HomeMy WebLinkAbout13-11 Power of Attorney0
0
Special Limited Poaver of Attorney
x a Connty of Frederick, Virginia
Frederick Planning Well Site: tsNcvv.co.frederick.va.us
Department of Planning & Development, County of Frederick, Virginia,
107 North Kent Street, Suite 202 Vr'inchesler, Virginia 22601
Phone 540 -665 -5651 Facsimile 540- 665 -6395
Know AI I Men By Those Present That I (Wc)
(Name) (3rgd Aksup {nr P;l;A Tre.,el Ce..ke t-l_C (Phone) ?ZvS- N7y- Z417
(.Address) 55p2 Lor,cs 2d Knoxujk -rlij 3790`%
the owner(s) of all those tracts or parcels of land ( "Property") conveyed to me (us), by deed recorded in the
Clerk's Office of the Circuit Court of the County of Frederick. Virginia, by
InstrumentNo.DB:867 on Page 670 1 and is described as
PARCEL ID: 33 9 1 TAX MAP: 33 1530 REST CHURCH ROAD
Parcel: Lot: Block: _ Section: Subdivision: _
do hereby make, constitute and appoint:
(Name) Paul Hinson, P.E. (Koontz- Bryant, P.C.) ( Phone) (804)200 -1914
(.Address) 1703 N. Parham Road, Suite 100, Richmond, VA 23229
To act as my true and lawful attorney -in -fact for and in Illy (our) name, place, and stead with full power and
authority I (ive).vould have if acting personally to file planning applications for my (our) above described
Properh. including:
• Rezoning (including proffers)
• Conditional Use Permits
❑ Master Development Plan (Preliminary and Final)
❑ Subdivision
V_ Site Plan
❑ Comprebensive Policy Plan Amendment
My attorney -in -fact shall have the authority to offer proffered conditions and to make amendments to
previously approved proffered conditions except as follows:
This authorization shall expire one year from the day it is signed, or until it is otherwise rescinded or
modified.
in witness thereof, I (we) have hereto set my (ogy) hand and seal this A", day of Lunt , 20® It ,
Signature(s)
'P_nne%e"
State of y_aigirria, CityrCountv of
1. Vil tic, I -T, Il
aforesaid, certify that the person(s) who s
and has acknowledged the same before in
Notary
To -wit:
Public is and for the jurisdiction
rent personally appeared before me
jthis day of 4)1, ,20AII .
p )G:pfi'lorniion Espires.
I
I
I
CONCRETE CURB CONCRETE CURB
(4000 PSI)
4000 P511
" ll
WEAR SURFACE 0 � I 2' -p °' 1 " 6" WEAR SURFACE ON "
BINDER COURSE FINISHED BINDER COURSE 2 -p 1 6 FINISHED
GRADE �
GRADE
1/2" RAD X115 TOOLED - - _ 1/2" RADIUS TOOLED
EDGE ° EDGE
SLOP 4% (1/2" PER 1) SLOPE -29 (1/4" PER 1')
2" BITUMINOUS SURFACE _
— 4 r wo COURSE J .. ... 1,...�e kst..., ....�.,. i.. u. . � k. .�.:i ..::., # :; ��'� f� : ,akx,�. -rr� ii r,r.; � ::a .`l..v .� .,ih_, ., ..��.., .: ., a:�. ..,, ...r..... ,.... ,x„ rt. - p a ,: Q - 4 BITUMINOUS BASE a (BINDER) COURSE 0� O 0 � 0 OO �-o o 0 o AGGREGATE
-- ---10" AGGREGATE 0 C%o c� o O ° 0 O AGGREGATE o o BASE COURSE
0 0 0 �- BASE COURSE
0 0 BASE COURSE o CD o0 o i o0 i COo i o0 OD i o 0 0
0 coo o i C i _ _
oO Qo o III i -iii III - I -iii III -iii III
00 i _ Oo 0 - -AMCO 4512 GEO TEXTILE — —
-I I III FABRIC (AS AN ALTERNATE i
ONLY) -
�---- SUB -BASE COMPACTED TO
- - 95% STANDARD PROCTOR NOTE: ROVIDE CONTROL JOINS AT 20' -0" OC NOTE, PROVIDE CONTROL JOINTS AT 20' -0�' OC
WITH WATER CONTENT WITHIN ROVIDE EXPANSION JOI TS AT 60' -0" OC PROVIDE EXPANSION JOINTS AT 60' -0" OC
1.5% OF OPTIMUM TAN A CONCRETE CURB AN U o 3 REVERSE PAN CONCRETE CURB AND GU TTER
o � HEAVY DUTY TRUCK PAVEMENT SECTION o2
,� jJ 1 =1'—O
I
Pavement Patching Detail
P<< c 654 ?009 I'd ti�>It 2i�)09 l�ChLi0[1 l �hc f,��
Placement of pavement shall be complete width of the travel lane
Notes for Fl �f�,vo-Lane ure 6ti -II-- Typical pplicatiori 11 Figure 0H -11. Lane Closure on aTwo -Lane Road
Laiie Closure oil a Road with Loin Traffic `�oluiues with Low Traffic Volumes (TA-11)
Miil 1.5" dee , full length, do not taper. C/L of Smooth transition, each side
O ptt141].
