HomeMy WebLinkAboutSDP200300071 Plan - Approved Site Plan Waiver 2003-10-28STATEMENT OF TITLE
The land shown was obtained by Trustees of St Johns'
Baptist Church as recorded in DB 2368-298-301 and to
the best of my knowledge meets all the requirements
regarding the platting of subdivision.
OWNER'S APPROVAL
The division of the land described is with the free consent
of and in accordance with the desires of the undersigned
owner, trustees, or propietors. Any reference to future
potential development is to be deemed as theoretical only.
All statements affixed to this plat are true and correct to
the best of my knowledge.
To wit: The foregoing instrument was acknowledged before
me this -_--day of - - - - - - - - - - 2003.
My commsion expires: ----------
Albemarle County Planning Commision Date
Designated Agent for Albemarle County Date
Board of Supervisors
courSE
Bearing
I I
Distance
1_1
N
13'59'42"
VJ
22.27'
L2
N
13'17' 04"
W
186.81 '
L3
N
11'59'12"
\!\1..
146.92'
10.97'
L4
N 11'22'38" 11'
L5
N
09'31'31"
1i
30.00'
L6
S
80)'0 - 0"
W
20.00'
PLAT OF VACATION OF
TAX MAP 66 PARCELS 77 & 78
ST JOHNS BAPTIST CHURCH
RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA
SCALE 1 " = 100' DATE: OCTOBER 16, 2003
660077. dwg Rev. OCTIBER 20, 2003
RIVANNA ENGINEERING & SURVEYING, PLC
P.O. BOX 7603; CHARLOTTESVILLE, VA. 22906
P: 434.984.1599 F: 434.984.8863
PARCEL PLAN
SITE
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VICINITY MAP
SCALE: 1" = 2000'
Tm 66-79
Jefferson Area Builders
DB 2316-636 �N,� -'
zoned RA !
-tree
Tree
/ Area / Preservation
�,,..� Area f�
IF M 66-78
„E 403^07'' _ __.__- ---" St John's Baptist hurch ��� f 2 �j IF
[-IF SW Ng0.00 01 -� DB 890-3 IF 05\ 2
3.10 Acs
P,., Trees to be ^'��2 •J
c, y Pres0.77 Acs.
erved %'
Cemetery 2J J �t
1 Church
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0t ''(�, _ _,.1` Tree fJ
t
LEGEND
IS
Iron Rod Set
IF
Iron Rod Found
PF
Iron Pipe Found
PP
Power Pole
Tel Ped
Telephone Pedestal
TV Ped
Television Pedestal
ET
Electric Transformer
r� 9�Q Preservation J
�` i „w 4 Area AREA SUMMARY,it 1, Parking \ \ �5033-V"_, Tm 6-77 Parcel Parcel 77...................3.00 Acs
f ,� 7s Ba test Chruch �O- Plus Parcel 78......... 3.10 Acs
St John l
1t Total ..........................6.10 Acs
t--..- - Note: � �'\ DB 2368-298 � �
1 Parcel 77 to Be Add6d \ 3.00 Acs 1' IF
To And Become �A Part \ -'
of Parcel 78. \\ PRIMARY
RAINAGE \ SEPTIC
BASEMENT
1 Vacant
t�1 1 Building. /,,-''�`\FIELD
t_ S° t, 1 Trees to be
E�1 1 , - ' , Well Preserved_ Holland, Mildred Maxine
Tin 66-75
I,. a4 DB 1266-391 ��r�p, L T H a
1 1 �� IF
a P DB 823_ 216 / L,
DB 439-323 Plat % - ,41
Tm 66-76
\ incenza C. Bonarelli
DB 1499-113
zoned RA
TIMOTHY R. MILLER
CERTIFICATE No.
2065
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GRAPHIC SCALE - FEET
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SITE PLANWAIVER FOR
ST. JOHNS BAPTIST CHURCH
TIM 66 PARCELS 77 and 78 `�' '°��"'
RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA
DRAWING INDEX
1 of 4 COVER SHEET
2 of 4 SITE PLAN
3 of 4 GRADING AND UTILITY PLAN
4 of 4 DETAILS
LEGEN
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Benchmark
--W/E--
Existing Waterline
--0/E--
Overhead Electric
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Power Pole
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Prop. Light Pole
MH
Manhole
500 Existing Elevation/Contour
x 50.0 Proposed Spot (Elevation
F5070 Proposed Contour
SITE SPECIFIC NOTES:
1. ON THE PORTION OF THE CHURCH THAT CONNECTS THE EXISTING CHURCH TO THE
NEW SANCTUARY, THE ROOF PITCH, ROOFING MATERIAL, AND SIDING MATERIAL SHALL BE
THE SAME AS IS ON THE EXISTING CHURCH.
