 0.30 10,460 80 1.42 1.0 707. FILTERRA INLETS WITHIN DRAINAGE AREA 747. YES
5A 0.67 0.67 6,800 2J 0.95_ 0.67
E
0.67
1
13,000 45 1.87 0.92 50Z FILTERRA INLETS WITHIN DRAINAGE AREA 747. YES
WITH THE TREATMENT OF 0.67 ACRES WITH FILTERRA INLETS IWITHIN THIS DRAINAGE AREA (DA#5A), THE TOTAL POST IMPERVIOUS AREA IS 16,210 + (13,000 - 0.74xlJ,00) = 19,590.
THE PRE -DEVELOPMENT IMPERVIOUS AREA FOR THIS DRAINAGE AREA IS 17,500 + 6,800 =24,300. THEREFORE, WITH THE ADDITION OF THE (2) FILTERRA INLETS, WATER QUALITY WITHIN THIS DRAINAGE AREA IS ACHIEVED.
n rn r- m r- \ /r_ 1 ^ r_ k j r- k I "r m /,\ e- _r m r- \ ir- I r-, & A r -k I -i-/ I, i /-, r--, -m i I— r-%), I l k I \
PRE -DEVELOPMENT
Q2 14.19 CFS
Qio 22.33 CFS
Qloo 28.38 CFS
POST- DEVELOPMENT (BEFORE ROUTING)
Q2 28.66 CFS
Qlo 39.51 CFS
Qloo = 55.78 CFS
POST- DEVELOPM ENT AFTER ROUTING FROM BIOFILTER
Q2 9.61 CFS
Qio 18.75 CFS
Qloo 29.21 CFS
TOTAL COMBINED POST- DEVELOPMENT
Q2 10.62 CFS
Qjo 20.18 CFS
Qloo 31.27 CFS
k
41
DETENT101V AREA " f-2
NO SCALE
0 VERFL 0 W
FIRS T FL USH EL, = 5 76. 0
77)P 0Jr LWIP P JC V = q 70 n
WEIR = 4'
R10FUER = 580.50
IL T ER = 577.0
OF FlUERISTONE = 573.0'
Q2 9.61 CFS
Q10 18.75 CFS
Qloo =29.21 CFS
H'T. = 2.9 8' EL. 579.98
H'T. = 3.53' EL. 580.53'
H7. = 4.0 5' EL. 581.05
SCHEMATIC FOR
DETENTION AREAS fl &
NO SCALE
TOP OF WEIR IS A r 6. 6'
ABOVE DOWNS7REAM INVERT
J" ORIFICE 0 BOTTOM W7H
I' OF STONE COVERING 774E
ORIFACE AS AN AN77-CLOGGING
DEVICE
DETEN77ON SYS7EM-8' PIPES AREA ABOVE WEIR=5.91 SF178LINEARFEET
DETENTION AREA 41 (OUTFALLS
Q2 9.85 CFS; ELEV2 = 7.37'
Qio 12.32 CFS; ELEVio = 7.5'
Qloo 19.35 CFS; ELE'vi = 7.83'
DETENTION AREA #2 (OUTFALLS):
Q2 7.48 CFS; ELEV2 = 7.24'
Q10 8.67 CFS; ELEVio = 7.31'
Qloo 13.00 CFS; ELEVloo = 7.54'
SH
SCOTT R. COLLINS Z
No. 35791 Ilk,
I
C" E
0
z
to
Is— W - 8--c-
FILTERRA
CVREI INLET
FlIterra Standard Plan Nato Neu
INLET SHAPING
A A (BY
ce-1
i. -I
0 0
A. Activulion of Ow rillerm"' urdt il perfonned ONLY Ly ate Supplier, PulrOutser i,
reqxmible for rinearull iniel, pmeplivn im liubsequenicieun oul, vl.%, ndq 1prmsx
Amalul. corructe3we undl dw siLie iv fully tlutbilizod wid Plolated (IWI
V)
LU LIS E
I :r-
PLAN VIEW liandwitping, ggum cova, Iml pmdrig -xxl street sweeoig complewd), negildlillf ate
SDR -35 FVC COUPLINIQ
CAST wo PRECAST Box
Im
STANDARD TRANSITION FROM
CURB AND STAHOMD TO A. Kmoh uylil. slivill bo omillituelcd III IhU 4IQ.6014 UTICI CICVAMIS HOWITcling lAi llic,izos; cllnnixl of ceminiction matak-45 contarniiiating th3 Filum"" symm. can, shall U
taiken durin c-onsmolimnot to &-,mkqo thiprotc<.tivc thriatind topplat.%.
WALL BY AMERICAST (OUTLET CUTTER Lbe vq;jm)v,nA&d.WiTIg.,. Avy 7TIO(firlWilikyll.S lAV 1.11C ClaVAIJOTI M' 1=4601[1 4611
U_ III
PIPE LOCATION VARROL C R be at the dim.,tion Dfand approved by the Lrigineer H. AefiVIrtion inoludn'; imill.1 lati cm of platit(il.) and MIlCh lllyonA CIA nucllhfjty
L
z
al Uj
I MRS (BY OTHERS),
Ln
la IF -e placed ort the box
0
FXTERM 7141"ftAT culm Im_U THMAII visiag this 2xl wood provided, to prevent arly centutditation from the site. %U internal
to
am VIEW
U
LU
I- LU
GUTTER
CUTTZR
Z
I'll IiTIg8 lII1j)j;1i0d fi I'hTIA WIWI. th: lA1iTIl?ltWkQIIS 1;,:T lilt: d;;liVCry. Nialmilonam
Ln
FLOW t'
fLOW \
F-
Z
Uj
Z
LU
Z
LUL.
DEPRESSED CUTTER AT Z'FILTERRA \-WASS CURB INLET
Tlw 1161 AtIll bic 131,w4d oll Lx svilh H THiTiTY11ITTI 6-ilklil gTHVCI bi
0
z
L& V) LL_
z 'r
4W
A C2 m:
THROAT OPENING (TYP) FLOWUWA n xv - _11mv
2:
TTIA11:11iTly 1114 11TIVI gymL of lhc 0111-1) HIM ill OW HTCH OrOW latil. ThU Ifflil. 19117,; A. Each corrootly imtnllci blitcrwils uldt is to b maintainod by th', Snpylia, or a
m
THEE FPME * GRATE
000
0 U
ELEVATION VIEW
rl.10,21 tlwt the 111lit Diu] tctp 611b 11latch live grade, of the mb in the area of the uillit. SiLppliar ilMrm-ad emnaotor fm a miriltmim pefitwiif I yzfmThc coltt.ofthi%.5;lMcc
LU
CAST IN TOP SLAB P" AS SUPPLIED
0) LL
Ctompact undistirbed svL-gmdo 11'atterials to 95% of 1111millull dolwty at 1- 2% of it; w bu include4 in ULe price of tluvh FilltmiuO Laft ExItridIld irwinlenlux;e mit1ws
Z
CIUEANOUl` COVER BY AMEfWMT GALVMIZED
CAST 14 TOP SLAS (Ni SHOWN ANGLE NOSING
ZZ i
re)
optiamm luabsture. Urmitable nulterial below tsilb-prade shau lbe replaced to the site
ellginterlts approval.
ury lividuble III, exua cost ujxn retimi.
000
TOP SLA FOR CLAR[M
OUR AND OUlltMIM)
U -j Vill U
D. Amival rintinui cunlisw of it imdrawn of (2 j L4vhll"i:id visih TILill visiltl at
U
INTERILOC)ONG (By
C) LLJ
FILTERRA OUIRA U01ITIUVIJOTIN SiMll lh tilliFT1041 m7ld swlh d lo In"I 1JI'l ulInkynd drilwill-gs willi schodulod waisonalliy, tho spriLig visit aims to Acan tip airlor winlu loads includiry
STREET
m LU Uj
mofb ficaliollh TICOC'muly 14) T1100 IiL! 00tflili %III,% und louid Tugulmliiovq a&Ltq and sanis, TL, fall visit hclpl tho systartl by r.m,,vi4 Qxo.5idvc loaf iittz r.
C
CURB CUT. GRATE INLET, E., onvis the tlli is let, the Internal Wooden fams and protective mesh cover must be left C. FtIch mainticnaticc vi Ail c, rsismol'tho follksing taskm
toot- DRAINAGE DITCH, OR 07HER intact. Remove only the temporary wooderi rldppbig blocks bemeen the box and top
OOWEL SAM
0 12" D.C.
FORM OF LOWER ELEVATIONIBYPASSREUEF slab,. The top lid qlxmdd'be sealed onto the box section beftse ba4filling, 115ij-4 a L1011- 1. Filmrul" witil illspe liun
I
D
PLAN VIEW
grout, butyl rubl: r ,rawrprmf seal. The bcoxI15 i p61trinkxrorshrifliCAto of the lid and A. FmeipL dvbril d1l, muhii & IvAt reinovul
3.
ce
ils millitYrinddalilai) will tirnovc III,= limu oradivililimi. Htii 4 111mixt hoalth QVC1111ALIl 011d pilloilig or replac-'alont os anossailySTANDARDTRANSITIONFROM
CURB AND STANDARD TO Aould 1h; INTRI11TIC41 ill A Ulr.Atul mmmwr, i3irillgiTlg III,; fill Irlitl0fild 1q) i7l 3.
MLILCH PROVIDED GY AMEZ UNDMORAIN SYSTE101 GUTTER DEPRESSED LTH, 6"' iifts on ull AILS, AIM in AJ ill 1-1 ITIARTU' 1.11KI. will MSUIL iTI fj 6. L'ds;po lIi of ah mi-00nmoo nAlso itoms
FILTER MEE AMEIVAST BY AMERICAST Ilypl/ I GUTTER [TYP) BEV watm g lit. joint, hi all histancts, inistrIllation of'r-ilterra0vi-it shall coiftirm to ASTM 1. MIAiTIIeTll1TICU TeL!ori:14 updlle(I 11MI Sit Tell. (Ttl[hlrhi imiJbible iqxri requeAl)
SIE=M Ai specification C89 I "Standard Practice for Initillaticm of Ltxle grorind Precast UtilityNow-
ALTERM THwAT
4W
C
AnIctures", unless dilacted o'llerwilse in ocimao documej'As' D The begirmilUig -djul tnidiilg daw of Sapplia' utligudm lo riti ffie irtswled
ts,-;Wm shuMbe detenuiiwdLy the Supplier al, llit Ulm Lhe sylltilmis acUmed. 0-0.1wis
0-u-m-U-1
LU E
GUTTER
FLOW GU CURB CUT, ORATE INUET, must Promptly liotil tho Supplier of oily (ImIlago to tho plaim), IVIU011 oomtinft(i)
OMMMON L I W I ;F*MSIZTEE I
LU
DRAINAGE WCH, OR OTHER
ko
Piftarw utlik is til. ij gnmllor Ulmilit'li 111?111 lll flow-lilic of 1.11C bylaum mly'lldum In- on iiitogrcil 1part of thc blorotantion 11coluliAcSy.
U
a x a
LA
FORM OF LOWER ELEVATIONDEPRESSEDGUTTERATfLFILTERRABYPASSRELIEF
ri
ndid'(dillp iTI101, ma b ual or;ii Flii I In 10 UOTTI10 I Y Wi ill 1.11i N gUi4 lill Ii TLI TIM ' UVAISC
z 0
T_q C
THROAT OPENING (TYP) runIIIIIINK am W FLOWNRV"W lo Lkl Vi XIVitiLYTITTIMIA1 4Lviw.
ORNWING AVAILABLE IN TIF FILE FORMAT.
1i k6
DRAWING AVAILABLE IN TIF FILE FORMAT ELEVATION VIEW 0. Loch irrigatiolito ensare stirvival ofthelivin4
jri;
10111TE __ 12-22-04 M FM17-2
0
j
mtem during paTioch, of&ier weather. Thits nmy be ac-lieved tinughgurter flow C'r
through the tree grale,
0AX 05-09-05 1 DW& FLR-2 ItPHROWVILT111111U111" UNIT. InLIERMO Tm"L
DATE
IMANDMI11111 CON 1111UPA"M
0
FL"Llfm IL- 101
12,15.05
Vill PCAM
DRAWN BY
PJUAMINSHIP POR
111111111QUIRED ErIline I IVE BYPASS AT CWX4
D. OBERSKI
DESIGNED BY
n rn r- m r- \ /r_ 1 ^ r_ k j r- k I "r m /,\ e- _r m r- \ ir- I r-, & A r -k I -i-/ I, i /-, r--, -m i I— r-%), I l k I \
PRE -DEVELOPMENT
Q2 14.19 CFS
Qio 22.33 CFS
Qloo 28.38 CFS
POST- DEVELOPMENT (BEFORE ROUTING)
Q2 28.66 CFS
Qlo 39.51 CFS
Qloo = 55.78 CFS
POST- DEVELOPM ENT AFTER ROUTING FROM BIOFILTER
Q2 9.61 CFS
Qio 18.75 CFS
Qloo 29.21 CFS
TOTAL COMBINED POST- DEVELOPMENT
Q2 10.62 CFS
Qjo 20.18 CFS
Qloo 31.27 CFS
k
41
DETENT101V AREA " f-2
NO SCALE
0 VERFL 0 W
FIRS T FL USH EL, = 5 76. 0
77)P 0Jr LWIP P JC V = q 70 n
WEIR = 4'
R10FUER = 580.50
IL T ER = 577.0
OF FlUERISTONE = 573.0'
Q2 9.61 CFS
Q10 18.75 CFS
Qloo =29.21 CFS
H'T. = 2.9 8' EL. 579.98
H'T. = 3.53' EL. 580.53'
H7. = 4.0 5' EL. 581.05
SCHEMATIC FOR
DETENTION AREAS fl &
NO SCALE
TOP OF WEIR IS A r 6. 6'
ABOVE DOWNS7REAM INVERT
J" ORIFICE 0 BOTTOM W7H
I' OF STONE COVERING 774E
ORIFACE AS AN AN77-CLOGGING
DEVICE
DETEN77ON SYS7EM-8' PIPES AREA ABOVE WEIR=5.91 SF178LINEARFEET
DETENTION AREA 41 (OUTFALLS
Q2 9.85 CFS; ELEV2 = 7.37'
Qio 12.32 CFS; ELEVio = 7.5'
Qloo 19.35 CFS; ELE'vi = 7.83'
DETENTION AREA #2 (OUTFALLS):
Q2 7.48 CFS; ELEV2 = 7.24'
Q10 8.67 CFS; ELEVio = 7.31'
Qloo 13.00 CFS; ELEVloo = 7.54'
SH
SCOTT R. COLLINS Z
No. 35791 Ilk,
I
0
0
0
C 0
0
0
0
0 0
z
x
U
C
41
0Duj
0 -C
Uj Q)
j 41
10 -4-
0
EU
Uj 0 (1)
n 0
0181
V) q
Z
0
Uj
2
V) 0
00
0
x -000
Q) -t
4S E
0
r_
j_, 41
C
E
0
0
1-0-6
0 >
0
JOB NO.
J22816
0
SHEET NO. 0-
4 OF 28
C" E
0
z
ce-1
i. -I
0 0
V)
LU LIS E
I :r-
C
U.j Im
F-
U_ III
LU
z
al Uj
Ln
0
U
LU
I- LU Z Ln V) Ln
0
pi -i
F-
Z
Uj
Z
LU
Z
LUL.
0
z
L& V) LL_
z 'r
4W
A C2 m: x 2:
Iv)
X 0 r -j
V) %0 m U
U)
000
0 U 0cy-, 1!
LLJ Ln
L.L
1*. LU
0) LL M z Z Z ZZ i
re)
0
000
D
U -j Vill U U U
C) LLJ Uj00m LU Uj Uj
C
vi
D
ce
0
4W
C
LU E
LU
Ln
000
ko ko
U 0 LA 6 ri
z 0
T_q C 0
0 r`ti 1i k6
Opp
C 0
j
Ce DATE
0
12,15.05
DRAWN BY
D. OBERSKI
DESIGNED BY
S. COLLINS
CHECKED BY
Oil
S. COLLINS
SCALE
1 ri=40'
0
0
0
C 0
0
0
0
0 0
z
x
U
C
41
0Duj
0 -C
Uj Q)
j 41
10 -4-
0
EU
Uj 0 (1)
n 0
0181
V) q
Z
0
Uj
2
V) 0
00
0
x -000
Q) -t
4S E
0
r_
j_, 41
C
E
0
0
1-0-6
0 >
0
JOB NO.
J22816
0
SHEET NO. 0-
4 OF 28
I
I II I
I
I
GRAPHIC SCALE
50 0 25 50 100 200
IN FEET )
1 inch = 50 ft.
FARMINGTON COUNTRY CLUB
UNTRY CLUB CIRCLE
TMP 60--E'-'-1z7 __ / i
N - \ - - 11 r-(-K'_, < ZONE LR\A_ RURAL AREAS
y_ . r,y_y-_, y r-y-y----l--y-
1 -- tr,-(---, , - - __'-,-, '-
1 "
I'll - ," -"' , 27Z 87 AifRE --,-Y-Y--f:Y-Y--Y-----Y---%,
il'_____141? ,, -,
I
I -- 7 _!-- , -
Y-ry _
11 - ,_ 11 \_1 --- \_ _
I '___
L_
I- , -,\( _ ,_ - __ - __ - __ - __ - __ __ ___ - __ - __ __ __ - - __ __ __ _ ___
1r_,__1__1______(_1_1y - -, , - - - - -
17- - __ .__ __ _ -
r__, ,_(_Y_,_,
C 1_ \-\, __ - - __ - - ___ ___ - - - -, - __ __
7 ::: ::_ - - --- - - __ -_ - ,_ - - --
I / -
Ir- --r-,--- \ --- - - - - - 1 __ - - __ _. ___ - __ - __ _:_:__ ___ __1 __ - - - __ - - __ - - __ __ __ __ 11 - -_ - - --- -_ -
A -,, ":7 -,--_-,A_,-L_ _Az k_X x_ - ,
I- --- _,/k k__K_" _,,_)-iD -,-,- --_--)-'-,\: - ____ -=L -:- --: -:::- _:::-,::::- - --::L -:- Z - __ __ - __ _ - - __
j Z - __",__11_1-`_
k - - - __ __ __ - - - - _
A_ - - -_ --:: _-_ - - - -- - - - -_ -,- __ -
1 -
1',_
k,-,,_-, - - - -- --- --- - --- - - - -- - - -_ ---- - -- - - _____ - .- - ---7Az-,,_ - - ----:---::- - -_ -- -- - Z: - - - __ _. __ _ , __ __ -
I-
1-1 . ___,- __ -I - I - !-:-CHE-<- - __ - __ - ____ :::_ __ -_ _ - - - _ - - __ z:-- - - -_ __ __ - - ,
Z k_ __ :L- -::- __ - - __ -
2 - -- - - - -_ "( I:: __ ,_____ __\
k,- " __ __ - -- - , -
1
1'
H -3' - r-(-' -) -)
11 - -/-) - _S",::-Z-,
X / , - I __),_)____
j -___ - --
HE-;APF "_'_SA - _ 7 " -
Z
Z "
I- _______ - ------- ____S`64 3 Vf5't -- Zf ItA , - - -
f -_y_1 I - J_)__,-` - __ - __ - AKE - Ek, R___ 1 __ -PRG!R E_ CK-RErA-ININd WAU - - - - = f-,_,At_ &-i 7 M1
K --)- lr---) __ -- - - __ __ -) - - - - - _--
I Y__,_
k-', ____ -1 ( ,-R--452Z.:6r - , 1 - _ - (: -
C _ _1 _?, n__
C' :::: C. =4 - '' . ___ _:-_ __: ___ Aa -_z - - j - -,-,, _,_y ow 5go =) ',_ , - - - ___Z i_ - --,\ , - -- _- -- __ -- - -- , __ __ D_,___, Y-,_ ( U( -j L __
A ,), ,_ , , - __ __ - - - - __ __ - _ - - 7::i- _::7 - _ - __ _Z,__ - __ __ - - -
OF __,(-r,__)(_r
i - - - - _____________ -,_ 7::' __ __ --- - - ____ - _:___Zz - ___iz_,__ '_ __ __ - __ __ - ___ ___ - __ __ 1-7,__ - 5:5,3u -( -i , ww_101 __ - __ - 4 __ - __ __ - __ ,__ __ ---
CL , - -
T, ___T________._ ,- - - - - - - ---------_- - - - - -- __ - - --_ -_ r
l / I - - __ izL_ _ 5 ___- .:) 1 ;
J 4
5D -- -_ , ,!_M_ - - - - ___ ____` - ___ __ __ - ___ __:-
r___ - - _____ -, ___ __ __ __- -_ Irr__ __ _C:ZZ---- ----- --__ - -L:7. _ --:- T.--, -__ __ Nf-%W-,tia _-
1 1 -
1 - - ) R_ __;____. ----- ___: - ___111____ - I - -- ---
I -)_, I - - - - - -_
I ______ - - -7---TT77 re, ______1_______ __ - __
1_7____ %___ __ __ - - - / - __ i-
VVIN 1
I ,.. -
7 _________ _: , '' ewq / --- - -- - - ___ -
4'_L - -
z , ,. , , ___ 7:. . :: , , /- -162__ - -_ I Y, - -_
I L, - --,--,--- I. - , . , ---,- -,---- ___ - - __ __ - - __ __ - __ - - - I II - ,- I . "l- , 7r; ------- I------------ __:_
I- - - - L___ - _ 1. - - __:_5 __ __::4 ____ __-------_Ii_',. - , - ,,
1V , - - ,-,;'..':;_ ___ -
12_
ftt)Q*,_, - - - ________*__ __ - __ - ____ -
77 ____ , - - 11 --_;, . - - --- -___ --- -
i "' __ -
1- -- -- -- --- '
T, ... _, , 7', - kA4__*b_.I I _49Q9 - - -`_ I
11
I:\ ,'-.- - ''. , . _ / - __ - - ,I -
A __ -
111:___ - __ -_ __ -
F- -- -_7-_ __ --, _Z__M-Rlft& I ____I '_)__-- - 1)0 *4-a',&#, , - __ - V \\ \ %, - ::: - : ,- ... __ 7. - - , I --e-- --_= __ ,_ _ _ - r- - 17- i __ - __ ___ -
1_ 1___:_'_-
I . __
I '
T. - 7- - _i7_
11 --_ - -
I,
Z_z_
I - , , II, - ,/K/ 777_ _7_10 , I ____ ------.-,--- I __
1 - tl; k T_1_11 _; - I - I- _= - - -, :-,., . , 7______ , -
Z .- I1
I - -/--.--; ___ \ . ._ _-
11--1 -1 -__-__ _,7 - _. , _ ', '
i,_ . - - - - __ I- II\ , N _-__-__ E,;T :,7,'_-.F ,, -- __ Cl- __,[,:,_ ___/_ _. -, _,__
Z;-f_- . _ !i : __ _ -
7 -
I lt
1 1 . I ,x Z - __ x____ .I:7 7, _ _) -
i,<__,".___ ' - , : `:::::::,'1,.: :::`:::..:.: .:..:.::,..-.,-..-.,-.---,".., - - - . , - __ - Qt7 - __ - T.t7'__-- :::... _ - -
I _,V / \, ,. '. ., - ,:,:,.
F:-:::::.::,- _ - /_ " , - ---__-,- - I
I ); _" -_ _ - - .- - .e
11_ ,
1
fees --,,' , ,/ " - - I , - - - , , -*-.'.`-."- , .. _, - -_ " . -1 0,q" - -_ ____ - - __ --- - - -ZIt, I / __ -, " I ;i, -;_. I .. _: -- '
11_____ -'---- _
1\ - - -_ _ -_ -_ ____ ---,_ - -
I , . , _- __ - -_ - - - __ ___ -_ ---__ - - - - --_:: __
C,_ - - 1 - , \ _' - ""
Ir '1y__1,_,j__ - -- 4
M . _ > -----\-------- \ , \ \\ "X."\\V I i:::i j i i!j. , , - _::-777:_-:7- b _/----
I----- ___ ____ __ I
A'/: - __ _ i - ___ - -
11 - " , __ __ _ - - - - _"_ - -
qaAI R - \\ \ __ , ': :: PRIr :_:R - ",-!,--,- --- -__-e_ _-<__ -------- ___________
Z__::!!4 , 7 , - - - - - - - - - i: / ___ ___ ___ - _--z- kg:_%__ ___ ____ - ___----_ - , __ -
1P< , --- 7::i:::J.:; ;i!i i,.5 i;!,.i; - _,__________ I <1 \ \, \ \\, ,\ : , ---,--
j ,
i. I ---, --
I
I ,,--
I / - . . . __:
eL_ I-'- , - __,e_ -
um7 __ ____ ", __ -
T -\ \' \ ',\ " - -: - :. ; - --_ _ I6 -
1 . -- I - a 11. I I . - --' , - ` ---- - ----_ Z,UXZRX,t,- _L_ Y ,r-_ 7 __ - _--___________:-__ -`-,_,
I - ,I I --- \ - :___ __ , - __ -
1 __ - . __ __ z__ __ --.I--- -, A, )- - __ , il' .-,, ,- _>-
T - ,, , \, \\ .
1 I Fi T , --- -- ! I 11I- , __ - / - , I " . " !..,;:;::;, , : - -
1%,NAlloAl -
Y )-Y,__ _ -_ __ 1-- . I \ \ \--v 11 ____ - -
Ill - -_
1--- ,--- - ,','I.". --,-,-
I , - - - __ - - -----\ - - - ______: _
2 -- - - - - -----,-, ____ ft -_ \ ,-, - - -_ -_ - - -_
1%1 :: :- :-::: ,- - ___ --, - ---,-, ;
r,_ , , __\ I 1____ - - __ - - , __ 11_11_- - . / , - - __-_:
Z__ R , \ \ \ \ , j:i: , - -,----'-
Z- , -I---
A, I
g N ',
1 X - \-- , - --,----.,,---,-,---:::::::---: , __ , -- -
Z--___, ---,,- - k --
i::;::j , - - , - , __ - _-- "'- -!--(, - --,- - - __, 1-.*-- , --O
L----__------<---- - - :; ----- -- - -,---- _- -
r -Y - I .... . , , , '-. _--5__ I - -'\ _", __ 1 ___ / \----, I __
1__---:,- _,:: - __
7 *_ -
I- --!! __t_ - - , , , ,, - , )",_ _\
V ---_ -
N , _ --- ;___ ::; -_ _ - - - - / -
I , \ - - - ____,._-- __
5:,'>- ' , " ,, _ , _ --- 7:77 _____1 < - , - - _ - - - P__' - - --- , ---' N,, _ I , "\ \\\ -
11 , _
11 -
I -<, - i I I I r - - - -:-- ,,
I " -- , __ cp, clrs , , ' , , , _, --\ \ ',, ._,.,-,_
4__ __,_____5___- __ --- I,- ,,, - , I -------, - - .- -,W , __ - -------", - __ - 01,1,
11 , ,", -- - ,-_
J -- --,--- _-__I_, -- -_ - -
I - ,_ 1__ __1 , I ,-I " 1 1 1 -,\ - , ---7,- -_ --- _- - -_ - ,- 1 . . . . . . ,, , , I - ____ D7_ -_ 1\1 kr% ! r.7 "i\ ,: t t_-_- _:_- _--- ,-:_5-- __ , __ --, I - _._______ - - - - -` - - -_
1A \ -___ ___ - __ , __ -
I I - _ __ - - I - 1 ;, ,-- >, -i "__ L 11 - _, __ - ------ _____ '_
1 , I \ :---.,_7 5- - , , ,,, _____ ---- -k -- ---- - - I __ _
7 ::____ '- _ __ _-, __.____ .- ___ .-,
1 ,_,-r.., 1' - - - -.,-I- ___ __---- - _: __
1 ,_____ , --- j - _T ---- z:- ' -_
1 1 ,_ , ---::f:----:1:,-_ -_-_ - - - _____ __ !Z _: J_ ____ -_ , I
I -_ -_ F_-_,_ -
I---- :::-_ - !!!!
t Na j,
111 _ \ , -, _
w __ - I " _1 - - -
1_ Y \ n - -- ----------7---__, - , - , " --::- \ ------ _- ;
4"%_l - ,- ,,-- , ) I , \\ , ____ ____ -------- -,
I - \ \ - ,` -, \ . - --- , - _ ,
i ,- --' -
I --- -_ 1 -_ -
I , 1\ , - -_ --.------.----- -_ -___ - __
1
00// I il!a t " 1 -- I - , ", I I __ I
1_ __"___ - _--___ - ___
I ____
9 - 1 C I - - '
11 - c- _-_::_____-:- - :" , "
ID - - -
1 1 __ I `__------D-- -.-, L _____ - / V
dCl: , __-E__ ___ - l, -
11 - - ` - -- - - --
1-1 , -- __
v __, , - _,yl: , '5 , __1 - __ I - ,[---: - - __ ', ZZ__
7___,
I \ - __ - - _,, __ 1_- , .
i 11,1111 et -
i - - ____ - ,_ 1% - --I-' ---- -
I-- - ----.-< \
I-\ - - -\ ___ - 1- -,--'--,. ! I I ---, !-, , \\ , -_ -_ - - " ) -_ -
J, , -,, \, -_ \ I - -_ , \ - - -
1 " _ " -
W1 I -----: -t7: --- - - , e---- . ".\,-- -_ - I I
i --, - _r , - I- - __ - I I I --- ___:_1 \,
A, mg ___ __ ___, __1 ---
c(-- -- - , , -_ ;____ - - "
I is \,
I \ __
1' -Y _i- I - - '!, -
13 ---- I -, I ___`_ _,, /
1 I --- ,- _', i I ----,' --4-l."\ _N - I
L-2 _:/ ----:::
I , - \ /
11 ,---, :_\
I I , ,__,, , ) ,,, _ __ - - _ _-1-- - -! - ,
I
I - - - - --_--
i-____ - __ __ 1 - - i n e f-)j) I 1, 11
I \ - I / /'",'-- ____-- \ __- '-\ ,- \ ,
1 - -- - _ Urn (lpv:ic
I, _ -_ -
7!! I F 1! __1
I j - _____-__ ______ - __ __
7i " ,,__- - _\ `1\1 - \ P.-,--- - __ - 1____r _l, , --
I,-,
I _1 I le,, specIrn- \ 1 "') -'- - 1 - ___:::______ ____ - -
11 "I . I -- ' _____\ / --,- ; __________ -
I , -
1 - ;_____II , , ____ i. \\ \ \ - \ - \1'11,____- \ , ,_
I , ecr
I \ \ -
1___
1' ,
Z -- ,-, A- -'\ 1'
I -I '
1 - :Z
11\ lriil(s - ,_ \\,i X
11 - -
I " I, __ - __ ___ -_-___ I- \
I '. J,, _- __ \ __ ",
41- _
77 7- __ -, -k-----i\ , - -4 -I- -_ -_ ,. 'd __I'o `,, L, ,(` ,, / - , - -
1, 11 . --,-,-, -, , 1 - I . 7 1 - A,,\ I ,,,
1' I--," _.
I , - -
1_
1 - , \ 'll , ,_ \
I
I NIL . " .I
i 2- ji- --- " - 1 - _ _1
1 , - . -- I-
li - - , j I
1
I ____ - I I
I* -1 - ___1 __-,- ,_,-- A
11 ,- "
I __ "' ,11 -I
j I 1."_ I --- -
1 _____ -- N 11 I ,. I -- I ___ ____ - -
I \,,\ _,--- \\ , \ _,", 1 __ __ \ , __ A \ - - ,.---,- / _ , ,, " " - -1 il 01 Ill; ) I . __ - -
Z \ - \ -, , -, _1 ,,,--,, - I I, `- , -1 - all N I '
I ,
V -f -
ir;,-, - -- __/--.)
t,\ I - , - A,W __.-
9 , 1, Z - - .-, - __ --:
111L1 -
Z - -, .-,,,,\ - _-, , .1 - . - _
V- ,
I". -_ - -
J ,, -"\ \ - ( \ \ \
11, , \ __-
4,A __ ___ I I
1< - - ______ -
X- '\,\ , _, Z - I
I
I
I - _
1--___ - -
v i , _, _ ___"--- / - :% C1, /.. - __ -_ ,:,, I __ __ , ___ 1 , - ",_ - 1-1'1 , - .1 -
I . . , ,N'L .1 I
I -_ - .-.---
7--- ______ - I ,/
I'-
I ---I \ -' " ''
I I -- \
I\ - \ I , . . / >
115 \ \, /,, \ I , .
Z , i \_ . ",____,,__ , ' ,,.I- - I
1
d, .
11 _1 \" . .. ''..
I _ \
1\
I
P,-, _, - , . I1\ , _ 'I\- "\\. , -
1_-__-___._ __ _ . ,r* "I 'I \ \1
I __ 26 1 . .,.-I \ \
I ' ' ,,,
I ,, ,
1 1 '_ '
11, .
11
r , , I \ -.-- - -,-.,- - -,----.,-
11 3 -- (_ )- T,- \ , ,*(,-- \ \ \ I hur?i,, I/ \, \ \ \ \ , , " \ /_ \ - - - ____ "
5A __- I l - 7,BLES
11 \ \ " _\
i . I \ -,-,- `- LIU I ILSOLLE LC \ -"- - 0' ,
V, , gI _-, _,;\ - "A ' - 0 , " j
I - - ,ffi g 1klx\ \ A \ _,_ %01,
1 ,
i, I
I
1\ , \ \ \
1 \ \ __ -
A -L"__---, /_-_ / 'I), I-
1 , I - - - 1 1\-i,- ,--) 13 26 >/Z- - -
1
f-, _' 1A - - -- -i -1 \ -(- I 11
1\ 'r -_ ),\\\\\ \ _ _1 I __ ____ V.:, . 1. ,
I --"../,
I - / \ /
I )N r , . I ---T----- - I _ ,/// ___ Y , _ , I - le. -R . _ I 1 - - I
1 \ 1 96 D 237(pl()t) I , .V I ,__ / , I - -1 -
L ,
I _____,, I
I 11 ,e , - I, , 11 I
I - - - , ,
1 \1 \ \ , ,
I - . 4- - --4 -
C1\, ,- -,----- \ \ ,- __ , J, 41_% _7 T 'T I , -- <L , _ 41- 1 ______wffh -
1, X, , _- - - - \ - I X " " - -
A, -
I I -,__- - ------ 1 7§ P 343(plat) I - -
I I -_ _:::i -_ - - - ,- __ __-------- -,, P1 I ", _\
I IA \'/ '11, - -) I "
I _-_i I __ -
I -
I .
i- , - ,, __ - i * li ,iF-= / j -
T_ T. , __ __1 - 1 '- - I -_ ___ - \__ -
I - _
L I __! _ - ___________
1,
I - ,
1 -, 9
I-
I
1 \
I __ ...... -
I I / -;_ \ I ! _ -1
L __ "I _1,4 T
11 __ -)hont",_ _ --' ______ _
I(I
1 111-," \
1 _ -- \ -_ , - -: - --- - I -
11
i Ill
I , - \ _T__Sliaft _ I I I
F 1 1A. 1 \
U "I ,, 1_\ , -l t -- -- I 1 \" ,\\ _1 - " L_ '111 -
V, / -\ _ - - ;
i - -1X \ _a.,;A. __ - \_ 11 "--\ - _
4
I ,,, __
1 -_ - - , -,,,
i 'T_
r7:
i I - _ I t c- I
1\' ____________
I - - F
I-------_I__.___,_- - - , . . 11 I . __\ L
I -l - ", 1', _ -_ ,
I ,/,, __T. -1-1 -_ -_ 1-1 -_ - - _]__ - ----f __ -i -A, -1,11U - , - --
I \ -::- , - - -) ,--- 11 - - - E__ -d _ I !
1______.___1 I , / _l IIIIi 1 1, \ \ \
11 \ - ____,- __ __ --__'__- - -.- .- ,; - - . -
1 ____ - /
I__-- \1 "I . -
7 ,,
I __ I 1 - ,
1___r.,,,
1\
I I-, / \ \,r-
I\
r(_ - - - - ,
7
1 -,___-i ,
1 --, - ______ _
r- , ] , / ly / / / \ \ \ _ I I L , "
I" - I\ , ,--- _-1_____,1__ I __ _______ - -,-- -
I 11 - - ,_ ,
I , , , \ \
11 ,,, "
I , , ,_ ,
I -'11 ____._ __ - N , 1, \ \ ,,-- - N - _\ _k\ - , -_ / ,
I I I - 11 I I i - , " " 1, "I ____/ 7\A ", x , / \
I- - , '
I",'- ,/ ,
I/ ,
I I
i I - __ _
2 , ,
I - - L / / / / , ___ I I1:
I 1, /
Z I. --:
7- /
I I - --- -- _ , \ __\
I __ - - _- __ _
1 ,, - 1',",
i
I" 11 _ , - i ig" " il -i - i 11 1 \
11
F, - _-,_`_ ____ __/_ _,<i ,, \\ , , - - /-- / \// '/ / \ / "I / \ \,.I- I I , I- ---, ,, P ,, 1', _ _ ----------- , .