. - . - -
utilit
lus l"] t �r4nc ll ] �lic�ltic�n luau f.�c l cd a� �1n altcrl].lte tai t[ 1' [ (' �Il�hlic�lttc�n 11cnw n !n Ilgurc c�Il 10
1 1 � .;
�2 (t15111ti� lla�.�_kocrs) 1�hell the f0111)\t'111�? r.:l ndit,ons l:`�15t: ��, � n•
z e t r✓ wt
. s tx t.: ' E ,tt.,t•..t}If tlti}� t f
r
_ a. `�chict11�1 r tr�lf•fic ��r�h.11uc is 5ucl that. sut(-tcicnt cal)s cis 1•c_�r v chicul"lr tri�ffic that t]lust N icl�i,
r•:•: t•:•
�t
Y 1
.. , , f ........• .: .......:........ , , �., (optional)
•, , > > � �� �, �cllicular trathc llll'(TLl,l1 ilncl hc`r�ncl tllc G (p )
dircctic�t alp �t111c to si.� X11.1 t< tic ill_ � _
t � r • . al 7a•,sm a i. ark # r,°
^ .••.. -,'. •'.• ^.• .•
11 asphalt CorlCrBtO ba$e Course «c�rk5ltc told h�l\ c �ufhctcnt i,l .
rli.r.f.�.f- Ti.�.f.,{. 't � }!l ltd' lit X11 }1)t'C>�lchlllr t 1. ]ICleti. (option
� j.l
�tiftir'+' %ftir.�L1.V ;rftif a , r: ,i {fi'r� *'h'vt�t
course ti{ ti�ti {ti t��; {� {; {;���, {� • : type BM-25.0 irI 4 lifts. ? `l he 'l.` C t', Hash it �� �tl nine li lt. t ��!} L)C placed coil 1110 R ):A1) 11(_ RK :11 L'U) �ltl(l the sYt� �' r . =f`. ' �`i',
Asphalt concrete surface ;';,r.,rf;sT� �<
pe SM -12.5D 155 Lbs / Sq. Yd. ,) � 1cricvcr a 111a11t hill cl :�surc iti ncecssac�. (opt onai}
l�a€A4 �r u��!}:I rtii Ld t
0.15 al. Shall conform (_)'�>�: I..�Ul l�O:1l_) :1hlF�.�1�) `il n '�' ,� s�Y�"�s�r�"z, #,� €�.;�•�
Tack coat 0.05 g
f i} dF t r r 4 r iyb
requirements of AASHTO M208 per S .Yd. g . t
►� Aggregate backfill t e 1 # 21 R com acted 9
saw cutting pavement type p
2 bench on all sides b sa cu
Create a 1 be Y 'g P ,
c �� II 50 to 100 it
density in 6 i
to 95 /omaxd lifts.
l
Y
v
em tY
i,.
try of pavement to
I in trench flush to
after baCkf II 9 t eil p p � (optional)
prevent sides from collapsing,
714 1 l a
Buffer space (opt oral"1
fnYi..
