HomeMy WebLinkAboutSDP201400046 Plan - Approved Major Amendment, Final Site Plan 2014-12-105DF2014-4G MAJOR SITE PLAN AMENDMENT TO SDP
92 -052 FOR
CHRISTIAN AID MISSION
TMF 05900- 00- 00 -023G I
SAMUEL MILLER DISTRICT, ALBEMARLE COUNTY, VIRGINIA
GENERAL CONSTRUCTION NOTES
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. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION 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.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES
OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP —RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE — CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONTRUCTION INDUSTRY (29 CFR PART 1926).
10. WORK WITHIN THE LOCAL RIGHTS —OF —WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE
RIGHTS —OF —WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION
STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.
11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING
AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL
SITE GRADING. PLACE MATERIAL IN 6" LIFTS.
12. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN
15 FEET OF BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND
EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE
CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698.
IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT
LESS THAN THE DENSITY OF THE ADJACENT SOIL.
13. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS
SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND
FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE —HALF THE LIFT
THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO
COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487.
CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM ID
4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE.
SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT
PASSING ASTM D 1140, NO. 200 SIEVE.
14. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF
THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS.
15. CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND
ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS.
16. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING
CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY.
17. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING
EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR
SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, ANDI
SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKENJ.
VICINITY MAP SCALE:1 1,000'
IMAGE PROVIDED BY GOOGLE MAPS
SHEET INDEX
C1
C2
C3
C4
SIGNATURE BLOCK
Y
CURRENT VELOO
CURRENT DEVELOPMENT ENGINEER
- COVER SHEET
- SITE OVERVIEW
- SITE DEVELOPMENT PLAN
- SITE DEVELOPMENT PLAN
OUNTY SERVICE AUTHORI
ARCHITECTURAL REVIEW BOARD
00106
ARTMENT OF T
001=11
VIRGINIA DEPARTMENT OF HEALTH
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OWNER / DEVELOPER
Owner: Christian Aid Mission
1201 5th Street Ext.
Charlottesville, VA 22902
Developer: Regent School of Charlottesville, Inc.
P.O. Box 852
Keswick, VA 22947
ZONING
CO — Commercial Office
EC — Entrance Corridor
LEGAL REFERENCE
TMP 05900- 00- 00 -023G1 — DB 1342 PG 612 (12.173 Acs)
BENCHMARK
Vertical Datum: NGVD -27
Benchmark: Top of Fire Hydrant as shown hereon, and obtained from site
plan titled "Amended Site Plan, Christian Aid Mission Administration Building..."
dated (revised) June 11, 1994 prepared by Elim Associates, Free Union,
Virginia.
SOURCE OF BOUNDARY & TOPO
Boundary & Topographic survey information provided by
Kirk Hughes & Associates
220 East High Street
Charlottesville, VA 22902
A title report was not provided. All easements and encumbrances may
not be shown on this plan.
BUILDING HEIGHT
Maximum: 65' By Right
SETBACKS
Front Building (Ivy Rd. & Broomley Rd.): 30'
Front Parking (Ivy Rd. & Broomley Rd.): 10'
Side Building (Residential): 50'
Side Parking (Residential): 20'
20' Undisturbed Buffer — Between Any Adjacent Residential District.
EXISTING USE
Church & School
Private school permitted under SUP 2013 -10 and SP 2014 -005.
PROPOSED USE
No Change of Use Proposed
SIGNS
All signs shall conform with the MUTCD Guidelines.
WATERSHED
This site is located within the Ivy Creek Watershed.
This site is located within a water supply protection area.
SITE PLAN AMENDMENT NARRATIVE
The purpose of this site plan amendment is to amend SDP 92 -052 to:
1. Add channelized island to existing entrance to prevent left turn exits.
FLOOD ZONE
According to the FEMA Flood Insurance Rate Map, effective date February 4,
2005 (Community Panel 51003CO266D), this property does not lie within a
100 —year flood plain.
PARKING SCHEDULE
Required:
Private School: 1 Space per 10 Students + 1 Space per Admin.
130 Students /10 + 18 Admin = 31 Spaces Required
Guest House: 1 Space per Bedroom
10 Bedrooms = 10 Spaces Required
Church: 1 Per 75 SF of Sanctuary Area
1,200/75 = 16 Spaces Required
Total Required = 57 Spaces
Provided = 57 Spaces
Loading Spaces:
Required: 0
Provided: 2
WATER & SANITARY SERVICES
Water service is provided by the Albemarle County Service Authority. Sanitary
sewer is provided by private drainfields as shown. No changes to the existing
services are proposed.
LANDSCAPING CANOPY
The only proposed changes to the existing landscaping is as follows:
1. Remove two existing trees as shown on sheet C3 that were not included in the
approved site plan.
2. There are no changes to the existing street trees or parking lot trees associated
with the approved site plan.
3. See landscaping summary below for canopy requirements.
LANDSCAPING SUMMARY
Existing Tree Canopy: 315,057 SF
New Tree Canopy: 314,821 SF
314,821 *1.5 (Ex. Mature Tree Canopy Credit) = 472,231 SF Canopy Provided
Tree Canopy Requirements: 10% of Total Site Area in Tree Canopy
530,256 SF *.10= 513,026 SF Canopy Req.
CRITICAL SLOPES
There are no critical slopes within the limits (of the site plan amendment.
LIGHTING
No changes are proposed to the existing outdoor lighting as shown on SDP 92 -052.
LIMITS OF DISTURBANCE
The total limits of disturbance with this site (plan amendment equals 1,700 SF.
An erosion and sediment control plan is not iequired.
LEGEND
EXIST NEW DESCRIPTION
Ial -T; x 125TC TOP OF CURB ELEVATION
16,1 X 1 25 SPOT ELEVATION
le—P le-PN X 1 25 Tw TOP OF WALL ELEVATION
�13w X 125BW BOTTOM OF WALL ELEVATION
..
BENCHMARK
–m_ - - -- SANITARY EASEMENT
GRADING EASEMENT
DRAINAGE EASEMENT
-� UTILITY EASEMENT
– WATER EASEMENT
ACCESS EASEMENT
STORM DRAINAGE EASEMENT
TREE LINE
--� FENCE
STREAM
— 312 — 12 — INTERVAL CONTOUR
—:300— — oo — INDEX CONTOUR
–2
aaT
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CG -6
STORM SEWER '
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DRAIN INLET (DI)
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PROPERTY LINE
— – – —
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BUILDING SETBACK
—
PARKING SETBACK
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GRADING EASEMENT
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—:300— — oo — INDEX CONTOUR
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CONCRETE PAVEMENT / SIDEWALK
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WETLAND
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NOTE:
1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN.
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Sheet No.
C4 OF 4
File No.
14.014