HomeMy WebLinkAboutWPO202100066 Plan - E&S 2022-03-31"
sus
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TENNIS RD.
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APPLE TREE LN.
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RT. 250
®NORTH
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 'X'. 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
WP0202100066.00
ALBEMARLE COUNTY
VIRGINIA
SHEET INDEX
C1 COVER & EXISTING CONDITIONS
C2 LAYOUT PLAN
C3 GRADING & ESC PLAN
APPROVED
by the Albemarle County
Communi_ty Develo ment Department
Date %28—y022
File WP0202100066
SYS)EIf ACCESSS`
FARMINCyIONCOUNTRY CLUB
711
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1 - 20
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
,�PLT H p7
WII LIAM S. MOORE 9
Lic. No. 35223
02-14-2022,�J
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DESIGNED BY
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CHECKED BY
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DATE
11-10-2021
SCALE
1" = 20'
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
WALL DESIGNED
BY OTHERS.
�I III
2.0" SM-9.5A ASPHALT CONCRETE
R5'
II
I!
I! III
8.0" VDOT NO. 21A/B AGGREGATE
ci
II
iiiiiiiiiiii
(COMPACTED)
I �'
1
31.02' -
III III III III III III
SUBGRADE
II 1
(MIN. 95% COMPACTION)
I 1I
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NOTES:
1. G.C. TO ENSURE SOIL SUBGRADE
IS COMPACTED TO 95% STANDARD
1L
PROCTOR DRY DENSITY PRIOR TO
STONE/ASPHALT PLACEMENT.
LL II
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)
WALL DESIGNED
& RESILIENCY FACTOR (RF) PROVIDED
IN THE GEOTECH REPORT AND
BY OTHERS.
MUST BE FIELD VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO
I-
E
STONE/ASPHALT PLACEMENT.
I
PROPOSED 1
GRADING EASEMENT- 1
F
LIGHT DUTY ASPHALT PAVEMENT SECTION
N.T.S.
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 $ B" CONC. WALL ��� WALL DESIGNED
U4`— `"� 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'-fl" -
JAMES REYAM
•c. No. 60
SS�ON l
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9
(4) #4 CONT.
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do
�GROSSMAN RESIDENCE
PILOTTOWN
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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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
ae1;tiT H OF
WIUTAM S. MOORE s
Lic. No. 35223
02-14-2022,4,
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DATE
11-10-2021
SCALE
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REVISIONS
02-14-2022
• • 20 40 ••
�-p9-�
C2
PROJECT NO. 34210055.00
CONSTRUCTION OPERATIONS
RELATIVE TO THE LOCATION OF
PROTECTED TREES
�s
TP
DRIP LINE
PROTECTIVE DEVICE
MAXIMUM LIMITS OF
CLEARING AND GRADING
PROPOSED GRADING
/
MIN. 5' -
1!•r WHERE DRIPUNE
IS LESS THAN
5'
r 1 IO
wr
r r
r,rl r r r r
r r
:.a
rrr
I Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976
Plate 3.38-1
STONE
CONSTRUCTION
ENTRANCE
a
70' MIN.
EXISTING
A
3, PAVEMEENT
5:1 i_�
FILTER CLOTH C MIN. A
MOUNTABLE BERM
(OPTIONAL)
CHIC CI ['\/AT1/'1 Al
1 "
COURSE AGGREGATE
• MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
OPERATION
B IU SLUIMLNI
TRAPPING DEVICE
PLAN VIEW
.11 SECTION A -A
R&,,VRVLV VVIYI.RLIG UKAIN JVAIL
TMIN.
EXISTING
PAVEMENT
10' IN.
SECTION B-B
SOURCE: ADAPTED from 1983 Maryland Standards for Sell erosion and Sediment Control, and Va. DSK Plate 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.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
Iy1�17:iYd:1:1[N
- �IYIRT-a111 I � -
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:
�O SPOT ELEVATION PROVIDED BY
### WOLF JOSEY LANDSCAPE ARCHITECTS
PLATE. 3.05-1
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BW:627.621
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BW:624.66N
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IOt TR, CTOI3//TO VERIFY '
CATpN OF ALL SEPTIC
OMIPONEN'TS (CLEAN --GUTS,
TANK6, TOENCHEIIS ETC.) AND
' PROVIDE iA MINIM'UM 36" /
-e0yER'OVER,ANY EXISjJW
.DRAIN FIELD` TRENCHES %
/
,
02a / `\. \ \ \ \ \ \ \
26.32
02
625.72
626.16 626
625.66 J lQ 625.50
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626.50 625.88
626.00 625,55/ I ,
y-BW:626.8 / ' / I I
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yam o �c ` STOCKP2Ei oc
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\ TP
s2 .50 :6624.37 /LIMITS O6 OUT F�f�D
MIN
23. TW:624.59''
r / GRADING' BY BALER
•� / ASSOCfATES
, ,J / � ,I, /� � i 11 APPROXIA1A/TE LIMITS OF
TW:624.50 622s ' DISTUR ONCE = 6.97 Ad
W623.1 fi B i622.50 6 0 / ♦` ,' X
22.40 TW: 24.5Q
623. ' 621.90 / BW: 20.75 / - I
323.
516.80
2, , 6 61
6\ro 4.20
2.00 ,
r r 15.9�
/ 62 0
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6U4.72/,a)/}�
x 61J1:55/�J �'
X
/fP kr CONSTRUtTIOVY ENTRAJdCE,
I,CE/ UBGRAbE SMALL BE;INSTALL
UCH /THAT THE SUPGRADE FLOWS
tOWAODS PEI IMETER SILT ,FENCE
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610.23 ' ' ' ' I ' / // /' ' '' / /
612.53000
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20 0 20
40 60
1 20
\
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
a"$PLT H pF
WII LIAM S. MOORE 9
Lic. No. 35223
02-14-2022w�'J
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DRAWN BY
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DESIGNED BY
WSM
CHECKED BY
WSN
DATE
11-10-2021
SCALE
1" = 20'
REVISIONS
02-14-2022
C 3
PROJECT NO. 34210055.00