HomeMy WebLinkAboutWPO202100066 Plan - E&S 2021-12-090
TENNIS RD. 1--
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PROJECT NARRATIVE
VICINITY MAP
SCALE: 1 "=2,000'
THE OWNER IS PROPOSING A NEW HOME AND GARAGE WITH ASSOCIATED DRIVING AREA AND LANDSCAPING. THE
PROJECT INCLUDED GRADING AND EROSION AND SEDIMENT CONTROL MEASURES.
APPROVAL
ENGINEERING REPRESENTATIVE
GENERAL NOTES
1. SITE ADDRESS: 1225 APPLE TREE LN.
CHARLOTTESVILLE VA, 22901
2. OWNER: EARL MARTIN & SUZANNE
TASSIE GROSSMAN
1225 APPLE TREE LN.
CHARLOTTESVILLE VA, 22901
3. ZONING: RURAL AREAS (RA)
4. TAX MAP#: 6OE1—B-4
BOOK & PAGE: 5451 /80
5. SITE AREA: 1.208 AC
LIMITS OF CONSTRUCTION: 0.97 AC
DATE
AGENT: BALZER AND ASSOCIATES, INC.
104 INDUSTRY WAY, SUITE 102
STAUNTON, VA 24401
PHONE: 540.248.3220
CONTACT: WILLIAM MOORE P.E.
6. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF
EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY
APPROXIMATE. THE CONTRACTOR SHALL, ON HIS INITIATIVE AND AT NO EXTRA COST, HAVE LOCATED ALL
UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA
COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OR OTHER
OBSTRUCTIONS OR FROM ANY DELAY DUE TO THE REMOVAL OR REARRANGEMENT OF THE SAME. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT "MISS
UTILITY" OF CENTRAL VA TOLL FREE 811.
7. NO GRAVE SITES WERE OBSERVED DURING THE SURVEY OF THE SUBJECT PROPERTY CONTAINED WITHIN THE
LIMITS OF THIS PLAN.
8. PROPERTY IS LOCATED IN FEMA DEFINED ZONE Y. COMMUNITY PANEL NO: 51003CO266D
EFFECTIVE DATE: FEBRUARY 4, 2005.
9. TOPOGRAPHY SHOWN WITHIN "LIMITS OF FIELD TOPO" WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE
CHARGE OF DANIEL E. HANSEN, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION;
THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON AUGUST 5, 2021; AND THAT THIS PLAT MAP,
OR GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE
NOTED. TOPOGRAPHY SHOWN OUTSIDE OF "LIMITS OF FIELD TOPO" IS FORM PUBLICLY AVAILABLE
USDA—NRCS LIGHT DETECTION AND RANGING (LiDAR) GEOSPACIAL DATA. THIS GEOSPACIAL DATA IS
UNREGULATED, AND MAY NOT MEET THE STANDARD OF ACCURACY AS DEFINED IN THE CODE OF VIRGINIA.
10. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SUBJECT TO INFORMATION
DISCLOSED BY SUCH.
SOILS LEGEND:
19B
20C3
36C
37C3
MINNIEVILLE LOAM, 2 TO 7 PERCENT SLOPES
MINNIEVILLE CLAY LOAM, 7 TO 15 PERCENT SLOPES, SEVERLY ERODED
HAYESVILLE LOAM, 7 TO 15 PERCENT SLOPES
HAYESVILLE CLAY LOAM, 7 TO 15 PERCENT SLOPES, SEVERLY ERODED
1225 APPLE TREE LANE
HYDROLOGIC SOIL GROUP: B
HYDROLOGIC SOIL GROUP: B
HYDROLOGIC SOIL GROUP: B
HYDROLOGIC SOIL GROUP: B
LAYOUT, GRADING,
& ESC PLAN
ALBEMARLE COUNTY
VIRGINIA
SHEET INDEX
C1 COVER & EXISTING CONDITIONS
C2 LAYOUT PLAN
C3 GRADING & ESC PLAN
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BALZER
& ASSOCIATES
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
Roanoke / Richmond
Shenandoah Valley
New River Valley / Lynchburg
www.balzer.cc
104 Industry Way
Suite 102
Staunton, VA 24401
540.248.3220
ew'PI,TT H Op
WILLIAM S. MOORE
Lic. No. 35223
11-10-2021
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DATE
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SCALE
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REVISIONS
C1
PROJECT NO. 34210055.00
NOTES:
1. SEE ARCHITECTURAL AND LANDSCAPING PLANS FOR GRADING,
SPOT ELEVATIONS, AND DIMENSION BEYOND THE 'LIMITS OF
LAYOUT AND GRADING PERFORMED BY BALZER & ASSOCIATES'
2. ALL PROPOSED WALLS ARE BY OTHERS
LEGEND:
ASPHALT
2.0" SM-9.5A ASPHALT CONCRETE
8.0" VDOT NO. 21A/B AGGREGATE
III (COMPACTED)
SUBGRADE
(MIN. 95% COMPACTION)
NOTES:
1. G.C. TO ENSURE SOIL SUBGRADE IS COMPACTED TO 95% STANDARD
PROCTOR DRY DENSITY PRIOR TO STONE/ASPHALT PLACEMENT.
