HomeMy WebLinkAbout23-04 Design Plan1
v ,
I f
2 I
m TM #53-A-86BITTMAN
I
1 t PROPERTIES LLC I
1
960/11180
U$@ZONEDI RA
RESIIDENTIAL I
69'01'03" E.,/
N 86'09'44" E
--
S 52'49' 9 06 6
E 45
—
cd
-` EXISTING
' 50' R/WCS
1 I I , II I II Ij I
TM #53-A-86
TRUDY P. O DONNELL �► �- I I —.__ �I\ I► I I I I
929/921 I I o II I I I
ZONED RA
USE: RESIDENTIAL Z , I I TM #53 -A -86A
\ / ► 16.887 ACRE'S ! I
11 I W I
01
14
I ( I o
SITE I I I I
o I I I I
I
ELECTRIC UNE I
EASEMENT f
\ j•A , \ SOB 7 17, PG 49 I I
SITE MAP
1 "= 100'
I �C \.
.l tI
GENERAL NOTES (ALL MAY NOT APPLY)
All areas not built or raved upon shall be landscaped.
2) NI dimensions shown a1 these plans are to the face of the building, face of
curb or the edge of the p(,vement unless otherwise referenced.
3) Erosion and sediment control measures shall be maintained continuously,
relocated when and as necessary and shall be checked after every rainfall.
Seeded areas shall be checked regularly and shall be watered, fertilized, reseeded
and mulched as necessary to obtain a dense stand of grass.
4) Any drain inlets shall be protected from siltation. Ineffective protection
devices shall be replaced and the inlet cleaned. Flushing is not an acceptable
means of cleaning.
5) The location of existing utilities 'as shown is approximate only. The contractor
is responsible for locating all public or private utilities which lie in or adjacent to
the construction site. The contractor shall be responsible for the repair, at his
or her expense, of all existing utilities damaged during construction. Forty-eight
hours prior to any excavation the contractor shall call MISS UTILITY at (800)
552-7001.
6) All materials used for fill or back fill shall be free of wood, roots, rocks,
boulders or any other noncompactable soil type materials. Unsatisfactory
materials also include manmade fills and refuse debris derived from any source.
7) Materials used to constrict embankments for any purpose, back fill around
drainage structures in utility trenches or any other depression requiring fill or
back fill shall be compacted to 95% of maximum density as determined by the
standard proctor test as set forth in ASTM Standard D-698. The contractor
shall, prior to any operations involving filling or bock filling, submit the results of
the proctor test together with a certification that the soil tested is representative
of the materials to be used on the project. The tests shall be conducted by a
certified materials testing laboratory and the certifications made by a licensed
professional engineer representing the laboratory.
8) Embankment fill and back fill shall be placed in lifts at a maximum
uncompacted depth of 8 -inches and 6 -inches, respectively.
9) All excavation, including trenches, shall be kept dry to protect the integrity of
the subsoil.
10) Traffic control on public streets shall be in conformance with the Manual Of
Uniform Traffic Control Devices and as further directed by the governing
inspectors.
11) Any discrepancies found between the drawings and specifications and site
conditions or any inconsistencies or ambiguities in drawings or specifications shall
be immediately reported to the engineer, in writing, who shall promptly address
such problems. Work done by the contractor after his or her discovery of such
discrepancies, inconsistencies, or ambiguities shall be done at the contractor's
risk.
12) The owner shall provide the bond for and be the responsible party on the
earth disturbing permit.
13) County Inspectors have full authority to reject fill or back fill materials,
require undercutting or sub -grade stabilization, require provisions for
sub -drainage, or require otllrr measures which affect the integrity of road and
utility construction. Failure comply with inspectors directives will be cruse f-..-
non-acceptance
-.rnon-acceptance of the fac;Gty.
14) Satisfactory materials fcr use as fill for public streets and parting lot
include materials classified iii ASTM D-2487 as GW. GP. GM. GC. SW. SP. SM. SC.
ML. and CL groups. The moisture content shall be controlled within plus or
minus 2% of the optimum to facilitate compaction. Generally, unsatisfactory
materials include materials classified in ASTM D-2487 as PT. CH. MH. OL OH
and any soil too wet to facilitate compaction. CH and MH soils may be used
subject to approval of the County Engineer. Soils shall have a minimum dry
density of 92lb/cf per ASTM D-698 and shall have a plasticity index less that
17.