I ,\ ,
I - \ , - _ \ I . I 1_-;, /\ / __,- \/ \" / ",
i I, -- - "
I 1 11 "I'll ____
T_,_________
I
Z-
7---
a-, --- ---- ------- ------- I i - - - INNz eM I -- , --- ____ 7 - < , -_ , \ __-', / 1 \ / - P,:t, __- - _; ::,__ \ I
1\ - - - _
A \ _ -_ ___ - ---,-- _______L________ / I I , " - \ '
i \ \
1 'I, ", __ X_ __ -, '-, - I -- , / / \ ,.Br __ -- , L, T __
I , --, /) , I., / I'
V/ : ------------- Ii_ \ ,_ 11g\; / . I_,__ '\11 . ... ...
I ....
Z - L_ :,, ---------- -T
1. I / - _______ _ i_--l- - ._- I- \ I ii llw -
I -
v - ,,,-,, / \ 117 __-_: - I
I - I— I I g , '' -- , "-,. I - ___ ---
i I . _ -=-,_-_- - . I I", 11 S - _ .__ - --- " "I 5'1 qj _._____.__________
11_
A V,V V'i _________.__.______,___.__ -- - ",.
I',` ,
11, - ,/ / , _--,) ", / ,
l I- - - , _
6 ------- ,----- - I - -
1 \
I ___\, \ \,I
ll_v l - Ir " - \ \ I I
U , __= - - _ir", I \\ , -, - -_\_1 07
X,
v / " // _
D,--_-_-_'-.-__ -_, -- __::=___ - ,_, ____ I
I , _ ,,--- :i t; jI
i I -, 11 - - ,_, . , :,___: I \ " ___ , ", 101 \ . " - _______ - -- --.----,- 4 \
1_1 - \ ,I mm , I "
I -
I , - -------------- ---, ( ( "I --------
1\ ,,, ll I i \ """! - lj!,te(I\ I
I=*
1
1-1 , , - ?c,, 11 - - / / ,___ _,::_ --,,-i l--),-7"!---:,---:-,- _____.___-
1_________. 1-1 ,
I \1 _ --- ` .
2-111 1 1 _ \ \
I - - I __ _
jI- - - , , - ---/, _-),,, \ ) ,*, , _- _
4 \_____L\_,,,, ,I __
l
V L - 1
1, I . \ 'I" I -
I - - / ,," \
I4&6 -0, --v-, \
1
1 -/\, / / -, / \ _ , y I- --- \ ___1
I
Ill I I
I I - '. , "
I \
I 11, , ) ,-,, 1 \ - 1- , i
I ,'\' -_
I
N, '11 1- In 1 'I! / , " - '--J- I, \ ", `
i i / , \ I
I - ,\,-_ ,- , , \ - _i___ - < I, '
jN,ig%,,04 -\\\, 111- ,
RlINIivl - A \\1 L%C:61_ IN
I II - - .. - - % / ,, _
1 / - , , ,,,",V:eg " ,,,,_ 1?_1 L__
I_*
1 \ V_ -\ -\ - \ '
N "- , 5',"- -i 1 -
A- I " " ,,,
I "", ."
I", , , `
I, r---- ___ \ '_ ----_
I I I , /____:
1___ I— 1_; '-- -------- I ---- _,-;',
l,e _ I < , -, , -, -, - , I )-/-,-- \:__ , , - , - , ,
r ', \ - _f -- -- - -,_--
Z
11 - , _ _r1_ _-_ , I 1, , - -,-----.--"- \ \ L_ \\, ,- 0 , _, W -1
i,,,'\,. ',___ _,_ .;A ,
Z' - - m, A \ _ - --,----------,-,----
j \ \ \ \,--'
I _,, / .Z ',' I
ji \ I , 11 - -,-- \ __ i
FA4P 60-26
11 /' -- -g -'-`,',., " . 7_11 1 1 - R117N i i _, - __J____________ V " r"f ,. ,,-, . - \: ,
IV .."o, , N\\j I " 'M -*--- _, , R """ , - , 1 , I , __
jI,- I - 19, I I , ' M 11 - ,_, 11
I -
1! _-, ,
11 - I -_ , , , \". , \ . i WHI TE GA 3LES
I - ,/
r - , , _ - ,,--\---- -
1 ,-
ir I I 1,10 v \, , " , , i . , . - 1:0 1_ ,,, 1 , ( , , , ,_ - - W - \ (" ,
I- \ \ \ , , ,e - "x, \ ,,,,,
I -
M -
yl` -, , " , `
IWINE S \ \\\ , 11, ii _, . -
i - .
11 1 M - Z, - /
11
v . , . .. - EES --,/ __1 \ ____
I I
r , _,
a " P4 4,ffig , \ \ " / Uf7,IANLOTTESVILLE L
ii /A I /z--_-/,_,-- I 11 k ,
1
1_ri ___\ Jiiiii ....
1 IR, I I_,, , "
Q, / / / I 11 " _ \ _ C 11 IIRVIg:,., _--_____ 11 1, _ I "I"... 1\
Ll, - , V,V g7 -_31
H \ I Y / , - __ 11 ',§` ! i 1_\1__,__l___
I- ___
1 T- -
Z_1: , I I . . I- - / " ""_,,,1-111.111 -i -
W--," " , I -\ \ " _-A
I \ ,,-, - " , , _
D I J - I , ll- 1896 P.2,37(plat)
I \ \ __- " ,'/;_ , // / /_1 C
I- / /
o 'P 0 , L / -
I 1 \ , , , , ., , '
e, - / ,, -))/ ', \ , 1 ,
il, - - 'I ` --- \_ _\, ','- 1, ,2660 P. 218 1 I
1
1
11 , (, WA , .\ ii
i \"
11,
4 70v - I
1\ - - \ I r,, j ,f,, ', ,/ - , , \0C , , Vi ) I, ii\,I ii 11 1 --- k 'I --- \1 _4 1 I - - I I Dl1,-!,-\',-a-\ ,-/-,- __ \ I , .1 _ I \ I I - 11*1 0 __ 1 , 1_ I ,\ __, - I \ r( M.,, ,-- ,:_ , - -.'
1 11 i 11 I -
1
IiJ [ W V 0 \It , I \ I i -1I ! (_ -_
I - _-v / / \ ---- , ,., , '), A I t 7,38 P. 34,3(p1ct)'--:::'-
X, Z' - / ,/ . /I
11 - ,
j) I \ \ , - % ;
V
I - , 1.--,,_,, I - - .
I / , ),U ? ,/ / ;/ - . . . -- - `,, -, "_ _ _, -6 V ,,t )\ , ! N "
L \ ____
I
90 I IAl , %,l, Z
I - _/_ - A -) - \ ,_ ,,,O"',", , \ ), . 1 -,
1 / , / , ,,, -__ .... ,.,. - - \ J \ 1 \ I A , N
I
1, IIt%Vv , ---' - 5 X \"A jll / ,_
l 1-Z 0 %:,,_'.,, \ . ,-, ", : i _C'- -
I' ,- / / I _____._
1_/1/1 . X ,, , 0 '11'\ , ' , , " 1___L_ , -
1 \
I
I I
I
W - , \,,, \A \ " , \ - / / , Z / (_ , _ , , ,- "'. " - \ r - P) I - /\ 'k : ,"ii,- i I, \ i; F
I1, / / __;- %,, - - _.,' , _(
I"..--- \ ,
I - -N , '11' -,`-` -- -0
1 _
7 -- - (- - -, . I I ; ,\., ,
I 1I - -, , ,,_ A - - / Z, _ _- " _ , f \ 1 214-
11," \
1 W 11
1-i- - -_ _ IA, W A!, 4:0 11 I
I i iI -
I
i - 1 1 1 'I \
I II \\ _, , __ ,,, , I ,
I __ - U , ,_ t_A.,, 1-,Mliplu , 17 - ------- \1 ----- --- \ - -- .I I- ,
I
I \ , '_ _, IL, NT \ -, 1 i,\ \ \ -4 , - - ,
I -/\ I , ) "
I'W-\
1 'l, ' I\ 1
11 - I - , .",
I2',`,_'
11,,_1,1.
I / ,,,,' _,- X',,,w, I -Z I ", I, % i-,==_-_-), 11
I I , -1 ; /
I ___ ___ -
X v, , I N i
J., . - I __
111 i
VC! ') ,
I \ 1
I\ _,:,___ 1 I " /
I " '6'0), 27 7 ',,,,
I,',-, ,
N N_ _'
111§101§ ,
WN -
I,
4 'I,
1\1 \ ,.\__",\ -, I ,
1 *
Z / _ ,,,,,,M\ -0 , ,
i'
I -
k \,< I" W \ \ \ ______ / ,_
l
le -;14
D-N - --:)? / \/ /
I 1, / - -, )
A -,
n -
111 _
1
1 ,, I I
I
41' ,7
I , / (, Z - --A _-Z", , i _= _
I .11, 'Ii. I " I \ L____ \,,:- IIVHII IGABLESio%lq I I
1
1 - ' , ".
r , '-1 ,,,,,, , , "
L-- \
F I
Z / y(P , ,, TMP 60-28 -, -- -__ -__ \ -, - _ I i N , - I -_ ,,, I ,, \ , , -)
11, , , 41 "
Z\ , / - , /
I _,A(C. -- __ - '._. 'I , ,,,
J \ I I ) EXiSTjN(,
i?_ IVY ROAD PP_OPE)I TIES LLC. - -_ \, - "\- -"I% IN NI'll __ / i/ /_ - / " . , _)_
1\ . 11&,,',_',,', "
i : I
II
1 - - , , " a " : -. \ I- - .
1 VA
j . 1 \ '\\ , """',
t A,,,-,_7,.,,_ - ,,
i', ,' \ ill, - I x,
I , _* i
I
I --,: -0 0`,` V \/ I ,q,'.,`,,'.'.' \
1, NII ","L, P_4D 9 - \ , i 1.
I /-, , "
I 9p J, 7 I / i
i - /
08 2554 ,\ , 1, \ "I.- I ,_ ,1_ W, - -, //' \, ". ,- __ 11 - '-" \
1L ------- \
L
LP, -% _::Z IK '1 - -,-!_--- - \
DB 262 P. 0229(plat) s I [ , , i . , - , _
1111 'I g, , I
777 i , " , I - -
A
I - - , , - . _- -
1 _
11", - - __
TL ... I == -,4
I in, _ I- klli_ / /I
I -
11`e_`1 __"R., t, " I , F, I j I ,I ,, " ) I,
I , \ -"-- , iII11 -1\ , , , \ ->
A\, /, ("') -I, - -- `\, ,,,,'.'% 'ii t 9
I "\ 1 - _
I
1 --- \,-,< ,;I , I_ I
111 - - '
I,
I - - -_ '
j') '" I
I , P \" \jJj / _ I , , , -' ,,_
i,!___\L__ \ , - 1\
I I - \ ,
I -'!-'.-'- _____!:i ,
I _1/ -1 , - )I- ,'I
1,11,10 V_ 0 IIQ9' 1\1 , - %
x _WI,\ \\ _--_
1 - - -_ _ , ,, , - /
Z ) / __, , i , - \,,.,',,,:.,,..,,,,,.,,,,.,' ,,< , /' I \__-,-,/-;_, / ,/ Y, 1W -
1 M_,,_ - - I , - --, ,
V - - - \ VT - ,
1_
I ,
I9, , , -- _,,;_,-,' __, , I
L I
11 \"
I A , , 1 1 , I \ N,
Ill I-11-1 -
A ,
1111,- '';
I 11 ! \
Z-- \ , _, , /
1_ __ 103_1 M__'-_ '1 11 ___
I ,
1 1 ,I I I I , , '
j I ----,I,--- i \ i:1 I \ I11 1 NIN _\_T_ -)
I
I -
1 __ I , / 1, -'I'A A, __ 1, , . , "I , ill p ... I " ; I / ! - g--" ________-_ _-, 11
I _,_ ,,,,,
Ill \ I \ 1 \ , I 114S
I" _,_ - , - //. -11 ,, -1 " Y '01 1 \ \ \ , I -
Rl ,,,\ /--/ - ;
MY I ", < , , \
I , 11I -.
7 - . /, ,,,_
V__ _,_,,, \ , : -.
q,d _ - / 4- I - \
1 Y 11 , X ,, _-'W - _7--, , eg% 1 i 11 1 qI i\ I !I - 1",
1)
I ., .
I __ I 0 0 14i . , """ ,,Mk _,_ I 1 \ , ; - --- I
V, I 1 - '( 1111111 / ,,v- __ , 0, " ( I
i Ap, i \ \ \ 1 l_- i < 11 - M1 .- ",
g 1 i T I \ I - 11-11a, ____-1 I - , , " ---
I 1 1
j;am I, " L , \ --- \ I , A , \ ,
I
I - " . b 1- - S M_ I 11 ,
i, ,-
e 1
I , ,
11 VaS 1,1`i'A'
101% "
Flo, I I-mlo- -- i - - , I W ,
I , , ; , ,
Ii , - ,
JU
11 \ -
11__ __ , , I - , "' "" N ( ,_
1 R 7, - \ i 1 1 , _ I I 11 - ', , -- \r- \
D/ ,
Ay Ay - -_/- - // _/ - -` I /I 1-1 __ _
11, , ,
I - ;
1\ _ _,_, dF
0 ,,,
011 ,/ ,
I - \ - 4II _\< - - " X , I . Mv" ( _J
1_ ", - -
1.1 :_ I __- / )-- ,, , ;\ - , ,_ AdNurvl,JID I8 , - 0) g11P, \G I "-1 ;" I \i i \
1_____- , . , , \ /_/,--T' ( '// -70" - \ , , 116 11 ,,-,, \
o7-, " , ,"I . _
I
1_ - , - \ ,'; , /,
I/
0 \ -, -_ / NWi 1 ', \
Lind, , )---- - " '
t ___.__________ I --1--
I 'N',', I ,
l i , 1v -1. _
iwl,ID`_ "") , - e, I i '111111 \ I T qI \ I , _1i'-'- il , 1-1 " " ___-_._- _: ---' \1 I , ' / - V , "' " ," __ -
I ,-j- -- - _,-A-, ,- \
xI
C
111 -VT . i '1
I
I ,,----
r-, i
0 \ ,______ ------ I
I ,- -
1
I(- ,
4 ____,_ , ,,w / / /
ci,,,,,, " , - \ \ ,(,,` -
1 . l'i I 1_1 I I I 'MIqTMP60--28 \ - - _,___,* V1171-1, , I /_ '1 _ \ ,3,
4 I ,
jr, ,
I I \ ____ -1 I P,__
I- -. 1, ) " , ;
I - , - _ / /, -C
1'-
t"- I I 1V I I 1 , , W/ ) ,r! .
I,: :': i I L ---,N,I iIESLLC -, , 'I-- - " - -
I I / I \ , , ,
q
I 15J.
I I I o ,',V-F`,,,,,,,* / `\-, Tl_ ,_ ,,/,: I '. .11,11 1 ) I
IVY ROAD PROPERI __ ,/
I,- / / /I ,
1 \ ,!\ l , I
I ,- /
C11
I
I\-
I I _ \
X _)\ "',,
illl " \ )__
1_, L't", \ I - / l , ") I II - , "\ -qr i , , I ,pplc I I 11 " I - . I I I7 - "
1 4_ ___1 -
I,,--, )
k , N, \
I /,',",
N / ) /7_- j i-4 i - L__
il \
Ij . 'k iR, X !I I -
q Z
1. I -,,J,', " 1A - I , j _1 i L
I -11;
2 , ,-, , T , I
j
R / 1( , N, 0"
I 11 ,%""y /
I
I , q,2e ,n, __( I _,
1, ___- -
1 1, , ,/ - - 0 Y 1. ( I _ - ,',, jp e i- \\ I! ) !
11 T ( Z U -"A I I) I; V; " cl . _ - " 2
el, 11 1 , V, / :--. /', _ - - dD,r )11 i .
j -
I
I '
I , 1_A I I ( _ , I, , I 1_) ------- C -k '-- - W f\, U -II , k
y, I 1, _____ I , wgg _-
11 - -
ILL _________1 t 4 I ,0' / -
i (_ - I "'I 1 /-------)J-,/ "' i 'RE - , 1 "- 1 ' I - " . IV , - ) , DB 262 p 0229 b T \ - __', I
I /. 1_ ,lr-1,_'-.,,-
I -,- , , ) ') )'
j, I _ / __
I , II, , . _/ - , , ,j , __- _\ - e ,,, - _
S,f ) ---- (
Z) " #
v, / /\ - -: ,/ I , - I ,l IV -
1 __ - _ \ \ \-, - ___, 7, _,-(-) - -- / , _ ,;` ) ,)" , , I W --,' --/,:--) - Z _/ , . . ! I i
I
I .
I IJ) ,- - K -Il- I CIDkI __ - \-\ , , - - , / i A ,;Asp?Ro 4,,,W I - / , ', ' / 1 - \ -4WO, / S l I _= , ; I ill 1i 0 A7, - --- 1>-_ , \/
V ,
1, -
1),
11 IAWF",M'vtl I ,-v , , _ I " - , /,M , . i!e1'1 11 : I/ "
I I I
I ______ __ - X
I,- )__) ,, I
1 11
11 -1,, - j // --- I ), --\-
1 \%-, - \_ - .
d _r .
I , I
i, , I , al, ,-g' , , / II 'tiq q, ,,, ,4', '.',,, 'iS -
q , g. A. !
I '' 1, 1, I
PU I / / I .1
11 I , V, C" ,)" - i , I.-,
fl . ; -
Tl\ Z-,_, - " P, ", _.(,_, - " ''' , , ; ,
I 1 e -- /-- - I
F, , I1
X , `2- , ?, "
1-cl, , "'
11 - / [ , 3 11 _\ /
i
V, -
p,,.,, \! I - __, , , M- " `-\ , i , , -_Z Z , I
ti_'
iv AF / i,, 71 /
11
I
11 \ - -
II t \__,
Ir__
11 / 1-2;
I
1 - " `
11 / / / /
y,, -Irl- 'i - I I \g- _1 1l- ,- I.) I " I \,--\ ___ '
Ir
I I / 11 V - - _ 5 0 - - "
I ,- WIN _, 4_, \ ,, , - I
01, "' , /
ill I ,ll:/,
k 1 '
I
I'll ,
I, - // , * , _,,,
V_
I / /' . __
A- , - ___,
L_ I I ,g , , ,1 ,, M I / - " Kl, I 1 11<` -9 , / , al, / " - _ iii H I /
i -r I
Z _(-,- -
Z, - , , /
W; ki --/ f - ili , 1
I \ - - - - _-__ - , ,,
I I )j , , 11-1- -I--,' A fgnoNa . 2, "I ` /
1, _
I I -_ _ \_ ?"". 1, I _nll / ---
e - - ,;) I" -
I , _( -,!
p F, F _
1-1
Jnperl, 'I, ,, _
11 lrl / Herti ck,' ) I/ i
I / 0 R_ P/ I , - #1 f) ! / / I I 1_,Illl
t ,'_
L - _- -
V117 !-----____)__ I` fG q.P / Z
11 _-
Y',I i / /
k \
OV, \ . _ ,
O.", f
I
Ad? -) , , '1,---_,,1 ,,,,,, , / \ / ir' " I -
I F I I ,- -,,, ,
I- - - __ "" , -
V Y, v .\ , / " ,,, - - ; rv,- - . ; il, / -," -'," _
q /,. i -l - , , I
I- , M !'- /; ) - - - ,,,'&-,? / 4 - I -
1 ( &
1Z I P -_ - >
r,,
I , , / ,
I
Z , - '_ , i i iC 1 I 11 A / A, (SID _ - `,, m /2' 1 , -
1, el Z_ %-, I ) -- l 'C, - , -,-",, --- , I, I , , ,- ,-- -,
11 - _),
r,
I ,v 1 -("'Il
1, .?, - -
7", , - I I - / -2 // f/
2, 1 ,_
1\-l / . I
C ,:A 0, ", , .
Zl -, `
I I , -
I -" 4 - - . - I I/ I /
J, / .
I -_ ,-, - p , 7 I7_ --- , /' M /
1 " /", - " : -, , " ---Ox , , ,7,' -
1 I "! - -, __ _ ---: 11' , \ I- /--( /, yt (I', 0 I * , , 'e" __ I
1, " "', " -, - __ %,
I- ,
X,_ , , _
I-- (' i, " - I/ -,,y 1, '/ 1 T , - -1 , - -
i, , -10 _ -
I
0 1- - , t','-, IF' - , \ -) __1' , ia,f-'r f,q I, <6"- " r () , ", - , - "
W
Ir ,=___ /
I i
I Q, I . " /
I' Iggii,
D ,,ffi e r
r'V N - / Dn", _
I
I R,6,41L - / I -)--)
7M/ __4
I I __,_ ,, -0 ji v,/,- "7;', / 11,_J , l,lt ___-__ - --___1 - -,I /itd _1 ,
I /- " I--- - _ _ _, __\ .---
I
9k6,-- , , ), y , \ ", - ,), y ,, _ _ _A`_/_ ,/ /,_,x',,,, , / , ,
11
I XF/li / /. / _ - - ? "*,f - "'- - - \ "I . -_ _ I A -.----.-- _,_______/ _Z f!" 1I ____ y--y- ) Y' %, \ , 71 - \ __ -,(` ,1 ,-,; --- -/- , / / ,,, , ) _- - I \ __
11_ \ , -
I" /C __ Z. - --" 71 /'/ / ' __ Z ) - 0) / ('Ati',in '
l " \ >\,
I ru ? , )_ . ; I 11 I I
N ,\ - r< "'I., - -1 1-1 -1 1_/ , ('
I . - 1, _)_ n -, ,
f i// __j / / _q_,_Ii:_- - 01
Di - _, / ,
I - - --- - - , - Z ) , , \ I.", _ ." __?11121 ,, ', )__, , TREE,PROTECTION F , / / " Z 1-1 ___ - \_ - "
I I " Ip, __ , VIV 111
11 -,-,
1. -,--- ,,--,
x /
D (), ,41 LES I , . I 1 - "I'l ,AN11,1,/ ,: I
I ,,, _, ,
I
I
I ", - ,,,
tg,,_ > - `_ / C _A , i I1 - ',_, ) " __ _ .. __ -
6
11
0 wj) ,, , , ,, / - I rf-I
I 0 1 -,!I ` 1
e- - _: AIN 1-1 Z i ,
I
C I "
I __ __: '__, , , , ,
Z
P , l(,,P __ i r -It __ 4 1 ", ' 1 ___
1 L -
MI*M"y 711-1 -i-l-re, , , --& lv",N' _ 4'1. )
I i
I 11 ,,7 -,)
I // __ X* _ 5, _:), .-
ItIMNI
5r"i I
Q ,,_,"Zf:-r ,,I--,- N'D-,C- (05 - 'rMicl ,
I -, ( - __ _"? - -
I
111% '
i" - 120 - 16 14")" __ __ /, " -,/ ,
I-- _--_-) I \k,I _,
11 , \ __ I "
Ill" ,,',,-",,
l i Eirr I . , ___ , , " i - f, 111k
Ir`_
1'1 \
I
in 'r, . v -'V fsi,36n-'g , " , __ - _1 L qtiale, - , , '. -'I. '- ) I -1. . ,', /1, , __1 /, 0 -_ - /"-\, ":,Les', _- --' , "_ - II __ , 1, , 1_ ---
I,-
IJ4 '.,I.' 1\' 1 I'
V - __ , / ,, -
7 / "-.1 REE,`70 Rf ", , , I ,-- -) --
11
1
I I
I i -------- )
Ml"-, w, ,,, " \ - - I 'I',
IS
1, , , -_ a,' ,-_,
I "- 0 I , , , \ \
ijU/ "e-, )
Z -, , C -
I I - '. --
I
S T REMAI
I IM, I) - , '' - _ , -- -, ,
P , ) - - -
1-1 /( 'ill` - __
1
K
I
Z-, i , '' - I- "ed
7 _,-,,,_' -/ i /\ _ - -
I
11) 1_ ,)- ,- --- , '
I \
11 Ill \ ,,,, " / \ 40 , ( " 'y / /I
1-1 I 1 -_ , -_ -_ - _
I
I , -, '
1 .- _ -_ __,/ , __
1 _, I,O_ ,., , /
X ,
3 \
i,l (- ...... - - ,
I
i -_
I / // /-* , " -_ - ' .11 _-
I , ,
1 ,
2 - /I _, 1,,, , Z
1 _
1 1"__ .,
1 ( -\-- - - - -_ (\ ------"- -
I - _ ,'
e IT 1 ,, 1, ..----
I.. - , - _,
y / / ,-,, ----- - M, - i,,_ - if _ _ " , -) WHI T '
Ul,_M%l )" - ", , 0 V )/ - , Iwo 6p--2 '71` __ , - ,
I- , , "" ' 1V F, I -I i '!
6L -Al
11 - , __ /
I,W3i I---- I _ (
I ' j .1
a_ \
e , ,
t 0"I'-1w. )
I _ )\ \\--, - (_
I -, / - - _ -_ HA LL r_ 1. ,, >___
o" _ -) 90___ -" - , , -,
I - 010 , 1Z
11, --- - \ , 11; ' .
a
I , 11 - __ , N, i - IU7 , ____ - , V Om .
Ilp , , '
KI , ", 1 1 i , , -
11 -1 _/ _-/--- _7- - ,I - ---.--
I , -- N ) I kj_
I \ , '2IJ __ __ ,,, Z , , ,2_ , ,_, - - , - ) . 1 --,I,' RL,0 TES V1
11% iliOuli- - - -, i z . - I -
r -"(- X ; . gg-% -,,I - - I ql_____ , Z " ' - - , -. - ,g%,46', 1 -- \ I1% ,,rf'", , "k,pi-, ; 1_ - 7--; - ----- . 11 - 4 -
li
4
Z-1 -, , z , ,, --- 1-1 -,,-, ---- _, - - __ ,
3,
i__ __ , ,
I li ll,M. I I \ \\A ac ,Z
I ."11 - - _' - - 11 _Xci I. ,_, I __0K__;- I- _--- ,- I - __
1 ' - - - ,.,
il , _ -
V B 2 60 P. 14 A --- 9 , - - " - - _::::; - -_ . - 'I
II,__ /,2 'l- y I )I', 'A " _-
Z Inl- - , , , - / _))
1 /(/P/ \\ - , , _ r- -,N --, \ \ ,
1'! --.-- _
1. _ _ 7- ) . ', ___ I—" 916 P. 2
1.
11
I - Map _, - -_-_-6.D--:;- -,- , ,_, 'Il
M ,
I'' ))-,hI - _L-_ __ _,_ I \ \ ,h0)I,;4 od "I, 11 1,1 > /-, -f- 0 5--- " ' / \, 7___\,.-,,
e 1'
1) --- - , -_
I." *
10'
IT
t \__ I orlw>Id ! 0,
108'y ) --,--/ / / \ \ I J_ (- ,Y- \
V, 1 1 - _ -
j - __,I _w .... :_,. )d I b I . .\ _ _; "-' <
4 \ *_1 115 --,w Z - - S,g "' z,:", ''O"', ___ ____ __ /
I -
I— ,- ;? __
Alr__,F r rlll____Inl -- _
TL '. , - / .., -_ q gg \ I . _-.- , -- --- , , -11. r , ,t ; -,,; . _:____* -, -e,j I I I / ` .
I
I I - _11WJ " , '' _., __ _! --
A. , ) ,,o -\ \ \
ii l - -
111 ",>
I .'n 1.11 I , IN' ,) vt ' J,,.X'IOiIA'-,' %, I -, ''. I \ /\
r, z: ... , Z-1-717 --- / 18"
I N, 1_\
IJ- __ W_ - $ , __ - __2 -,
AM ,";,,,'
N , " - __ ,, -
ll, , __ :
3
11 \1 I , ,, _ \ 5,2,,iF a ,y,v __ - - ,-- 'i1- 11_11kaN , ,,\``,,, _,_ _- 3 , / -) _, U \ -,
X- ,1,_, \ t \ , , \ \ - \ - ______ ---I--
I ,_t I, \ 7"9 , / - 1, ) \ ,k\,\ \-
11 '
1_17 -
4__
r --Ir-
12e_
00 -
1 -1 /` I ___: _ __ /
I---- - '
4
t-%*
NA4, 74 - - . X -,X-,--\-'
1\ I \
Pv, , I
I9 , - - 1 _
116
I Li r, (- " I - -,, ' I- ), I -
Vtl ll'ulip \ \ \
C \ \
I N, U I "i
1
S , , , 1-11-1-111
I / --,- , :11
I ,__
7-1" 1 -
I __________ \
II ,7,/ ,"'g , /
I
M-o ,,3 , I-
I _' , _ I ',
I I .
I
r', -
TO
11 , I1-
11-
1--i-l- \ 11) / , ,
W, t-',`_ " AI 1' ;S kINII 'EMR',
r . ,
I I I / ,
f 7 _?, ,,, _
I , / "
I
1 I ' '
I
I- \ \ - -
1 I ,,,, , t - , , - / I __, Z - I - , - -1 - - I C( -
h 4,1 F - -
11
AM , ', \ UX, \ I- - , ) __ - /--
MQ`)O I"e-7 , ---- - - /
I * I / . ,/,\
in-a F)" ,_--- '-,\,' - " / , -1 - \1I . /
A / - _ 9k _ - - -
I
ZX1 \
I ,W) - - , It \ '1 / / 4 -a,- ,-,, ,- " .., -----,--"`, - I V -------- _ - Z - 1-
0-1 I ,
1 r -, , __ _, __ Ag" C5-- fe - " / /,
I- \ "'
r;, . __
ed0f- ", Ruj-, /
I'/- 1) - , ) F w'' / / '_' / P; - -
I-,
J_ D Zo,', " , -
11
I `
yl c, Cj yo, r, d --,- I i P- , __ , , / I,, /,,,,,- iDjlj, 1,-, Iv "I,--.;, -7 ... , _ W, I "" Z " " \ i_ 'X, . /
I / . - -1. - , ___ - --( _____
I -
1 - -
I,-- )- ,/", , ft I-- ,,i_, . 2 ,(2 _/__'1 11 _-,--- fit . - , ,_ __ I 3If '' ) y __ I
11 ) \ \ IV
I ,
L__' , " ,'I q,7, -'11'111IJS - ) I 1
I ( I , -')--)- r'j - f , , , - , _ I / / ',
VI -I ( , - SL,,c,o,-' , - ,,- _- `
f I!) -_'
r," ip 3prkir-_ 4 ( / \11, r
1\ , /
1-1-- `,'_; I)b 1-0,6f), , I " I`,, " MC'I"i,: " J 1) , ,,::Tz, " * , ,,D,-/,,,-)d 1-1 I I ,\ ' 11 //
1 , , _- Ij II, __ ,? Z Z , 13 lh',_d v,, 6 0 -, ec `, '- ,
I . I I , 12"_Z,,W_,?- - "' ` ,5_ "
1 -- 1 li - -- l;-- _V . 1 /Z " , - , "Ii ,' , , \ - -, ,"
3 /
I I il
InoI -,`n, - ,,--,,< Dg-,,x-,)',,d- 4- - : 11 '
4 "-, - - ,,, _ \\";\- - f7TREES To 1, /
of,
i -1)
cr, I ,), j -_ I R MAIIN - `_ "
11
I --) ,,- -_Q , ,L_12A' /.
1
I g / 11, , 61, - , -Ii-n) - % " , _._
I
P/ 11" \ 1, [ - ,
0 , __
I ) -/-
5-,- , " - , " ,
f i I/ 0 L T I ,? , ,i " S,oruo , - __ ___ - __ __ , ' -F,,,S/, 21 ,/
10 e 1, // / / lir
1 I / I' 11 , . , &&,-,%' X
UlWy / tl 1 ,iw" , -d - Z
1
11 , ( ,/ II3, - ;I2" - _4,1'-- gvv -, ,- :r-, ---I v- - .- w Mcf,
rnuit.9,'e ` -) -"'I 11 ARO - ,__ I" " . - "
lei /
Wo 1112 / ,, ,,- - -
I H r,' - , , -,
11 F ) l opiala \ / \,`, -- - - - _, . - ( y '1_1_v_ , - _,-,, / 'U" ---'
7""
1
I"
I )
u IN
OW / / 1,r, / /,I
I111' Chle,?-Y Q, ',:', -1
I- /- I - . , -
I Y
l ') / , ) -
I-
I
IN I, , W ,
Z11/__ (, "\?
v__5 - , 1, , -I-, __
Z_j_ -_ ,
1- - - "
I , -11 I'll .1 _
8yw_- - - / / .1 - -
TIE), - Q7- - - - ,_ 11r__
I - -, - __ - ,)o
r 4
I Illwmv - T ---7 - 5;k pKz- F0 1 --77- -1 _Izdl_
I _ -- .__ ___ - - - i- W W7 1 1 ., Ij __ ,_ - I -
11''t ,
L::i:ii: - --It ------ _____ _______________ // __ _` ---:-,- _______ - _,__ Z ___1 I- , Z '.1 "
Z,- _--, __ I , , 4
7 ------ , ,. ( -_-, , " ,,- ,___ - , -- / I , ____ -1, , Z ,/ " I I
I- -x-- _ -
I ,,,---- --------- ---------- ,_ --,---
I-,- -_ - /// 'j I l ...... ,/
Iz__,____ __ -.----- __ - /
11,
1___' <
Z , / // - I-,-,- _
1_ - , - 11 _-, - / / . 1, / ( I I 1\ I
Z , - :Z------- I- ______ ,__ __
1 \ - .
1_ '____:,__ 1, ,_
I ; 1' ___ - ,
I. ",
7 _,__- --
21- - __
1 _-
7- 1- ------,------,- ___
Z_ , \ ,__, --
I-- , I 11, ____ - I \\,"-),,
11 e,_ - - I - - <' , _ \ , _,, - __ -
IV __, _`, --- , _.
I \ I -,/
I, - _ ,---,., ---,- , - __,
L_,_
F--,- Tll; -*I-
W - - I __ ) _____L__\\ ATC) j1_ 61
V- __ ----------- 0 ,-,,O'
t ) ( i , ) "
I'll
NOTE: EXISTING ENTRANCES TO THE PROPERTY TO
NOTE: NO MOVEMENT OR STORAGE OF HEAVY . 1___
1'
BE ABANDONED. STONE WALL ANDIOR PEDESTRIAN
EQUIPMENT AND MATERIALS SHALL BE ALLOWEDGATETOBEINSTALLEDATTHESELOCATIONS.
WITHIN THE TREE PROTECTION AREAS.
I , - __ - ",_ N,, - ___ 1;mp0A_ ______ - I - I L ,I-- L I li:1111 -, _Z:i --- - 11
I I , - -::::--- - 1-1.11-11"W- - , - - - --
I - I I 11.', L16 - , - __.:::7_
Z 12 , g,, ,=m_ ___ / C_ _ 400 ,5_ V,--_--_< _, - 1
15 - - ,
g.,,Iyw'A I -
1 ___ -
Ill, --
P ,,, - .,* -
Iffi, 77,,,,--- __ - - -- ,--I- , -:141- Z `
1_-_-_ - -----: __"
6610 -_ ) _-_!_ -_- __ _
Zi
I - - , li\ I-- !__ - _ - 7- -1Jle-
I , li_ _/ 11
I - " -
r
D- U. S'.,-, ROU',TE 250" - W-1 ___
61,
t "'-_ H-R:* 4-
I*- Tf___ \\ \D___ 1), _, C-1 1:1 ,_ 1 1 `,10 \ _ ,
S ,
t ' _- -
70 / " 11 -I-) C -
I\ \ .
C1,
1, I
I\ 11 /) \\ -
1\1\ .
I ,
I ;. ,J I \\
I/ --tl- /
11
X / i \\
I , ,[ " \\
I I,
I
I \\
I - - j
Ilk\
COLUMN
ROCK WALL.
GATE
I " . - " Sw ,,-, G, , , ,\\, " - I - __ ------
1 , " , . , , 11 - ( - -
110,
1, ', ,_ - . - - - T " , i "e" , Z
I - _1 't I - --_____1r__---- L, ,,
U" 'AY466(,
tWAV/ I ,, I- .. '11-1, 1 48 3
1 Z_ 4 t L, K, .1 [\, < -, 1 4!-,. 9
E ,_ I
6 4_ __ ne )Y 2 , I
C -11 :: A - FI :, 4 i - 7 .