utility line
AM
r
tlik v S
. bedding minimum I + � � �
{
BL er space {optional)
V `14 kt�Fr� ; of i mt3
Pipe diameter +�4 "I Minimum required trench widkh.
nEtD
c r (�
�y' %t )f lkltr+ r li i SO TO 100 It
laced per V�C�T specifications. 7 } :
or destroyed b construction will b® re p p Note: see Tables �H -� and GH -3 ;.��'��t;s� rr+�r', r�
All pavement mailings damaged y y P
for the meaning of the �„ �a, �` s, 15 ft
symbols anchor letter
Not to scale t,a1 at ,r a
codes Used in this figure. " tY ;t;�' +' 441'I' ONCOMING'
xexr A TRAFFIC c ^,
R,a�
a y a
ail I
r� r ti r t t ta�MS f rC .1 F y, , t n
'w �wt. s' Yyl �:�x'4ir {11 4 f,ir �
(optional) lztr4�s kat�tres ate
i let`s t" i, x f F
�1 (see Section 3B 16) f t �, 4= ;�y�
EXPANSION KEYED rr .,s r (opt 0 n a I
a- ...'`� � 3C r r a 1; i .
Y
JOINT CONST• �1R5 ` APPROACH
FOR DETAILS OF INLET
� Y t = � �-
3' -10" VER EWALK JOINT 4 GUTTER L. (p )
FRAME & CO BACK OF SID 4 o f fir, s `' s" t+ �' �l I 8
11 t %a ss71k 7f� �iv {S t�f t r tj test r k }i ,,
EXPANSION JOINT. T
NDARD IC
BARS 11 11 11 11 V ! Il t €t2t{ C t { rlYk
BAR i — SUBBASE
HARDWARE
u BARS B � :r = _ "" CLOTH (0Ptl0ndi)
#I-
00 ARS F
+ ARS I WEEP HOLE.
SEE NOTE
t
n •. i I h I
_ . •, (Optional)
mom
STEPS.'SE (option2.i)
' II II F BAR A NOTE 8
► I I1 AkRS D FACE OF CURB 0" I. All 8"
CI K CONTROL JOINT GUTTER CRACK CONTROL JOINT ++
21-016 '- " SECTION A -A
PLAN ,
6 MIN. I
A �' MAX. KEYED CONST. JOINT
L- VARIABLE -MAX. 20' '- .,�:' WARPEDD
" a, �" 31 018 2" APPROACH TYRical Application 11
_ �' B � S A GUTTER j
N
- a
16 ap sect. t�H.I)t 1?eecnther 2U(I'.J
1— — — — — — — — — — � - -- —
8 046R S G ----------- -
1
BARS F BARS E� B N oo BARS E
#311 DIAMETER BARS 8
VIEEP HOLE FRONT ELEVATION BARS
(GUTTER REMOVED) 11 4„ 3'-0"
5X1/4" BENT PLATE - SECTION ® °B
TYPE A NOSE DETAIL SHALL BE USED WITH 00-3 i CG -7 STANDARDS. L2�'i X2 D /4
G�hL
TYPE 8 NOSE DE rAIL SHALL BE USED WITH CG-2 STANDARDS. TYPE A TYPE 8 %" X 4" STUD SHEAR CONNECTOR WELDED
• 1 TO ANGLE IRON AT 2'C-C.
� II
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 08 I
CONNECTORS AND IS TO BE ANCHORE)5 WITH y :u x 4" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT 2'C-C. "
R. PAVEMENT
L WARPED PAVEMENT
L DI -3C
DI -3A L 0I -39
r___ FLOW I ,,riLQbl
I
J 1 DETAIL WHEN USED
FOR USE ON GRADES
ADJACENT TO CURB
FOR USE IN SAGS WITHOUT GUTTER
BOTH SIDES TO BE SYMMETRICAL
AVM I I N L ET SPECIFICATION RE I
ROAD AND BRIDGE STANDARDS STANDARD CURB DROP
11
it
H (H) $ 233 it
SHEET I OF z REVISION DATE 12 - 30 PIPE MAXIMUM DEPT
VIRGINIA DEPARTMENT OF TRANSPORTATION 302
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