15) The requirement for the placement of CG -12s at site entrance is at the
discretion of VDOT. Contractor is to coordinate with VOOT Inspector/Engineer to
this regard.
SURVEY NOTES:
1. BOUNDARY AND TOPOGRAPHY SHOWN HEREON
WAS TAKEN FROM A FIELD RUN SURVEY PERFORMED
BY ARTZ do ASSOCIATES AND FREDERICK COUNTY 5'
CONTOUR AERIAL MAPPING.
2. ELEVATIONS ARE ASSUMED DATUM. INTERVAL IS
2 FEET ON SITE LOCATION AND 5 FEET ELSEWHERE.
2t,
Rt.
a
0
B
ruffim0p0
LOT AREA:
CURRENT ZONING:
BUILDING SETBACK REQUIREMENTS
FRONT:
REAR:
SIDES:
CURRENT USE:
PROPOSED USE:
SIGNS:
OUTDOOR LIGHTING:
VICINITY MAP
1 "= 1000'
16.887 AC.
RA
60'
50'
50'
CAMPGROUND
SAME (EXPANSION OF PAVILION)
NO NEW SIGNS PROPOSED.
MUST CONFORM WITH SECTION
165-30 OF FRED. CO. CODE
NONE PROPOSED
PARKING CALCULATIONS
PROVIDED 4 ADA
NOTES:
1. THE PURPOSE OF THIS SITE PIAN IS FOR THE EXPANISION OF THE EXISTING PAVILION
AND THE ADDITION OF A PAVED AREA WITH 4 ADA SPACES.
2. NO STORMWATER MANAGEMENT FACILITES ARE PROPOSED. AREA OF DISTURBANCE IS
LESS THAN 10,000 SF.
3. SEE CONDITIONAL USE PERMIT #23-04 FOR ATTACHED CONDITIONS.
4. ALL REVIEW AGENCY COMMENTS AND REQUIREMENTS SHALL BE COMPLIED WITH AT ALL
TIMES.
5. NO OFFSITE CATERING WILL BE ALLOWED IN CONJUNCTION WITH THIS CONDITIONAL USE
PERMIT, AND NO COMMERCIAL FOOD PREPARATION WILL BE ALLOWED.
6. A MINOR SITE PLAN WILL BE SUBMITTED TO SHOW PROPOSED IMPROVEMENTS AND
CONFORM TO AGENCY COMMENTS, AND SHALL BE APPROVED BY THE COUNTY PRIOR TO ANY
CONSTRUCTION ACTIVITY.
7. ALL CONDITIONS OF CONDITIONAL USE PERMIT #21-79 SHALL CONTINUE TO REMAIN IN
EFFECT. PLEASE SEE ATTACHED CONDITIONS.
8. ANY FURTHER EXPANSION WILL REQUIRE A NEW CONDITIONAL USE PERMIT.
CONT
CARL UTTMAN
540-662-8010
ENGINEERING FIRM:
ARTZ & ASSOCIATES, PLC (540) 667-3233
ZONING ENFORCEMENT:
DEPARTMENT OF PLANNING (540) 665-5651
SITE INSPECTIONS:
DEPARTMENT OF INSPECTIONS (540) 665-5650
EROSION AND SEDIMENT CONTROL.
DEPARTMENT OF PUBUC WORKS (540) 665-5643
TELEPHONE: VERIZON (301) 954-6282
ELECTRIC: ALLEGHENY POWER (800) 654-3317
GAS: SHENANDOAH GAS COMPANY (540) 8619-1111
MISS UTIUTY: 1-800-257-7777
PROJECT:
CITY OF
WINCHESTER
/^O
C0A
lel
.S'
SITE INFORMATION:
ADDRESS: 165 WARD AVENUE
TM #53 -A -86A
DB 960, PG 1180
ZONED: RA
OWNER/DEVELOPER
LITTMAN PROPERTIES, L.L.C.
165 WARD AVENUE
WIN HESTER, VA 22602
(540) 662-8010
rNAL
_0ok I
SEAL AND SIGNATURE
E
H OF Vi
o 4
MICHAEL M. ARTZ P
No.j 15113
__, fi�,5
SURV54L lb
THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF
FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION
OR CHANGE IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
RESPONSIBLE LAND DISTURBER
XP. DAT
THE RESPONSIBLE LAND DISTURBER
IS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN .THE PLANS.