2. STONE BASE MUST BE PLACED IN LIFTS OF NO MORE THAN 4" EACH.
3. A TACK COAT SHALL BE APPLIED BETWEEN ASPHALT PAVEMENT LAYERS.
4. PAVEMENT SECTION IS BASED ON THE CALIFORNIA BEARING RATIO (CBR)
& RESILIENCY FACTOR (RF) PROVIDED IN THE GEOTECH REPORT AND
MUST BE FIELD VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO
STONE/ASPHALT PLACEMENT.
LIGHT DUTY ASPHALT PAVEMENT SECTION
N.T.S.
WALL
WALL
CONTRACTOR
TO VERIFY —
LOCATION OF
ALL SEPTIC
COMPONENTS
(CLEAN OUTS,
TANKS, TRENCHES
ETC.) AND
PROVIDE A MINIMUM
36"
COVER OVER
ANY EXISTING
DRAIN FIELD
TRENCHES
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OWNER IS TO OBTAIN A
GRADING EASEMENT FROM
ADJOINING LAND OWNER.
TRENCH DRAIN
ORGANIZE DAYLIGHT WITH ARCHITECTURAL
AND LANDSCAPING PLANS
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LIMITS OF LAYOUT AND /
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B&ZEK
& ASSOCIATES
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
Roanoke / Richmond
Shenandoah Valley
New River Valley / Lynchburg
www.balzer.cc
104 Industry Way
Suite 102
Staunton, VA 24401
540.248.3220
P} T H OF�
O-&A.
Va
WILLIAM S. MOORE
Lic. No. 35223
11-10-2021
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11-10-2021
SCALE
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REVISIONS
C 2
PROJECT NO. 34210055.00
STONE CONSTRUCTION ENTRANCE
CE
70' MIN. r EXISTING
GROUND
FILTER CLOTH � 6" MIN. I A I
SIDE ELEVATION
12' 67
L VDOT #1
COURSE AGGREGATE
• MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
OPERATION
70' MIN.
B
POSITIVE DRAINAGE
TO SEDIMENT B
TRAPPING DEVICE
PLAN VIEW
.- -.1. SECTION A -A
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E
MOUNTABLE BERM
(OPTIONAL)
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10' MIN.
EXISTING
PAVEMENT
10, F INC
SECTION B-B
SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 1
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE SF
OF POSTS.
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
�III�
FLOW
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SOURCE: Adapted from Installation of Straw and Fabric Filter
Barriers for Sediment Control, Sherwood & Wyant
NOTES:
1. SEE ARCHITECTURAL AND LANDSCAPING PLANS FOR GRADING,
SPOT ELEVATIONS, AND DIMENSION BEYOND THE 'LIMITS OF
LAYOUT AND GRADING PERFORMED BY BALZER & ASSOCIATES'
PLATE. 3.05-11
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B&ZEK
& ASSOCIATES
PLANNERS / ARCHITECTS
ENGINEERS / SURVEYORS
Roanoke / Richmond
Shenandoah Valley
New River Valley / Lynchburg
www.balzer.cc
104 Industry Way
Suite 102
Staunton, VA 24401
540.248.3220
,ewi;tiT H Op
1PML M S. MOORE
Lic. No. 35223
11-10-20214�1
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DRAWN BY
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DATE
11-10-2021
SCALE
1" = 20'
REVISIONS
C 3
PROJECT NO. 34210055.00