117-1It 11
I - "Lt 6 7 48,
1 rz__ - __ __ - __
11 _
17 \ .- - - " , ___ - 0 11 ___ ": - I)- \ '77V-) \ ,
0 , 1 - ___
11 , 11___ - _____ ,__ , \ _ ,', , \ -- - \ - -
1 I I " \
1, , 1. , - - -
1
j - -, I , , , , I - - I-
A - _
1. , ,
I , , 10 I,-
I _,;, I
Ml ' , __________V, I 1-\
1115, !,; ; -
11,,ZZZI-W=I'l"zl-_,2-112-, - I'v-&S-_11` M', @,__ ____ -_ ____ -_ I
I 11 I
I 11, - --7-----
1 \ __ __ ___ ___ ___ ____ ____,:D:7__=777
cl, jpf f M , - - f0 -,r
I - V,-- ,l - _L '! )1ARTAKE P ___------,,--- -L-'>. , U , ,Lt \ , , LQ - -- --- --- ___ __ -_ - 1
1)
L1L____
I I .-_< -_
1 __9 -_ I , __ L _____ -
D
I
11 - -,\ -_ -A- -
I \
I __
I
I ____.L______Z_L - ____-_____,_
11-
j____ -f- : __ _____ "__'____ G --------- - ------ ___GA== , -,-,-.--- _6__-:m l -- -- __
1
7 ,- ,, --- -- -:'_ - -_ -- _11C, :, , _: ',
6' 1 10T'LtXISTIWQ ENTRANCES TO THE PROPERTY TO
1 " , \''- A - - -,
BE ZANDONE:D. STONE WALL AND/OR PEDESTRIAN
CONCRETE & I
GATE TO BE INISTALLED AT THESE LOCATIONS.
ROCK WALL I
BENCHMARK
ELEV.=591.02' .
NOTE: EXISTING SITE WALL TO REMAIrN. DISTURBANCE
SHALL BE LIMITED TO CLOSURE OF THE EXISTING
ENTRANCE AND THE OPENING OF ONE PROPOSED
ENTRANCE INTO THE SITE, ANY CHANIGES TO THE
WALL SHALL BE MINIMAL AND ARTICULATED TO BLEND
WITH THE CHARACTER OF THE EXISTING WALL. STONE
PILLARS ARE TO BE PROVIDED AT ANY PROPOSED
ENTRANCE TO REPLACE THOSE REMOVED. .
I I I I - -
LEGEND
r---4-----(-"-
y----Y---,y---, ,_) )
EXISTING TREES _ __)
l-&-,,,,--A-".--A--&---",,--)--'
j
I'll ...... If ...... 111,l,,i,,,,'',111,ill .... 1110,411, I _
rrllr
AREA OF TREES TO BE REMO VED (
1-11, ''
Ai,
A -*OM%%,#
INDIVIDUAL TREES TO BE REMOVED [\/
011%
V\)
lft"111100%
NO TE:
THE TREES THA T ARE SPECIFIED TO BE REMOVED ON THIS
PLAN THAT ARE L OCA TED OUTSIDE OF THE LIMITS OF
CLEARING AND GRADING HAVE BEEN DETERMINED TO BE IN
POOR HEALTH OR DEAD BY A CERTIFIED ARBORIST
1
1992 . 3.38
I
I
DRIP UNE _\j
SNOW FENCE `
I
I
BPA FENCE
0, 1*1iw
OVID FEW,j401"_.%*,:.;* .,...:. .0.*'.,.:!.,N22%;.1;.*37 .. r , _
16.; - - _'*` PL,Wnc rENCE
CORRECT . METHODS OF TREE FEAICI,VG I
to
so - CORRECT TRUNK ARMORINt
111011
TRIANGULAR BOARD FENCE
I
IIIIIIIIIIIIIIIIIIIIIIIIIII
Source: Va. DSWC
it
County of Albemarle
Conservation Plan Checklist - To be placed on Landscape Plaus
pp 111-284-111-297 ifor complete specifications)
Plate 3.38-2 '
A - - I I The fulbMIMg bms shal I he shown on thhe-noll
C3 Trees to be saved; .
U Limits of clearing (outside dripline of trees to be saved);
U Location and type of protective fencing;
U Grade changes requiring tree wells or walls;
Ll Proposed trenching or tunneling beyond the limits of clearing.
2. Markinvu:
L3 All trccs to be saved shall be marked with print or ribbon at aheight clearly visible to equipment operators.
0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
3. fteSonstruction Conference:
U Tree preservation and protection ramsures shall be reviewed wit1h the contructor on site..
1
4. K91-iRmeut OReration ;Ind StorW& , .
LJ Heavy equipment, vehicular traffir, and stora9c Of construction na, aterials including soil shall not be permitted within the driplines of treestobesaved. . .
5, Ul Erosion and Stormwater Deigatio i DevicLw; I
0 Such devices shall not adversely affect trees to tie saved,
6. E[res;
IZI Fires are not permitted within 100 feet ofthe dripline,of trees to be saved,
7. T%ic Matenals:
U Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
S. Proft.cliyg Fencing -
3 Trees to be retained within 40 feet of a proposed building or gradling activity shall be, protected by fencing.
D Fencing shall be in place and shall be inspected and approved by, a County Inspector prior to grading or construction.
9. Tree IMe -11k:
U When the ground level must be raised Within the dripline of a tree to be saved, a tree well shall be provided and a construction detail
submitted for approval.
10. inge Walls:
U When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail
submitted for approval.
11. Trenchiniz and TunneRazi
U When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots,
12. ClpAikup:
Ll Protective fencing shall be the last items removed during the final cleanup,
13. Damaged Trees:
Ll Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist.
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERI ATIOIN
REQUIREMENTS.
ONMR SIGNATURE (DATE)
CONTRACT PURCHASER SIGN.ATuRE (DATE)
I
TH 6) 7
1
lleln S1' 1 1
E4 ,
1
SCOTT R. COLLINS?,
No. 35791 .1c,
1$
1 1 _'e
S IONAL S(w
r-4 EC) 4
P-4
Z
Cn 0
r-4 UI. CM
D
0
a 0 IQ
11
0
E 0 7
LU LU' E
i *R
C 0
cu
U-)
LJJ
3:
Uj - > U
M
3: U> ` 4) M V)
U. Uj 3: 1= I
unj t : r,
I,,D
C) 0 r-4Uj
III _
j M
CD
CD
ICU
Z
P-4
j
L.L. _j
J M -,L. Ln U
0
0
QL > -I- a)
U) 1-1 C'IIII!
h.
Z
T)
CD
6 D LU , ,1.
Z I- LU M Z 1) V)
r- Uj 17
5 0 E ><
0
0-1
I--
Z Z Z
5
Ft
r', 2 g tf) < L. a-
Uj Uj LU
0
Z
LL
0 < Z 't
4W
wl C
2:
7
2:
2:
2:
2:
0j
C
4 J1_1 0 r"IAUU-) 1 0 M U
M
0 0 0 d
0
ce U! L.
to= Lu
U U
r
U
n
LL M
Z
U_ " 11,4 Z Z Z
p
Z
P-4
D
r_1 4
M
0
000
D d
13 LIJ "t n U U U 0
0-4
I-
40 _j
LU
LLJ
a 0 ce 0)
Pco - M
0 CX
Uj
10-
LLJ
CL
LU
0- Ul
1 4W
C 6)
4)
E
C
Z
U)
Q
81
A
0 4)
5
0
109a:
U
d
I
0 0
ce
z: a
3:
q
C
0
060
U.j
LLJ
I
E 17
U.j
N-4
M: CL U)
0
0
0
t10
CD
0
4-1
U 0 Uj
Lri 6 C-4
C
Z 7T) U
r-4 0 0
0)
0 f- ffi k6 Ln
4
A 0) r_4 0 0
93 1 1 1 1 1 0
0
4)
DATE 0j
0 400
0j
L
N
V) 12.15.05 P
I
l,' D
DRAWN BY CID
I 0i
j
1. DALY 1-1
M
Z
DESIGNED BY n
I
S. COLLINS 0
C-)
ill
CHECKED BY 0-
3:
01M S.COLLINS 73
V W
Q)
0
9SCALEL
0 1 ft =50' 0)
Y
0
I
11.0
00
0
0_1
0i
1
s i-
C)
1:1-
0
a/-
0 (
0 (
Q) (
V)
3
Q) (
I')
4- :
C :
U ,
CV)
I -0
7-
IIIIIIII 0
Z 4_1t_
UD0-
ce-
Illl`4 Z .E- I
4
I-
0
Q)
Z ,
0
r_
D
i:
Lij 0 Z .C:
k-) -0 :
1)
f rpt Uj 0 () -
Dkft) _j -"""""` -0
cl 0
L__ :
r) 7 < 5-
LU > Q> P__4 00 -0 -
0 _
j Ce _ - 0-
L.0 C
0M . Z t E ,
ia Uj _UUj _ Z_ -
I W1
0 0
e lll Q. n
in D
0
LIJ ry ,
U
LLJ L,U . j co
j
Q
77
llf 0
2: .:: .
j F__ ,
Uj "4- .
0 -
7' 4_1
a) :
V) 0-
0
L_
0- ,
Q)
U)
D
U I
X ,
0
T :
C
I I
1)
I_ ,
0
CO
C
Q) -
E
3
U .
0
cl
0
Q -
I
0
C
C,
W
W
JOB NO.
Cl -
C)
C: -
U22816V)
C)
SHEET NO. -C-)-
Q)
115of28Q,
r?
I I - I _
11 I __ _---- 11 _____-1 I
LEGEND
ROADS
EXISTING CULVERT
CUL VERT
Q DROP INLET & STRUCTURE NO.
CURB
CURB & GU TIER
PROPOSED PA VEMEN T
EC -3A DI TCH
6" DEPTH OF EC -3A DITCH
EC -2 DITCH
6" DEPTH OF EC -2 DITCH
EARTH DITCH
DRIVEWAY CUL VER T
BENCH MARK
CLEARING LIMITS
a' VDOT STANDARD STOP SIGN
200---- - - - EXISTING CONTOUR
200 PROPOSED CONTOUR
240.55 PROPOSED SPOT ELEVATION
TBC DENOTES TOP/BACK OF CURB
TAB DENOTES TOP OF BOX
EROSION CONTROL CONTROL
HANDBOOK SPECIFICA77ON NUMBER
STB t"-1'TT 7 STRAW BAIL BARRIER 3.04
DD D V
GENERAL WATER & SEWER
CONDITIONS
1. 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 THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS
AND WHERE SHOWN, ARE ONLY APPROXIMA TEL Y CORRECT. THE
CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL
UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
3, ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH
THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC
SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
MISS UTILITY" (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET
OF COVER MEASURED FROM THE TDP OF PIPE, OVER THE
CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES,
SERVICE LA TERALS, AND WA TER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE
L OCA TED OUTSIDE OF ROADSIDE DITCHES
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE
ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE
EXTENSION OF THE LINE.
9. WATER PRESSURE MAY BE LESS THAN 40 PSI. PRI VA TE BOOSTER
PUMPS MA Y BE REQUIRED.
10. ALL COMMERJC/AL BUILDINGS WILL BE REQUIRED TO HA VE A
BACKFLOW PRE VENTER
GENERAL CONSTRUCTION NOTES
FOR SITE PLANS
1. PR/OR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC
RIGHT POF-WAY, INCLUDING CONNEC77ON TO ANY EXISTING ROAD, A
PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
TRANSPORTA TION (VDOT). THiS PLAN AS DRAWN MA Y NOT ACCURA TEL Y
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL
GOVERN.
2. ALL PAVING, DRAINAGE RELATED MA 7FRIALS AND CONSTRUCTION
METHODS
SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT
UNLESS OTHERWISE NOTED.
J. EROSION AND SIL TA TION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL
BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
CONSTRUCTION,
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND
MULCHED. THE MAXIMUM ALLOWABLE SLOPE /S 2.1
HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MA T LINED DITCH MA Y BE REQUIRED
WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF
ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY /N
ORDER TO STABILIZE A DRAINAGE CHANNEL.
6, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL
FOR UNIFORM TRAFFIC CONTROL DEVICES
7 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE - CLASS N.
8. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY
WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR
PART 1926).
GENERAL NOTES"
DEVELOPER: KENR/DGE L.L.C. HC
A TTN. HUNTER CRAiG
P.O. BOX 5509
CHARLOTTESVILLE, VIRGINIA 22905
OWNER: KAPPA SIGMA MEMORIAL FOUNDATION
C/0 JOHN S BIRKELBACH
2447 IVY ROAD
CHARLOTTESVILLE, VIRGINIA
2. ENGINEER. TIMMONS GROUP
711 N. COURTHOUSE ROAD
RICHMOND, VA 23236
TELE.° (804) 379-613J
E-MAIL: Scott. CoHins@Timmons.com
CONTACT- MR. SCOTT COLLINS
J. TAX MAP NO.: 06000-00-00-02700
D.B. 3049, PG. 043
D.B. 1153, PG 646
4, ZONING : CO COMMERCIAL OFFICE
5, USE : MEDIUM -DENSITY RESIDENTIAL & OFFICE
6, ACREAGE (TOTAL): 16.5 +/- AC.
ROADS. ° 2.1 AC
COMMON AREA/ PASSIVE RECREATIONAL AREA: 133055 SF. = 3.05 AC. (18.59)
7 SETBACKS (PROPERTY):
FRONT- 275'
SIDES. 3O'
REAR. 50'
SETBACKS FOR INDIVIDUAL LOTS ARE SHOWN ON THE PLANS
8. TOTAL I# OF UNITS 66 - 65 NEW DWELLING UNITS (1 EXISTING DWELLING UNIT):
13 TOWNHOUSES
47 SINGLE FAMILY ATTACHED
5 SiNGLE FAMILY DETACHED UNiTS
GROSS RESIDENTIAL DENSITY- 4 DU/ACRE
1 EXISTING MANOR HOUSE RESIDENCE TO REMAIN **
1 EXISTING 3000 SF CARRIAGE HOUSE STRUCTURE TO BE CONVERTED TO
OFFICE USE
9, UTILITIES. SEWER. COUNTY SEWER - AVAILABLE ON THE SITE
WA TER: COUNTY WATER - AVAILABLE ON THE SITE
10. SUBDIVISION STREETS. • CURB & GUTTER (PUBLIC ROADS)
19, PARKING CALCULA TIONS
RESIDENT/AL PARKING REQUIRED:
RESIDENTIAL UNITS REQUIRE. • 2.25 SPACES PER UNIT
66 UNITS * (2,25) = 149 SPACES
RES/DEN TIAL PARKING PROVIDED:
66 UNITS CONTAIN 2 GARAGE SPACES. 132 SPACES
STREET PARKING PROVIDED: 17 SPACES
TOTAL PARKING PROVIDED. 132 + 17 = 149 SPACES
PARKING FOR OFFICE USE TO BE PROVIDED IN ACCORDANCE WITH
SP -04-052 CONDITION ,#1.
6 PARKING SPACES PROVIDED)
12. THE NORTH PORTION OF THE PROPERTY DRAINS TO THE ,SOU THFORK R/ VANNA RESERVOIR
WATER SUPPLY WATERSHED. THE SOUTH PORTION OF THE PROPERTY DRAINS TO THE
MOREY CREEK WATERSHED,
13, WA TERSHED: S RI VANNA RESERVOIR - WA TER SUPPL Y PROTECTION AREA
14. TOPO & SURVEY BASED ON EXISTING DATA AND FIELD -RUN SURVEY BY
TIMMONS GROUP.
15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES
SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT
ENGIN-EER IMMED/A TEL Y IF LOCA TION OR ELEVA TION /S DIFFERENT FROM THA T SHOWN
ON PANS, IF THERE APPEARS TO BEA CONFLICT AND UPON DISCOVERY OF ANY UTILITY
NOT SHOWN ON THE PLANS
16, MAXIMUM AMOUNT OF IMPERVIOUS COVER ONSITE. 5.8 ACRES
17. INDIVIDUAL TRASH CONTAff!E;TS SHALL BE PROVIDED FOR EACH UNIT.
18. OUTDOOR LIGHTING THROUGHOL T THE PLAN AREA SHALL BE LIMITED TO LUMINARIES
WHICH EMIT LESS THAN 3000, INITIAL LUMENS.
19. COMMERCIAL BUILDING SHALL BE REQUIRED TO HAVE A BACKFLOW PREVENTION. IN
ADDITION, THE EXISTING MANOR HOUSE SHALL HAVE A BACKFLOW PREVENTOR FOR
POSSIBLE FUTURE USES AS A COMMERCIAL/OFFICE BUILDING.
TIMMONS GROUP SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY
PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL
NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION STARTED PRIOR TO PLAN
APPROVAL,.
THE EXISTING MANOR HOUSE /S BEING USED CURRENTLY AS A SINGLE FAMILY DWELLING,
HOWEVER, IT CAN BE USED FOR COMMERC/ALJOFFICE USES /N THE FUTURE.
SANITARY SEWER SCHEDULE
MH -MH
b.,
TEMPORARY DIVERSION DIKE 3.09
ST WPN&960.c NOW TEMPORARY SEDIMENT TRAP 3.13
SB<EffD SEDIMENT BASIN 3.14
lP
MH I
INLET PROTECTION 3.07
X SILT FENCE 3.05
CE r0
CgD
08
o C21
CONSTRUCTION ENTRANCE 3.02
CD
MH 11 A
CHECK DAM 3.20
FD TEMPORARY FILL DIVERSION 3.10
D V 10 DI VERSION 3.12
PS PS PERMANENT SEEDING 3.32
TO TO TOPSOILiNG 3.30
ClP
9728'
CULVERT INLET PROTECTION 3.08
N65 5427"W
UTILITY STREAM CROSSING 3.25
MH 11A TO MH
DUST CONTROL 3.39
GENERAL WATER & SEWER
CONDITIONS
1. 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 THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS
AND WHERE SHOWN, ARE ONLY APPROXIMA TEL Y CORRECT. THE
CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL
UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
3, ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH
THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC
SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
MISS UTILITY" (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET
OF COVER MEASURED FROM THE TDP OF PIPE, OVER THE
CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES,
SERVICE LA TERALS, AND WA TER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE
L OCA TED OUTSIDE OF ROADSIDE DITCHES
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE
ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE
EXTENSION OF THE LINE.
9. WATER PRESSURE MAY BE LESS THAN 40 PSI. PRI VA TE BOOSTER
PUMPS MA Y BE REQUIRED.
10. ALL COMMERJC/AL BUILDINGS WILL BE REQUIRED TO HA VE A
BACKFLOW PRE VENTER
GENERAL CONSTRUCTION NOTES
FOR SITE PLANS
1. PR/OR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC
RIGHT POF-WAY, INCLUDING CONNEC77ON TO ANY EXISTING ROAD, A
PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
TRANSPORTA TION (VDOT). THiS PLAN AS DRAWN MA Y NOT ACCURA TEL Y
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL
GOVERN.
2. ALL PAVING, DRAINAGE RELATED MA 7FRIALS AND CONSTRUCTION
METHODS
SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT
UNLESS OTHERWISE NOTED.
J. EROSION AND SIL TA TION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL
BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
CONSTRUCTION,
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND
MULCHED. THE MAXIMUM ALLOWABLE SLOPE /S 2.1
HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MA T LINED DITCH MA Y BE REQUIRED
WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF
ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY /N
ORDER TO STABILIZE A DRAINAGE CHANNEL.
6, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL
FOR UNIFORM TRAFFIC CONTROL DEVICES
7 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE - CLASS N.
8. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY
WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR
PART 1926).
GENERAL NOTES"
DEVELOPER: KENR/DGE L.L.C. HC
A TTN. HUNTER CRAiG
P.O. BOX 5509
CHARLOTTESVILLE, VIRGINIA 22905
OWNER: KAPPA SIGMA MEMORIAL FOUNDATION
C/0 JOHN S BIRKELBACH
2447 IVY ROAD
CHARLOTTESVILLE, VIRGINIA
2. ENGINEER. TIMMONS GROUP
711 N. COURTHOUSE ROAD
RICHMOND, VA 23236
TELE.° (804) 379-613J
E-MAIL: Scott. CoHins@Timmons.com
CONTACT- MR. SCOTT COLLINS
J. TAX MAP NO.: 06000-00-00-02700
D.B. 3049, PG. 043
D.B. 1153, PG 646
4, ZONING : CO COMMERCIAL OFFICE
5, USE : MEDIUM -DENSITY RESIDENTIAL & OFFICE
6, ACREAGE (TOTAL): 16.5 +/- AC.
ROADS. ° 2.1 AC
COMMON AREA/ PASSIVE RECREATIONAL AREA: 133055 SF. = 3.05 AC. (18.59)
7 SETBACKS (PROPERTY):
FRONT- 275'
SIDES. 3O'
REAR. 50'
SETBACKS FOR INDIVIDUAL LOTS ARE SHOWN ON THE PLANS
8. TOTAL I# OF UNITS 66 - 65 NEW DWELLING UNITS (1 EXISTING DWELLING UNIT):
13 TOWNHOUSES
47 SINGLE FAMILY ATTACHED
5 SiNGLE FAMILY DETACHED UNiTS
GROSS RESIDENTIAL DENSITY- 4 DU/ACRE
1 EXISTING MANOR HOUSE RESIDENCE TO REMAIN **
1 EXISTING 3000 SF CARRIAGE HOUSE STRUCTURE TO BE CONVERTED TO
OFFICE USE
9, UTILITIES. SEWER. COUNTY SEWER - AVAILABLE ON THE SITE
WA TER: COUNTY WATER - AVAILABLE ON THE SITE
10. SUBDIVISION STREETS. • CURB & GUTTER (PUBLIC ROADS)
19, PARKING CALCULA TIONS
RESIDENT/AL PARKING REQUIRED:
RESIDENTIAL UNITS REQUIRE. • 2.25 SPACES PER UNIT
66 UNITS * (2,25) = 149 SPACES
RES/DEN TIAL PARKING PROVIDED:
66 UNITS CONTAIN 2 GARAGE SPACES. 132 SPACES
STREET PARKING PROVIDED: 17 SPACES
TOTAL PARKING PROVIDED. 132 + 17 = 149 SPACES
PARKING FOR OFFICE USE TO BE PROVIDED IN ACCORDANCE WITH
SP -04-052 CONDITION ,#1.
6 PARKING SPACES PROVIDED)
12. THE NORTH PORTION OF THE PROPERTY DRAINS TO THE ,SOU THFORK R/ VANNA RESERVOIR
WATER SUPPLY WATERSHED. THE SOUTH PORTION OF THE PROPERTY DRAINS TO THE
MOREY CREEK WATERSHED,
13, WA TERSHED: S RI VANNA RESERVOIR - WA TER SUPPL Y PROTECTION AREA
14. TOPO & SURVEY BASED ON EXISTING DATA AND FIELD -RUN SURVEY BY
TIMMONS GROUP.
15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES
SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT
ENGIN-EER IMMED/A TEL Y IF LOCA TION OR ELEVA TION /S DIFFERENT FROM THA T SHOWN
ON PANS, IF THERE APPEARS TO BEA CONFLICT AND UPON DISCOVERY OF ANY UTILITY
NOT SHOWN ON THE PLANS
16, MAXIMUM AMOUNT OF IMPERVIOUS COVER ONSITE. 5.8 ACRES
17. INDIVIDUAL TRASH CONTAff!E;TS SHALL BE PROVIDED FOR EACH UNIT.
18. OUTDOOR LIGHTING THROUGHOL T THE PLAN AREA SHALL BE LIMITED TO LUMINARIES
WHICH EMIT LESS THAN 3000, INITIAL LUMENS.
19. COMMERCIAL BUILDING SHALL BE REQUIRED TO HAVE A BACKFLOW PREVENTION. IN
ADDITION, THE EXISTING MANOR HOUSE SHALL HAVE A BACKFLOW PREVENTOR FOR
POSSIBLE FUTURE USES AS A COMMERCIAL/OFFICE BUILDING.
TIMMONS GROUP SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY
PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL
NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION STARTED PRIOR TO PLAN
APPROVAL,.
THE EXISTING MANOR HOUSE /S BEING USED CURRENTLY AS A SINGLE FAMILY DWELLING,
HOWEVER, IT CAN BE USED FOR COMMERC/ALJOFFICE USES /N THE FUTURE.
A'LB.L'. MLI.A.RLE COUNTY .MCLIVEER1NG`
O'E'NE'RAL CONAS'TRUCTION NOTE'S"
FOR PRIVATE ROADS
1. Prior to any construction within any existing public .right-of-way, including connection to any existing .road,
a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not
accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the
permit shall govern.
2. Construction inspection of a// proposed roads within the development 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.
J. All materials and construction methods shall conform to current specifications and standards of VDOT All
excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry
29 CFR Part 1926).
4. 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..
5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR
tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If
a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design
engineer and submitted with the test results for approval.
6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1
horizontal. vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved
7. Surface drainage and pipe discharge must be retained within the public right -of --way or within easements
prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a
natural watercourse.
8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field
determined at the time of construction. Additional guardrail may be required at locations not shown when, in
the opinion of the Director of Engineering, or the Directors designee, it is deemed necessary. When guardrail is
required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and
roadway shoulder widths shall be increased to seven (7) feet. Albemarle County Engineering & Public Works
Policies
9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B
or C).
10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard
PE -1.
11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the
opiinion of the Director of Engineering, or the Director's designee, it is deemed necessary.
12. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on all residential
subdivision streets.
13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical
pavement section detail, shall be strictly adhered to. Exceptions will not be allowed.
14. Upon completion of the roadway construction, street name signs shall be installed by the developer at o/I
street intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign
Requirements". The developer shall be responsible for maintenance of signs until roads have been accepted.
15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project
expire prior to signing and recordation, then approval of these plans shall be null and void,
16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the
opiinion of the Director of Engineering, or the Director's designee, they are deemed necessary in order to
provide safe and convenient access. All signs or other regulatory devices shall conform with' the Virginia Monual
for Uniform Traffic Control Devices.
ROAD NOTES
GRADING
1. THE LA TEST EDITION OF THE ROAD & BRIDGE SPECiFICA TIONS, THE ROAD & BRIDGE
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED
FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH
SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
13. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE
ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES
AT ROAD INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER
PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
DRA/NA GE
1;. ALL PIPE CUL VER TS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH
A MINIMUM COVER OF ONE (1) FOOT,
2. STANDARD UNDERDRAINS (CD -1 OR CO -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON
THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
3, ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH
AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED /N
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS
UNLESS
OTHERWISE NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE
ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER
COURSE.
PA YEMEN T
1. AN ACTUAL COPY OF THE CBR REPORT /S TO BE SUBMITTED PRIOR TO THE PLACEMENT
OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED
METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
COMPACTION BEFORE BASE /S PLACED,
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
MEETS REQUIRED GRADATION FOR TYPE i, ll, OR Ill PRIOR TO PLACING AGGREGATE BASE
41. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT
THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE iS APPLIED PRIOR TO 60
DAYS, THE PUGMILL REQUIREMENT WILL APPLY
5. THE USE OF AN AGGREGA TE SPREADER /S REQUIRED WHEN PLACING AGGREGA TE BASE.
65. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION
BEFORE SURFACE TREATMENT iS APPLIED.
77. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
PRIME COAT RC -250 ® 0.3 GAL./SQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED. IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPOR TA TION SPECIFICATIONS,
9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO
NOT ENHANCE A ROAD WA Y'S CAPACI TY OR TRAFFIC SAFETY, SHALL NOT BE PERMI TIED
WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
THE STREETS RIGH T OF WA Y.
BLASTING NOTES
1. BLASTING, WHERE REQUIRED, SHALL BE DONE WiTH CARE IN ACCORDANCE WITH ALL APPLICABLE
FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES
HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE
OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO COMMENCING THE WORK.
2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED
TO AND ANY VIOLATION Of SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE
CONTRACTOR AND/OR DEVELOPER.
3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO
BLASTING SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT
TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF UTILITY LINES
ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOiD DEBRIS AND DAMAGE.
4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE
PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS,
5. BLASTING ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL
WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY.
6. WHENEVER BLASTING WILL BE UNDERTAKEN /N THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY
BE DONE WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF
BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR,
SP 2004-052 KENRIDGE CONDITIONS OF APPROVAL TK 0APPROVEDBYALBEMARLECOUNTYBOARDOFSUPERVISORS10-5-05
1. THE APPROVED FINAL SITE PLAN SHALL BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN SCOTT R. COLLINS,
PREPARED BY MCKEE CARSON, DATED JUNE 16, 2005 REVISION ("CONCEPTUAL PLAN'). (SEE ® No. 35791
ATTACHMENT A). PARKING FOR THE OFFICE USE SHALL BE LIMITED TO THE AREA AND NUMBER OF
SPACES SHOWN ON THE CONCEPTUAL PLAN, IF ADDITIONAL PARKING IS REQUIRED FOR THE OFFICE USE
AN AMENDMENT OF THiS SP SHALL BE REQUIRED. SSIONAL 'F1
2. THERE SHALL BE A MINIMUM FRONT YARD OF TWO HUNDRED SEVENTY FIVE (275) FEET BETWEEN
THE SOUTHERN -MOST STRUCTURE (THE "MAIN HOUSE') AND THE PROPERTY LINE ADJACENT TO ROUTE
250 AS SHOWN ON THE CONCEPTUAL PLAN, SIDE AND REAR YARDS SHALL BE AS SHOWN ON THE
CONCEPTUAL PLAN.
3. ALL STREETS ON THE PROPERTY CONNECTING TO ADJACENT PROPERTIES AS SHOWN ON THE
CONCEPTUAL PLAN SHALL BE CONSTRUCTED BY THE APPLICANT TO AN URBAN SECTION WITH THE
INTENT THAT SUCH STREETS ON THE PROPERTY CONNECTING TO ADJACENT PROPERTIES WILL BE BUILT ¢ a
TO A STANDARD CONSISTENT WITH THE CONNECTING STREET ON THE WHITE GABLES PROPERTY. ALL Z N
o C
STREETS AND PEDESTRIAN ACCESSES SHALL BE CONSTRUCTED TO A STANDARD ACCEPTABLE TO THE t `y
SEWER
COUNTY ENGINEER IN ACCORDANCE WITH THE HIGHLIGHTED SECTIONS OF ATTACHMENT A, REVISED AND } > O
DATED AUGUST 30, 2005 AND INITIALED AS CTG.
LU LU E _
4. THE CONNECTING ROAD EXTENDING FROM THE FORMER ITT PROPERTY (TAX MAP 60, PARCEL 28) w F -V jVANDACROSSTHEKENR/DGE PROPERTY TO ITS ENTRANCE AT IVY ROAD, AS SHOWN ON THE CONCEPTUAL ¢ W w
PLAN, SHALL BE ESTABLISHED AS A PRIVATE STREET IN CONJUNCTION' WITH THE FINAL SUBDIVISION - o C r hPLATORSITPLAN. AS A CONDI TION OF FINAL SUBDIVISIONVISION PLAT OR SITETE PLAN APPROVAL, THE LU
LU
O
APPLICANT SHALL GRANT ALL EASEMENTS DEEMED NECESSARY BY THE DIRECTOR OF COMMUNITY Z 00
DEVELOPMENT TO ASSURE THE PUBLIC'S RIGHT TO USE THE CONNECTING ROAD FOR PURPOSES OF L = Lri G?
INGRESS TO AND EGRESS FROM TAX' MAP 60, PARCEL 28. a > U NL.
Q UW
5. THE APPLICANT SHALL COMPLY WITH ALL REQUIREMENTS OF THE VDOT RELATED TO DESIGN AND = z r- LU V 0 F_ H
CONSTRUCTION OF THE ENTRANCE TO THE PROPERTY, AS SHOWN ON THE CONCEPTUAL PLAN, AND 3: 0 ce Z Z Z
SHALL PAY /TS PRO RATA SHARE O, THE COST FOR S/GNALIZATIDN OF THIS INFRASTRUCTURE pGt~n u. ,
L.
r
LU LU Eg
CONTRIBUTED BY TRAFFIC FROM THE DEVELOPMENT AS FOLLOWS. Z _ Z "t (/ 5" 5"
A) PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL PLACE FUNDS IN ._.. = V "o i w 000UU-) "o
6 Lr? 4. UJ
L. V) U U UOOUESCROWORPROVIDEOTHERSECURITY ("SECURITY") ACCEPTABLE TO THE COUNTY IN AN AMOUNT EQUAL }-- y. i
TO /TS PRO RATA SHARE OF THE COST OF THE SIGNAL WHICH AMOUNT SHALL BE CALCULATED BY THE ¢ U_ rn = O r
DIRECTOR OF COMMUNITY DEVELOPMENT IN THE YEAR 1N WHICH THE SECURITY IS PROVIDED. THE Z LUN r -i N Z z z z o
CD
SECURITY SHALL CONTINUE SO THA 7' 1T /S AVAILABLE TO PAY FOR THE COST OF THE SIGNAL UNTIL TEN t M - O O OCU
10) YEARS AFTER THE DATE OF APPROVAL OF THIS SPECIAL USE PERMIT; SECURITY PROVIDED THAT IS w d- V V U
NOT IN AN INTEREST-BEARING ACCOUNT SHALL BE ANNUALLY RENEWED, AND THE AMOUNT OF THE > Q Ce Ce
SECURITY SHALL BE ADJUSTED EACH YEAR ACCORDING TO THE CONSUMER PRICE INDEX, AS DETERMINED 40 ~
NEWS a aa
UJ CD
BY THE DIRECTOR OF COMMUNITY DEVELOPMENT;
B) IF, AT ANY TIME UNTIL TEN (10) YEARS AFTER THE DATE OF APPROVAL OF THIS SPECIAL USE CPERMIT, VDOT AUTHORIZES /N WRITING THE INSTALLATION OF THE SIGNAL, AND VDOT AND THE COUNTY'S
ENGINEER APPROVE THE SIGNAL'S INSTALLATION BEFORE THE APPLICANT HAS OBTAINED A BUILDING Ui
PERMI T, THE COUNTY MA Y DEMAND PA YMENT OF THE APPLICANT'S PRO RA TA SHARE OF THE COST OF aTHETRAFFICSIGNAL, AND THE APPLICANT SHALL PAY I IS PRO RA TA SHARE OF THE COST TO THE _
COUNTY WITHIN THIRTY (30) DAYS OF THAT 0FMAND. V
M
6. SCREENING ADJACENT TO THE RAILROAD RIGHT-OF-WAY AND ALONG THE WEST AND EAST oOC
z
SIDES OF THE PROJECT SHALL BE PROVIDED AND MAINTAINED AS DEPICTED ON THE CONCEPTUAL oDIAGRAMOFPERIMETERSCREENANDPRIVACYPLANTING, DATED MAY 12, 2005, BY CHARLES J. STICK,
ATTACHED AS ATTACHMENT B. THE CONTINUOUS EVERGREEN TREES NOTED AS LEYLAND CYPRESS o W d
HEDGE ALONG THE NORTH, EAST AND WEST SIDES OF THE PROJECT SHALL BE INSTALLED AT 10' TO 12' w -'
IN HEIGHT AFTER LOT GRADING BUT PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR ANY DWELLING = CLLn 110 tD
UNIT CONSTRUC770N. THE LEYLAND CYPRESS HEDGE ALSO SHALL BE PLANTED ON EIGHT (8) FOOT UU O H Uri of r 75
CENTERS UNDERGROUND IRRIGATION SHALL BE PROVIDED FOR ALL THE PLANTING AREAS SCREENING Z *-{ o o
DEEMED ACCEPTABLE TO THE DIRECTOR Of COMMUNITY DEVELOPMENT SHALL BE PROVIDED ADJACENT TO O " o oTHERAILROADTOMITIGATETHEIMPACTOFTHISDEVELOPMENTONADJACENTPROPERTYANDTHEQ)
IMPACT OF THE RAILROAD ON THiS DEVELOPMENT > Q n,
fle DATE
7. PRIOR TO ANY AL TERA TION OR DEMOLITION OF ANY BUILDING A RECONNAISSANCE LEVEL O 4W
DOCUMENTATION TO INCLUDE BLACK AND WHITE PHOTOGRAPHS AND A BRIEF ARCHITECTURAL i%i 12,15.05 c
DESCRIPTION SHALL BE PROVIDED TO THE SATISFACTION OF THE COUNTY'S HISTORIC PRESERVATION
PLANNER. DRAWN BY ,D
co
8. REGARDLESS OF THE OWNERSHIP OF THE OPEN SPACE AND AMENITIES, THEY SHALL BE MADE J. DALY N
AVAILABLE FOR USE BY ALL RESIDENTIAL AND COMMERCIAL UNITS IN THE DEVELOPMENT.
