HomeMy WebLinkAboutWPO202100066 Plan - Revision 2022-02-14�Rq
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TENNIS RD.
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APPLE TREE LN.
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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
WPO202100066.00
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
T H pF
WII LIAM S. MOORE 9
Lic. No. 35223
02-14-2022,�J
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SCALE
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REVISIONS
02-14-2022
C 1
PROJECT NO. 34210055.00
0
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. SEE ATTACHED GRADING EASEMENT PROVIDED STEVEN W. BLAINE,
ESQ. WOODS ROGERS PLC. EASEMENT IS SIGNED BY BOTH
PARTIES AND DATED ACCORDINGLY. DOCUMENT HAS BEEN
ATTACHED TO THE "RESPONSE TO COMMENTS".
LEGEND:
ASPHALT
2.0" SM-9.5A ASPHALT CONCRETE
L 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 DESIGNED
BY OTHERS.
WALL DESIGNED
BY OTHERS.
PROPOSED
GRADING EASEMENT
CONTRACTOR TO VERIFY —
LOCATION OF ALL SEPTIC
COMPONENTS (CLEAN OUTS,
TANKS, TRENCHES ETC.) AND
#4 VERT. AT 12" o/c 2" CLR. PROVIDE A MINIMUM 36"
COVER OVER ANY EXISTING
DRAIN FIELD TRENCHES
1 -8 8CONC. WALL
N�— " WALL DESIGNED
UA `— `"/ BY OTHERS.
STACKED FIELDSTONE VENEER
2' MORTAR
GALVANIZED WALL TIES EVERY
TWO COURSES
WATER PROOFING
AND DRAINAGE BOARD
CONTINUOUS CONCRETE
REINFORCED CMU, GROUT FILLED
REINFORCED CONCRETE FOOTING
COMPACTED SUBGRADE
FIELDSTONE RETAINING WALL
SC'Al F• 3/A" = 1'-w _
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GROSSMAN RESIDENCE
PI LOTTOWN
RETAINING WALL DETAIL
ENGINEERING
17585 NASSAU COMMONS BLVD.
DATE: 1�31�2022
UNIT 3 1 LEWES, DE 19958
PHONE:302-703-1770
JOB NUMBER: 111.042
CONTACT: MAN
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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
a�1;tiT H OF
WIUJAM S. MOORE s
Lic. No. 35223
02-14-2022,�
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REVISIONS
02-14-2022
• • • •• ••
_
C 2
PROJECT NO. 34210055.00
CONSTRUCTION OPERATIONS
RELATIVE TO THE LOCATION OF
PROTECTED TREES
S
I�ti�
DRIP LINE
PROTECTIVE DEVICE
I
MAXIMUM LIMITS OF
CLEARING AND GRADING
PROPOSED GRADING
/
MIN. 5' -
Vr WHERE DRIPUNE
IS LESS THAN
5'
r Irr
yr r,rl = r
r
Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976
Plate 3.38-1
STONE CONSTRUCTION ENTRANCE
CE
70' MIN. AlEXISTING
I 11 PAVEMENT
y 3 5:1 y
FILTER CLOTH � 6" MIN. I A I
CI nEw CI E-\/ATIn KI
a,
COURSE AGGREGATE
• MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
OPERATION
B IU bLUIMLNI
TRAPPING DEVICE
PLAN VIEW
.1-1 -.1. SECTION A -A
REIIYI VRVLV VVIYI.RLIG UKAIN JVAUL
MOUNTABLE BERM
(OPTIONAL)
T
10' MIN.
EXISTING
PAVEMENT
10' IN.
SECTION B-B
SOURCE: ADWO tram 1983 I.lmland Standards for Soil erosion and Sediment Control, and Va. DSWC Rate 3.02-1
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. 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.
Iy1�17:iYd:1:1IN
. IrMT-E-a1j111r -
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'
LEGEND:
SPOT ELEVATION PROVIDED BY
### WOLF JOSEY LANDSCAPE ARCHITECTS
PLATE. 3.05-1
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& 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
H pF
WII LIAM S. MOORE 9
Lic. No. 35223
02-14-2022w�'J
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CHECKED BY
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DATE
11-10-2021
SCALE
1" = 20'
REVISIONS
02-14-2022
C3
PROJECT NO. 34210055.00