2. THE AREA OF ASSEMBLY SHALL BE LIMITED TO A MAXIMUM 175-SEAT SANCTUARY.
3, THE SETBACK ON THE SOUTH SIDE OF TM 66-77 SHALL BE 30 FT,
4, THERE SHALL BE NO DAYCARE CENTER OR PRIVATE SCHOOL ON SITE WITHOUT
APPROVAL OF A SEPARATE SPECIAL USE PERMIT.
5. HEALTH DEPARTMENT APPROVAL OF WELL AND SEPTIC SHALL BE REQUIRED PRIOR TO
ISSUANCE OF A BUILDING PERMIT.
6. THE TWO PROPERTIES, TM 66-77 AND TM 66-78 , SHALL BE COMBINED INTO ONE
PARCEL PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.
7, THE EXISTING TREES ON THE SOUTH PROPERTY LINE ADJACENT TO TM 665-76
BETWEEN THE SCHOOLHOUSE AND ST, jOHN rOAD SHALL BE RETAINED. TREE: PROTECTION
MEASURES SHALL BE EMPLOYED DURING CONSTRUCTION,
8. CONSTRUCTION OF THE CHURCH, AS SHOWN ON THIS PLAN, SHALL COMMENCE WITHIN
FIVE YEARS OF THE DATE OF THE APPROVAL OF THE SPECIAL USE PERMIT ((SP
2003-41), OR THE SPECIAL USE PERMIT SHALL EXPIRE.
9. THE AREA BETWEEN THE EXISTING BUILDING (VACANT) AND ROUTE 640 SMALL BE
LIMITED TO A SINGLE ACCESS ISLE WITH TWO ROWS OF PARKING AND A STAINDARD
TURNAROUND AT THE END OF THE ACCESS ISLE. THE PARKING WILL BE LOCATED
CENTRALLY BETWEEN THE RIGHT-OF-WAY AND THE EXISTING BUILDING WITH NATIVE
EVERGREENS SUCH AS CEDARS SUFFICIENT TO SCREEN THE PARKING FROM [ROUTE 640
AND FROM THE ADJACENT PROPERTY TO THE SOUTH.
10. THERE ARE NO CRITICAL SLOPES ON THE PROPERTY.
11. AS A RECCOMMENDATION FROM THE ALBEMARLE COUNTY PLANNING COMMISSION IN
THEIR MEETING ON THE AUGUST 5, 2003, IT IS ASKED THAT "VDOT LOOK
SYMPATHETICALLY ON ELIMINATING THE RIGHT TURN LANE REQUIREMENT WHEN THE
ENTRANCE PERMIT IS APPLIED FOR."
12. SP 2003-41 AMENDED THE SPECIAL USE PERMIT (SP 99-005) TO
ALLOW EXPANSION OF AN EXISTING CHURCH IN ACCORDANCE WITH
SECTION 10.2.2.35 OF THE ALBEMARLE COUNTY ZONING ORDINANCE
WHICH ALLOWS FOR CHURCHES IN THE RURAL AREAS. v, -,#
1
") I TE DATA
LEGAL REFERENCE: TM 66 PARCELS 77 & 78
SOURCE OF TITLE FOR PARCELS: REFER TO PARCEL PLAN
OWNER/DEVELOPER:
ST. JOHN'S BAPTIST CHURCH
1595 ST. JOHN ROAD
KESWICK, VA 22947
ATTN: KEITH HAWKINS
EXISTING ZONING: RA
MAGISTERIAL DISTRICT: RIVANNA
SOURCE OF BOUNDARY SURVEY: FIELD SURVEY PREFORMED BY RIVANNA ENGINEERING &
SURVEYING, PLC.
SOURCE OF TOPOGRAPHY: 5-FOOT COUNTOUR INTERVALS WERE INTERPOLATED FROM
ALBEMARLE COUNTY TOPOGRAPHIC MAP FOR THIS SITEPLAN.