DESIGNED BY d
9. EXCEPT FOR THOSE ATTACHED SINGLE FAM L.Y BUILDINGS LOCATED IN ZONE A., THE EXTERIORS OF n
A TTA CHED SINGLE FAMIL Y BUILDINGS SHALL LSE EI THER RED BRICK, OR WHI TE PAIN TED BRICK, WI TH S. COLLINS ° GABLE ROOFS. THE EXTERIORS OF BLOCk. OF ATTACHED SINGLE FAM/1L Y BUILDINGS IN ZONE A. SHALL
BE EITHER RED BRICK WITH GABLE ROOFS. THE FEATURES iN ZONE A. SHALL BE REVIEWED AND CHECKED BY mAPPROVEDBYTHEARBDURINGITSREVIEWOFTHESITEPLANFORTHESEBUILDINGS. THE EXTERIORS
OF DETACHED RESIDENCES SHALL BE El THER RED BRICK OR PAINTED WHI TE BRICK. THESE MA TERIALS 75
SHALL BE REVIEWED AND APPROVED BY TI iR` DESIGN PLANNER BEFORE THE ISSUANCE OF A BUILDING • S. COLLINS
PERMIT FOR THE BUILDINGS (SEE A TTA CH'iv%NT C). 75
SCALE L
10. EXTERIOR ROOF SURFACES SHALL BE CONSTRUCTED OF EITHER COPPER OR SYNTHETIC SLATE ,
AS NOTED
17
n)
11. THE NEW VILLA AND TOWN HOME UNITS .51-IALL INCLUDE GARDEN IMPROVEMENTS, GENERALLY AS o
DEPICTED ON THE FRONT GARDEN DIAGRAO. DATED AUGUST 24, 2005, BY CHARLES J. STICK, Co
LANDSCAPE ARCHITECT (SEE A TTACHMENI , MAINTENANCE OF THESE AREAS SHALL BE PROVIDED .Ri
FOR AND REQUIRED BY THE HOMEOWNER'S ASSOCIATION WHICH SHALL BE SET FORTH IN THE COVENANTS , rFORTHISDEVELOPMENT. THE DECORATIVE WALLS, STEPS AND WALKS SHALL BE CONSTRUCTED OF CD
EITHER BRICK OR STONE i
12. TO ENSURE THE RETENTION OF THE MAJORITY OF THE EXISTING TREES IN THE 275 FOOT FRONT
YARD SETBACK DESCRIBED IN CONDITION 2 (LOCA TED BETWEEN THE MATIN HOUSE AND THE ROUTE 250
WEST ENTRANCE CORRIDOR), THE APPLICAN1 SHALL SUBMIT FOR REVIEW AND APPROVAL BY THE s
COUNTY'S DESIGN PLANNER A TREE CONSERVATION PLAN PREPARED BY A STATE CERTIFIED ARBORIST oTHATMEETSTHEREQUIREMENTSOFSECTION32.7.9.4 OF THE ZONING ORDINANCE. THIS PLAN SHALL BE
REQUIRED FOR ALL EROSION AND SEDIMENT CONTROL PLANS, SITE PLAINS, AND SUBDIVISION PLATSCD
V)
13. THE SITE WALL IMMED/A TEL Y ADJACENT TO ROUTE 250 WEST SHALL BE INCLUDED ON ALL o
DRAWINGS THAT INCLUDE ITS CONTEXT ALL GRADING, ROAD ALIGNMENTS, TURNING LANES, AND OTHER o
IMPROVEMENTS SHALL BE ADJUSTED TO INSURE THAT IMPACTS TO THE WALL ONLY INCLUDE CLOSING
THE EXISTING ENTRANCE AND ADDING A SINGLE ENTRANCE. NOTES SHALL BE INCLUDED ON THE -
GRADING, SITE PLANS AND SUBDIVISION PLATS THAT STATE, "THE EXISTING SITE WALL SHALL REMAIN.
0
DISTURBANCE SHALL BE LIMITED TO THE CLOSURE OF THE EXISTING ENTRANCE AND THE OPENING OF Q ° THE PROPOSED ENTRANCE INTO THE SITE. ANY CHANGES TO THE WALL SHALL BE MINIMAL AND H
ARTICULATED TO BLEND WITH THE CHARACTER OF THE EXISTING WALL TO THE SATISFACTION OF THE Z ° ARCHITECTURAL REVIEW BOARD. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS IN THE FINAL° U Li.aBLOCK, THE STONE PILLARS SHALL BE REPLACED AT THE NEW ENTRANCE FROM ROUTE 250. ?
14, THE DESIGN OF ALL SINGLE FAM/LY DETACHED RESIDENCES, INCLUDING BUT NOT LIMITED TO COLORS, H o
ROOFING, SIDING AND FOUNDATION MATERIAL SELECTIONS, SHALL BE COORDINATED WITH THE Cn
ARCHITECTURAL REVIEW BOARD -APPROVED DESIGNS OF THE ATTACHED RESIDENTIAL UNITS, AS z z = oDETERMINEDBYTHEDESIGNPLANNER. _ $ X
O °
a)
15. THE OWNER AGREES TO VOLUNTARILY CONTRIBUTE A SUM OF x'3,000 CASH PER NEW DWELLING UNIT UJU _j TO THE COUNTY FOR FUNDING AFFORDABLE HOUSING PROGRAMS [INCLUDING THE HOUSING TRUST FUNDS LU °
THE CASH CONTRIBUTION SHALL BE PAID AT THE TIME OF THE ISSUANCE OF THE BUILDING PERMIT FOR 0 0SUCHNEWUNIT. THE ACCEPTANCE OF THIS SPECIAL USE PERMIT BY THE OWNER SHALL OBLIGATE THE
OWNER TO MAKE THIS CONTRIBUTION. Ll 0 < 66L
UJ °
16. PEDESTRIAN ACCESS DEEMED ACCEPTABLE BY THE DIRECTOR OF COMMUNITY DEVELOPMENT SHALL i m ° BE PROVIDED TO THE MANOR HOME AND THE CARRIAGE HOUSE Q ® o °
17. WITH THE EXCEPTION OF THE ENTRANCE ROAD, ALL STREETS WITHIN THE DEVELOPMENT SHALL Z o
CONFORM TO THE NEIGHBORHOOD MODEL MATRIX DEEMED APPROPRIATE BY THE DIRECTOR OFE
COMMUNITY DEVELOPMENT. LU
0-1 n O
0 U
a
UJ "
J
Ho
THE DIVISION OF THE LAND DESCRIBED HEREIN IS WITH THE FREE CONSENT AND iN ACCORDANCE AND WITH THE
UJ
DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES ANY REFENENCE TO FUTURE POTENTIAL
DEVELOPMENT /S TO BE DEEMED AS THEORE77CAL ONLYALL STATEMENTS AFFIXED TO THIS PLAT ARE TRUE AND = O 0
CORRECT TO THE BEST OF MY KNOWLEDGE.
Q Q) .1
U
0
OWNER
U
C)
AGENT o
U }'
C0AfAlONTy.EALTH OF VIRGINIA 1)
COU-)VTY OF ALBEMARLE WIT:
o
I, ----------- A NOTARY PUBLIC IN AND FOR THE COUNTY OF ALBEMARLE, COMMONWEALTH OF VIRGINIA, DO c c
HEREBY CERTIFY THAT a) Q
EVERGREEN LAND COMPANY E
WHOSE NAME /S SIGNED TO THE STATEMENT OF CONSENT TO DIVISION HAS ACKNOWLEDGED THE SAME BEFORE ME IN >-
MY ------- AND COMMONWEAL 7H AFFORESA/D. D
U
GIVEN UNDER MY HAND THIS ----- DAY OF ____2003 a;
v
NOTARY PUBLIC MY COMMISSION EXPIRES o
JOB NO. ° n
22816 °
a)
o
SHEET NO. Q "
D
6 of 28
SANITARY SEWER SCHEDULE
MH -MH BEARING DISTANCE
MH 1A TO MH I N69°44'11 "W 101,92'
MH I TO MH 11 S20 °15'49 "W 116.85'
MH 11 TO MH 11 A S207,33'41 "W 223.23'
MH 11 A TO MH 12 E20 04'51 "W 148.53'
MH 11 TO MH 13 S68 09'58 "W 83.83'
MH 13 TO MH 14 N5,322,38 "W 9728'
MH 13A TO MH 14 N65 5427"W 97.85'
MH 11A TO MH 11B N69 °15'33"W 175.06'
MH I TO MH 2 N54 56'41 "W 782.30'
MH 2 TO MH 3 N61 °45'27"W 147.84'
MH 3 TO MH 4 N88°14'52"W 209.50'
MH 4 TO MH 5 NO *45'08"E 114.63'
MH 5 TO MH 8 N88°14'50"W 123.93'
MH 8 TO MH 9 S01 °44'19"W 100.50'
MH 9 TO MH 70 SOO °43'27"W 400.00'
MH 4 TO MH 6 S01 °44'49 "W 110.52'
MH 6 TO MH 7 S75 03'27 "E 157-99'
MH 8 TO MH 15 S75°0327"E 37.62'
MH 75 TO MH 16 5750327"E 95.28'
A'LB.L'. MLI.A.RLE COUNTY .MCLIVEER1NG`
O'E'NE'RAL CONAS'TRUCTION NOTE'S"
FOR PRIVATE ROADS
1. Prior to any construction within any existing public .right-of-way, including connection to any existing .road,
a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not
accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the
permit shall govern.
2. Construction inspection of a// proposed roads within the development 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.
J. All materials and construction methods shall conform to current specifications and standards of VDOT All
excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry
29 CFR Part 1926).
4. 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..
5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR
tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If
a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design
engineer and submitted with the test results for approval.
6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1
horizontal. vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved
7. Surface drainage and pipe discharge must be retained within the public right -of --way or within easements
prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a
natural watercourse.
8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field
determined at the time of construction. Additional guardrail may be required at locations not shown when, in
the opinion of the Director of Engineering, or the Directors designee, it is deemed necessary. When guardrail is
required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and
roadway shoulder widths shall be increased to seven (7) feet. Albemarle County Engineering & Public Works
Policies
9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B
or C).
10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard
PE -1.
11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the
opiinion of the Director of Engineering, or the Director's designee, it is deemed necessary.
12. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on all residential
subdivision streets.
13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical
pavement section detail, shall be strictly adhered to. Exceptions will not be allowed.
14. Upon completion of the roadway construction, street name signs shall be installed by the developer at o/I
street intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign
Requirements". The developer shall be responsible for maintenance of signs until roads have been accepted.
15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project
expire prior to signing and recordation, then approval of these plans shall be null and void,
16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the
opiinion of the Director of Engineering, or the Director's designee, they are deemed necessary in order to
provide safe and convenient access. All signs or other regulatory devices shall conform with' the Virginia Monual
for Uniform Traffic Control Devices.
ROAD NOTES
GRADING
1. THE LA TEST EDITION OF THE ROAD & BRIDGE SPECiFICA TIONS, THE ROAD & BRIDGE
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED
FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH
SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
13. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE
ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES
AT ROAD INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER
PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
DRA/NA GE
1;. ALL PIPE CUL VER TS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH
A MINIMUM COVER OF ONE (1) FOOT,
2. STANDARD UNDERDRAINS (CD -1 OR CO -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON
THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
3, ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH
AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED /N
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS
UNLESS
OTHERWISE NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE
ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER
COURSE.
PA YEMEN T
1. AN ACTUAL COPY OF THE CBR REPORT /S TO BE SUBMITTED PRIOR TO THE PLACEMENT
OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED
METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
COMPACTION BEFORE BASE /S PLACED,
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
MEETS REQUIRED GRADATION FOR TYPE i, ll, OR Ill PRIOR TO PLACING AGGREGATE BASE
41. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT
THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE iS APPLIED PRIOR TO 60
DAYS, THE PUGMILL REQUIREMENT WILL APPLY
5. THE USE OF AN AGGREGA TE SPREADER /S REQUIRED WHEN PLACING AGGREGA TE BASE.
65. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION
BEFORE SURFACE TREATMENT iS APPLIED.
77. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
PRIME COAT RC -250 ® 0.3 GAL./SQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED. IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPOR TA TION SPECIFICATIONS,
9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO
NOT ENHANCE A ROAD WA Y'S CAPACI TY OR TRAFFIC SAFETY, SHALL NOT BE PERMI TIED
WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
THE STREETS RIGH T OF WA Y.
BLASTING NOTES
1. BLASTING, WHERE REQUIRED, SHALL BE DONE WiTH CARE IN ACCORDANCE WITH ALL APPLICABLE
FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES
HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE
OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO COMMENCING THE WORK.
2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED
TO AND ANY VIOLATION Of SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE
CONTRACTOR AND/OR DEVELOPER.
3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO
BLASTING SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT
TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF UTILITY LINES
ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOiD DEBRIS AND DAMAGE.
4. PROPER NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE
PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS,
5. BLASTING ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL
WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY.
6. WHENEVER BLASTING WILL BE UNDERTAKEN /N THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY
BE DONE WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF
BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR,
SP 2004-052 KENRIDGE CONDITIONS OF APPROVAL TK 0APPROVEDBYALBEMARLECOUNTYBOARDOFSUPERVISORS10-5-05
1. THE APPROVED FINAL SITE PLAN SHALL BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN SCOTT R. COLLINS,
PREPARED BY MCKEE CARSON, DATED JUNE 16, 2005 REVISION ("CONCEPTUAL PLAN'). (SEE ® No. 35791
ATTACHMENT A). PARKING FOR THE OFFICE USE SHALL BE LIMITED TO THE AREA AND NUMBER OF
SPACES SHOWN ON THE CONCEPTUAL PLAN, IF ADDITIONAL PARKING IS REQUIRED FOR THE OFFICE USE
AN AMENDMENT OF THiS SP SHALL BE REQUIRED. SSIONAL 'F1
2. THERE SHALL BE A MINIMUM FRONT YARD OF TWO HUNDRED SEVENTY FIVE (275) FEET BETWEEN
THE SOUTHERN -MOST STRUCTURE (THE "MAIN HOUSE') AND THE PROPERTY LINE ADJACENT TO ROUTE
250 AS SHOWN ON THE CONCEPTUAL PLAN, SIDE AND REAR YARDS SHALL BE AS SHOWN ON THE
CONCEPTUAL PLAN.
3. ALL STREETS ON THE PROPERTY CONNECTING TO ADJACENT PROPERTIES AS SHOWN ON THE
CONCEPTUAL PLAN SHALL BE CONSTRUCTED BY THE APPLICANT TO AN URBAN SECTION WITH THE
INTENT THAT SUCH STREETS ON THE PROPERTY CONNECTING TO ADJACENT PROPERTIES WILL BE BUILT ¢ a
TO A STANDARD CONSISTENT WITH THE CONNECTING STREET ON THE WHITE GABLES PROPERTY. ALL Z N
o C
STREETS AND PEDESTRIAN ACCESSES SHALL BE CONSTRUCTED TO A STANDARD ACCEPTABLE TO THE t `y
SEWER
COUNTY ENGINEER IN ACCORDANCE WITH THE HIGHLIGHTED SECTIONS OF ATTACHMENT A, REVISED AND } > O
DATED AUGUST 30, 2005 AND INITIALED AS CTG.
LU LU E _
4. THE CONNECTING ROAD EXTENDING FROM THE FORMER ITT PROPERTY (TAX MAP 60, PARCEL 28) w F -V jVANDACROSSTHEKENR/DGE PROPERTY TO ITS ENTRANCE AT IVY ROAD, AS SHOWN ON THE CONCEPTUAL ¢ W w
PLAN, SHALL BE ESTABLISHED AS A PRIVATE STREET IN CONJUNCTION' WITH THE FINAL SUBDIVISION - o C r hPLATORSITPLAN. AS A CONDI TION OF FINAL SUBDIVISIONVISION PLAT OR SITETE PLAN APPROVAL, THE LU
LU
O
APPLICANT SHALL GRANT ALL EASEMENTS DEEMED NECESSARY BY THE DIRECTOR OF COMMUNITY Z 00
DEVELOPMENT TO ASSURE THE PUBLIC'S RIGHT TO USE THE CONNECTING ROAD FOR PURPOSES OF L = Lri G?
INGRESS TO AND EGRESS FROM TAX' MAP 60, PARCEL 28. a > U NL.
Q UW
5. THE APPLICANT SHALL COMPLY WITH ALL REQUIREMENTS OF THE VDOT RELATED TO DESIGN AND = z r- LU V 0 F_ H
CONSTRUCTION OF THE ENTRANCE TO THE PROPERTY, AS SHOWN ON THE CONCEPTUAL PLAN, AND 3: 0 ce Z Z Z
SHALL PAY /TS PRO RATA SHARE O, THE COST FOR S/GNALIZATIDN OF THIS INFRASTRUCTURE pGt~n u. ,
L.
r
LU LU Eg
CONTRIBUTED BY TRAFFIC FROM THE DEVELOPMENT AS FOLLOWS. Z _ Z "t (/ 5" 5"
A) PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL PLACE FUNDS IN ._.. = V "o i w 000UU-) "o
6 Lr? 4. UJ
L. V) U U UOOUESCROWORPROVIDEOTHERSECURITY ("SECURITY") ACCEPTABLE TO THE COUNTY IN AN AMOUNT EQUAL }-- y. i
TO /TS PRO RATA SHARE OF THE COST OF THE SIGNAL WHICH AMOUNT SHALL BE CALCULATED BY THE ¢ U_ rn = O r
DIRECTOR OF COMMUNITY DEVELOPMENT IN THE YEAR 1N WHICH THE SECURITY IS PROVIDED. THE Z LUN r -i N Z z z z o
CD
SECURITY SHALL CONTINUE SO THA 7' 1T /S AVAILABLE TO PAY FOR THE COST OF THE SIGNAL UNTIL TEN t M - O O OCU
10) YEARS AFTER THE DATE OF APPROVAL OF THIS SPECIAL USE PERMIT; SECURITY PROVIDED THAT IS w d- V V U
NOT IN AN INTEREST-BEARING ACCOUNT SHALL BE ANNUALLY RENEWED, AND THE AMOUNT OF THE > Q Ce Ce
SECURITY SHALL BE ADJUSTED EACH YEAR ACCORDING TO THE CONSUMER PRICE INDEX, AS DETERMINED 40 ~
NEWS a aa
UJ CD
BY THE DIRECTOR OF COMMUNITY DEVELOPMENT;
B) IF, AT ANY TIME UNTIL TEN (10) YEARS AFTER THE DATE OF APPROVAL OF THIS SPECIAL USE CPERMIT, VDOT AUTHORIZES /N WRITING THE INSTALLATION OF THE SIGNAL, AND VDOT AND THE COUNTY'S
ENGINEER APPROVE THE SIGNAL'S INSTALLATION BEFORE THE APPLICANT HAS OBTAINED A BUILDING Ui
PERMI T, THE COUNTY MA Y DEMAND PA YMENT OF THE APPLICANT'S PRO RA TA SHARE OF THE COST OF aTHETRAFFICSIGNAL, AND THE APPLICANT SHALL PAY I IS PRO RA TA SHARE OF THE COST TO THE _
COUNTY WITHIN THIRTY (30) DAYS OF THAT 0FMAND. V
M
6. SCREENING ADJACENT TO THE RAILROAD RIGHT-OF-WAY AND ALONG THE WEST AND EAST oOC
z
SIDES OF THE PROJECT SHALL BE PROVIDED AND MAINTAINED AS DEPICTED ON THE CONCEPTUAL oDIAGRAMOFPERIMETERSCREENANDPRIVACYPLANTING, DATED MAY 12, 2005, BY CHARLES J. STICK,
ATTACHED AS ATTACHMENT B. THE CONTINUOUS EVERGREEN TREES NOTED AS LEYLAND CYPRESS o W d
HEDGE ALONG THE NORTH, EAST AND WEST SIDES OF THE PROJECT SHALL BE INSTALLED AT 10' TO 12' w -'
IN HEIGHT AFTER LOT GRADING BUT PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR ANY DWELLING = CLLn 110 tD
UNIT CONSTRUC770N. THE LEYLAND CYPRESS HEDGE ALSO SHALL BE PLANTED ON EIGHT (8) FOOT UU O H Uri of r 75
CENTERS UNDERGROUND IRRIGATION SHALL BE PROVIDED FOR ALL THE PLANTING AREAS SCREENING Z *-{ o o
DEEMED ACCEPTABLE TO THE DIRECTOR Of COMMUNITY DEVELOPMENT SHALL BE PROVIDED ADJACENT TO O " o oTHERAILROADTOMITIGATETHEIMPACTOFTHISDEVELOPMENTONADJACENTPROPERTYANDTHEQ)
IMPACT OF THE RAILROAD ON THiS DEVELOPMENT > Q n,
fle DATE
7. PRIOR TO ANY AL TERA TION OR DEMOLITION OF ANY BUILDING A RECONNAISSANCE LEVEL O 4W
DOCUMENTATION TO INCLUDE BLACK AND WHITE PHOTOGRAPHS AND A BRIEF ARCHITECTURAL i%i 12,15.05 c
DESCRIPTION SHALL BE PROVIDED TO THE SATISFACTION OF THE COUNTY'S HISTORIC PRESERVATION
PLANNER. DRAWN BY ,D
co
8. REGARDLESS OF THE OWNERSHIP OF THE OPEN SPACE AND AMENITIES, THEY SHALL BE MADE J. DALY N
AVAILABLE FOR USE BY ALL RESIDENTIAL AND COMMERCIAL UNITS IN THE DEVELOPMENT.
DESIGNED BY d
9. EXCEPT FOR THOSE ATTACHED SINGLE FAM L.Y BUILDINGS LOCATED IN ZONE A., THE EXTERIORS OF n
A TTA CHED SINGLE FAMIL Y BUILDINGS SHALL LSE EI THER RED BRICK, OR WHI TE PAIN TED BRICK, WI TH S. COLLINS ° GABLE ROOFS. THE EXTERIORS OF BLOCk. OF ATTACHED SINGLE FAM/1L Y BUILDINGS IN ZONE A. SHALL
BE EITHER RED BRICK WITH GABLE ROOFS. THE FEATURES iN ZONE A. SHALL BE REVIEWED AND CHECKED BY mAPPROVEDBYTHEARBDURINGITSREVIEWOFTHESITEPLANFORTHESEBUILDINGS. THE EXTERIORS
OF DETACHED RESIDENCES SHALL BE El THER RED BRICK OR PAINTED WHI TE BRICK. THESE MA TERIALS 75
SHALL BE REVIEWED AND APPROVED BY TI iR` DESIGN PLANNER BEFORE THE ISSUANCE OF A BUILDING • S. COLLINS
PERMIT FOR THE BUILDINGS (SEE A TTA CH'iv%NT C). 75
SCALE L
10. EXTERIOR ROOF SURFACES SHALL BE CONSTRUCTED OF EITHER COPPER OR SYNTHETIC SLATE ,
AS NOTED
17
n)
11. THE NEW VILLA AND TOWN HOME UNITS .51-IALL INCLUDE GARDEN IMPROVEMENTS, GENERALLY AS o
DEPICTED ON THE FRONT GARDEN DIAGRAO. DATED AUGUST 24, 2005, BY CHARLES J. STICK, Co
LANDSCAPE ARCHITECT (SEE A TTACHMENI , MAINTENANCE OF THESE AREAS SHALL BE PROVIDED .Ri
FOR AND REQUIRED BY THE HOMEOWNER'S ASSOCIATION WHICH SHALL BE SET FORTH IN THE COVENANTS , rFORTHISDEVELOPMENT. THE DECORATIVE WALLS, STEPS AND WALKS SHALL BE CONSTRUCTED OF CD
EITHER BRICK OR STONE i
12. TO ENSURE THE RETENTION OF THE MAJORITY OF THE EXISTING TREES IN THE 275 FOOT FRONT
YARD SETBACK DESCRIBED IN CONDITION 2 (LOCA TED BETWEEN THE MATIN HOUSE AND THE ROUTE 250
WEST ENTRANCE CORRIDOR), THE APPLICAN1 SHALL SUBMIT FOR REVIEW AND APPROVAL BY THE s
COUNTY'S DESIGN PLANNER A TREE CONSERVATION PLAN PREPARED BY A STATE CERTIFIED ARBORIST oTHATMEETSTHEREQUIREMENTSOFSECTION32.7.9.4 OF THE ZONING ORDINANCE. THIS PLAN SHALL BE
REQUIRED FOR ALL EROSION AND SEDIMENT CONTROL PLANS, SITE PLAINS, AND SUBDIVISION PLATSCD
V)
13. THE SITE WALL IMMED/A TEL Y ADJACENT TO ROUTE 250 WEST SHALL BE INCLUDED ON ALL o
DRAWINGS THAT INCLUDE ITS CONTEXT ALL GRADING, ROAD ALIGNMENTS, TURNING LANES, AND OTHER o
IMPROVEMENTS SHALL BE ADJUSTED TO INSURE THAT IMPACTS TO THE WALL ONLY INCLUDE CLOSING
THE EXISTING ENTRANCE AND ADDING A SINGLE ENTRANCE. NOTES SHALL BE INCLUDED ON THE -
GRADING, SITE PLANS AND SUBDIVISION PLATS THAT STATE, "THE EXISTING SITE WALL SHALL REMAIN.
0
DISTURBANCE SHALL BE LIMITED TO THE CLOSURE OF THE EXISTING ENTRANCE AND THE OPENING OF Q ° THE PROPOSED ENTRANCE INTO THE SITE. ANY CHANGES TO THE WALL SHALL BE MINIMAL AND H
ARTICULATED TO BLEND WITH THE CHARACTER OF THE EXISTING WALL TO THE SATISFACTION OF THE Z ° ARCHITECTURAL REVIEW BOARD. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS IN THE FINAL° U Li.aBLOCK, THE STONE PILLARS SHALL BE REPLACED AT THE NEW ENTRANCE FROM ROUTE 250. ?
14, THE DESIGN OF ALL SINGLE FAM/LY DETACHED RESIDENCES, INCLUDING BUT NOT LIMITED TO COLORS, H o
ROOFING, SIDING AND FOUNDATION MATERIAL SELECTIONS, SHALL BE COORDINATED WITH THE Cn
ARCHITECTURAL REVIEW BOARD -APPROVED DESIGNS OF THE ATTACHED RESIDENTIAL UNITS, AS z z = oDETERMINEDBYTHEDESIGNPLANNER. _ $ X
O °
a)
15. THE OWNER AGREES TO VOLUNTARILY CONTRIBUTE A SUM OF x'3,000 CASH PER NEW DWELLING UNIT UJU _j TO THE COUNTY FOR FUNDING AFFORDABLE HOUSING PROGRAMS [INCLUDING THE HOUSING TRUST FUNDS LU °
THE CASH CONTRIBUTION SHALL BE PAID AT THE TIME OF THE ISSUANCE OF THE BUILDING PERMIT FOR 0 0SUCHNEWUNIT. THE ACCEPTANCE OF THIS SPECIAL USE PERMIT BY THE OWNER SHALL OBLIGATE THE
OWNER TO MAKE THIS CONTRIBUTION. Ll 0 < 66L
UJ °
16. PEDESTRIAN ACCESS DEEMED ACCEPTABLE BY THE DIRECTOR OF COMMUNITY DEVELOPMENT SHALL i m ° BE PROVIDED TO THE MANOR HOME AND THE CARRIAGE HOUSE Q ® o °
17. WITH THE EXCEPTION OF THE ENTRANCE ROAD, ALL STREETS WITHIN THE DEVELOPMENT SHALL Z o
CONFORM TO THE NEIGHBORHOOD MODEL MATRIX DEEMED APPROPRIATE BY THE DIRECTOR OFE
COMMUNITY DEVELOPMENT. LU
0-1 n O
0 U
a
UJ "
J
Ho
THE DIVISION OF THE LAND DESCRIBED HEREIN IS WITH THE FREE CONSENT AND iN ACCORDANCE AND WITH THE
UJ
DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES ANY REFENENCE TO FUTURE POTENTIAL
DEVELOPMENT /S TO BE DEEMED AS THEORE77CAL ONLYALL STATEMENTS AFFIXED TO THIS PLAT ARE TRUE AND = O 0
CORRECT TO THE BEST OF MY KNOWLEDGE.
Q Q) .1
U
0
OWNER
U
C)
AGENT o
U }'
C0AfAlONTy.EALTH OF VIRGINIA 1)
COU-)VTY OF ALBEMARLE WIT:
o
I, ----------- A NOTARY PUBLIC IN AND FOR THE COUNTY OF ALBEMARLE, COMMONWEALTH OF VIRGINIA, DO c c
HEREBY CERTIFY THAT a) Q
EVERGREEN LAND COMPANY E
WHOSE NAME /S SIGNED TO THE STATEMENT OF CONSENT TO DIVISION HAS ACKNOWLEDGED THE SAME BEFORE ME IN >-
MY ------- AND COMMONWEAL 7H AFFORESA/D. D
U
GIVEN UNDER MY HAND THIS ----- DAY OF ____2003 a;
v
NOTARY PUBLIC MY COMMISSION EXPIRES o
JOB NO. ° n
22816 °
a)
o
SHEET NO. Q "
D
6 of 28
CA
3-
J y , 414 AX
A,-
po
0T2`78
N, v':
I- Zet7,62i,`::S
d-" RANCE
8, FOR- DE SEE GRADIN SCOTT R. COLLINS," I VER Y- hy 0
IV No. 35 (919SIDEWALKDES, G, v
4 Qi $,G
R V M J; ROP Ot-F P
OXAL
I "am 4
r) b
E
T 0
rJ Ch
1132 < U-114AJ <i 0 0L -
z CU-1
UJ F- UJ
u
U>
W6 LLI
L, uJIONr7r- OU00DE300 Lu0 <
u J
LOLLJ
0 >
U) C-
uJ
U pLLj Z V) V) (1)
10PIN" I
Z Z ZF- N
Ce -J F- UJ UJ LLJ
I iji I02
V U') 410 r1 m u 000
U) I. V) u u u
At
r
t0 u LuitF- LL1 Lr) f
LL
u- m z z z z
0
re)
LIN -E AESEEET,-,-7'
000V) uuuLLI610 10
CD
oo F- M
C) ui > Ce 0 ce CD
L LLJ ui Ui Lu
CL CL a
4w
C
C)
5F11DPROP0LOTLIMITS -
0 0iyIceCOMMON, AREA
4,3' 0.3-5 A C.
0
2 1ATAP5
0
L41 f
SEE DETA1L1-----SHE4
6, C/ S TOME S D A LKUSHia, SURFACE _IEW WHI TE GA BL LIS
6HA RL TES VI C
uJ
ziB21060P. 718 >
uJ
Ln t g
0 0
Lu C C <
0.50 A C. -y u
COMMON' AREA
r-4 0 0v
r 6mom- T 0
0. 15'\A C.
7 8 916 P. 2 "7(p
ul) m r4COMMONAREAID5
r - ----- IDB 1 8 P. 3/4J/(P/,J t)' z
V -q 0 0SEEDE A IL
SHE T 19S
DATE
D 0 0
12.15.05
DRAWN BY
coTSIGN
s J. DALYSIGAI ai
J EET
DESIGNED BY
OPOSED RIW TO EXIS TIN ROADIN
TA T1ON: -2+ 6 9 S. COLLINS
0 -ED -,R CHECKED BY
L
0) NOT`NO MOVEMENT OR STORAGE OF HEAVY; 0)
S. COLLINS
UIPMEN ALLOWED SCALETANDMATERIALSSHALLBESTREE' ca/
H,IN,,THE TREE PROTECTION AREAS.
30"
co7
INSTALL GA TE ON W4LKW" CD
OPENING WITH WALL.
f
7P
I0
0n
Q) ryTHEfWSTINGWALLSHALLiSG - )'flLI T LNE'
REMA IN. DISTURBANCE SHALL BEPROPSTAIRWAY V)
LIMITED Tb\THE CLOSURE OF THEENTRANCETOSITE 0
TT 4- EXIS ING T AND HE
0
OPENNG OF THE-RWOPO-SED- 5
INTO THf E.
S/ 0
ENTRANCE SITEETSIGN - T 00, S TRGHTDISANCE >
SIGH T DIS'
Q)
P-4EDGEOFENT11+00
18-1-00 <
i2 + z
L pA?
17 EX/S E) AINT L 16,+00 1 '00
00 44 + 00 (LE& TURN LANE) --------- w
0TTURNiLANE) E
UN'q, EA 0
D0
OUN LANE) >
c')
EA S U. R TT ST BOLAN\E) 7 V)
0 a) 2ob\!
0, (RIGH T LANE) RN LANE (Rd GH T TU 200
50 D
Lij 0
G ESTORA
TAPER zS;,0 R A GE
NOTE: EXISTI G ENTRANCES TO THE PROPERTY TO
uBEABANDONED. STONE WALL AND/OR PEDESTRIAN
ry -m ui 4err% NJ TF=s F=Y1qT1N1r-, PKITPAKV J=-Q Tr) TWI= DGATETOBEINSTALLEDATTHESELOCATIONS,
LINE TABLE
LINE DIRECTION DISTANCE
DELTA
N13*36'55"E 2523'
LO S01*44'48""W 128,52'
Ll S01*44'48"W 50,52'
L2 SOO*04'23"E 5.18'
L3 S18*30'38"W 225'
L4 S86*17'16"W 4,731
L5 N72"25'33"W 8,501
L7 N78009'42'YW 9.91,
L8 N80*03'16"W 145,16'
L9 N79*46'09"W 2.1 2
L10 N51*29'22"W 93,06'
L11 N65*53'45'W 88.04'
L12 N88*15'12'W 267A6'
L13 S20*08'11"W 171.29/
L14 S20*44'27"W 154.77'
L15 S20 -22'43"W 120.88'
L16 S18 -36'45"W 2 4,3 V
CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD
co 3102,,75' 101.71' 50,86' 1*52'42" S00*37'43'yW 101,7V
C1 3000.00' 48,21' 24,10' 0*55'14# NOO*4259'YE 48,20/
C2 5258,89' 6 7,7 4' 33.87' 0*44'17" N01*37'16#E 67.74'
C 3 2000.00' 76,67' 38,34' 2*11'47' SOO*3855"W 76.671
C 4 3608.66' 61,03' 30,52' 0*58'08' S01*02'49`E 61.03/
C 5 130,,00' 90,78' 47.33' 40*00'38fl N21*04'02#E 88.95'
C 6 120,00', 97,03' 151,34' 46*19'36# S17*54'33"W 94,401
C 7 120,00' 49,77' 25,25' 23*45'53,v N06*37'42"E 49,42'
C10 300,00' 8190, 4.45' 1*41'56' N72*55'46#W 8189,
C11 180.00, 106.89' 55,08' 34001'*33" S54*03"35#E 105.331
C12 180,,001 29,57' 14.82' 9*24'42" S32*20'28flE 29,53'
C13 352,84' 20.00' 10,00, 3014'52" N26*30'11"W 20,00'
C18 150,.00' 35.61' 17,89' 13*36'03# N3503858"W 35,52'
C19 150.00' 88,54/ 45.60' 33049'09" N59*21'34"W 87,26,
C20 220.00' 107.49' 54,84' 27*59"40" S65*29'12#E 106,421
C21 180,00, 36.511 11*37'15' N57*17'59'YW 36,451
C22 180.00, 27.30' 13,68' 8*41'24'y N67*27'19#W 27,27'
C23 978.22' 77,47' 38,75' 4*32'15" S68*06'08flE 77,45'
C24 150,00' 52,31' 26.42' 19*58'48" S55*48'44#E 52,04'
C25 192,78' 28,14' 14,10' 8*21'48# N50*00'14#W 28,,12'
C26 192,78' 39.09' 19,61' 11*37'00ff N5905938'W, 39.02,
C27 150.00' 19,78' 9190, 7*33'20" N72*05'15#W 19.77/
C28 15MO' 32,43' 16,28' 12*23'16" N82*03'34#W 32,37'
C29 400.00' 18.47" 9.23' 2*38'42" S19*44'27#W 18.46'
C30 400.00' 57,12' 28.61, 8*10'55" S14*19'39"W 57,071
C31 579,38' 40,61' 20,31' 4*00'58" S07*59'37"W 4 0.6 0'
C32 150,00' 86,63' 44,56' 33*05'23"' N23*44'50'YE 85.43'
C33 150,00' 29,59' 14,85' 11018,16# N45*56'39"E 29.55'
C34 150,00' 50.60' 25,54' 19*19'43" N61*15'39"E 50,36'
C35 150,47' 100,38' 1 52,14' 1 38*13'25" S53*53'21*YW 98.53'
150,00' 1 17.44' 1 13-15'50" S28*06'57#w 34.65'
4/1
0
G\ J A R '[D) A
PROPOSED LOCATION OF TRAFFIC BENCHMARK
SIGNAL TO BE INSTALLED WHEN WARRANTED ELEV.=591.02'
BY TRAFFIC COUNTS. SEE PROFFERS FOR SP -2004-052
PONDS
PAVEMENT
BUILDINGS
COBBLSTONE
BRICK SIDEWALK
GRAVEL SIDEWALK
EXPOSED CONCRETE
LOT LINES
C EXISTING TREES
AREA OF TREES TO BE REMOVED
INDIVIDUAL TREES TO BE REMOVED
I \ \
1,
I
t II \
11,
NOTE: EXISTING SITE WALL TO REMAIN. DISTURBANCE
SHALL BE LIMITED TO CLOSURE OF THE EXISTING
ENTRANCE AND THE OPENING OF ONE PROPOSED
ENTRANCE INTO THE SITE. ANY CHANGES TO THE
WALL SHALL BE MINIMAL AND ARTICULATED TO BLEND
WITH THE CHARACTER OF THE EXISTING WALL. STONE
PILLARS ARE TO BE PROVIDED AT ANY PROPOSED
ENTRANCE TO REPLACE THOSE REMOVED.