FREDERICK COUNTY PLANNING DEPARTMENT APPROVAL
ZONING ADMINISTRATOR
DATE
THIS SITE PLAN IS VALID FOR (5) FIVE
YEARS FROM THIS DATE OF APPROVAL
W
Q
0
0
01le
(UL r¢-1
Z
H
C� H�
H�
,VZ
WO
V�
Y V
(� V H
¢ �
n mw
U=-U
UJ
of -
Q
Artz and Associates, PLC
A Subsidiary of Valley Engineering PLC
LAND SURVEYING LAND PLANNING DEVELOPMENT
16 East Piccadilly Street
WINCHESTER, VA. 22601-4740
TEL 540-667-3233 FAX 540-667-9188
TOLL FREE 1-800-755-7320
JANUARY 3, 2005
PROJECT #985049
SHEET 1 OF 2
11i.1 -1 7 Fh' Nh' k• rN r f `+ 1 17 1 t 0 1 016 _. ..
Cl�
vlo
LA-
/ p
D,
5TOP�
C- ck
o %-E f 0
cc,
--
i -k
s cAv_ly_
NOTE:
1. BOUNDARY SHOYHEREON WAS DETERMINED BY A FIELD RUN Sto4Y
SHEET 2 OF
PERFORMED BY ARTZ & ASSOCIATES OiN AUGUST 17, 1999.
2. THIS PIAT IS SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.
3. OTHER RIGHTS-OF-WN(S OR EASEMENTS, IF ANY, ARE HUT SHOP K
4. SEE PEAT IN DB 905, PG 499 FOR ADDITIONAL EASEIJEMS_ FAVAM'
----1— REBAR FOUND UNLESS OTHERWISE NOTED ��� , ��• f' 615
1At 11 w eft LOAM HOW/ 2C� ,� �' � S X1'18'05' w
/ CONC. N.
L or
S �
_ EXISTING
-� DWELLING �(
6 0 r
913.35$ °� 7`J •��,s �I to
cs
--- --J
N 535,T2359'�- E � ! sin est � IV)
REMR �
69.x4'
REM
69'01'03'E ra I� 57,P) W 456.06' I SET
37-00' / / — — — 5�;i• ML
N 8 09'44 E L
50.w i�0"r EXISTING 50• N 3TO1,510 'N POW
u, t R/w1a.t9 I
m Q
-lot-
1--m
t
m� m
ads
. W' . [3 �t� � 8s
t0-!s-A--ie6 169C
�4 { Ail-
° I�
r
cn
b)
AREA TA9Ui...AVUH
5.000 AC:�
16.887 AC. � `kr — t
21.887 AC. ORIGINAL V� I
CODY.
M GROU. .
165 Ward Avenue
Vinchester, Virginia 22602 • (540) 662-8010
Check '!n T=ar s — 1:00 p.m.
(.',heck 1,71W
-1 3 -me,
-e, —12:00 noon
S?Pi[e!f �e Users:
Latitude: 39.18746
Longitude: 78.20373
You a Here
Ev
CJ gyp^ CA ¢.
0
m
C�
r,
CH�DREN'S POOL
PLAYGROUND ��
�WOMIEN MEN
GA EFIS _
4 —NBC 11 —NBC
5 —FOX 13 — CBS
7 — ABC 25 — NBC
9 — CBS 42 — Public
'kms
92.5 WINC-FM/AM 1400
WUSQ - 102.5 FM
104.9 or 105.5 FM
WTRM- 91.3 FM
ELECTRIC & WATER
FULL HOOK-UP -
ELECTRIC, WATER & SEWEh
r �
PAVILION
DUMP
STATION
= J (Z C5 CA', . M
ffri6�y��
Ly��Ls .�
•IL «;f �`g.(n4 ,fid' f'�—.jr=•t�
O
MA -401
O0
Z_G f _ L
GATHERING
PLACE
,
Scl
G)J�M;
= J (Z C5 CA', . M
ffri6�y��
Ly��Ls .�
•IL «;f �`g.(n4 ,fid' f'�—.jr=•t�
O
MA -401
O0
Z_G f _ L