BUILDING SETBACKS`
30' FROM PUBLIC R/W
;50' FROM RESIDENTIAL DISTRICTS
PARKING SETBACKS:
1tJ' FROM PUBLIC R/W
.20' FROM RESIDENTIAL DISTRICTS
%.'.' FER ZONE: 20' ADJACENT TO RESIDENTIAL DISTRICTS
IviXIMUM BUILDING HEIGHT: 35'
P�'ANG SPECIFICATIONS:
PARKING AREA: 6" - #21A AGGREGATE BASE MATERIAL
H,.`,NDICAP PARKING SPACES: PRIME AND DOUBLE SEAL SURFACE
SIDEWALKS: 4" - 4000 PSI CONCRETE
PARKING SCHEDULE:
REQUIRED:
1 SPACE PER 75 SF OF SANCTUARY: 3192/75 = 42.6 spaces
1 SPACE PER 3 PERMANENT SEAT: 175/3 = 58.3 spaces
PROVIDED: 58 SPACES (INCLUDES 3 HANDICAP SPACES
LAND USE SCHEDULE:
PRE -DEVELOPMENT % POST -DEVELOPMENT
BUILDING: 2,875 SF 1.1 7,650 SF 2.9
PAVED: 10,241 SF 3.9 20,020 SF 7.5
PERVIOUS: 252,600 SF 95.0 238,046 SF 89.6
TOTAL: 265,716 SF 100 265,716 SF 100
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CERTIFICATE No.
30542
S5'/0NAL
Revisions:
NO. DESCRIPTION DATE
1 P.C. Conditions 09-06-03
2 CTY. COMMENTS 10-17-03
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OCT 2, ,20D3
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EXISTING SHRUBS
30' Building Setbac
10' P a rk i d��tb a c
_EXISTING CULVERT
TO BE REMOVED
EXISTING WELL
LOCATION
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PROPOSED SEPTIC
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RESERVE SEPTIC
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MEDIUM SHADE TREES
1 Spaces @ 10' 116'
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APPROX. 400 FT, SITE DISTANCE
BOTH DIRECTIONS
To Route 22
40' RI W
101 Spacesl @ 10' � 16'
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Evergreen Screening Trees @ 15' O.C.`
with 3 Screening Shrubs between each tree
RLMUVLTEME7N RM7707W'7 —
TO PROVIDE ADEQUATE SIGHT DISTANCE
LANDSCAPE REQUIREMENTS:
1. STREET TREE CALCULATION:
LINEAR FEET OF ROAD FRONTAGE 397
REQUIRED STREET TREES 9
PROPOSED TREES 10
2. PARKING LOT LANDSCAPING:
PARKING AREA 18,900
5% LANDSCAPING REQUIREMENT 945
AREA PROVIDED 5,400
PARKING SPACES 59
SHADE TREES REQUIRED 6
SHADE TREES PROVIDED 7
3. SITE CANOPY COVER CALCULATIONS:
SITE AREA 6.10 ACRES
REQUIRED CANOPY (10%) 26,600 SF
EXISTING TREE COVER 65,000 SF
PROPOSED ADDITIONAL COVER 5,600 SF
TOTAL CANOPY PROVIDED 27
4. EVERGREEN SCREENING TREES SHALL BE A LOCAL CEDAR VARIETY
OR EQUIVALENT AND MINIMUM OF 4 FT IN HEIGHT WHEN PLANTED.
5. SCREENING SHRUBS SHALL BE A MINIMUM OF 18 INCHES IN HEIGHT
WHEN PLANTED.
6. STREET TREES TO BE 1 INCH TO 1 1/4 INCHES MINIMUM CALIPER
WHEN PLANTED.
7. ALL PLANTING MATERIAL TO BE SELECTED BY OWNER FROM
"ALBEMARLE COUNTY APPROVED PLANT SPECIES".
8. ALL LIGHT FIXTURES OMITTING IN EXCESS OF 3,000 INITIAL LUMENS
TO BE FULL OPTIC CUTOFF. SELECTIONS TO BE MADE BY OWNER, AT
WHICH TIME, SPECIFICATIONS WILL BE PROVIDED IN THE FORM OF A
LETTER OF AMMENDMENT TO ALBEMARLE COUNTY DEPARTMENT OF
ZONING. �J
?— Provide tree
protection fencing
along property
line
STING WELL
LOCATION `
— Staggered Evergreen
Screening Trees @ 15' O.C.
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SCALE:1 " = 20'
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TIMOTHY R. MILLER
CERTIFICATE No.
30542
oss/
ANAL
Revisions:
NO. DESCRIPTION DATE
1 B.O.S. Conditions 09-06-03
2 CTY COMMENTS 10-17-03
3 CTY COMMENTS 10-28-03
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RETROFIT SEDIMENT TRAP TO
I AFTER FINAL INSPECTIOO
�SED11VIENT 'TRAP
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TORAGE SURF�CE AREA REQ.