BE ABANDONED. STONE WALL AND/OR PEDESTRIAN
GATE TO BE INSTALLED A7 THESE LOCATIONS.
NOTES:
1. ALL LOT DRIVEWAYS ARE MINIMUM 18'IN DEPTH, MEASURED FROM THE BACK EDGE OF THE SIDEWALK.
2. THE NEW VILLA AND TOWNHOME UNITS SHALL INCLUDE GARDEN IMPROVEMENTS, AS SHOWN ON SHEET 23 AND AS 7. ALL UTILITIES INCLUDING WATER, ELECTRIICAL, AND GAS SHALL FOLLOW THE ROADWAYS
PROFFERED WITH SP2004-052. MAINTENANCE OF THES')E AREAS SHALL BE PROVIDED FOR AND REQUIRED BY THE & SERVICE EACH OF THE UNITS UNDERGROUND. SANITARY SEWER SHALL EITHER
HOME OWNERS ASSOCIATION WHICH SHALL BE SET FO RTH IN THE COVENANTS FOR THE DEVELOPMENT. THE FOLLOW THE ROAD & SERVICE THE UNIT FROM THE FRONT, OR IN SOME CASES, ON THE
DECORATIVE WALLS, STEPS, AND WALKS SHALL BE CONSTRUCTED OF EITHER BRICK OR STONE. SIDE OR REAR OF THE UNIT. ALL ELECTRICAL METERS SHALL BE PLACED ON THE BACK
OF THE UNITS.
3. ALL ATTACHED SINGLE FAMILY BUILDINGS IN ZONE A. SHALL BE RED BRICK WITH GABLE ROOFS. ALL DETACHED
RESIDENCES IN ZONE A. SHALL BE EITHER RED OR WHIII-E. THE BRICK SHALL BE OVERSIZED 3-1/2" x 8" OLD VA 8. THERE WILL BE NO STREET LIGHTING FOR'THIS PROJECT. EACH UNIT SHALL HAVE (1)
WOOD MOULDED BRICK OR EQUAL. POST LIGHT & LIGHTING ON THE HOUSE PER THE ARCHITECTURAL GUIDELINES FOR THE
DEVELOPMENT, WHICH SHALL BE SUBJECT TO ARB APPROVAL. ALL LIGHT FIXTURES
4. EXISTING WALL TO REMAIN. DISTURBANCE SHALL BE LINOITED TO THE CLOSURE OF THE EXISTING ENTRANCE AND SHALL CONFORM TO ALBEMARLE CO. LIGHTING ORDINANCES.
THE OPENING OF THE PROPOSED ENTRANCE INTO THE SITE. ANY CHANGES TO THE WALL SHALL BE MINIMAL AND
ARTICULATED TO BLEND WITH THE CHARACTER OF THE: EXISTING WALL. STONE PILLARS SHALL BE PROVIDED AT 9. INDIVIDUAL TRASH CONTAINERS S HALL BE PROVIDED FOR EACH UNIT.
ANY PROPOSED ENTRANCE TO REPLACE THOSE REMOVED.
5. ALL ATTACHED SINGLE FAMILY BUILDINGS WITHIN VIEW OF THE ROUTE 250 CORRIDOR SHALL BE RED BRICK GRAPHIC SCALE
WITH GABLE ROOFS. ALL DETACHED RESIDENCES WITHIN VIEW OF THE ROUTE 250 CORRIDOR SHALL BE 30 0 15 30 60 120
EITHER RED OR WHITE BRICK, THE BRICK SHALL BE OVERSIZED 3-1/2" x 8" OLD VA WOOD MOULDED BRICK OR EQUAL.
6. THE DESIGN OF ALL SINGLE FAMILY DETACHED RESIDENCES, INCLUDING CHANGES TO THE MAIN HOUSE AT IN FEET
KENRIDGE, SHALL BE SUBJECT TO ARB APPROVAL. 1 inch = 30 ft. 8 OF 28 Q)
T) 00
Q) 3:
D 0
0 0 0
E
uJ S
V)
0
r- 0
LLJ 0
Cn C:
Z
0
5 On
ui 00
0
ul) C) U
0 :3
0
0
x
Q)
E
4-
0
Z
C0
D
E
D
0 U)
2
4
CO Q)
JOB NO,
0
0
22816 CO
E V)
SHEET NO.
0
0 - a I.-
8 OF 28 Q)
MATCHLINE N SEE SHEET 10
LEGEND
w w--- PROPOSED WATER LINES
EXISTING WATER LINES GRAPHIC SCALE
30 0 15 30 60
IN FEET )
1 inch = 30 ft.
120
SCOTT R. CO11INS2.0
No. 35791
I
tp
z
DRAWN BY
1. DALY
DESIGNED BY
S. COLLINS
CHECKED BY
S. COLLINS
SCALE
x„=30'
00
Q> CL'
w o
0 V) Z
0
O
C
F --
C) `t-
r_ 0
07
C
z 0
L
U0
Ce
v C
v
F\-4 = -t-+
L- 'L
J
O v
x
z u
f r) u. U 4-1
M0
H ED
0
J 2
Z E
W - L
CnC
o
Ory L
W
Z0
O
F:
2
0
00
v 0
U
9
v
x
vv
v
E
i Q
v
E
U
C
a
o
JOB NO.
v }'
a °
22816 a
D O
SHEET NO. a
9 OF 28
v >
11
o
N E
Z N O
W = w
s U.w
V
F
I-
C W 0 Ma '
o
Z 0C O
Ce>=mo
l n. U)U N i
w
v z V Z N
OLX
a
z
p a OAC (1) _
D
g
Z O=
ON Vi
ULA
U
V)
LU Lr)
w
Q)
Z W N m Z z
O
UJ d U) U
00 m LU a
DATE
Ti
O
vi aA
12.15.05
O ce
tp
z
DRAWN BY
1. DALY
DESIGNED BY
S. COLLINS
CHECKED BY
S. COLLINS
SCALE
x„=30'
00
Q> CL'
w o
0 V) Z
0
O
C
F --
C) `t-
r_ 0
07
C
z 0
L
U0
Ce
v C
v
F\-4 = -t-+
L- 'L
J
O v
x
z u
f r) u. U 4-1
M0
H ED
0
J 2
Z E
W - L
CnC
o
Ory L
W
Z0
O
F:
2
0
00
v 0
U
9
v
x
vv
v
E
i Q
v
E
U
C
a
o
JOB NO.
v }'
a °
22816 a
D O
SHEET NO. a
9 OF 28
v >
11
o
F
I-
o
w E
a O O DUW
Q H V) m cm
Q) Q I O
O
U)q O O
DATE
O
12.15.05
tp
z
DRAWN BY
1. DALY
DESIGNED BY
S. COLLINS
CHECKED BY
S. COLLINS
SCALE
x„=30'
00
Q> CL'
w o
0 V) Z
0
O
C
F --
C) `t-
r_ 0
07
C
z 0
L
U0
Ce
v C
v
F\-4 = -t-+
L- 'L
J
O v
x
z u
f r) u. U 4-1
M0
H ED
0
J 2
Z E
W - L
CnC
o
Ory L
W
Z0
O
F:
2
0
00
v 0
U
9
v
x
vv
v
E
i Q
v
E
U
C
a
o
JOB NO.
v }'
a °
22816 a
D O
SHEET NO. a
9 OF 28
v >
11
o
E
C3
I'D
Y)
r
4
Or*
0
I
O
n
D
0
ry
U
Z
0
M
F-
4-
0
tll
0
4
00
9)
CL
x
0)
Q)
O
fl
O
O
ri
O
O
O
41
0
O
O
OO
O
CL
30
GRAPHIC SCALE
0 15 30 60
IN FEET )
1 inch = 30 ft.
120
i i=m=Ki n
775- EXISTING GRADING
71
PROPOSED GRADING
EXISTING TREES
AREA OF TREES TO BE REMOVED
INDIVIDUAL TREES TO BE REMOVED
NOTE: BOTH EXISTING AND PROPOSED CONTOURS ARE
SHOWN AT Z INTERVALS
1. EXISTING WALL TO REMAIN. DISTURBANCE SHALL BE LIMITED TO THE CLOSURE OF THE EXISTING ENTRANCE AND
THE OPENING OF THE PROPOSED ENTRANCE INTO THE SITE. ANY CHANGES TO THE WALL SHALL BE MINIMAL AND
ARTICULATED TO BLEND WITH THE CHARACTER OF THE EXISTING WALL. STONE PILLARS SMALL BE PROVIDED AT
ANY PROPOSED ENTRANCE TO REPLACE THOSE REMOVED.
2. VEHICULAR, HEAVY EQUIPMENT TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOILS SHALL
NOT BE PERMITTED WITHIN THE DRIPLINE OF TREES TO BE SAVED.
DRAINAGE DESCRTPT1rn7VS
No. DIA.
lin.)
PIPE
LENGTH SLOPE
ft.) (%)
INFORMATION
INVERT INVERT MATERIALINOUT
INLET
INLET NOSE
TYPE TYPE
INFORMATION
INLET SLOT
STATION LENGTH
RIM *
ELEV.
COMMENTS
120 333.00 1.67 613.79 608.24
1 „ = 30'
DI -38 8.0 646.00 VDOT STD. ST -1 READ.
119 15 160.74 4.06 630.75 624.23 CL. !!l RCP 10.0 613.46 VDOT STD. ST -1 REQD.
219118 39.44 5.70 605.60 603.35DI -2B 8.0 632.17 VDOT STD. ST -1 REQD.
117 15 121.47 3.73 620.23 615.70 CL. ll! RCP 8.0 609.59 VDOT STD. ST -1 REQD.
2171116 31,51 2. 31 601.17 060 .5
Quj0JM
w 00
0
DI -2B 2.0 620.40 VDOT STD. ST -1 REQD.
115 15 24.76 2.83 611.70 611.00 CL. !1! RCP 4,0 607.57 VDOT STD. ST -1 REQD.
215114 27.71 1.44 600.4 600.00DI -2C 10.0 617.54 VDOT STD. ST -1 REQD.
113 15 45.44 2.64 607.00 605.80 CL. lb RCP 18.0 605.20 VDOT STD. ST -1 REQD.
213112 53.73 0.93 598.00 597.50DI -28 4.0 615.57 VDOT STD. ST -1 REQD.
111 15 136.71 2.27 601.80 598.70 CL. !l! RCP 14.0 603.34 VDOT STD. ST -1 REQD,
211110 70.27 2.13 596.50 595.00 CL. !ll RCP MH -1DI -28 8.0 605.15 VDOT STD, ST -1 REQD.
109 18 34.38 2.04 597.00 596.30 CL. Ili RCP 4.0 601.20 VDOT STD. ST -1 REQD.
209108 17 96 1.22 592.87 592.65 594.5DI -28 8.0 603.58 VDOT STD, ST -1 REQD.
107 18 87.34 1.37 596.20 595.00 CL. Ili RCP 6.0 601.20 VDOT STD. ST -1 REQD.
207106 35.07 1.43 592.00 591.50 603.45DI -28 4.0 600.63 VDOT STD. ST -1 REQD.
105 18 22.71 2.20 591.00 590.50 CL. 111 RCP DI -28 6.0 611.50
206ADet96178.00 0.50 584.00 583.11 CORREGA TED
206104A3020.53 2.48 583.01 582.50 CL. ill RCP 4.0 589.50 VDOT STD. ST -1 REQD.
205104 175.74 0.50 585.50 584.62 CL. 111 RCP CL. 111 RCP0l-1 594.00 VDOT STD. ST -1 REQD.
103 3O 138.41 0.94 580.60 579.30 CL. 1!1 RCP 4.0 589.50 VDOT STD. ST -1 REQD.
203102 147.03 2.04 583.00 580.00 CL. 111 RCPDl -7 4.0 583.68 VD0T STD. ST -1 REQD.
130 15 24.69 0.81 637.00 636.80Dl -7DI -28 6.0 600.63 VDOT STD. ST -1 REQD.
129 15 1 8.80 5.68 595.50 595.00 CL. !ll RCP DI -38 6.0 641.28
226132 15 56.93 0.70 636.70 636.30 11
DI -2B 10.0 617.69 VD0T STD. ST -1 REQD.
131 15 31.97 2.19 605.701 605.00 CL. N RCP D1-38 8.0 644.36 VDOT STD. ST --1 REQD.
N0. DIA.
Iin.)
PIPE
LENGTH SLOPE
ft.) (9)
INFORMA TI ON
INVERT INVERT MATERIAL
IN OUT
INLET
INLET NOSE
TYPE TYPE
INFORMA TION
INLET SLOT RIM *
STATION LENGTH ELEV.
COMMENTS
221 15 333.00 1.67 613.79 608.24
1 „ = 30'
DI -7
o
611.00
220 311 15 35.44 1.41 606.50 606.000I -2B 10.0 613.46 VDOT STD. ST -1 REQD.
219 15 39.44 5.70 605.60 603.35 D! -3B 10.0 1 612.29
218 309 15 25.34 11 602.90 602.75DI -2B 8.0 609.59 VDOT STD. ST -1 REQD.
2171 15 31,51 2. 31 601.17 060 .5
Quj0JM
w 00
0
DI -33 1 6.0 612.29
216 307 15 123.22 0.89 600.10 599.00DI -28 4,0 607.57 VDOT STD. ST -1 REQD.
215 15 27.71 1.44 600.4 600.00 DI -3B 10 603.19
214 305 18 32.361 596.30 1 596.10Dl -2C 18.0 605.20 VDOT STD. ST -1 REQD.
213 18 53.73 0.93 598.00 597.50 DI -38 10 603,19
212 303 18 14.86 1.35 596.00 595.80DI -28 14.0 603.34 VDOT STD. ST -1 REQD,
211 18 70.27 2.13 596.50 595.00 CL. !ll RCP MH -1 602.30
210 301 8 34.59 1.45 595.00 594.50DI -2B 4.0 601.20 VDOT STD. ST -1 REQD.
209 18 17 96 1.22 592.87 592.65 594.5
aw
208 316
00
Dl -7 6.0 601.20 VDOT STD. ST -1 REQD.
207 30 35.07 1.43 592.00 591.50 603.45
W
Det 96 178 0.50 590.18 589.29 CORREGA TED DI -28 6.0 611.50
206A 30 39.36 0.51 589.18 588.98 CL. !ll RCP CL. fl/ RCP
206 2241
Dl -1 4.0 589.50 VDOT STD. ST -1 REQD.
205 30 175.74 0.50 585.50 584.62 CL. 111 RCP CL. 111 RCP
204 222DI -7 4.0 589.50 VDOT STD. ST -1 REQD.
203 30 147.03 2.04 583.00 580.00 CL. 111 RCP DI -38 6.0 641.28
202 127 15 24.69 0.81 637.00 636.80Dl -7 4.0 583.50 VDOT STD. ST -1 REQD.
201 30 37.32 0.80 577.30 577.00 CL. Ill RCP DI -38 6.0 641.28
226 125 15 56.93 0.70 636.70 636.30 1DI -28 8.0 614.96 VDOT STD. ST -1 REQD.
225 15 26.19 1.00 607.86 607.60 CL. N RCP D1-38 8.0 644.36
T)RATNAr-'TP 7?f'"_T?T]::?'Tn71%T;:
N0' DIA.
lin.)
PIPE
LENGTH SLOPEI (ft.) (%)
INFORMATION
INVERT INVERT MATERIALINOUT
INLET
INLET NOSE
TYPE TYPE
INFORMATION
INLET SLOT
STATION LENGTH
RIM *
ELEV.
COMMENTS
312
SCALE
1 „ = 30'
DI -7
o
611.00 VDOT STD. ST -1 READ.
311 15 35.44 1.41 606.50 606.00
0
310 D! -3B 10.0 1 612.29 VDOT STD. ST -1 REQD.
309 15 25.34 1 0.59 602.90 602.75
o Q
WW
w0 n
0
308
u O tV
Q
Z
Quj0JM
w 00
0
DI -33 1 6.0 612.29 VDOT STD. ST -1 REQD.
307 15 123.22 0.89 600.10 599.00
wrzmVN L.
306
O O
I DI -3B 10 603.19 VDOT STD. ST -1 REQD.
305 18 32.36 0.62 596.30 1 596.10
1-
OSO
304
Z
1
0 d CC un
DI -38 10 603,19 VDOT STD. ST -1 REQD.
303 18 14.86 1.35 596.00 595.80
302 MH -1 602.30 VDOT STD. ST -1 REQD.
301 8 34.59 1.45 595.00 594.50 CL. !ll RCP
O
30O 24 34.59 1.45 595 594.5
aw
316
00 T
4
DI -3B 10.0 610,50 DOT STD. ST -1 REQD.
315 15 47.26 0.74 603.80 603.45
W
314 DI -28 6.0 611.50 VDoT .STD. ST -1 REQD.
313 15 23.72 1.48 603.35 603.00 CL. fl/ RCP
224 DI -28 8.0 622.06 VDOT STD. ST -1 REQD.
223 15 21.40 0.93 615.50 615.30 CL. 111 RCP
222 DI -2B 8.0 622.06 VDOT STD. ST -1 REQD.
128 DI -38 6.0 641.28 VDOT STD, ST -1 REQD.
127 15 24.69 0.81 637.00 636.80 CL. 11/ RCP
126 DI -38 6.0 641.28 VDOT STD. ST -1 REQD.
125 15 56.93 0.70 636.70 636.30 1 CL. Ill RCP
124 1 D1-38 8.0 644.36 VDOT STD. ST --1 REQD.
123 15 73.57 1.02 636.20 635.45 CL. lIl RCP
122 DI -38 6.0 646.88 VDOT STD. ST -1 REQD.
121 15 77.34 0.78 635.35 634.75 CL. I!l RCP
120 D1-38 8,0 646.00 VDOT STD. ST -1 REQD.
142 DI -3B 4.0 644.44 VDOT STD. ST -1 REQD.
141 15 26.03 1.92 640.00 639.50 CL. lIl RCP
140 i DI -38 4,0 644.44 VDOT STD. ST -1 REQD,
139 15 72.77 1 4.26 639.40 636.30 CL. NI RCP
238 D1-38 6.0 627.35 VOOT STD. ST -1 REQD,
237 15 52.20 0.52 619, 87 619.60 CL. N RCP
236 DI -38 6.0 623.72 1 VDOT STD. ST -1 REQD.
235 15 1 89.45 10.75 619.00 1 609.38 1CL. ll! RCP
MATCHLINE " SEE SHEET 12
rv ,
SCOTT R. COLLINS Z
No. 35791 11 1
IONAL E
Q O E
S. COLLINS
CHECKED BY
Z N .
SCALE
1 „ = 30'
o
i
o
0
V
S
ILL.
W Ocooo Q
WW
w0 n
0 F- u O tV
Q
Z
Quj0JM
w 00
0 0 i O O
cy
wrzmVN L.
O O
U
wLu
M z
tom- tom-
1-
OSO Z Z Z
0 d CC un 5"i
Z Z d' i R 7- x
i
m
z w cU H z z z z
O
000
aw oC
00 T
4 aaa
4w
W
vi
O
O W
w
J. DALY
DESIGNED BY
S. COLLINS
CHECKED BY
S. COLLINS
SCALE
1 „ = 30'
i
0
L>u E
U ILL.
W O coooQ
0 F- u O tV
O 0 0 i O O
O O
DATE
a 4j
12.15.05
J. DALY
H
z
T5
CL
5 W
WOC.
D uj aC
Cie Z
Lu
co
J
Q 0
U
W P CD
0 z
Ce
i
W
J
J
tai
J VW
C) Q
7
JOB NO.
22816
SHEET NO.
11 OF 28
E
d
Ln
0
0
0
0
cd
0
0)
75
d
L
a
C5
z
0
d
J
m
S
cn
75
d
L
m
i
co
Cu
0j
s
2
i
a
75
0)
C,
Go
0v
Cu
0
r
DESIGNED BY
S. COLLINS
CHECKED BY
S. COLLINS
SCALE
1 „ = 30'
i
H
z
T5
CL
5 W
WOC.
D uj aC
Cie Z
Lu
co
J
Q 0
U
W P CD
0 z
Ce
i
W
J
J
tai
J VW
C) Q
7
JOB NO.
22816
SHEET NO.
11 OF 28
E
d
Ln
0
0
0
0
cd
0
0)
75
d
L
a
C5
z
0
d
J
m
S
cn
75
d
L
m
i
co
Cu
0j
s
2
i
a
75
0)
C,
Go
0v
Cu
0
r
d
0
Q
I
0
0
N
D
0
N
I
U)
75
d
0)
C5
Z
O
O
d
J
m
m
75
d
L
m
I
10
co
N
N
d
N
N
F'
75
N
m
N
y
I
ID
OJ
N
N
0
d-
ry
o ti
p
n O
O Z
O
o -5
C
f—
O ti—
C O
O C
O C
a
U
O
C
O
O
y V) cn
o
xx
Q)
Q)
a 4-
y
oog
a
a -1
C v)
a o
U
I7
C +'
6 V)
C-
0O
D U
D
n C
5 .0
O
C
O
U
O i
Q +' Cf)
NC
O
V
D O
U
N N
O +
S E
Q) +
U O
C
C
E
O
O n
0
U
Q) .C-
O
V >
OCO Q)
co O
O V) 4.1
O
C
O
N
C V)
O O
Q
Q) O_
N
C
E
d
0
1710
i
0
0
CLI
t17
0
I
L C
Q)
41
1-3
650 640
t r7
Q) Q)
Qrn
LO Lr) (z)
Q)
Lo ai (Z
Q) . N'll Q)
CN m. 0) N TH 0Q) IN
Q . z
q, 0 6jo
In - :.,: :
Q) iz) (z) (z co co co a (0 co
IZ_$ :zI610Q) Z ko LID Lr) L() Q (Z (n (r) (Z SCOTT R. COLLINS ZTr 0) (3) N
tf) (Z Q) (Z ZLo _ + 0 ko (Q _ Z)
z) Q) L6 Z) v- 0 I-_ 1-5 Lr)
NOD
2 1c") Q) 00 (z) rn No. 35791
lz ; ui U) 2 WR) Q) Q (z) n 10 Lo
LO Q)
LO toCL411 ; : -,: : .,: 650, LO (z) (z) 64 (P (z) .0630Q) 7 Q) (0t4) n - Q
ko Ld Q)
qty 0 Ld if) z 4-)
Q_j Q)
SSI01VAL EIS
C u N_ N (z; tr) 0)
C0Q (Z 03 r-) N: ko Z) (z) 11) Lr) CN Q) LO IZ) (0z) SONO (a Q IQ) CZ , Q)
L0 Lr) N Z) cz) Lr) 0i I-_
C Q) Cc< ;
Q)
L Q) Q) -4 - t6
Q) 7 K, (Tu) 620 Q'
Q.
600
N: Lo (z)
650
C)
LO 610 0i Ln21
z:
gZ) 600 N
LO lc; to co (Z C) 0Q_ CnzrinLojo[ N 640
Q 0z) 8 CL, 620
n W//
uj Lu E
oe 527 > E
n Qj 8 CL, 52
D. I. TR. 112 7 F- m U.) Q) WIL 610 U. Lu24.69 L F, U. Q) aj
0Q) Q)
I
590 10 czs 0. 81X 0
O %-- 64 Lu
Q) < JCocoCCI!_ R( "P 2. 0' 60C zNDERGROUIDETENTIONcvZ) S TR. 23 ( S TR. 141 -1AREA#1 C -:> /m. 590 TE 0 13 = (7) La
S TR 106A 71.06 L. F P ; : : -- : \ 26.03 L. F. 3.80 L.F.
01
cl_ CL u N CD
16.01X Lo 630 s S TR. 305 < (D Lu0- . 139 4, 17.08 L.F. 620 1.927. 5. 689 u Z UO) V) V) 15in, RCP 610 72. 77 L. F. SIR. 311 32.36' rl_
17567, 15in. RCP 44- P ILUU V 0 F- uIi15in. RCP 4.257* 35,44'
CL 0.627. 0 w X P.-I Z Z 13Z852F- LU LU 024in.RCP ---------- N 15in. RCP 0.977. o- ,Dce
u-, 2: 2: CED, L WIL 18in. RCP 0
0 C N Lo STR. 225 Z "r178.00 L.F. Q) 151n. RCP z U) 13C m: 2: z CD
Lo N M w 0 00.5 SIR 10 tA Q 215. 19 L. F. Ll) tD L. u uceLqLo (z) (z) 1.00% 600961n. CORREL, 4 TED PIPE LO C.),z) r6 STR306 TO STR304 - LLJ Ln rz- .0) -.01 STR130 04: u-
20.53 L. F.
ISM. RCP TO STW706580 --2.46A' (Z N v-.: Q lz it) P.-I U- F-1 0-4 z z zk::: 2 Ld Q) Q) Q) STRI28 r 170 630 z LU pp30in.R6`P STR 103 S TT. 2, 3 1 (n TRI 26 4 0
138,41L.F. 45.60 Lu V) U USTR31, Of TO0.949 A 15.5J7. LO
Q3 > UJ >
304n. RCP 15in. RCP (nIQ) (Z 00 Im uj Lu uj 0610600Q) w CL Q_ in.
Qi r<
D_
V. o) ST 14,2 YV STA724 c)o "
LO LO LO C
SIR 103 10+00 L/i23.48 L.F. P 1+00 0+00 (A
ASTR.2c0. 510.1 STT. 9 CST 22, 5 TO:z- cL 1
0
4->
prp 59.85 L.F. 10+00 110+00 ce
570 10.757.
151n. RCP C5
V:
to (0
F- 0
A57R106 TO OUT 600 S TR. 227 a
C
82. 19 L. F. Lu
3.04% 1+00 0+00 640 > Lu E
15in.RCP P-4 Ln ko ko
10+00 Ck.
UJV0 Li 0 75LEGENDr-4 0
C\ z 4) , * _pJv_ N M Lo0 >
0
CNN ! Ln 4) PROPOSED C/L GRADE
Cc to Q Ld DATE
EXISTING C/L GRADE Q 0)a 4)
Q; V: 0 4-
0) 0) 00 ONO Q + 12.15.05 0
LO Lo LO STR234 TO STJ ?214 EXISTING GRADE 110' RIGHT OF C/L Q) Z
LO zz :z gzQ. :,: (:) 590 Q) C-LNLO, DRAWN BYLlLlEXISTINGGRADE110' LEFT OF C/L N
630
0010+00 11+00 12+00 13+00 14+00 Q) LOrnNI
Q_ (n in S. SAUNDERS (j
ln (z)
0-1
U-) Q)
L+0
C0 A
NOTES _,n Q)_ N :,z>- z 8 C5iWQ - I DESIGNED BY71620620
6 %: n 6 (0;: :: k
5 ::-. 1; 6 CL. 52 E
z zt z Zt
620 AND SANITARY SEWER LINES, Q) - mo D.I.WIL
Z) -A MINIMUM OF 3' OF COVER MUST BE MAINTAINED ABOVE WATER
w S. COLLINS
QN -CONTROLLED FILL WITHIN STREET RIGHT-OF-WAY, PARKING (0 (n 19- (n (n - 3.0,
ai Izs N 8 CL. 52AREAS, AND UNDER UTILITIES BACKFILL COMPACTION SHALL BE A 4 0) C6D. I. W11 . (Z " CHECKED BY
DION (0- MINIMUM OF 95% OF MAXIMUM, +v- (
75rz) N Q5
z S. COLLINSornLOC-L
rl eZ!
Q -_j
ul-% I_ I
I - 10+00 11+00 12+00 J. 0, U)R18i5C6620 (n
S TT 2J; SCAL; HORIZONTAL 1.2i-: CL Q) 52.20 L) 17
QL 1"=50'(H) 0)
Ln GRAPHIC SCALE 0.527.
l5in. RCf 1"=5' (V)
50 0 25 50 200 r - l!
11
610 610 .0 8" -L. 52 ---1
00D.1. WIL
0i610kzmSIR. 131 cu0
8 CL. 52 1. 25' 1INFEET28. 0 L. F. K "Zi- 00
to CDD. I. W IL1inch = 50 ft. 1.617
Lo 957S COMPACTION LIM- 15in. Ror) Cp
Q) N -g L0 REQUIREL) + VERTICAL
IC0 J1 I q () (\I
1.1
z) 2 / S TR. 1,37GRAPHICSCALE 610---
2141 L. F. Q)
5 0 2.5 50 10 20 0
Q) 15 h RCP S TT 235
600 89.4 5 LF Q) ry600CD
IN FEET 10.757.
600 ;11 1 / - 7c61inch51t, C-0 LID 00 LO Cz) (0 IV) 0
00 . 00 z S TT 225 4-
LID LID "t Lr) 0
Z>Z) + 26.19 LF
Q)
Z 1.007
Q) 0615in. RCPU) (n v__ Dl CHARGE APRONS SHALL
SIR 209 600 co
Q)
IZ96 L.F. Sr _138 YO STRI36 C
Q)
PROTECTION PRIOR TO z 0
1.22101 R LEASINIG RUN-OFF ONTO
UNOE'N GRDl&_Q_4QE TEN 7`70>- L) C) Lr) 4 r7) f7 (D r) C18M.RCP' THE FIL TER MED/ A STj V 32 TO S'A?RI L, cAREA #2 kr) _
L Z)
590 590 '35CNZ) .
3" OF PEA (,IRA VEL sl ll >
590- 2ul
L -
SNAtt 0E ?IDI.Aff-5
U)
N) 1() M_ 03 uj 'D V) ti E TWEEN THE FIL TER (6 Os txi35.07 L F U)
0) Q) Q) Q)
z1.25 MEDIA A NL THE LO LO (a Lo L() 0)21.433 UNDERDRAIN MEDIA x
Q) Cs30in.RI(P DET. IN - DET,? OUT 9 tg LL
206A (6 120 -4 (z (0(0 Lu 0 Q)
Q) 178. 00 L.F. C4 1 0 u
C\l 3.9- 36 CI i-AN-OUT IY Tnp ng"_ 1+00 0+00 1+00 0+00 0 Q) -4-
I Jy '1103 0 -
Z
DAM '
0
14 0.501wo - WATERTIGHT WEIR IIEV= 579.000.507. ST? 2053)(D uj 04) 96 CORRELATEE PIPE C) CA 0 (TYP.) ELEV 1' DECORA VE ROCK
10+00 11+00 12+00 0 CL 030in. RCP 175, 74L. F. 580.5 <
0.507. L.F.LE (0; FIRST FLUSH A OVER CDN RETE OUTFALL 2: Q) i 650 030117. RCP WA TER SURFACE CHANNEL. EL. = 5 79. 0 Lu
2 049. ELEV= 578.00 WID TH=4' uj
580 0Z < 0Q) RCP ST? 201-1k OPE 4$ WIDE CONCRETE WEIRrl 37 F - - - - - -
1___ -
Ln OUTFALL CHANNEL Q)
Ln 0.60/0.1 t LJJ 0 0Q) (
A30i .RCP op
FN Z- zEXISTINGGROUND
C AENERGYDISSIPATOROUTLETV LO - Ld
ui
n 14- Q
INV OUT 572.50
Wmu1F_(;1707v VUOT C;/-A55 7519
N CL 0578.50 (L
E 1 RIPRAP (TYP.) 630
0CWIGEOTEXTILEMN. L C)o + FABRIC LINDERLA YMEAT Z) 8 CL. 52
N ILL 0L=20 W=27'p D=,?' EXISTING 36"
Cl) -
640 + D. I. WIL Z3QLz) 00 Z3M)N. 1 0150' N-
CUL UE T
Q
zl (3
BO TOM OF 810f _lL , 1: _:
570 1 - / I F; Q- :_: P i: __3
r_ L r_ V. 7:t 0 L, :2
600 F-_ 4'-6" PERFORATED SCHEDULE UD INV SLEV.= uj
UNDERDRAIN GRAVEL 40 PVC PIPE OR E I VAL EN T 573.25 --INSULA TE WAL 0
A >' SHTO N43 MIN. AAA2 I 07o SLOPE (IN.) TO DI LUCK 810-FILTER A41X CR TESTED 10 LF EC CLASS 1 08CL. 521 ' ABOVE & BELOW OR ST0l?M` DRAIN PROVIDE AND APPROVED EQUIVALENT TOP < Q)
UNDERDRA IN PIPE) D. I. W1 RIPRAP 2' DEEP' 1.5, 20 LF EC CLASS I
C) A CROSS ENTIRE WID'rH @ FIFV= .577on ITYP QFPTP= RIPRA P 2' DEEP V) 0
20' 0. C 2.0' SL OPE 0.007 J. 0, 620
0
3.0 MIN. S TIT 30 0
630 85.30 L 0
1, 75' 0.51
Q8/0- f YL TER-4f I CONCRETE OUTFALL CHANNEL TO 15 in. DBL RGP Q)
560 T0AA/C/TlnAl 1AIT;L y4STA41g 1313"
I E2.75' 590
Q) 4 CL. 52 S TR. 223 0
L . I. WAL 21.40 L.F.
E 0. 9J7. STR210 TO OUT S, TR, I
26. 00 L F. 2.5
150.
93
5RCP
1.86 -1610CP15in.
y
620 TR ?24 T STR ?22 S R, 3060
0 >
Cf) (1)
U) 0
O 0 V)
JOB NO. 4
Lr) N N Lr) N
ai (s S TRI 3 4 TO STRI16Cy) n (z) Q) u22816LOLIDLOLO11)
140)
LO LID 4) Lo LO Ln L0 ai (6 lll
O
0) (3) % % LO (0 Ln V) LO 0
SHEET NO. -a
0
1
1,39
L.F.
Ti;,
22
0
2
5, --\L
W
X52
797
L _\ I
71
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 15 OF 281+00 0+00 01+00 1+00
d
Co
T)
a
I
0
0
CLI
l
0
s
L
75
75
d
a
F
C5
z
1
O
d
J
m
75
F'
a
a
S
a
O
L
I
D
r-,
CO
Cu
Oj
C5
a
h'
D)
a
m
75
Cl)
y
I
v
v
ZD
s
675
ZD
IN
0..
D
0
CD
V)
z
0
O
Q)
O
U
U
3
U)
U)
N
X
N
U
r
T,
O
O
C
O
U
i
O
U
O
O
O
4-
U
D
O
U
O
O
N
O
r)
N
U
i
N
N
O
O
N
U)
O
Q
C
O
s-
I
0
0
Cu
cd
0
O
6
J
3
q
0
LO
CU
I
I—
I
V)
X
I
Z
I
U
co
Cu
CU
d
CL
Q)
75
S
N
y
I
co
CU
1j
d -
CD
C2
Uj
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4- MIN
k BRANCH
12"
2)'
FLEXIBLE CONNECTION NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
CONNECTION BOOT
INSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH 'TIE IN
NTS
FIG. S• -1-B
8"MIN
EMBEDMENT
SPRING LINE
OF PIPE -
NO. 68 STONE
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 6* IN ANY
DIMENSION
INTIAL BACKFILL*
6- LIFTS)
THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
HAUNCHING
BEDDING 6* max
4' min
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4- BEDDING OF NO. 68
STONE SHALL BE PROVIDED'
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE,
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
PLACE 5' GALV. WITNESS POST PAINTED
BLUE TO INDICATE VALVE LOCATION AS
0 DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL
FINISHED GRADE
11 ADJUSTABLE VALVE BOX W1 LID
II BINGHAM & TAYLOR FIG. NO. 4905
U (SCREW TYPE) OR APPROVED EQUAL
3
2
M.J. GATE VALVE -
WATER
p
LINE
2500 P.S.I.
CONCRETE 4 2'x 2' BEARING AREA.
THRUST BLOCK 4
4 A
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W-5
TD -18
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
4' 24INITIALBACKFILL
MIN WN. MIN.
6* BEDDING
68 STONE
STABLE SOIL ROCK
SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
68 STONE.
FOUNDATION IN P4= SOIL UNDER -CUT CONDITION
14V M f INITIAL BACKFILL
UNSTABLE Ij. 'a.
SOIL _Et MIN. MIN. #
68 STONE
8 STONE1%
T Ck. STABLE SOIL OR ROCK
OTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
1THE INITIAL BACKFILL. SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
N ILI MIN.
q7 r 7USIN
NOTE: HYDRANT MUST BE
KENNEDY GUARDIAN (K-BIA) EQUIPPED WITH CHARLOnES-
MUELLER CENTURION (A-423) i VILLL THREADS W141CH IS
OR APPROVED EQUAL LOCAL STANDARD.
OF BRANCH VARIES
6, MIN
2' To IV270)
7 CU. CU. VEVE BOX
GRAVEL
N6* GATE
VALVE
TEE
2500 P S.L CONCRETEBASEAD ?HRUST
BL= AGAINST
UNDISTURBED STABLE
SOIL.
STEEL PILE
1 4 THREADED RODS ToWHENMESOLISDISTURBEDORWHENMINALLINSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, O/H(R RODS SHALL BE GALVANIZED
4THEVALVETOTHEHYDRANTWITH OR ASPHALT COATEDTHREADEDRMINAODf7XWTOPOURING
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL $L"T
KQ-T_E
I. SURROUND WEEP HOLES VATH CRAWL AND KEEP FIRM OF CONCRETE.
2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FM HYDRANT
3.
FMCLUOiNG CATCHES
INISHED OR DE SHAL)L SLOPE AWAY FROM THE FIRE HYDRANT AM
VALVE. BOX.
4, THE GATE VALVE IS ALLOWED W SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED W THE DITCH.
S. Fire, hydrants abAU be installed at locations where
weep holes are above the Prevallins groundwater elevation.
If required to be in wet areas, the weep holes shall be
plugged and the hydrant shall be pumped dry,
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
NJ4.
FIG. W-4
TD -17
Effective August 18, 2005
SEWER SERVICE LATERAL CONNECTION NOTES
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO ME MANHOLE.
2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE
CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY *SEALTITE",
OR AN APPROVED EQUAL
3.WINIMUMOTRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X (1/4-
PER FO
4.ALL SEWER LATERALS SHALL HAVE A MINIMUM
DIAMETER OF 4". 2- MIN
5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET,
SALT
TREATED
2 x 4
MARKERFINISHEDGROUND
SALT
TREATED
X
PLUG END OF
MAIN LINE -j SERVICE LATERAL
SECTION
4 Ve
IN LINE WYE -TEE
PLAN
VARIES
TYPICAL SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC,
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY,
I rl
WATER SEWER
20 -
P
LOCATION OF OTHER UTILITIESL (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM
WATER & SEWER - 30' MINIMUM
SEE PART 3, PARAGRAPH Di SEPARATION OF WATER & SEWER LINES.X
UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT
90' TO THE RIGHT OF WAY,
UTILITY LOCATIONS & EASEMENT WIDTHS
NTS
FIG, V-1
PIPESLOT
2 PLACES)
COVER LIFT NOTCH
12 3/8"
WATER
CAST IRON LID
18" METER BOX
6" EXTENSION
BROOKS
2200 SERIES
NOTES,
1) UNPAVIED AREAS (PREFERRED LOCATION)' PLASTIC BROOKS 2200 SERIES WITH
V EXTENSION OR APPROVED EQUAL
2) PAVED) AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR. No. 6015-8
OR APPROVED EQUALSE 6* OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24".
3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
TYPICAL METER BOXES
5/8"-1" METERS)
NTS
FIG. W-7
177 - Ll
g7t;
L to0
Aw a
0i - 1; a
0
TYPICAL MANHOLE FRAME COVER
NTS
FIG 5-1-0
Li
TO -4
Effedve Auqus(16, 2005
FOR ALL BENDS FOF
WIDEN TRENCH TO
ACCOMMODATE
ANCHOR IF
REQUIRED.
4G AS
IIRED
SECTION 1-1 SECTION 2 -
PIPE DEGREE
FRAME & COVER
VOL
SEE FIG, S-I-D,E)
VOL
SIZE
STREET SURFACE OR
FEET I
NON -PAVED AREA
SLOPED AREA
CU.YD.
IV Y- S-tv V- -IY• 4'-W.2 1/2- We
V-0- MAX
4"- 6"r- 3.-0 r- 1* -6 2'-811 1/4'
WEDG-LOK" TYPE
H
RUBBER COATED STEEL
STEPS OR APPROVED 3* -6" MINEQUALCASTINPLACE
314'-W15'-aj2
PRECAST REINFORCED
2.50
CONCRETE SECTIONS 11 2_M 11 N
3.01
0" RING SEALS AAX
MINIMUM ELEVATION'
DIFFERENCE: ACROSS M.H. 5" 4'-0..
FROM INLET TO OUTLET
2.00
SHALL BE 0,20 FEET,
2.60
DEPTH OF FLOW CONCRETE -_-_--1,-,
1FILLETS
VAVARIES
CHANNEL TO 8E
3/4 DIAMETER OF
CONTRIBUTING
1.60
SEWER. 4
4' 12 " A FILLETED IN A SMOOTH
2-00
TRANSITION OF FLOW BETWEEN
2.60
INLET & OUTLET PIPE SHALL BE
PROVIDED, EXTENDED BASE MIN. 6" BEDDING
OPTIONAL NOTE W`1 NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
06
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
0.48
TYPICAL MANHOLE SECTION
SHOWING BRANCH TIE-IN
NTS
45
FIG. S -I -A
2.66
TD -1
0.26
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
4' 24INITIALBACKFILL
MIN WN. MIN.
6* BEDDING
68 STONE
STABLE SOIL ROCK
SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
68 STONE.
FOUNDATION IN P4= SOIL UNDER -CUT CONDITION
14V M f INITIAL BACKFILL
UNSTABLE Ij. 'a.
SOIL _Et MIN. MIN. #
68 STONE
8 STONE1%
T Ck. STABLE SOIL OR ROCK
OTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
1THE INITIAL BACKFILL. SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
N ILI MIN.
q7 r 7USIN
NOTE: HYDRANT MUST BE
KENNEDY GUARDIAN (K-BIA) EQUIPPED WITH CHARLOnES-
MUELLER CENTURION (A-423) i VILLL THREADS W141CH IS
OR APPROVED EQUAL LOCAL STANDARD.
OF BRANCH VARIES
6, MIN
2' To IV270)
7 CU. CU. VEVE BOX
GRAVEL
N6* GATE
VALVE
TEE
2500 P S.L CONCRETEBASEAD ?HRUST
BL= AGAINST
UNDISTURBED STABLE
SOIL.
STEEL PILE
1 4 THREADED RODS ToWHENMESOLISDISTURBEDORWHENMINALLINSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, O/H(R RODS SHALL BE GALVANIZED
4THEVALVETOTHEHYDRANTWITH OR ASPHALT COATEDTHREADEDRMINAODf7XWTOPOURING
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL $L"T
KQ-T_E
I. SURROUND WEEP HOLES VATH CRAWL AND KEEP FIRM OF CONCRETE.
2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FM HYDRANT
3.
FMCLUOiNG CATCHES
INISHED OR DE SHAL)L SLOPE AWAY FROM THE FIRE HYDRANT AM
VALVE. BOX.
4, THE GATE VALVE IS ALLOWED W SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED W THE DITCH.
S. Fire, hydrants abAU be installed at locations where
weep holes are above the Prevallins groundwater elevation.
If required to be in wet areas, the weep holes shall be
plugged and the hydrant shall be pumped dry,
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
NJ4.
FIG. W-4
TD -17
Effective August 18, 2005
SEWER SERVICE LATERAL CONNECTION NOTES
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO ME MANHOLE.
2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE
CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY *SEALTITE",
OR AN APPROVED EQUAL
3.WINIMUMOTRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X (1/4-
PER FO
4.ALL SEWER LATERALS SHALL HAVE A MINIMUM
DIAMETER OF 4". 2- MIN
5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET,
SALT
TREATED
2 x 4
MARKERFINISHEDGROUND
SALT
TREATED
X
PLUG END OF
MAIN LINE -j SERVICE LATERAL
SECTION
4 Ve
IN LINE WYE -TEE
PLAN
VARIES
TYPICAL SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC,
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY,
I rl
WATER SEWER
20 -
P
LOCATION OF OTHER UTILITIESL (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM
WATER & SEWER - 30' MINIMUM
SEE PART 3, PARAGRAPH Di SEPARATION OF WATER & SEWER LINES.X
UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT
90' TO THE RIGHT OF WAY,
UTILITY LOCATIONS & EASEMENT WIDTHS
NTS
FIG, V-1
PIPESLOT
2 PLACES)
COVER LIFT NOTCH
12 3/8"
WATER
CAST IRON LID
18" METER BOX
6" EXTENSION
BROOKS
2200 SERIES
NOTES,
1) UNPAVIED AREAS (PREFERRED LOCATION)' PLASTIC BROOKS 2200 SERIES WITH
V EXTENSION OR APPROVED EQUAL
2) PAVED) AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR. No. 6015-8
OR APPROVED EQUALSE 6* OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24".
3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
TYPICAL METER BOXES
5/8"-1" METERS)
NTS
FIG. W-7
177 - Ll
g7t;
L to0
Aw a
0i - 1; a
0
TYPICAL MANHOLE FRAME COVER
NTS
FIG 5-1-0
Li
TO -4
Effedve Auqus(16, 2005
FOR ALL BENDS FOF
WIDEN TRENCH TO
ACCOMMODATE
ANCHOR IF
REQUIRED.
4G AS
IIRED
SECTION 1-1 SECTION 2 -
PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL
SIZE OF FEET I CU.YD. ET) CU.YD.
IV Y- S-tv V- -IY• 4'-W.2 1/2- We
BEND
4"- 6"r- 3.-0 r- 1* -6 2'-811 1/4'
L H T L H T
314'-W15'-aj2go2.50 2.50 3.01 0.24
If* V_ $-_ 7-3*21
4* & 64 45 2.00 2.25 2.60 0.15
221/2 1.60 2.00 2.52 0.10 2-00 2.25 2.60 0.15
11 1/4 1.50 2400 2.50 0.10
06 3.66 3.16 121 0.48
45 2.06 2.66 2.77 0.26
N IMMI I E 1.
221/2 1.% 2.16 2.69 0.13 3.16 2,91 2.66 0.32
11 1/4 1.616 2.16 2.67 0.13
ric
90 4.813 1 3.63 3.42 0.83
10 12 45 3.313 3.58 2.95 0.10 3.83 4.00 2.83 0.52221/2 2.33 2.58 2.W 0.24
11 1/4 1.&3 2.33 2.84 0.18
45 -
1. THRUST BLOCKS ARE REOWIRED WHENEVER THE PIPELINE ; CHANCES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT (VALVES.
Z USE 2500 P.S.I. CONCRETE:.
3. NO CONCRETE SHALL BE PURED ON MY PART OF THE JOINT.
4. THE CONSULTING ENCINEERZ SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
ALL TTiRUST BLOCKS.
CONCRETE THRUST BLOCKS
NTS
FIG. W-3
a
I* TyPF "K*
SOFT COOPPER
I*xl*xl" TEE
NOTE:
NO SWEATED FITTINGS
FLARED ONLY)
DUAL SERVICE
1* TYPE 'K'
SOFT COPPER
SINGLE SERVICE
NOTE:
SADDLES SHALL BE USED ON PVC PIPE.
THE SERVICE LATERAL SHALL BE THE SAME2
SIZE AS THE COPPERSETTER, EXCEPT AS NOTED
ABOVE OR UNLESS OTHERWISE APPROVED.
TTT
SEND COUPLING
MUELLER NO. H-15069 (I-) LOCKYANG
NO. H-15068 Q 1/2-, 2-) ANGLE
VALVEFORDNO. L02-44 (1 )
NO L02-86 1.1/2.)
NO: L02-77 2-) 36' MIN.
OR APPROVED EQUAL
T
1* COMPRESSION x 3/4* MALE PIPE COUPLING
OR APPROVED EQUAL
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDENTIAL
AND IRRIGATION SERVICES.
1* COMPRESSION x 3/4" MALE PIPE COUPLING
OR APPROVED EQUAL
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE MERE AN IRRIGATION
METER IS NOT PROVIDED.
CAST IRON LID
FINISHED GRADE
BROOKS 2200 SERIES BOX WITH
EXTENSION OR APPROVED EQUAL
IN UNPAVED AREAS
COPPERSETTER (PLACED ON STONE)
FORD W72 (5/8"x3/4")
VV74 (1')
OR APPROVED EQUAL
METIER
4" STONE BRICK AS
BEDDING NECESSARY
CORPORAATION STOP (1% 1 1/2', 2-)
MUELLERR NO. H-15000
FORD NO. F-600, OR
APPROVKD EQUAL
TYPICAL SERVICE LATERAL INSTALLATION
N TS
FIG. W-6
AIDE
TD -19
24" MANHOLE FRAME & COVER
FOR BENDS 8* & SMALLER
USE STR P ON SEND WITH
ANCHOR BOLT ON CENTER LINE
OF SENO.
FOR BENDS 10" THROUGH 12*
USE 2 STRAPS ON BENDS
ADJACENT TO SELLS.
FOR 18" BEND USE 3 STRAPS
AS SHOWN.
ELEVATION
PAINT ALL EXPOSED STEEL W17H 2 COATS OF BITUMINOUS PAINT.
PEND P
IZEIPE
A B C I D I E
It 1/4'
4* -Ir 11-1 r- r- f -212' -If 1 114*
W T- Xr-jv rRr-01 r
4'- V X -S r
IV Y- S-tv V- -IY• 4'-W.2 1/2- We
221/2'
4"- 6"r- 3.-0 r- 1* -6 2'-811 1/4'
r 3. 4'-3 X- X-4111 S-31
LPM
11orr S- X -0 1r-9, V-91 r
314'-W15'-aj2 t
4'- 0' S -Ir 61-0 X -V X_ X-3112 Ile
X V -s' 2 1
4!- 1 21
If* V_ $-_ 7-3*21
w, V
A
N IMMI I E 1.
ricN 0114N! j
FOR BENDS 8* & SMALLER
USE STR P ON SEND WITH
ANCHOR BOLT ON CENTER LINE
OF SENO.
FOR BENDS 10" THROUGH 12*
USE 2 STRAPS ON BENDS
ADJACENT TO SELLS.
FOR 18" BEND USE 3 STRAPS
AS SHOWN.
ELEVATION
PAINT ALL EXPOSED STEEL W17H 2 COATS OF BITUMINOUS PAINT.
PEND P
IZEIPE
A B C I D I E
It 1/4'
4* -Ir 11-1 r- r- f -212' -If 1 114*
W T- Xr-jv rRr-01 r
4'- V X -S r
IV Y- S-tv V- -IY• 4'-W.2 1/2- We
221/2'
4"- 6"r- 3.-0 r- 1* -6 2'-811 1/4'
r 3. 4'-3 X- X-4111 S-31 r
11orr S- X -0 1r-9, V-91 r
314'-W15'-aj2 t
4'- 0' S -Ir 61-0 X -V X_ X-3112 Ile
X V -s' 2 1
4!- 1 21
If* V_ $-_ 7-3*21
Y THREAD
NOMINAL INSI
DIAMETER EXTRA
STRONG STEEL PIPE
CHART FOR UPPER SECTION
VERTICAL -#L-OCKiNr, S=, STANDARD 90' HOOK ON END OF ANCHORBOLTSTOFACECENTEROFBLOCKS.
CONCRETE BLOQKING FOR
UPPER VERTICAL BENDS
N.T.S.
FIG. W -3A
SIZE BRANCf
VALVE THE
WATER MAIN
WATER
TO 'IEE
ON-LINE
CTYPE "B")
PLUG
VAIRIES THREADED FOR COUPLING
AND CAP
PVC SLEEVE
0I METER BOX (SEE FIG, W-7)
1
THRUST BLOCK 4 NO. 57 STONE
VALVE 2" PIPE SLOPED
TO DRAIN IF
M.J. FITTING-\ _GRADE ALLOWS
2" GALY. JEUVARIES VARIES PIPE
2" THREADED TAP
PLUG
IDEAD END
TYP E "A")
TYPICAL BLOW -OFF ASSEMBLY
NTS
FIG. W-8
TD -26
TH 0
ISP
iSCOTT R. COLLINS'
No. 35791 12,
EC:)
z
0
UN14 .
0
0
E 73
LLJ LLi E C
LO
LIJ F-
3-. U > F -
o
U_ Uj _C:
U.
0
LU 0
Z L _J2 6
LLI < Ln ty
Cn L. CD
CD
ZHLuu,
00C) >< Z Z
b _j W LU
0 (n 4w 2: Uj
z 4z 't in C.2 5" 2: 17
Ln -T 0 r1j M U 0 0 2: :3
1-4 (n 11;1 L. w U U 0M: CY- Lq LUFLULnCLL
U<
ILL r -j z z z U-) z LIJ 4 0 n =) U <
0 §- 0 0 <
U U CeC)
P -q
C) Uj > Ce a Uj
00 ILLI Uj ul CL z
Ce a. < IMM 0
4w
C
W
T3 z
NINE
ax (A 4-1
G) :5
0 0
ce >1
C5
j
M
0
Ce
4w 75
C
Q
LLI E
Ln D kD 73CLUj0001
U M0LA6k6CuMINE
r -i c) 4-1
z * 1 0
0 N Im In 17
i -I > "1 0 0
Lr) 0 E
L
0
ce DATE 4->
0 4w 1
1001 5-- 12.15.05 d
U1
DRAWN BY 1
01
co
J. DALY Ri
17
DESIGNED BY -5
O_
S. COLLINS 0)
CHECKED BY 0)
75
S. COLLINS
SCALE
75
AS NOTED y
I
D
00
CD
U)
0 4.
0
0in4
06 -5
C 0
U) 0-4 Ez0
Z
4
0
W
oZ
x
q)
LU 0 0U
4-
4 Lu z 0ct0
LU 0
ED -a
j Uj
0O
U U)
o .u07P
U E lu
rVoo p
Cn
V)
0
cj z CY .0
LU
j < CO C
0
F- -0
LU 4- :
2
7-) 0 -0
0
n UUl)
0
0
Cl)
LT. :5 0
Q)
Q) 'L_
E
z
0 0
V)
O3
0
0 (n
0
U
Q)
0 >
V) co 0
C) V)
JOB NO. 41
I I I I I
22816 U) Q)
0
SHEET NO. -a
3
19 of 28
END -SECTION 12" - 60" PIPE
HUB ENO ON OUTLET END -SECTIONS
SPIGOT END ON INLET END -SECTION
X _ ''.'' X
I CONCRETE TO BE
40010 PSI MINIMUM
ALTERNATE END -SECTION 1211 - 80" PIPE ES -1
HUB END ON OUTLET END -SECTIONS
SPIGOT END ON INLET END -SECTION
X ---' x
CONCRETE TO BE
E .1 dOflD PSI MINN"NN
PLAN
DIAMETER
OF PIPE
OFFPIPOLMETE I
C _
M'Ar, n
FEEL FABRIC REINFORCEMENT
A
OF E -
PAY L14E "I
END VIEW SECTION X=X
EN HEW
SLOPE DETAIL
NOTESs
PIPE LENGTHS SHOWN ON PIANS ARE
BASED ON END -SECTION DESIGN SHOWN
ON THE LEFT. IF THE CONTRACTOR ELECTS
TO USE THE ALTERNATE DESIGN SHOWN ON
THE RIGHT LENGTHS WILL BE REDUCED BY
THE DIFF ENoE IN DIMENSION "D".
SPECFICATION
REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS
302 VIRGINIA DEPARTMENT OF TRANSPORTATION
5 BARS R &'C-0 TYP,
r r
PPE DIAMETER A s I C p E
1211 4„ 21.-01, 44-1" rr 21-0,
nswormsREM= 051 E
1' -Cf"
swum
24-31: 3r-yDrr 1a 3•-D„
21" r, 2'-11" 31-15"
24" ll 11 INNU_Am 24-511 5,_ ,. 4'-0"
27" lovel4'- 2*""' B'-1 5"
01_81, 0, 81, 01_914 Or_4„
H 2'-3"
33" 1'-1 4`-101 " i' i
35" 1'_3„ 5'.3- 2,_ IF
i0'-0" 12'-0"
42" a -g„ 3„ 2-11' 81-211 B.6u
MGM=
E$i t'4att
20- " r, 0"
54" 3" 2'-N" 8'-4" 71_8"
u
SLOPE DETAIL
NOTESs
PIPE LENGTHS SHOWN ON PIANS ARE
BASED ON END -SECTION DESIGN SHOWN
ON THE LEFT. IF THE CONTRACTOR ELECTS
TO USE THE ALTERNATE DESIGN SHOWN ON
THE RIGHT LENGTHS WILL BE REDUCED BY
THE DIFF ENoE IN DIMENSION "D".
SPECFICATION
REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS
302 VIRGINIA DEPARTMENT OF TRANSPORTATION
5 BARS R &'C-0 TYP,
END SECTION DIMENSIONS
PIPE
PPE DIAMETER A s I C p E
1211 4„ 21.-01, 44-1" rr 21-0,
n Ba 2'-3„ 3,-10n 1"20-tul
1' -Cf"
jail 24-31: 3r-yDrr 1a 3•-D„
21" r, 2'-11" 31-15"
24" 10rr 24-511 5,_ ,. 4'-0"
27" lovel4'- 2*""' B'-1 5"
01_81, 0, 81, 01_914 Or_4„
H 2'-3"
33" 1'-1 4`-101 " i' i
35" 1'_3„ 5'.3- 2,_ IF
i0'-0" 12'-0"
42" a -g„ 3„ 2-11' 81-211 B.6u
IOU 1_De, 1 2 61-011 20- " r, 0"
54" 3" 2'-N" 8'-4" 71_8"
u 21_45" 1 -,-0,• 1 2:41 11311 0n
SLOPE DETAIL
NOTESs
PIPE LENGTHS SHOWN ON PIANS ARE
BASED ON END -SECTION DESIGN SHOWN
ON THE LEFT. IF THE CONTRACTOR ELECTS
TO USE THE ALTERNATE DESIGN SHOWN ON
THE RIGHT LENGTHS WILL BE REDUCED BY
THE DIFF ENoE IN DIMENSION "D".
SPECFICATION
REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS
302 VIRGINIA DEPARTMENT OF TRANSPORTATION
5 BARS R &'C-0 TYP,
SECTION A- A<
STRUCTURE SIZE AND
WALL THICKNESS VARIES
NOTES4
1. STANDARD SL -1. MANHOLE SAFETY SLABS SHOULD BE REQUIRED AS PART OF TF -E
DRAINAGE DESIGN FOR MANHOLES. JUNCTU BOXES AND DROP INLETS WITH HEIGHTS
GREATER THAN 12 FEET. THE SPACING OF ADJACENT 'SAFETY SLABS SHOULD BE 8'TO
12' WITH NO SAFETY SLAB LOCATED WITHIN 8 FEET OF THE TOP OR BOTTOM OF THE
STRUCTURE.
2,
3. RE APPLICABLE.
ARE
ARE T4 BE STAGGEREDNACCORDINGL STRUCTURE TG THE OTHER
4. SAFETY SLAB MAY BE CAST -IN-PLACE OR PRECAST. CAST -IN-PLACE CONCRETE TO BE
CLASS A3 (3000 PSD. PRECAST CONCRETE IS TO BE A4 (400D PSI). REINFORCING STEEL
TO BE N ACCORDANCE WITH AASHTO M31.
5, ACCESS OPENINGS MAY BE 30' DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH 15
LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIC)TH BY
30" LONG),
SL -1-1
45 BARS
2 8" C -r, TYP.
SECTION 8-8
IFOR fUPTHERPDET ILOS WINGS
g" #a BARS a 6'• C -C TYP.
TYPICAL PRECAST UNIT
SE SN
REFERENCE TYPICAL CONCRETE SAFETY SLABREF
302 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES
VIRGINIA DEPARTMENT CAF TRANSPORTATION U7614
102.01
FRAME & COVER
SEE FIG. S-I-D,E)
SLOPED AREA
PRECAST REINFORCED
CONCRETE: SECTIONS
0" RING SEALS -
ILLI
S x
D NOTE 1
ti TSHAPE TO BE
I H WITH MORTAR
J*
00 NOT BEVEL
77
I
L
NOTES:
1. 'r,,l" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE ENDWALL
WOULD PROTRUDE ABOVE SHOULDER LINE. N NO CASE SHALL TOP ENDWALL
PROJECT AOOVE FILL SLOPE, ORCH SLOPE, OR SHOULDER.
2. THIS ITEM MAY BE PRECAST OR CAST N PLACE-
3.
LAN.
3.ALa IN PLACE CONCRETE TO BE CLASS A3.FOR PRECAST SEE SHEET
4. THIS STANDARD TO BE USED WITH STRXGHT CROSSINGS. AND ALL SKEWS
O' TO 450).
5. HEADWALL. TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT
OR WHNGWALLS OCCUR.
EW -1
PIPE
CROSSWALK
4. TYPICAL PLACEMENT
1+111'
30" DIAMETER
SIZE OF ELLIPTICAL WE CULVERT (SPAN x RISE)
g'
A_
E
12" 15"
FTT :.
21" OR 24" 27" OR 3O" 33" OR 36"
A 0'-6"
SECTION A- A<
STRUCTURE SIZE AND
WALL THICKNESS VARIES
NOTES4
1. STANDARD SL -1. MANHOLE SAFETY SLABS SHOULD BE REQUIRED AS PART OF TF -E
DRAINAGE DESIGN FOR MANHOLES. JUNCTU BOXES AND DROP INLETS WITH HEIGHTS
GREATER THAN 12 FEET. THE SPACING OF ADJACENT 'SAFETY SLABS SHOULD BE 8'TO
12' WITH NO SAFETY SLAB LOCATED WITHIN 8 FEET OF THE TOP OR BOTTOM OF THE
STRUCTURE.
2,
3. RE APPLICABLE.
ARE
ARE T4 BE STAGGEREDNACCORDINGL STRUCTURE TG THE OTHER
4. SAFETY SLAB MAY BE CAST -IN-PLACE OR PRECAST. CAST -IN-PLACE CONCRETE TO BE
CLASS A3 (3000 PSD. PRECAST CONCRETE IS TO BE A4 (400D PSI). REINFORCING STEEL
TO BE N ACCORDANCE WITH AASHTO M31.
5, ACCESS OPENINGS MAY BE 30' DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH 15
LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIC)TH BY
30" LONG),
SL -1-1
45 BARS
2 8" C -r, TYP.
SECTION 8-8
IFOR fUPTHERPDET ILOS WINGS
g" #a BARS a 6'• C -C TYP.
TYPICAL PRECAST UNIT
SE SN
REFERENCE TYPICAL CONCRETE SAFETY SLABREF
302 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES
VIRGINIA DEPARTMENT CAF TRANSPORTATION U7614
102.01
FRAME & COVER
SEE FIG. S-I-D,E)
SLOPED AREA
PRECAST REINFORCED
CONCRETE: SECTIONS
0" RING SEALS -
ILLI
S x
D NOTE 1
ti TSHAPE TO BE
I H WITH MORTAR
J*
00 NOT BEVEL
77
I
L
NOTES:
1. 'r,,l" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE ENDWALL
WOULD PROTRUDE ABOVE SHOULDER LINE. N NO CASE SHALL TOP ENDWALL
PROJECT AOOVE FILL SLOPE, ORCH SLOPE, OR SHOULDER.
2. THIS ITEM MAY BE PRECAST OR CAST N PLACE-
3.
LAN.
3.ALa IN PLACE CONCRETE TO BE CLASS A3.FOR PRECAST SEE SHEET
4. THIS STANDARD TO BE USED WITH STRXGHT CROSSINGS. AND ALL SKEWS
O' TO 450).
5. HEADWALL. TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT
OR WHNGWALLS OCCUR.
EW -1
EW-L1A
6. BEVEL EDGE IS REQUNED ON THE HEADWALL AT THE INLET END OF THE
CULVERT (WHERE THE FLOW ENTERS THE CULVERT).
7,
EDG
LLAT THE O LET END OF THE CULVERT MAY BE EITHER SQUARE
BEV8. ON SHALLOW FB.LS INHERE EhDWALLS ARE 1 `OR LESS MOW SHOULDER
LGR EHOfTT}E ROAD
ENDWALL SHALL 13E CONSTRUCTED PARALLEL TO THE
8. " CHASER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION.
EW -1A
ENDWALL FOR CIRCULAR PIPE
CROSSWALK
4. TYPICAL PLACEMENT
1+111'
DIAMETER OF PIPE CULVERT SIZE OF ELLIPTICAL WE CULVERT (SPAN x RISE)
g'
A_
E
12" 15" 18" 21" OR 24" 27" OR 3O" 33" OR 36"
A 0'-6" 0'-6" W-8" 0'-11" Y-0°' 1' -Cf"
B W-11" 1'-1" Y-3" V-6" Y-8" 2'-0"
C 1'4" 1'-7" T-8" 2'-2" 2'-6" 21..910
D 1'-0" Y-3" Y-8" 2'-0" 2'HI" 3"-0"
F 01.61, 01-8" 01_81, 0, 81, 01_914 Or_4„
H 2'-3" 2'-14' 3'-2" 3'-8„ 4'-3" 4'-9"
L 4'-0" 5'-O" 6'-0" 8'-0" i0'-0" 12'-0"
a 0'-'d/4"-10'4" 0'-2" 00-2V2" 0'-3f/fi" 0'-3Y4"
b 0'-1" 0'-1/41, 0'-112" 0'-2" W -21/t" 0'-31$
9'-2" 10'-2"
CUBIC YARDS OF CONCRETE
12'-1" 12'-11"
CONC. PIPEJ 0.241 1 0.482 10,4107 1 1.319 1 2.067 1 2,947
C.M. PIPE 10.257
4'-5"
1 0.521 10.7391 1.388 1 2.188 3.146
EW-L1A
6. BEVEL EDGE IS REQUNED ON THE HEADWALL AT THE INLET END OF THE
CULVERT (WHERE THE FLOW ENTERS THE CULVERT).
7,
EDG
LLAT THEO LET END OF THE CULVERT MAY BE EITHER SQUARE
BEV8. ON SHALLOW FB.LS INHERE EhDWALLS ARE 1 `OR LESS MOW SHOULDER
LGR EHOfTT}E ROAD
ENDWALL SHALL 13E CONSTRUCTED PARALLEL TO THE
8. " CHASER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION.
EW -1A
CIFICR "CE STANDARD ENDWALL FOR PIPE CULVERTS
12"-36" CIRCULAR AND 23"x14" -53"x34" ELLIPTICAL PIPES302
VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01
STREET SURFACE OR
NON -PAVED AREA
12
MIN. 6" BEDDING
NOTE Wj NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE
EXTENDED OR NON ---EXTENDED BASES.
3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE /AND OUT,
CG -12C
AT ATC SAME AS
TOP OF CURB
ENDWALL FOR ELUPTICAL PIPE
CROSSWALK
4. TYPICAL PLACEMENT
1+111'
AT INTERSECTION
WITH BUFFER STRIP
SIZE OF ELLIPTICAL WE CULVERT (SPAN x RISE)
g'
A_
E
CROSSWALK
23"*14" 30"X18" 34"X22" 38"X24" 421lX27" 45"x28" 481lX32" 53"X34"
A O'-18" 0'-9" 0'-" 0'-11" O'-11" 1'-0" 1'-0" 1'-0"
B T-',2'# Y-3" Y-6" Y-6" Y-$ 1°-10" Y-", T.1Y'
C 1'-18" 1'-1Y' 2'-1" 2'-4" 2'-5" 2'-7" 2'-6" 2'-S"
D V-2" Y-7" T-10" 2'-O" 2'-3" T.W. 2`4" 2'-10"
F 0'-6" 0'-&' 0'-8" 0'-9" 0-9" 0'-9 0-910 0'-8"
H 2'-10" 3'-3" 3'-7" 3'-8" 4'-0" 4'-2" 4'-5" 4'-7"
L 50-5" 7'-2" 6'-8" 9'-2" 10'-2" 10'-11" 12'-1" 12'-11"
s Y-11" 2'-6" 2'-10" 3'-2" 3'-8" 3'-8 4'-Y' 4'-5"
a 2Y2" W -3r%" 0'-3y 1, 0'-4" OF -0a!' O' -4'I" 0'-.Sa 0'-Sr/2"
b 0'-2" O` -2°/S" 1 01-014" 0'-3a W -3Y:" O'-31`4„ 0'-4" 0"-4Y2n
CUBIC YARDS OF CONCRETE
CONC.PIPE 0.502 0.885 1.238 1.500 1.811 2.101 2 512 2.801
CIFICR "CE STANDARD ENDWALL FOR PIPE CULVERTS
12"-36" CIRCULAR AND 23"x14" -53"x34" ELLIPTICAL PIPES302
VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01
STREET SURFACE OR
NON -PAVED AREA
12
MIN. 6" BEDDING
NOTE Wj NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE
EXTENDED OR NON ---EXTENDED BASES.
3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE /AND OUT,
CG -12C
AT ATC SAME AS
TOP OF CURB
y, CROSSWALK
4. TYPICAL PLACEMENT
1+111'
AT INTERSECTION
WITH BUFFER STRIP
g'
A_
E
CROSSWALK
2' MON •
STD. CG -2
OR Go 6Z 6" 12 : i 48=1 #' . OR CG -6
O
AT 2" HIGHER THAN
0 PAVEMENT'
AT ATC SAME AS
TOP OF CURB
y, CROSSWALK
4. TYPICAL PLACEMENT
AT INTERSECTION
WITH BUFFER STRIP
07" WHERE STD. CG -3 CG -7 IS USED.
E
z,.Do 5+_Du
A---- ALTERATIONS
STD. CG -2
OR Go 6Z 6" 12 : i 48=1 #' . OR CG -6
O
20 : 1
4' MIN. 5'-O" 4' MIN.
i- In
PEISSIBL
CONST ON JOINT NOTES SECTION AABTHISCOMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITHADJOININGBUFFERSTRIP. LANDING AT BOTTOM OF TWO SLOPNG SIDES WITH 80" X 8o" MIN.
p_ L DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPEDSETBACK
H
OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE.
L___ 1 CURB RAMP FLOOR TO BE CLASS A -'S CONCRETE (CLASS A.4 IF PRECAST) WITH SLIP RESISTANT INTEGRALDETECTABLEWARNINGSURFACECOVERINGTHEENTIREWIDTHOFTHERAMPFLOOR (RAMP FLOOR MAY BEPRECASTORCASTINPLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE
G)
FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12=1. A
TANGENT
SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USINGPERMISSIBLEPERMISSIBLECONSTRUCTIONJOINTWITHREQUIREDBARS. PLAN
LIMITS OF EXPOSED AGGREGATE SIDEWALK RAMP FLOOR E PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDESCANBECASTINPLACEAFTERPLACEMENTOFPRECASTRAMPFLOOR. PRECAST CONCRETE SHALL BE CLASS Ak-4, REQUIRED BARS ARE TO BE NO.5 X 8" PLACED IF CENTER TO CENTER ALONG BOTH SIDES OF THE RAW
45 DOWELS, $11
LONG o 12" C -C
FLOOR, MD -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1Y211.
CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT
SLOPE 12=9 PERMISSIBLE CONCRETE SIDEWALK AND EXPOSED ACGREGATE SIDEwAL1C. GoMPLETE-M-PLACE.
MAXIMUM CONSTRUCTION JOINT CURB/CURB AND GUTTER SLOPENSITRATIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENTFORCURB/CURB AND GUTTER.
WHEN USED IN CONJUNCTION WITH STANDARD CG -3 OR CG -7. THE CURB FACE ON THIS STANDARD ISTOBEADJUSTEDTOMATCHTHEMOUNTABLECURBANDCONFIGURATION,
SECTION B -B CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
M ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS
UNOBSTRUCTED
THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSMI E ROUTE 1E WITHIN THE RIGHT OFWAYOFAHIGHWAYFACILITYCROSSESACURBREGARDLESSOFWHETHERSIDEWALKISEXISTING, STABLE.FIRM AND SLE' RESISTANTPATHCONNECTiE1GALLACCESSIBLEELEMENTSOF A PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS
FACILITY THAT CAN APPROACHED, ENTERED OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT BE LOCATED' BEHIND VEHICLE STOP LINES,
ITUSEDBYPERSONSWITH MOBILITY IMPAIRMENTS.