'`- ..... ...... ..... .. ____ ------ ,' � |
_2100 SIF DRY StRAGE SURFACE AREA
REQ ,
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SEDIMENT CONTROL MEASURES ARE REMO�tl)EROM
2. NGT LESS THAN THREE SPEC]1ES_OF PLANTS WILL
BE INSTALLED IN\THE MODIFIED BID-QLTER.
810-FILTER SHALL BE S E-1_ECTED FROM THE APPROVED, -
LIST OF SPE\CIES IN THE ALBEMARLE COUNTY DESIGN
STANDARDS VANUAL.
ENTRANCE TO THE SITE WILL BE PROVIDED UNDER -SEPARATE
5. IN 'ACCORDANCE WITH SECTION"17,314 OF THE ALBEMARLE COUNTY
ORDIN�NCE, STORMWATER DETENTIOq'VANAGMENT IS WAIVED AS THE
DISTURIJtR SITE IS LESS THAN ONE ACRE
DISTURBED AREA
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6" BASE MATERIAL (#21A)
W/ NO SURFACE TREAT5
TREE PR E TION AS PER DETAI
OT
3 ON HEE 4 OR AS APPROVE
BY ALBEMARLE COUNTY EROSIO
CONTROL INSPECTO
BASE MATERIAL (#21A)
NO SURFACE TREATMENT,
N Ilk,
--__
EXISTING CULVERT
TO RE REM VF-D
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GENERAL. EROSION AND SEDIMENT CONTROL NOTES
ES-1: Unless otherwise indicated, all vegetative and structural erosion
and sediment control practices will be constructed and maintained
according to minimum standards and specifications of the Virginia Erosion
and Sediment Control Handbook and Virginia Regulations VR 625-02-00
Erosion and Sediment Control Regulations.
ES-2: The plan approving authority must be notifies one week prior to
the preconstruction conference, one week prior to the commencement of
the land disturbing activity, and one week prior to the final inspection.
ES-3: All erosion and sediment control measures are to be placed prior
to or as the first step in clearing.
ES-4: A copy of the approved erosion and sediment control plan shall
be maintained on —site at all times.
ES-5: Prior to commencing land disturbing activities in areas other than
indicated on these plans (including, but not limited to, off —site borrow or
waste areas) the contractor shall submit a supplementary erosion control
plan to the owner for review and approval by the plan approving
authority.
ES-6: The contractor is responsible for the installation of any additional
erosion control measures necessary to prevent erosion and sedimentation
as determined by the plan approving authority.
ES-7: All disturbed areas are to drain to approved sediment control
measures at all times during land disturbing activities and during site
development until final stabilization is achieved.
ES-8: During dewatering operations, water will be pumped into an
approved filtering device.
ES-9: The contractor shall inspect all erosion control measures
periodically and after each runoff -producing rainfall event. Any
necessary repairs or cleanup to maintain the effectiveness of the erosion
control devices shall be made immediately.
ES-10: The developer shall reserve the right to install, maintain, remove
and/or convertto permanent structures all erosion control measures
required by this plan regardless of the sale of any lot.
ES-11: Temporary Fill Diversion is to be installed per Std. & Spec. 3.10„
and it is to be maintained daily until adequate stormwater measures are
installed and positive flow to basin is provided.
ES-12: All entractes except for the approved construction entrances
shall be blocked in such a manner as to not allow access to the site.
ES-13: No building permits shall be issued for any lot containing an
E&SC measures until the site is deemed stabilized enough for the
removal of the measure.
DRIP LINE
SNOW FEN
BOARD FEI
6" Nc
PVC I
Daylig
3:1 S
Slope
Inlet
Prate
Energ
Dissip
Water Channel
Top of
Berm Stone Side Slope Regraded
Weir To 3:1 (Max)
2 _0 :;: �0000c000000 .
.... = .=:; ...
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(Min)
50% Sand/30% Topsoil/
20% Leaf Mulch
o°°000c ''o oC-(moo°°o (Sand: 0.02"-0.04
(Min) O% o` Jo o°O ASTM C33 Fine)
Original Silt
Trap Sideslope
Underdrain Gravel
(AASHTO M43,
1 /2"-l" Wrapped
In Filter Fabric
6" Perforated Remove Silt And
PVC Pipe Sediment After Final
>" Perforated Stabilization. Replace
'VC Pipe With Loam or Granular
Earth Fill.