I
EXISTING LIGHT POLES. FIRE HYDRANTS, DROP INLETS, ETC, WILL ALSO AFFECT PLACEMENT.
COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP
ACCESS FOR MOBILITY IMPAIRMENTS)
203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
SCOTT R. COLLINS'Z
ti
U No. 35791 112-
sIONAL
Q of
Z N OUNui
IY > c 0
LLJ
V) _
LL5 I- w > V
QU.W
0 Q < w _--I m
Z GZ --I NY 00
c CL U N L
Q U" LU ` d=
U z w m •E•+ z V)
0 x w
D Qz
i1) = O N U Q
Lm u
LL
LU LA c f
Z u N m z zLu
e~ d' Q
m --
C) _e W ce
11.
I ow
to
O ce
O
rY
W
LLH
H
v
z
0
a-,
O
0
I-
W Lu
5.
O V
z z
00
ui W
CL o_
DESIGNED BY
S. COLLINS
CHECKED BY
S. COLLINS
SCALE
AS NOTED
C5
0
i
0
CD
CU
Lri
CD
s
J
Q
W
Q
O
d
z
1-'
O
1
d
J
4-1
m
0)
I
O
O
I=
0
1
d
I
co
N
s
d
d
lulu
i
0)
0j
0)
z
ID
00
cu
d -
CD
O L
O
Q)
N
s, z
O
o
O
N
z0 O
Q
0
w O N
z
xXN
W o06
O}
v ` (
DLu
0 O
Q
O
in 5" - U
W
Q Z 0 aO
U)
C) o
U LLIWI.-
O
a o
0
O
W
J 57 z c
I -i /'/ O
57 1. :
0
uj p
ul)
0
U
o
O
U +'
O
O6
N
5=
N
O rn
U
N
U
v a
o >
o
o
22816
o
SHEET NO. Q.
20 0 28
o
Il i
E
CL'
LL! O O O
i- In fT N
H O O
DATE
G)
4w
12.15.05
DRAWN BY
J. DALY
DESIGNED BY
S. COLLINS
CHECKED BY
S. COLLINS
SCALE
AS NOTED
C5
0
i
0
CD
CU
Lri
CD
s
J
Q
W
Q
O
d
z
1-'
O
1
d
J
4-1
m
0)
I
O
O
I=
0
1
d
I
co
N
s
d
d
lulu
i
0)
0j
0)
z
ID
00
cu
d -
CD
O L
O
Q)
N
s, z
O
o
O
N
z0O
Q
0
w O N
z
xXN
W o06
O}
v ` (
DLu
0 O
Q
O
in 5" - U
W
Q Z 0 aO
U)
C) o
U LLIWI.-
O
a o
0
O
W
J 57 z c
I -i /'/ O
57 1. :
0
uj p
ul)
0
U
o
O
U +'
O
O6
N
5=
N
O rn
U
N
U
v a
o >
o
o
22816
o
SHEET NO. Q.
20 0 28
o
17F' 7P
1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
2. LAND USE PERMITS (CE -7P) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING
ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
3. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTI VI TIES.
4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL
FEDERAL, STATE AND LOCAL AGENCIES
5. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT
EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA, THE COMPLETED DESIGN WORKSHEET
APPENDIX IV SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTED FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED
SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE.
6• THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY
LINES , WATERLINES, ETC. , PRIOR TO CONSTRUCTION.
7 UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES,
THE CONTRACTOR SHALL IMMEDIA TEL Y CONTACT A GEOTECHNICAL ENGINEER AND VDOT. THESE AREAS SHALL BE EXCA VA TED BELOW
PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGIN TABLE MATERIAL AND COMPACTED IN ACCORDANCE
WITH CURRENT VDOT SPECIF/CA TI DNS
8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE /N ACCORDANCE WITH VDOT I AND I LD -94 (D) 121.13.
9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN
THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.
10. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR
REVIEW. CER TIF/CATION AND VD0T STAMP WILL BE REQUIRED ON ALL UNITS
ROAD CLASSIFICA TIONS
ROAD SECTION
BLOCK, 0.0,9
PAVEMENT DESIGN (D 2 A B" C"
S TA, TO S TA. VPD P VM'T, W/DTH (
EIP - E P BIC - BIC R/W - R/WSUBBASEBASESURFACE
KENR/DGE ROAD
4+47 TO 6+99
Ho
395 8" 21-8 3" BM -250 2" SM -9.5 22' 23' 30'
KENR/DGE ROAD 3951.5" 6 21-B 3 BM -25.0 SM -9.5 18' 23' 30'
6+99 TO 13+51
UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 71.
VDOT STANDARD CG -9D ENTRANCES SHALL BE INSTALLED /N CURB AND GUTTER NEIGHBORHOODS. THE SAW CUTTING REMOVAL
ASPHALTPAVING
NO SCALE
APPEAR DRYSTACKED
O
EXPANSION JOINT ABSOLUTE MINIMUM 92'
OF THE STANDING CURB /S UNACCEPTABLE WHEN INSTALLING AN ENTRANCE ON EX/STING CURB AND GUTTER.
KENR/DGE DRIVE
Edge of Island:
2402" 8 21-B 3 BM -25.0 SM -9.5 22' 23' 30'
5+00 TO 6+94
13. THE DEVELOPER IS RESPONSIBLE FOR FURNISHING AND INSTALLING STOP SIGNS AT STREET INTERSECTIONS
00 mm X 31 m
c6
24 in }t i 01 ft)
crosswalk,
PLANTING
14. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED
KENR/DGE DRIVE
ofl
240 6 21- 8 3 BM -25.0 1.5" SM -9.5 18' 23' 30'
6+94 TO 12+82
15.
THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED, TO VDOT FOR REVIEW AND APPROVAL BY THE RESIDENT ENGINEER.
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF
1 1/2' BA TIER
Z
W
HEADER STONES TO
o s)q ,2 4q b .1"q" CLASS A3 (H.E.S.1711 . p, ! . '
S6
PARK DRI VE 240 8" 21-B 3" BM -25.0 2" SM -9.5 22' 23' 30'
2+69 TO 9+89
OF GRADE CHANGE
SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, w o
POINT
BUILT (CONCURRENTLY 1
INTERSLOPEATMINIhIUM1'
10`INTERVALSECTIONA -A X K X 3 X MAXIMUM
DECREASEI
N SLOPE FOR FIRST AND
CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION
KENR/DGE LANE 1721.5" 6 21-B 3 8M-25.0 SM -9.5 18' 23' 30'
4+50 TO 10+55
16. ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 9.5' FROM THE EDGE OF PAVEMENT ON CURB AND GUTTER STREETS AND/OR CMU W/ #4 REBAR
r4 E
LOCA TED A MINIMUM OF 5.5' BEHIND THE DI TCH LINE ON OPEN D/ TCH STREETS
1 MIN. PAVEMENT DESIGN IS BASED ON A MIN. CBR VALUE OF 10. PAV, DESIGN MAY BE REVISED DUE TO SOIL CONDITIONS AT TIME OF CONSTRUCTION.
2 A PRIM OATEC SHALL BE APPLIED BETWEEN THE AGGREGATEGREGATE BASE AND ASPHALT COURSES IN ACCORDANCE WITH V.D.O. T. STANDARDS.
11. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI).
VCE ISLAND AND BLOCK, 0.0,9
ACCESS ROADS
3'-0" MIN.
12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS, RESIDENTIAL LOT
LIMITS OF
BOTTOM BLOCK
CAP TO EXTEND
GEOTCXTILE WRAPPED EXISTING OR PROPOSED
ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
3' MIN.
MI , TO DAYLIGHT
FULL THICKNESS
1'•8' MIN, CRUSHED STONE
Ho
ALL DRIVEWAY ENTRANCE CULVERTS ARE TO BE 15" DIAMETER x 20' LONG PIPE AND SHALL CONFORM TO PE -1
RET N • WALL SECT -10N FOIA USED WALL fflfflT
ACCESSIBLE ROUTE DETAIL
1I4' » 1'-0'
h'CTIO.N M
PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE DIRECTED BY THE RESIDENT ENGINEER. NO ENTRANCE CULVERTS ARE TO
2. SIT BLOCKS AS REQUIRED TO FULLY ENGAGE SH154R TAB,
ADDITIONAL RIGHT -OF -WA REGlBtED IF THE LIMITS
OF ALOE Iggo,E ROUTE EXTEND BEYOND EXISTING
9. RETAINED BACKFILL SHALL BE CONTROLLED, COMPACTED X57 OR 21A STONE WITH A MINIMUM ANGLE OF
OR PR DED VDOT RIGOF WAY.
BE INSTALLED WITHIN FIVE (5) FEET OF PROPERTY CORNER.
w
S" LIQ
DENSITY. EXCAVATIONS MUST ALSO MEET OSHA AND OTHER LOCAL REQUIREMENTS,
ALL JOINTS SHALL BE
TYPE 'N' MORTAR AND
4, NOTIFY ENGINEER IF ACTUAL CONDITIONS VARY.
UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 71.
VDOT STANDARD CG -9D ENTRANCES SHALL BE INSTALLED /N CURB AND GUTTER NEIGHBORHOODS. THE SAW CUTTING REMOVAL
ASPHALTPAVING
NO SCALE
APPEAR DRYSTACKED
O
EXPANSION JOINT ABSOLUTE MINIMUM 92'
OF THE STANDING CURB /S UNACCEPTABLE WHEN INSTALLING AN ENTRANCE ON EX/STING CURB AND GUTTER.
11 Edge of Island:
FROM BOTH SIDES
m lhl 2200 M (81n)
rved arrow legend
CONTACT VDOT FOR INSPECTION 48 HOURS PRIOR TO ENTRANCE INSTALLATION. W S
FACILITY THAT CAN BE APPRpD, ENTERED AND
USED
LAWN. OR
13. THE DEVELOPER IS RESPONSIBLE FOR FURNISHING AND INSTALLING STOP SIGNS AT STREET INTERSECTIONS
00 mm X 31 m
c6
24 in }t i 01 ft)
crosswalk,
PLANTING
14. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED
a r0
ofl
PROVIDED, AAMNA It TRAVERSABLE
TO VDOT PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR v
2'-DI'-•I
lF G,I% / !• Jin - s Ni
15.
THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED, TO VDOT FOR REVIEW AND APPROVAL BY THE RESIDENT ENGINEER.
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF
1 1/2' BA TIER
Z
W
HEADER STONES TO
o s)q ,2 4q b .1"q" CLASS A3 (H.E.S.1711 . p, ! . '
S6 Q111 -111!!!:::b vo T•d14•i4A »4
o '• o" - B" AGGR. BASE
EXTEND 1/3 TO 1/4 OF
TY E i SIZE 219
CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY /F LOCATION OR ELEVATION IS DIFFERENT FROM THAT
5'-a'
ALL
FOR CURB AND GUTTER ONLY OF GRADE CHANGE
SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, w o
POINT
BUILT (CONCURRENTLY 1
INTERSLOPEATMINIhIUM1'
10`INTERVALSECTIONA -A X K X 3 X MAXIMUM
DECREASEI
N SLOPE FOR FIRST AND
CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION CMU W114 REBAR
WHEN USED IN CONJUNCTION WITH STANDARD
9»O•0 ggw 6»
o • o . a . o . ® »
OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT.
STANDAARD
ICO-
7BYO BE ADJUSTED TOTO MATCH THE 1
EVERY 18" O.C.
MOUNTABLE CURB CONFIGURATION.C aN
16. ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 9.5' FROM THE EDGE OF PAVEMENT ON CURB AND GUTTER STREETS AND/OR CMU W/ #4 REBAR
r4 E
LOCA TED A MINIMUM OF 5.5' BEHIND THE DI TCH LINE ON OPEN D/ TCH STREETS EVERY 18" O.C.
17. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. 4" DRAIN 77LE (CONT.
18. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR
r'J vi
TO DAYLIGHT) WRAPPED 913• FlUNNINQ. BOND PATTERN 1V
TO THE PLACEMENT OF AGGREGATE BASE COURSE. S ((( IN FILTER FABRIC AND PAT"f>
AIX SWEPT JOINTS,
o
TERN MrRN7OBE .SPACER,.VENk Y
r c- r r- 1 41,139.V1k1?.J dl V
PA7I'$13N WRAPS AT BOTki
ENDS SEE CORNER DETAIL
ASOVE
LANTINO
IED
2••3" SAND SETTING
5'
4 " CONC.
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
NOTEADD UNDERDRAINS ALONG SIDEWALK
AT SPECIFIC L OCA TIONS /F WARRANTED DUE
TO UNUSUALLY WET FIELD CONDITIONS.
6'
2" CRUSHED
SURFACE STONE
77777,77/7777
4 STONE BASE
TYPE 21A STONE)
TRAIL WAY
NO SCALE
4»--
TOP OF CURB
2„ R
d4.a•'• a
6"
1 ": 1 ' s
4 °a
4 7p, d
Q: ;
da
arzo 4 " MIN.
RUNNING BOND HeADER
3.000 PSI MIWISLA5MTH
2113 RESAR,
i r i
r 1 t i r
SLOPESDITCHa- j - j r- j r DEVELOPER A CHOOSE r -EROSION j >%r`r
1`II 1 `'; :
I•
ri•
t•'+
1' \ 't t-
1 Fd's..\\\\`,``{
S'S,c rx?• tr .s c t,`• r c,t h
AM,`'>\,"J.,
r{`, ..
SECONDARY RRMEASURESSEDIMENTCONTROLAaTTEMPTTOACHIEVECHANNELa- aTIOIN WHILE ACKNOWLEDGINGa ADDITIONAL
r ar .REQUIRED- r • a a r • r / a A A \\
aTIONS.rt j r ) a rr- rrr • aSTANDARDS j AND -
I ../ [ . l r' ' yj
r VDOT & ALBEMARLE COUNTYAPPROVAL OF r r PLANS DOES NOTPRECLUDE RIGHT TO REQUIRE ADDITIONAL l//! a r / ,.,lir' ... ;f,/,.://. •.i ./-. !J, r..c J`. / %4v/'::rr
VDOT 21-A
STONE BASE
UNDER CURB &
GUTTER TO BE
CHECKED BY VDOT
1 t R c / c r PF r '\ ,, • • y0" •
PRIOR TO PAVING
21. VDOT APPROVAL OF THESE PLANS WILL EXPIRE THREE (3) YEARS FROM THE DATE OF APPROVAL. ; . Q ;',i.5" •r.
MORTARIljl
sr=LC)V4' TCP 1 R=2" AND/OR BACKFILLING.
22, VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO THE PLACEMENT OF AGGREGATE ! s °.' ,' S7Tltda s1>: ?'p• : FILTER FABRIC Y /
BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGATE REBAR EVERY so%•OOMPAGTED I '
BASE COURSE(S). 12'" O.C.; 3" CLEAR SUBc3MAOC- 6
23. A PRIME COA T SEAL BETWEEN THE AGGREGA TE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED A T THE RA TE OF / MIrN a/i
e • • -- ___ rte, • • e-,.- ,. a a•, r-. /- A.•• t, II Ar /. A TN n- 1 /P. PIT A Ir A f'1 P'.r A A T1/1A 1 3000 PSI CONCRETE
FOO77NG 18'x / ' A' A
LIZ E
BRICK SIDEWALK / BASE
NO SCALE
CONCRETE TO BE A3 IF
CAST IN PLACE, 4,000 PSI ,y
IF PERCAST. / .<•' Aa ." ? o0C, C ofl
i'•0' MAX, SOIL N o
oo5 OCT Boop
o
LATER 00 00
90000 0' BY OTHERS 4Min. o
1
oQg0Si
6
fl
r0
MIN, °bflno
EDGING REI -ROCK 28° TOP BLOCK 1
00
X) ABOVE PAVED #
7868OR0_5:41STIN6
VDOT 57,CURE COBBLESTONE SHEAR TAB,SEE NOTE 2# #
4R BASE " "M SOILS 6" 6" STONE BASE UNDER CURB.
BBLES FLUSH WITH '
STANDARD CG -2LSIDEWALKSANDco -
BY LA JN THE + 1 ,Ir RETAINED STONE
UA I' l3ACKFILL, SEE NOTE 9 NO SCALE
ES TO BE SET 6" a
VED SURFACE ONLY
REN -ROCK 41' MiDDLeVCEISLANDANDBLOCK, 0.0,9
ACCESS ROADS
3'-0" MIN.
IO/NTS AT THESE REW-ROCK 41' LIMITS OF
BOTTOM BLOCK ROUTE -- ---
31.0/1 Ml- -
GEOTCXTILE WRAPPED EXISTING OR PROPOSED
1' 0" PERFORATED DRAIN, DRAIN
3' MIN.
MI , TO DAYLIGHT
FIASE COURSE,• •
1'•8' MIN, CRUSHED STONE
Ho
LEVELING PAD
RET N • WALL SECT -10N FOIA USED WALL fflfflT
ACCESSIBLE ROUTE DETAIL
1I4' » 1'-0'
h'CTIO.N M
t BEARING SOIL SHALL HAVE AN ALLOWABLE BEARING PRP55UXE OF 2000 PSF.
2. SIT BLOCKS AS REQUIRED TO FULLY ENGAGE SH154R TAB,
ADDITIONAL RIGHT -OF -WA REGlBtED IF THE LIMITS
OF ALOE Iggo,E ROUTE EXTEND BEYOND EXISTING
9. RETAINED BACKFILL SHALL BE CONTROLLED, COMPACTED X57 OR 21A STONE WITH A MINIMUM ANGLE OF
OR PR DED VDOT RIGOF WAY.
INTERNAL PRI&ION OF 40; 21A STONE SHALT BE COMPACTED TO AT LCAST 999 OF THE MAXIMUM DRY
w
S" LIQ
DENSITY. EXCAVATIONS MUST ALSO MEET OSHA AND OTHER LOCAL REQUIREMENTS,
4, NOTIFY ENGINEER IF ACTUAL CONDITIONS VARY.
UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 71.
REDI-ROCK RETAINING WALL SYSTEM
ASPHALTPAVING
NO SCALE
R. O
EXPANSION JOINT ABSOLUTE MINIMUM 92'
KENRIDGE LANE
11 Edge of Island:
No.
m lhl 2200 M (81n)
rved arrow legend
UNOBSTRUCTED STABLE» FIRM AND SLIP RESISTANT
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
a.
FACILITY THAT CAN BE APPRpD, ENTERED AND
USED
a, a. '• o.
A- O
BY PERSONS WITH MOBA.iTY IMPAIRMENTS•
00 mm X 31 m 300 mm it2 Irl}
24 in }t i 01 ft)
crosswalk,
broken white,.
4 m 3 ft stripe,
1 Inp I Illi
m gap
a r0
White legend (optional)
vl/' fi i %';rr.'
HALF PLM
VARIABLE WID TH
Ift WIDTH OF ENTRANCE d E"N"TENTRHAN `-'-"'I 3'-0" MIN.
EXPANSION JOINT
M A-01, MIN
CESSI LIMITS OF
SOIL OR KEffRA06T DRIVE STCr.[ON
ROUTE -- ---
31.0/1 Ml- -
ACCESSIBL
OUTS
EXISTING OR PROPOSED
T_ _. -----
I On -.TRA RSAB 5''q" 3' MIN.
SIDEWALK OR SIDEWALK SPACE
FIASE COURSE,• •
a
Ho
r
EXPANSION 40INT
a# ACCESSIBLE ROUTE DETAIL
SECTIONINTENDED
h'CTIO.N M
UNPA ED SPACE
ADDITIONAL RIGHT -OF -WA REGlBtED IF THE LIMITS
OF ALOE Iggo,E ROUTE EXTEND BEYOND EXISTING
r'!
rf rf ffifi
OR PR DED VDOT RIGOF WAY.
THE NATIONAL
w
S" LIQ DETAIL TO NE USED WHEN THE COMBINED WIDTH OFFLOW
UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 71.
f! y F/frjYJ%
ASPHALTPAVING
SCOTT R. O
EXPANSION JOINT ABSOLUTE MINIMUM 92'
KENRIDGE LANE
a.
ENTRANCE i !
No.
UNOBSTRUCTED STABLE» FIRM AND SLIP RESISTANT
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
a.
FACILITY THAT CAN BE APPRpD, ENTERED AND
USED
a, a. '• o.
A- O
BY PERSONS WITH MOBA.iTY IMPAIRMENTS•
O»O»0 03bY
peHALFPLM
I
Ob
4 O.ppq
3' a r0PROVIDED, AAMNA It TRAVERSABLE
WIDTH IS REQUIRED.
0% TO 10X CHANVGEPARABOLIC
CURVE
SIDEWALK SPACE•_.
2'-DI'-•I
lF G,I% / !• Jin - s Ni
li
ti• _
b% fl.
X X
o s)q ,2 4q b .1"q" CLASS A3 (H.E.S.1711 . p, ! . '
S6 Q111 -111!!!:::b vo T•d14•i4A »4
o '• o" - B" AGGR. BASE
4.8p pVO OO
TY E i SIZE 219
SECiiON C -C5'-a'
FOR CURB AND GUTTER ONLY OF GRADE CHANGE
FOR SIDEWALIK CURB AND GUTTE
POINT
BUILT (CONCURRENTLY 1
INTERSLOPEATMINIhIUM1'
10`INTERVALSECTIONA -A X K X 3 X MAXIMUM
DECREASEI
N SLOPE FOR FIRST AND Q' • o,
B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS
WHEN USED IN CONJUNCTION WITH STANDARD
9»O•0 ggw 6»
o • o . a . o . ® »
wJl' r
STANDAARD
ICO-
7 BYO BE ADJUSTED TOTO MATCH THE 1MOUNTABLECURBCONFIGURATION.C aN
i1//i f%% % ! i i r4 E
r'J vi
ail/ ;f/ • oil E
Uj
f. Tr,,ii ' ,•
l ii'//CJI/l LU •
LUy
ray : Uj '"
fr , ,:-
cefi/ J ,r • . .. i
i}`.v/
Lj
L QF• • •
fwd
z LLJ
rUj
ry
1
s
NOTE:
ALL RETAINING AND/OR STRUCTURAL WALLS TO BE
DESIGNED AND ENGINEERED BY A LICENSED
STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION..
A •'- HALF PLM
VARIABLE WID TH
Ift WIDTH OF ENTRANCE d E"N"TENTRHAN `-'-"'I 3'-0" MIN.
EXPANSION JOINT
M A-01, MIN
CESSI LIMITS OF
SOIL OR KEffRA06T DRIVE STCr.[ON
ROUTE -- ---
31.0/1 Ml- -
ACCESSIBL
OUTS
EXISTING OR PROPOSED
T_ _. -----
I On -.TRA RSAB 5''q" 3' MIN.
SIDEWALK OR SIDEWALK SPACE
FIASE COURSE,• •
a
CURB INCLUDED IN
NTRANCE GUTTER
r
EXPANSION 40INT
a# ACCESSIBLE ROUTE DETAIL
SECTIONINTENDED
h'CTIO.N M
UNPA ED SPACE
ADDITIONAL RIGHT -OF -WA REGlBtED IF THE LIMITS
OF ALOE Iggo,E ROUTE EXTEND BEYOND EXISTING
OR PR DED VDOT RIGOF WAY.
THE NATIONAL
w
S" LIQ DETAIL TO NE USED WHEN THE COMBINED WIDTH OFFLOW
UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN 71.
WDTH OF GUTTER''
ASPHALTPAVING KENRIDGE ROAD
ENTRANCE WIDTH
DESIRABLE MINIMUM 1W
PAVING PARK DRIVE
EXPANSION JOINT ABSOLUTE MINIMUM 92'
KENRIDGE LANE
a.
ENTRANCE i !
ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS
EDGE OF PAVEMENT- UNOBSTRUCTED STABLE» FIRM AND SLIP RESISTANT
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
a.
FACILITY THAT CAN BE APPRpD, ENTERED AND
USED
a, a. '• o.
A- O
BY PERSONS WITH MOBA.iTY IMPAIRMENTS•
O»O»0 03bY
peHALFPLM
I
Ob
4 O.ppq
3' a r0PROVIDED, AAMNA It TRAVERSABLE
WIDTH IS REQUIRED.
0% TO 10X CHANVGEPARABOLIC
CURVE
SIDEWALK SPACE•_.
2'-DI'-•I
FACE OFCURB&,I tMPAVIEA_
NORMAL GUTTER 12% MAX, SLOPE --- - r
li
ti• _
b% fl.
X X
o s)q ,2 4q b .1"q" CLASS A3 (H.E.S.1711 . p, ! . '
S6 Q111 -111!!!:::b vo T•d14•i4A »4
o '• o" - B" AGGR. BASE
4.8p pVO OO
TY E i SIZE 219
SECiiON C -C5'-a'
FOR CURB AND GUTTER ONLY OF GRADE CHANGE
FOR SIDEWALIK CURB AND GUTTE
POINT
BUILT (CONCURRENTLY 1
INTERSLOPEATMINIhIUM1'
10`INTERVALSECTIONA -A X K X 3 X MAXIMUM
DECREASEI
N SLOPE FOR FIRST AND Q' • o,
B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS
WHEN USED IN CONJUNCTION WITH STANDARD
9»O•0 ggw 6»
o • o . a . o . ® »
STANDAARD
ICO-
7BYOBE ADJUSTED TOTO MATCH THE 1MOUNTABLECURBCONFIGURATION.C aN
0
BRICK CAP " >® +'
DATE U
O 4W
8" TO 1' 12.15.05 n
DRAWN BY
4 BARS 012- co
Atg §6§dROVt WALL J" DALY Ri
i
4" DRAINAGE PIPE
DESIGNED BY d
C -C .
S. COLLINS
CHECKED BY
75
S. COLLINS
PACING BETWEEN BRICK & SCALE 75
STEEL, FILL WITH MORTAR
S
AS NOTED
CONCRETE BASE I
4 BARS 0 8" C -C op
EACH WAY CLI
CU
C?
8" <<'d
14"
BRICK DECORATIVE RETAINING WALL DETAIL CD
NO T TO SCALE cn
NOTE: (1) CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. 0 Z
2) REINFORCING STEEL IN ACCORDANCE WITH ASTM A-815 (REINFORCING BARS). o
V)
F-
V J
0O
u>
4)
N-4 F"1
z Q o
D}--
v
UI
200 mm (ll In) minimum STANDARD CG- 9D EN TRANCES
o
yellow edgy of Island j L v ai
EXIST GROU
RAW
NO SCALECIL z 00
R xW
CG -6 0 V) v
CG-6POINT OF
CURB & GUTTER Uj
BRICK (EXPOSED AGGREGATE) BRICK U W
SIDEWALK CURB & GUTTER FINISHED GRADE SIDEWALK UJ U
3,• (EXPOSED AGGREGATE,) k:j_j
1.5" SM -9.5 o3clC00
1 1' 1/4':• 1' 1 4'.• 1' EXIST. GROUND <
Z•'/ v
0 0 obi o g fb°p Po 0 000 ,' LUcessN
ROUNDABOUT SIGNAGE AND STRIPING DETAIL ~ m Y
NO SCALE 3" BM -25
EXIST. GROUND EXIST. GROUND ZCROSSWALK5.0' 6.0' 2.5' 9.0' 9.0' 2.5' 6.0' 5.0' ASPHALT PAVING, SIDEWALK PLANTING STRIP PLANTING STRIP IDEWfSIGNCENT
COBBLESTONE PA VERS MATCHED
s ILK U vRALISLANDSHALLTOEXISTINGROADWIDTHEMBEDDEDSEEDETAIL
BE MOUNTABLE AND SHALL INTO TYPE 48.0' L- nM' MORTAR
N -N 011' BE DOMED A T A HEIGH' T OF
Q 00.3" TO 0.36" PER 1' DIAMETER I.'.11 RI.DG.." LM.N' MS'CTION
WITH A MAX/MUM HEIGH fi OF 5': ASPHALT PAVING,
SEE DETAIL
S.
VARIABLE WID TH SIDEWALK SUB -BASE h''NRIDG' ROMA ,S'''CTIONSHALLEITHERBE9590
l ROUNDABOUT 6" CONCRETE SLAB;COMPACTED
A D A i r i: •'i r p. •'i r i,. ••• r iy • i r• ` •'• r•,.4
SOIL OR KEffRA06T DRIVE STCr.[ON
LU
0
v
Q
O
CL
w
O
o
o
tV
o
M
I, #3 REBAR. CONT., 2" CLEAR
FIASE COURSE,• •
a
0
BRICK CAP " >® +'
DATE U
O 4W
8" TO 1' 12.15.05 n
DRAWN BY
4 BARS 012- co
Atg §6§dROVt WALL J" DALY Ri
i
4" DRAINAGE PIPE
DESIGNED BY d
C -C .
S. COLLINS
CHECKED BY
75
S. COLLINS
PACING BETWEEN BRICK & SCALE 75
STEEL, FILL WITH MORTAR
S
AS NOTED
CONCRETE BASE I
4 BARS 0 8" C -C op
EACH WAY CLI
CU
C?
8" <<'d
14"
BRICK DECORATIVE RETAINING WALL DETAIL CD
NO T TO SCALE cn
NOTE: (1) CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. 0 Z
2) REINFORCING STEEL IN ACCORDANCE WITH ASTM A-815 (REINFORCING BARS). o
V)
F-
V J
0O
u>
4)
N-4 F"1
z Q o
D}--
v
UI
200 mm (ll In) minimum STANDARD CG- 9D EN TRANCES
o
yellow edgy of Island j L v ai
EXIST GROU
RAW
NO SCALECIL z 00
R xW
CG -6 0 V) v
CG-6POINT OF
CURB & GUTTER Uj
BRICK (EXPOSED AGGREGATE) BRICK U W
SIDEWALK CURB & GUTTER FINISHED GRADE SIDEWALK UJ U
3,• (EXPOSED AGGREGATE,) k:j_j
1.5" SM -9.5 o3clC00
1 1' 1/4':• 1' 1 4'.• 1' EXIST. GROUND <
Z•'/ v
0 0 obi o g fb°p Po 0 000 ,' LUcessN
ROUNDABOUT SIGNAGE AND STRIPING DETAIL ~ m Y
NO SCALE 3" BM -25
EXIST. GROUND EXIST. GROUND ZCROSSWALK5.0' 6.0' 2.5' 9.0' 9.0' 2.5' 6.0' 5.0' ASPHALT PAVING, SIDEWALK PLANTING STRIP PLANTING STRIP IDEWfSIGNCENT
COBBLESTONE PA VERS MATCHED
s ILK U vRALISLANDSHALLTOEXISTINGROADWIDTHEMBEDDEDSEEDETAIL
BE MOUNTABLE AND SHALL INTO TYPE 48.0' L- nM' MORTAR
N -N 011' BE DOMED A T A HEIGH' T OF
Q 00.3" TO 0.36" PER 1' DIAMETER I.'.11 RI.DG.." LM.N' MS'CTION
WITH A MAX/MUM HEIGH fi OF 5': ASPHALT PAVING,
SEE DETAIL
S.
VARIABLE WID TH SIDEWALK SUB -BASE h''NRIDG' ROMA ,S'''CTIONSHALLEITHERBE9590
l ROUNDABOUT 6" CONCRETE SLAB;COMPACTED
A D A i r i: •'i r p. •'i r i,. ••• r iy • i r• ` •'• r•,.4
SOIL OR KEffRA06T DRIVE STCr.[ON
it
SIGN 300 PSI MIN. W/
8" COMPACTED AGGREGATE
218
STONEPAICTED
48 PRMTEIF)
I, #3 REBAR. CONT., 2" CLEAR
FIASE COURSE,• • Ai r.!r'r i'r- •r r ,•r r rI ratj r
COMPACTED
SUBGRADETHIS SECTIONINTENDED
h'CTIO.N M
w W^ CD
CO
J o
c
I. »
LL,1
1 D/10 WWF,
COLUMN I, MIN, 2" CLEAR, TYR » '
3 " COMPA C TED A GGREGA TE/j/j\/j\/jam/j .::.::• :.::: , .:` : ` \//\// \\//\//\
BASE COURSE, VDOT #21A
COMPA C TED
COLUMN SUBGRADE COBBLESTONE PA VER DETAIL 1.5" SM -2A
SURFACE COURSE
4 ,
COBBLESTONE •
NO SCALF
i ENTRANCE
11111 Hill 1111111111111111
1.5" SM -2A 3" BM -2A
PROPOSED
RIOU TE 250
RIGHT TURN
LANEINTERMEDIATE COURSE
NO SCALE
rQ
v 0
Apa U
R/W
CIL
RA
PROPOSED
GR
X o
COBBLESTONE POINT OF
COBBLESTONE
EXISTING STONE RETAINING WALL
EDGING -
EDGING L
STA: 5+89.46 TO 7+15.12 FINISHED GRADE E
v2" SM -9.5
PROPOSED 3' STONE o °
20"
DECORATIVE WALL.
oo «A o o a°o a m o moo CPO 0000 o STA: 4+88.12 TO 9+52.89
Q) -0
0.5' E
ai
3" BM -25 8" 21-80 •>
EXIST. GROUND
2: 1 SLOPE 11.0" 11.0" 4.5' w .
v
30.00' NOTE: > Q)
SIDEWALK SUB -BASE ` o
SHALL EITHER BE 950 JOB NO,
a
RMA' PRIZE 5ECTIO V COMPACTED SOIL OR 7D
3Q' PRIY 4TE RIX) 218 S O
COM 22816 (0 Q)
r D
o 0
SECTIO.N- L7 SHEET NO, a
21 of 28 to
v
I- 6
ummmmuimmmm mnuumuuu m%a uii A D A i r i: •'i r p. •'i r i,. ••• r iy • i r• ` •'• r•,.4
8" COMPACTED AGGREGATE
FIASE COURSE,• • Ai r.!r'r i'r- •r r ,•r r rI ratj r
COMPACTED
SUBGRADETHIS SECTIONINTENDED
THE ACCESS .,,, SERVING
COMPACTED THE NATIONAL
SUBGRADE
SECTION WENDED
1
1111, . •
FOR THE MAIN ENTRANCE
ASPHALTPAVING KENRIDGE ROAD
ASPHALT PAVING PARK DRIVE NO SCALE
KENRIDGE LANE
NO SCALE ENTRANCE i !
KENRIDGEDRIVE
rQ
v 0
Apa U
R/W
CIL
RA
PROPOSED
GR
X o
COBBLESTONE POINT OF
COBBLESTONE
EXISTING STONE RETAINING WALL
EDGING -
EDGING L
STA: 5+89.46 TO 7+15.12 FINISHED GRADE E
v2" SM -9.5
PROPOSED 3' STONE o °
20"
DECORATIVE WALL.
oo «A o o a°o a m o moo CPO 0000 o STA: 4+88.12 TO 9+52.89
Q) -0
0.5' E
ai
3" BM -25 8" 21-80 •>
EXIST. GROUND
2: 1 SLOPE 11.0" 11.0" 4.5' w .
v
30.00' NOTE: > Q)
SIDEWALK SUB -BASE ` o
SHALL EITHER BE 950 JOB NO,
a
RMA' PRIZE 5ECTIO V COMPACTED SOIL OR 7D
3Q' PRIY 4TE RIX) 218 S O
COM 22816 (0 Q)
r D
o 0
SECTIO.N- L7 SHEET NO, a
21 of 28 to
v
I- 6
ROCK WALL'
COLUMNS FENCE 8c
GATE
ROCK WALL
COLUMNS
x --
GRAPHIC SCALE
100 50 25 0 50
IN FEET )
1 inch = 50 ft.
150
SCOTT R. COLLINS'Z
u No. 35791
o
ssl ANAL E ii
JOB NO,
22816
SHEET NO.
22 of 28
0 0
A. GEORGE
D((
M
y
CHECKED BY
Ce
M
z N
C O(J
SCALE
1 " = 50'
Z
Ljj
H 0 O
w
U L1j
j ± W
rC
U
U
Lu
s
t- P-,
QU.w
V
z
M
J
M
Lu
S
i
Q
Z LY
J w
1-4
00
Q a > U CTS
N
i..
V jZ
TM
V Z HIM3: ocewX 0 zzto
oa u, i®
z oa
Vol ta U 0O
w LU
o
z
LL N z z zno
V) It
aW W
O
r=CL
W
ui rU)
O
fieri
LU
LU E
u C 000HLnrnC6
z oa
moo
DATE
U 12.15, 05
DRAWN
A. GEORGE
BY
JOB NO,
22816
SHEET NO.
22 of 28
DESIGNED BY
A. GEORGE
D((
M
y
CHECKED BY
Ce
M
S. COLLINS
SCALE
1 " = 50'
Z
Ljj O
w
JOB NO,
22816
SHEET NO.
22 of 28
Q
M
z
D((
M
y
Ce
M
m Z
Ljj O
w
J
U
U U)
L z
M
W
J
M
J
W
i
Q
JOB NO,
22816
SHEET NO.
22 of 28
GENERAL NOTES:
PRE -CONSTRUCTION
CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL
UTILITY LINES. TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERIWATER CONNECTIONS.
NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS
VERIFYALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR
CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING
PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETYINDICATED ONPLANS ALL
PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF
ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT
OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL .FOR
USE OF EQUIVALENT MATERIAL
INSTALL ALL PLANTS AS PER DETAILS AND CONTRACT SPECIFICATIONS
CONSTRUCTION/INSTALLATION
LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANYPLANTS AND MATERIALS THAT ARE INAN
UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO
ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".
LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETYAND CALIPER WITHA SECURELYATTACHED,
WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME
INSTALL AND MAINTAIN LANDSCAPE PLANTINGS AT ENTRANCESIEXITS AND PARKING AREAS SO AS NOT TO
INTERFERE WITH SIGHT DISTANCES.
CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL
FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOT ASSUME IRRIGATION SYSTEM IS
FULLY OPERATIONAL AT COMPLETION OF PLANTING INSTALLATIONAND SHALL NOTIFY OWNER OF
CONDITIONS WHICH AFFECTS THE GUARANTEE:
INSPECTIDNS/GUARANTEE
UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE
GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCL UDING THE REPLACEMENT OF ALL DEAD
PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE
LANDSCAPE ARCHITECT.
ALL EXTERIOR PLANT MATERIALS SHALL BE G UARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL
INSPECTIONAGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH DEFECTS RESULTING
FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS
WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR.
PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY
A SITE PLAN REVIEW AGENT OF THE ABLEMARLE DEPARTMENT OF COMMUNITYDEVELOPMENT PRIOR TO
THE RELEASE OF THE CERTIFICATE OF OCCUPANCY
REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
TREE PROTECTION NOTES:
ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO
EQUIPMENT OPERATORS.
NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEENINSPECTED AND APPROVED BYA
COUNTYINSPECTOR.
TREE PRESER VA TIONAND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON
SITE.
HEA VY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTR UCTION MA TERIALS INCLUDING
SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED.
SOIL EROSIONAND STORMWATER DETENTIONDEVICES: SHALL NOT ADVERSELYAFFECT TREES TO BE
SAVED.
FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SA VED.
TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED.
TREES TO BE RETAINED WITHIN 40 FEET OFA PROPOSED BUILDING OR GRADING ACTIVITY SHALL ..8E
PROTECTED BYFENCING.
FENCING SHALL BE INPLACE AND SHALL BE INSPECTED AND APPROVED BYA COUNTYINSPECTOR
PRIOR TO GRADING OR CONSTRUCTION
WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED, A TREE
WELL SHALL BE PROVIDED AND A CONSTR UCTION DETAIL SUBMITTED FOR APPROVAL.
WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE A TREE TO BE SAVED, A TREE
WALL SHALL BE PROVIDED; AND A CONSTRUCTIONDETAIL SUBMITTED FOR APPROVAL.
WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE DONE AS FAR AWAY
FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE CONSIDERED
ASANALTERNATIVE WHENITIS ANTICIPATED THATNECESSARY TRENCHING WILL DESTROYFEEDER
ROOTS.
PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP.
DAMAGED TREES SHALL BE TREATED IMMEDIA TEL YBY PRUNING, F.ERTILLZATION OR OTHER METHODS
RECOMMENDED BYA TREE SPECIALIST.
ARBOR TAPE OR NYLON WEBBING
LACE TDP OF ROOT BALL SLIGHTLY
ABOVE GRADE.
SHREDDED HARDWOOD
MULCH (MIN. 4" DEPTH)
DO NOT MULCH AGAINST
TRUNK OF TREE)
EARTH BERM AROUND BALL
REMOVE BURLAP FROM
TOP 1/3 OF BALL
ORIGINAL SOIL, AMEND AS
REQUIRED
NEVER CUT
MAIN LEADER
CONIFEROUS TREE PLANTING DETAIL
NO SCALE
REINFORCED RUBBER HOSE
ARBOR TAPE, OR NYLON 14
PRUNE DEAD OR DAMAGED
BRANCHES DO NOT PRUNE
CENTRAL LEADER.
r r rs
r
rr r
i...)
r r s •
DECIDUOUS TREE PLANTING DETAIL
NO SCALE
2 5, j ---- PLANTING 50/L
FILTER FABRIC
0 5 , — CLEAN GRA VEL
4" PERFORATED PIPE
SUBGRADE
III -=i I I—I 11=1 11=1 I I-=1 I I --I 11=
1i t—I l—III III—III-1ii=1
SOIL/DRAINAGE STRA TA
NO SCALE
1992
DRIP UNE
SWO FENCE
TRI
FENCING AND
CORD FENCE
PLASTIC FENCE
CORRECT METHODS OF TREE FENCING
Source: Va. DSWC.,
CORRECT TRUNK ARMORING
ENCS
M - 401
3.38
Plate 3.38-2
REMOVE BURLAP FROM
TOP 113 OF BALL
REMOVE BURLAP FROM
TOP 1/3 OF BALL
EARTH BERM AROUND BED
iGQ`;1,1111, ho
rJir:!•!r±i!:ib%tai` \\/
r r r
NOTE : REMOVE ALL DEAD, BROKEN,
DISEASED AND WEAK BRANCHES
SHRUB PLANTING DETAIL
NO SCALE
THE SITE WALLS ARE TO BE CLAD WITH FIELDSTONE LAID WITHA DRY -STACKED APPEARANCE. THE STONE
SHOULD BE :4 BUFF COLOR AND WILL BE SAID SO THAT THE HORIZONTAL BEDDING OF THE STONE IS
EMPHASIZED.
THE SIDEWALKS WILL BE DRY -LAID WOOD MOLDED BRICKS. OLD VIRGINIA OR OLD CAROLINA BRICK PAVERS
WOULD SUTFICE. ALL SIDEWALKS SHALL BE LAID IN THE SAME BRICK CONCRETE PAVERS ARE NOT
ACCEPTABLE.
DRIVEWAY SURFACES INTO GARAGES SHALL BE EXPOSED AGGREGATE CONCRETE. THE SURFACE SHALL BE
MODERATELY WASHED. THE AGGREGATE SHALL BE BROWN OR BUFF IN COLOR.
THE STEPS FROM THE DRIVEWAY TO THE FRONT WALK SHALL BE OF BRICK TREADS AND RISERS TO MATCH THE
WOOD MOLDED BRICK OF THE WALKWAYS.
A SCREENING EVERGREEN HEDGE OF BOXWOOD (BUXUS "GREEN GEM') 24"AT PLANTING SHALL BE PLANTED
PARALLEL TO THE STONEWALL ALONG EACH DRIVEWAYAND GARAGE ENTRANCE. THIS IS TO PROVIDE A VISUAL
SEPARATION BETWEEN EACH FRONT GARDENANDASSOCIATED DRIVEWAY
THE PARKWAYS ALONG THE MAIN DRIVES WILL BE PLANTED IN TURF. IRRIGATION SHALL BE PROVIDED FOR
THESE PLANTING AREAS
ONE SHADE TREE OF NO LESS THAN 4" CALIPER SHALL BE IN THE PARKWAY STRIP OF EACH UNIT. SUGGESTED
SPECIES SHOULD INCLUDE ACER R UBURM "RED SUNSET" (RED MAPLE), QUERCUS PHELLOS (WILLOW OAK),
QUERCUSACUTISSIMA (SAWTOOTH OAK), TILIA TOMENTOSA (SILVER LINDEN), AND QUERCUSIMBRICARIA
SHINGLE OAK).
THE INTERIOR OF EACH COURTYARD SHALL BE DELINEATED IN ONE OF THE FOUR WAYS SHOWN ON THE PLAN
AND IN THE DETAILS. THE OUTLINE OF THE GARDENS IS DEFINED BYA EVERGREEN BOXWOOD HEDGE (BUXUS,
GREEN GEM'), 12"PLANTS SPACED 12" ON CENTER AT PLANTING. THIS IS TO CREATE ANIMMEDIATE
EVERGREEN PATTERN.
THE INTERIOR OF THE BOXWOOD PARTERRES MAYBE PLANTED WITH GROUNDCOVER. SUCHAS VINCA MINOR
PERIWINKLE), HEDRA HELIX (ENGLISH IVY), OR LIRIOPE SPICATA (LIRIOPE). ALTERNATIVE OPTIONS FOR THE
INTERIOR SPACES OF THE PARTERRES MAYINCLUDE FINE GRAVEL OF VARIOUS COLORS (112"MAXIMUM
AGGREGATE) OR LOW GROWING HERBACEOUS PERENNIALS OR ANNUALS FOR SEASONAL COLOR, EVERGREEN
GROUNDCOVERS IS MUCHPREFERRED.
EACH FRONT COURTYARD WILL BE PLANTED WITH AN ORNAMENTAL FLOWERING TREE SUCHAS A CORNUS
KOUSA (KOUSA DOGWOOD), PRUNUS YEDOENSIS (YOSHINO CHERRY), MAGNOLIA XSOULANGIANA (SAUCER
MAGNOLIA), MAGNOLIA VIRGINIANA (SWEETBAYMAGNOLIA), MALUS SARGENTII (SARGENT CRABAPPLE),
HAMAMELIS VIRGINIANA (COMMON WITCHHAZEL), OR CHIONANTHUS VIRGINICUS (WHITE FRINGETREE).
EACH UNIT SHALL ALSO BE REQUIRED TO USE CLIMBING PLANTS SUCHAS ROSES, CLEMATIS OR CLIMBING
HYDRANGEA TO SOFTEN THE FRONT FACADES OF THE TOWNHOUSES.
TERRA COTTA AND STONE POTS FILLED WITH ANNUALS AND PERENNIALS SHOULD BE PLACED ONEACH PORCH(.
MP
STONE WALL
BRICK STEPS
COURT YARD -
SEE CROSS SECTION
BELOW FOR
SOIL/DRAINAGE STRATA)
BRICK WALK
3'
2'
4" PERFORATED
PIPE
2
EXPOSED
AGGREGATE
DRIVEWAY
BRICK SIDEWALK
EXPOSED
AGGREGATE
DRIVEWAY
FRONT COURTYARD DRAINAGE SY87L M DETAILS
C0URTYAf?D WALL DETAIL
NO SCALE
PLANT LIST
KEY QNTY. BOTANICAL NAME COMMONNAME MIN. INSTALLED
SIZE
ROOT
TYPE
REMARKS
10 -YR. CANOPY
COVERAGE
ALLOWANCE
10 -YR. CANOPY
COVERAGE TOTAL
AR 12 ACER RUBBUM'RED SUNSET' RED SUNSET RED MAPLE 1 1/2"- 1 3/4" CAL. B&B SINGLE LEADER 397 4764
ARS 45 AGER RUBBUM'RED SUNSET' RED SUNSET RED MAPLE 4" CAL, B&B SINGLE LEADER 907 40815
BSP 46 BUXUS SEMPRIVIRENS AMERICANBOXWOOD 4' HEIGHT B&B DENSE/FULL
RSV 91 BUXUSSEMPRIVIRENS AMERICANBOXWOOD 3'HEIGHT B&B DENSE/FULL
BTRG 172 BERBERIS THUNBERGII "ROSE GLOW" ROSE GLOW BARBERRY 24"SPREAD CONT. DENSE/FULL
BXS 18 BUXUS SEMPRIVIRENS AMERICANBOXWOOD 6'HEIGHT B&B DENSE/FULL
C >M M
CD 19 CEDR US DEODARA DEODAR CEDAR 6' HEIGHT B&B SINGLE LEADER
H N
CHV 29 CHIONANTHUS VIRGINIICUS FRINGE TREE 6' HEIGHT B&B SINGLE STEM ONLY 143 4147
CK 29 CORNUS KOUSA KOUSA DOGWOOD 6' HEIGHT B&B SINGLE STEM ONLY 128 3712
CL 172 CUPRESSOCYPARIS x LEYLANDII LEYLAND CYPRESS 10'- 12'HEIGHT B&B SINGLE LEADER 46 7912
HV 6 HAMAMELIS VIRGINIANA COMMON WITCHHAZEL 6' HEIGHT B&B SINGLE LEADER 113 678
HYQU 15 HYDRANGEA QUERCIFOLIA 'ALICE' ALICE OAKLEAF HYDRANGEA 24"HEIGHT CONT: DENSE/FULL
W
4
IN 13 ILEXX 'NELLIE R. STEVENS' NELLIE STEVENS HOLLY 6' HEIGHT B&B SINGLE LEADER 44 572
MSG 14 MALUS SARGENTII SARGENTS CRABAPPLE 6' HEIGHT B&B SINGLE STEMONLY 41 574
MSO 17 MAGNOLIA x SOULANGIANA "RUSTICA
RUBRA„ RUSTIC RUBRA SAUCER MAGNOLIA 6' HEIGIfT B&B SINGLE STEM ONLY 145 2465
MV 6 MAGNOLIA STELLA T 'ROYAL STAR' SWEETBAY MAGNOLIA 6' HEIGIPT B&B SINGLE STEM ONLY 49 294
PY 33 PR UNUS x YEDOENSIS YOSHINO CHERRY 6'HEIGIIPT B&B SINGLESTEMONLY 99 3267
QC 8 QUERCUS COCCINEA "SPLENDENS" SPLENDENS SCARLET OAK 1112"- 1314 CAL. B&B SINGLE LEADER 370 2960
QCS 2 QUERCUS COCCINEA "SPLENDENS" SPLENDENS SCARLET OAK 8" -10" CAL. B&B SINGLE LEADER 1691 3382
QP 13 QUERCUCPHELLOS'HIGHTOWER' HIGHTOWERWILLOWOAK 1112"-1314 CAL B&B SINGLE LEADER 370 4810
QPAL 13 QUERCUS PALUSTRIS PIN OAK 1112"-1314 "' CAL. B&B SINGLE LEADER 370 4810
QPH 3 QUERCUCPHELLOS'HIGHTOWER' HIGHTO WER WILL 0 W OAK 4"-61'CAIL. B&B SINGLE LEADER 846 2538
RORE 18 RHODODENDRON C. "ROSEUMELEGANS"
RHODRO E CATAWBA
RHODODODODENDRORON 24 SPREAD CONT DENSE/FULL
TT 28 TILIA TOMENTOSA 'PRINCETON" PRINCETON SILVER LINDEN 4" CAL. B&B SINGLE LEADER 631 17668
TOTAL 105368
PLANT REQ UIREMEN TS
TREE CANOPY CAL CULA 77ONS:
A. Gross Site Area: 718,740 S.F
B. Open Space: 133,055 S.F.
C. Remainder 585,685 S.F. * 0.10 = 58,569 S.F.
D. 106,012 S.F. Canopy Coverage Proposed
E. 111,000 S.F. Canopy Coverage Existing to Remain
111 Canopy Trees * 1000)
F. 217,012 S.F. Canopy Coverage Total (37.050
SP
SCOTT R. COLLINS2,'
No. 35791
SS ONAL E
1
d o
z
rn
N "
O
N Ui
0
O
Q
v
w U C
uta v> V
Q
Q W LU
W
LU 0
1
z
0 W 0 M0- - oc co
LU
p C >M M
CL
w
Ln
00
U zgtMV z H N
C
LU dX' 0
LU UjoCt~t i
Q)
2: 2:
M
ON U 00
UHVad
W rn C
W
U- N H z z z
iD M
0
00
W 4 U U
a w W
a W
00 ~ 0 a di
a.a
Ui
O
Ice
U
Uj
O
v
Q
C
LU E
CL
w
Ln
00
14
t C 4Ui ozQ) 0
O
in
DATE
O
U) 12.15.05
DRAWN BY
A. GEORGE
DESIGNED BY .
A. GEORGE
CHECKED BY
S. COLLINS
SCALE
1"=10'
c
C
0
7D
Q)
vi
v
0
co
v
Xv
v
co
1
Q)
U
v
D
U
0
JOB NO.
D
22816
D
Uj
O
v
Q
co
v
Xv
v
co
1
Q)
U
v
D
U
0
JOB NO.
D
22816
D
al
0
s
0
N
6)
E
d
Z
O
d
O_
P
C5
m
D
co
Cu
Oj
d
A7
F'
0)
75
N
0)
N
y
I
CO
Cu
U
ci-
0
d-
0
5 3:
I
cv
4
7
I
a
O CL
0
o
O
O
O
O
J -rte
D
D
D
D
D
D
L
D
C7
n
0
C)
V)
a)c0
5 U
D 0
U
x
Q) 7L-
5 E
Q)
0
V)
D
0
L:
Q)
0 >
0
Q) Q-
V)
D
m
ci-
110
CD
0
N
CLJ
0
CtJ
E
d
z
0
d
J
0
P
C5
m
I
D
i
co
1J
CU
d
a
n
m
75
E
0
y
I
co
N
cu
d -
CD
rV
E
g
0
CU
i-
I
0
0
Oj
CU
CD
H1
W
d
1 T
0
d
J
m
3
75
O_
I
C5
T
D
OD
Oj
Cu
d
d.
h'
Q)
3t
75
Q)
75
S
N
I
CU
N
l
O
d'
O
L
V) w
Q)
L
XQ)
v
O
0
c
THREAD BY 3/8"
INSERT ELBOW
PVC REDUCER BUSHING SLP X FPT
PVC S X S X S TEE --
POP UP LAWN SPRINKLER HEAD
3/8" LD, HEAVY WALLED
POLYETHYLENE TUBING 4
ZONELINE PIPE -
THREAD BY 3/8"
INSERT ELBOW
SINGLE STREAM ROTARY SPRINKLER HEAD
WITH SWING PIPE AND FITTINGS
VALUE BOX & COVER
FINISHED GRADE
PVC LATERAL LINE
SEE SPECS. FOR DEPTH
CONTINUOUS BRICK
SUPPORTS
PVC MALE ADAPTER (TYP.)
GRAVEL (1 CU. FT.)
1" 1.5" PLASTIC VALVE
ELECTRIC)
I
I
MULTIPLE STREAM ROTARY
SPRINKLER 12" HIGH POP
3/8" I.D. HEAVY WALLED
POLYETHYLENE TUBING
THREAD BY 3/8"
INSERT ELBOW
PVC REDUCER BUSHING SLP X FPT
PVC SXS XSTEE
ZONELINE PAPE
THREAD BY 3/8"
INSERT ELBOW
MULTIPLE STREAM ROTARY SPRINKLER HEAD
WITH SWING PIPE AND FITTINGS
CONTROL WIRING WITH 12" MIN.
SERVICE COIL AND WATERPROOF
WIRE SPLICE CONNECTORS
GLOBE/ANGLE REMOTE
CONTROL VALVE WITH FLOW CONTROL
MODEL NO. P-220-27-06 AS MANUFACTURED BY THE TORO CO.
OR APPROVED EQUAL
PVC MAIN LINE
LENGTH AS REQUIRED
PVC ELBOW
PVC MAIN LINE
LENGTH AS REQUIRED
PVC TEE OR ELBOW (TYP.)
PVC MAIN LINE (TYP)
SEE SPECS, FIOR DEPTH
NOTES:
SEE PLANS, LEGEND AND
SPECIFICATIONS FOR
ADDITIONAL INSTALLATION
NOTES.
NOTE:
ASSEMBLY TO BE FITTED ON SOLE SOURCE OF WATER
FOR LAWN IRRIGATION SYSTEM EQUIPPED WITH POP-UP
SPRINKLER HEADS AND AUTOMATICALLY CONTROLLED VALVES.
1 " COMPRESSED AIR BLOWOUT
UNE SIZED GATE VALVE
INSTALLED IN VALVE BOX
GALV. IRON OR COPPER PIPING
CONNECTION FROM CITY WATER
Iff
6" MIN.
D
8" MIN.
EXAMPLE
PVOvO POO 704OOv4PVO4OVP V V O P V PV V P P V O P V O V V 40 V PO V v 7 V V O V P 7 PP 1707VPC
V VOV VV VVvc 7 V 7 V 0 v V P V V V p P V V V V V V O V V V 7 P V O V V V O V V O V P V V 7 V V P O P O V VP vOc 7V4v 7c7
vvPvv vvc P7vvovvvvPvvvvv000vv avvvavvvvvovvovvovv7vvavvvvvvvvcv Pvvvcv`
vOV 77V7vr7 V7 v v O V v v P O v O V v v v O V P v v v v v PV P P v v V P O V O O v v v 7 v v OP P P PV PCP OV v PC Vv
040pp pc pp7O pOP VOp4P pP 040 OOP 40O pOv 04v 0v 0OPPv00 OO7OO pppv DO OP VOpcOp
vavvvo c v ov7oovPvvvovovvvvvvgPvvPovvovvo4vvvoovvo7vovvvvv r v vvviceo
PPvvovP v vvPv7vvvvv400Pvvvavvv vvPovvP4vvvvvvvvavvoc7vvvovvv vvvvovv
vvvvvv- ovav7vv4oavvavvovvvoovvvvvvv Pv4vovoavPvvvP7vvovvP P4cvvo
vPQPP4 v VV4v7v 4OVVOp V99OV0VO VOV 4vv O40OVPDOD pOOOP0V70OVPOCOP Pc9OP
nn1, vvv 47c0174 OPO V 777 P tl OO O V OOP V 7 V V7 Y P P P OV P PO V V P P P VP 7 O v 7 V V O V C vvv ocVvvv1GMIN. 4P9PC vPV OpV OV7Ov949OP 449OOp49V POOP OOOVVVOV YOPOv07p OPOOP POO Vp9vP
PPP Yc pP 7p4 77 v v p 7 V V O V V V P V V V O P V V P V O V O V O V O V P V O V P P V V P V V P P 70 P c v OVP 777V P
OVVcO vvv OPOvvV 70V vvv vOOV VPDO40v0VPVVVOVVv4v VOVPVVvv V70c Ovv Pv4
OPPOPO
O
vPOCV OYtivP vOV4OO7O4OPtivovvovvvvvvvvvvvo Pvvv PPOpPVOVOV07cvv 0V7vvvv OO9
OvcpO 004 pPV VOp97444P OOP V409O0 POOP ppV pp09v 0P VOPPP V49p V -P 04OOec Oppp 4P`
0c 7 vvvv VV v v P v v P V 7 v v P P O v 0 v V P 0 v v v 4 v V v v v v O P V P v v V P p V v O v 0 v c 70 V vvv vvv v V V
vPPVP vvv vvovvv4o7vvovvvvvPvovoo PPvvvvvvavvv4oPvvovvvcv7ovvPco
vv000vP
I
GOP PPP4 O40PpPV PTOV VPOP 44II PPO VOPPOPOVPPOV PPO90PPPV PCPV7v 777 7VVP7Vv
vvvVPv vvv vvv vvovvv 7ovv vvvv vvv vvvvvvvvv vovovvvoovtivvPcvvP7ovcvv vooPvv`
Povvvvoo vovvPvvpv7vvovvvPvovovvvvovvvavvvvvvoovvoo Pvvvv7 cPv vvvvovv
v4v Pvo PooPPPPvv v7vvvvvvvPo vvPvovoovvvv vvvvv400avcvvvvv7cvov ov ov4v
LINE SIZED GA
INSTALLED IN V/
I
HIGH POP 12" SPRINKLER HEAD
3/8" I.D. HEAVY WALLED
POLYETHYLENE TUBING
THREAD BY 3/8"
INSERT ELBOW
PVC REDUCER BUSHING SLP X FPT
PVC S X S X S TEE
ZONELINE PIPE
THREAD BY 3/8"
INSERT ELBOW
12" HIGH POP-UP SPRAY SPRINKLER
WITH SWING PIPE AND FITTINGS
LINE SIZED ISOLATION VALVE DETAIL I
INSTALL HERE A WILKINS REDUCED PRESSURE
PRINCIPLE BACKFLOW PREVENTER
MODEL 2" 975XL OR APPROVED EQUAL
18' MIN.
CONCRETE SUPPORTS & ANCHORS
1.0 CUBIC FEET EACH
REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER
Typical Assembly)
FLOW —=
POP UP LAWN SPRINKLER HEAD
THREAD BY 3/8"
INSERT ELBOW
PVC REDUCER BUSHING SLP X FPT
PVC S X S X S TEE --
ZONELINE PIPE -
THREAD BY 3/8"
INSERT ELBOW
3/8" I.D. HEAVY WALLED
IPOLYETHYLENETUBINGI
4" POP-UP SPRAY SPRINKLER
WITH SWING PIPE AND FITTINGS
27
2
Mi
OTORO CUSTOM COMMAND
IRRIGATION CONTROLLER
MODEL NO. GCM -XX
AND CC -PED
SEE PLAN FOR NUMBER
OF STATIONS
Q SLOPE TO DRAIN
O CONCRETE FOOTING
O FINISHED GRADE
O1/2" CONDUIT FOR
GROUND WIRE
O1/2" CONDUIT FOR ELECTRICAL
POWER CONDUCTORS PER
LOCAL AND NATIONAL
CODES
O2" CONDUIT FOR
REMOTE CONTROL VALVES
AND SENSOR WIRES
FRONT RIGHT -SIDE
SECTION/ELEVATION SECTION/ELEVATION
METAL)
EXTERIOR PEDESTAL -MOUNT CONTROLLER
TORO CUSTOM COMMAND
SCALE: NOT TO SCALE
Custom -Command ext -ped
SECTION VIEW
MAINLINE, LATERAL, MAINLINE LATERAL WIRING IN
AND WIRING IN PIPE PIPE CONDUIT
THE SAME TRENCH
PLAN VIEW
3
WIRE W/O CONDUIT
RUN WIRING BENEATH ALL SOLVENT WELD TIE A 24" LOOP IN
AND BESIDE MANLINE. PLAST!C PIPING OT ALL WIRING AT CHANGES
TAPE AND BUNDLE AT dc SNAKED IN OF DIRECTION OF 30'
10' INTERVALS.
TRENCH AS SHOWN. OR GREATER, UNTIE AFTER
ALL CONNECTIONS HAVE
BEEN MADE
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS,
2, DO NOT SCALE DRAWINGS.
3, SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE
BUNDLE WITHIN.
4, FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS,
5,
PIPE AND WIRE TRENCHING
STANDARD TRENCHES
a a -- PAVING
DITCH
SLEEVES
PVC CAP (TYPICAL)
PAVING
f 24" MINIMUM
O
PVC CAP (TYPICAL)
L EXCAVATE TRENCH TO COMPENSATE FOR SHOT ROCK BACKFILL ONSITE
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. DO NOT SCALE DRAWINGS.
3. ALL PVC IRRIGATION SLEEVES TO BE SCH40 PIPE.
4. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT.
5. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24" MINIMUM
ABOVE FINISH GRADE.
6. EXCAVATE TRENCH TO COMPENSATE FOR SHOT ROCK BACKFILL ONSITE
7. MECHANICALLY TAMP TO 95% PROCTOR.
SLEEVING
SLEEVES UNDER HARDSCAPES
VALVE BOX & COVER
FINISHED GRADE
TORO QUICK COUPLING
VALVE, MODEIL NO. 473-00
474-00, 474E-01, 474-03,
475-00, 4751-01,476-00
476-01, 474E-21, 474-04,
474-24, 474'-44 OR 476-04
SEE SPECS,
CONTINUOUS BRICK
SUPPORTS
GRAVEL (1 CU. FT.)
MANUFACTURED SWING
PVC MAIN LINE
SEE SPECS. FOR DEF
NOTES & LEGENDS
HEADS
SINGLE STREAM GEAR DRIVEN ROTARY SPRINKLER HEAD WITH 4" POP-UP STROKE
12" HIGH POP MIST SPRINKLER HEAD WITH FIXED SPRAY NOZZLE.
0 - 4" HIGH POP MIST SPRINKLER HEAD WITH FIXED SPRAY NOZZLE.
s - MULTI -STREAM GEAR DRIVEN ROTARY SPRINKLER HEAD WITH 4" POP-UP STROKE.
MULTI -STREAM GEAR DRIVEN ROTARY SPRINKLER HEAD WITH 12" POP-UP STROKE,
BRASS QUICK COUPLING VALVE INSTALLED IN 10" VALVE BOX
LINE SIZED ISOLATION VALVE INSTALLED IN 10" VALVE BOX
PIPE
DENOTES ROUTE OF PR 200 PVC LATERAL PIPING.
LATERAL PIPE SIZING SCHEDULE
ZERO TO FIFTEEN GPM ACCUMULATED FLOW USE 1 " PR 200
PVC PIPE
GREATER THAN FIFTEEN UP TO THIRTY-FIVE GPM USE 1.5"
PR 200 PVC PIPE
GREATER THAN THAN THIRTY FIVE UP TO FIFTY GPM USE 2"
PR 200 PVC PIPE
DENOTES ROUTE OF PR 200 MAIN LINE PIPING,
VALVES LOCATION OF ELECTRIC 24 V.A. C. REMOTE CONTROL VALVE
l WITH FLOW CONTROL FEATURE AS MANUFACTURED BY:
TORO MODEL# (P-220-27-06) OR APPROVED EQUAL
CONTROLLER
O-LOCATION OF THE IRRIGATION CONTROLLER, THE CONTROLLER
SHALL BEA (48) STATION WITH MUTIPLE PROGRAMS
@) THE CONTROLLER SHALL BEA PEDESTAL MOUNT STYLE.
MODEL NUMBER TCC48M . AS MANUFACTURED BY TORO OR APPROVED
EQUAL. THE APPROXIMATE LOCATION IS SHOWN ON THE PLAN.
ALL ELECTRICAL CONNECTIONS AND INSTALLATIONS SHALL BE
PERFORMED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS,
ALL 120 VAC WIRING SHALL BE INSTALLED IN ACCORDANCE WITH ALL
APPLICABLE ELECTRICAL CODE REQUIREMENTS.
NOTE: THE OWNER SHALL BE RESPONSIBLE FOR PROVIDING A 120
VAC POWER CIRCUIT AT THE CONTROLLER LOCATION. THE POWER SOURCE
SHALL BE CAPABLE OF SUPPORTING A 10 AMPERE LOAD AT 120 VAC.
BACKFLOW PREVENTION
DENOTES THE LOCATION OF REDUCED PRESSURE BACKFLOW
PREVENTER ASSEMBLY WHICH SHALL BE THE
RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. THE BACKFLOW
SHALL BE 2" IN SIZE. THE BACKFLOW SHALL BE MANUFACTURED BY:
WILKINS) MODEL# (975XL ) OR APPROVED EQUAL
WATER SUPPLY
DENOTES THE LOCATION OF THE PROPOSED IRRIGATION METER,
THE METER SHALT- BE THE OWNER'S RESPONSIBILITY, THE METER
SHALL BE 1-112"IN SIZE.
THE IRRIGATION SYSTEMS SHALL BE CAPABLE OF DELIVERING 55 GPM
AT 70 PSI MAXIMUM WITH ONE STATION OPERATING WITH 40 PSI AT THE
BASE OF THE HEAD FOR OPTIMUM PERFORMANCE OF THE IRRIGATION SYSTEM
AS DESIGNED AND SPECIFIED.
DENOTES THE LOCATION OF IRRIGATION BOOSTER PUMP
POWER TO PbklP SHALL BE THE OWNER'S RESPONSIBILITY
SLEEVING
DENOTES LOCATION OF PVC SLEEVES FOR IRRIGATION PIPING,
WHERE WIRE RUNS OCCUR, A SEPARATE PVC ELECTRICAL CONDUIT
SLEEVE SHALL BE USED FOR 24 VAC WIRING PER ELECTRICAL CODE,
OWNER IS RESPOVSIBLE FOR ALL SLEEVING UNDER UNITS
OWNER TO PROVIDE LOCATIONS OF ALL SLEEVING UNDER UNITS
CONTRACTOR RESPONSIBLE FOR INSTALLING CARRIER PIPE
THROUGH SLEEVING UNDER EACH UNIT
NOTE: THE IRRIGATION SYSTEM IS DISPLAYED SCHEMATIC IN
NATURE, THE IRRIGATION CONTRACTOR MAYBE REQUIRED TO MAKE
MINOR ADJUSTMENTS IN THE FIELD. THESE MINOR ADJUSTMENTS
SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER BUT SHALL
BE MADE ONLY AFTER NOTIFICATION IS MADE TO THE OWNER OR
HIS REPRESENTATIVE.
THIS DESIGN IS BASED ON THE SITE INFORMATION ANDIOR DRAWINGS
SUPPLIED BY THE CLIENT OF RECORD WITH DESIGN CRITERIA BEING SET
BY THE CLIENT AND/QR PROJECT OWNER (I, E. AREA TO BE IRRIGATED,
MANUFACTURERS EQUIPMENT TO BE EMPLOYED, WATER SOURCE
SUITABILITY, ELECTRICAL POWER AVAILABILITY FOR IRRIGATION
SYSTEM USE, ETC.).
R ELBOW (TYP.) I
SECTION/ELEVATION
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2, DO NOT SCALE DRAWINGS,
3. SEE PLANS, LEGEND AND SPECIFICATIONS FOR ADDITIONAL INSTALLATION NOTES.
VALVES:400 SERIES AS MANUFACTURED BY THE TORO CO. OR APPROVED EQUAL
3/4", 1" 8c 1-1/2" QUICK COUPLING VALVE, SWING JOINT, IN VALVE BOX
0
O
o
WIRES TO 0
CONTROLLER
0 0
WALL
NOTE:
MOUNT'MREILESS RAIN-CLIK ON ANY SURFACE WERE IT
WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL,
BUT NOT IN THE PATH OF SPRINKLER SPRAY.
ONO
L WIRELESS RAIN-CLIK
NO SCALE INSTALLATION DETAIL
0<.
TH 0
O
SCOTT R. COLLINS'Z,
No. 35791
rorraL E
U
O
0
Uu
LU
U
z
0
Ln
0
o
C
z
rn
N" cm0
W
a c
LU
nQ
o00
r -i
ko
O
cr_l O
Uj w E
J
DATE
N
4w
wI=- v > ; V
DRAWN BY
T. EDWARDS
DESIGNED BY
Q
T EDWARDS
CHECKED BY
T, EDWARDS
W
SCALE
1"=40'
Q Q W_ MZ
ceCL co
0 aOUN i..
Q
U
C7 W d:
CUj
pe X
V p
H
11--
Z Z
n
F-
0 oaV)U_ 4
z z t Vf 7- LU
v(n,w w UGOOLULn
i
o
Z
LL
N H Z Z z
U W OOHIlii
ccoo
FW--
M
W
U -j a Uj o.
w= W
cr>
o ce
U
O
0
Uu
LU
U
z
0
Ln
0
Q
0
cti
I
CD
CD
i
CD
4
W
C5
z
0
J
75
0
C5
m
co
CU
CU
r
d
n
m
i
n
0)
75
y
I
co
CU
cu
r-
CD
r
i
0 L
D
0o
Q)r",
COO
a cn
o
o
c
s O
co
crZO
o U
ftl
L
o
0o (D
z
X
O W0
o
W of
J oO
Q
W OHm
F- o
c
T c
o O
U E
W
Ln w 0
0
O
CDW
J In 0Jz
7
LU 4-
0
T
Q u
All G) U
Oy L
0
0O
U
3 o
U -r
N
E
o
c
co
o
E
U .-
O co
U
v •
o
U O
O > N
O
O
228Y 6 °
SHEET NO, cz °-
28 OF 28 °' Q
n> >
C
W
LU
nQ
o00
r -i
ko
O
ko
ri
CLn
DATE
N
4w
12..15.05
DRAWN BY
T. EDWARDS
DESIGNED BY
T EDWARDS
CHECKED BY
T, EDWARDS
SCALE
1"=40'
Q
0
cti
I
CD
CD
i
CD
4
W
C5
z
0
J
75
0
C5
m
co
CU
CU
r
d
n
m
i
n
0)
75
y
I
co
CU
cu
r-
CD
r
i
0 L
D
0o
Q)r",
COO
a cn
o
o
c
s O
co
crZO
o U
ftl
L
o
0o (D
z
X
O W0
o
W of
J oO
Q
W OHm
F- o
c
T c
o O
U E
W
Ln w 0
0
O
CDW
J In 0Jz
7
LU 4-
0
T
Q u
All G) U
Oy L
0
0O
U
3 o
U -r
N
E
o
c
co
o
E
U .-
O co
U
v •
o
U O
O > N
O
O
228Y 6 °
SHEET NO, cz °-
28 OF 28 °' Q
n> >