Nyloplost Yard Drain
Top of Berm Nyloplast Yard Drain
,--Stone Weir
I
4"-6" Non -Perforated -"
PVC Pipe Q 1% Min, Loam or Granular
Slope Earthfill
Silt Wrap Retrofit to Modified Biofilter
Not to Scale
6" CONSTRUCTION OF A SILT FENCE
MAX (WITHOUT WIRE SUPPORT)
2. EXCAVATE A 4" x 4" TRENCH
1. SET THE STAKESI UPSLOPE ALONG THE LINE OF
STAKES.
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
=NCE i
CORRECT METHODS OF TREE FENCING
CORRECT TRUNK ARMORING
r�
TRIANGULAR BOAR® FENCE
r3�Fencing and ArmorinL - Detail (TP)
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
POINT A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
KI� silt Fence Detail (SF)
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EXISTING
GR0UNDz
N
70' MIN
FILTER 6" MIN. T A
CLOTH
70' SIDE ELEVATION
B WASHRACK
I F(OPTIO%,
VDOT #1--� I POSITIVE DRAINAGE
COARSE B TO SEDIMENT
AGGREGATE I TRAPPING DEVICE
*MUST EXTEND FULL WIDTH PLAN VIEW
OF INGRESS AND EGRESS
OPERATION 12' MIN
1 1LILI\ VLV III I
EXISTING
PAVEMENT
3'
k5: 1
MOUN ABLE BERM
(OPTI NAL)
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PAVEMENT
CONCRETE SPACE
SECTION B-B
5 Stone Contruction Entrance CE
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N
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A
B
C
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Z
WEIR
LENGTH
DRAINAGE
AREA
WET VOL
(REQ.)
D1
REO
PROV
DRY VOL
(REQ.)
D2
REO
PROV
1
510
512
514
3.0
1.5
8
1.9
3500
3
1400
1400
3500
2
2100
2100
Z
EL = C
ORIGINAL
_as,
H GROUND
Dry Volume D2 N ELEVATION
ORIGINAL EL = B
GROUND
ELEVATION
Wet Volume D1 LFILTER CLOTH
\_
**COARSE CLASS I
(Excavated) AGGREGATE RIPRAP
EL = A
CROSS SECTION OF OUTLET
(`I Ace I RIPRAP
DIVERSION
DIKE
AREA
OUTLET (PERSPECTIVE VIEW)
**COARSE AGGREGATE SHALL BE
VDOT $#3, #357, OR #5.
2 Temporary Sediment Trap Detail ST
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TIMOTHY R. MILLER
CERTIFICATE No.
30542
oSs/ONAL
Revisions:
NO. DESCRIPTION DATE
1 B..S. onditions 09- 6-03
2 UY COMMENTS 10-17-03
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TEMPORARY SEEDING SPECIFICATIONS:
February 16 through April 30:
Use Annual Ryegrass at 60 to 100 Ibs/acre,
May 1 through August 31:
Use German Millet at 50 Ibs/acre.
September 1 through February 15:
Use a 50/50 Mix of Anlnual Rye and Winter Rye at 50
to 100 Ibs/acre.
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PERMANENT SEEDING SPECIFICATIONS:
February 16 through April 30:
,
Kentucky 31 Fescue - 128 Ibs/acre; Red Top Grass -
2 Ibs/acre; Annual
Rye - 20 Ibs/acre. Add 20 Ibs/acre
^�
Crownvetch when slopes are greater than 3:1.
May 1 through August 15:
-�
Kentucky 31 Fescue - 128 Ibs/acre; Red Top Grass -
2 Ibs/acre; Foxtail
Millet - 20 Ibs/acre. Add 20 Ibs/acre
Crownvetch when slopes are greater than 3:1.
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August 16 through October 31:
Kentucky 31 Fescue - 128 Ibs/acre; Red Top Grass -
2 Ibs/acre; Annual
Rye - 20 Ibs/acre. Add 20 Ibs/acre
Crownvetch when slopes are greater than 3:1.
November 1 through February 15:
Kentucky 31 Fescue - 128 Ibs/acre; Red Top Grass -
2 Ibs/acre; Winter
Rye - 20 Ibs/acre. Add 20 Ibs/acre
U
Crownvetch when slopes are greater than 3:1.
MULCHING SPECIFICATIONS:
Straw or hay at a rate of 2 tons/acre. Must be anchored.
Spread with
mulch blower or by hand.
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