HomeMy WebLinkAboutSDP200700109 Plan - Approved 2008-07-15Location Map
N.T.S.
MAP SOURCE: ALBEMARLE COUNTY REAL ESTATE TAX MAPS
Standards and Specifications
1. VIRGINIA DEPARTMENT OF TRANSPORTATION IVDOT) ROAD AND BRIDGE SPECIFICATIONS, DATED
1994.
2. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER
CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992.
3. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION
SPECIFICATIONS, ADOPTED JANUARY 15, 1998.
4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER
CONSERVATION, VIRGINIA STORMWATER MANAGEMENT HANDBOOK, FIRST EDITION, 1992.
Notes
GENERAL
24.
CONTRACTOR EXCLUDES THE COST OF ANY SITE OR OTHER TRASH COMPACTORS. CONCRETE
Q
MAX. NUMBER OF DWELLING UNITS:
N/A
PAD IS INCLUDED PER SITE PLAN BUT ELECTRIC IS EXCLUDED.
1.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS,
DEVELOPED IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN ENTITLED "FIRST CHRISTIAN CHURCH",
ALBEMARLE COUNTY SERVICE AUTHORITYI1
7fQ-
INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND
25.
THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING THE
S-4
STATE POLICY. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC
5
CONNECTION TO THE ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDING$ AT A SINGLE
LIGHTING AND PHOTOMETRIC PLAN
RIGHT -OF -WAV, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID
S-6
LOCATION. THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE WORK UP
10.13 ACRES
CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
S-7
TO A SINGLE BOX ON EACH BUILDING.
DISTURBED" ON THE CONCEPTUAL PLAN OR WITHIN THE 75 -FOOT SETBACK ADJACENT TO ROUTE 250
(HEREAFTER ABBREVIATED VDOT).
302 (MEMBERS/VISITORS)
EAST.
SWM -1
STORMWATER MANAGEMENT NARRATIVE
26.
THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOWN ON THESE PLANS.
2.
ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM
SWM -3
THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER
THE AREA MARKED "AREA NOT TO BE DISTURBED" WITHOUT PRIOR APPROVAL OF A TREE
TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS OTHERWISE NOTED.
102 SPACES
MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS.
3.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
27.
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL THAT MAY
AREA OF ASSEMBLY: 306 FIXED SEATS. 2700 SQUARE FEET
APPROVED EROSION AND SEDIMENT CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY
ESC -1
BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE
MINIMUM YARD REQUIREMENTS. SHALL APPLY IF THIS USE IS DEVELOPED.
CLEARING, GRADING OR OTHER CONSTRUCTION.
EROSION AND SEDIMENT CONTROL PLAN IPHASE4
DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE. ANY SUCH EARTH MOVING ACTIVITY IS
PROVIDED
103 SPACES
A. LIGHT LEVELS AT THE PROPERTY LINES SHALL BE NO GREATER THAN 0.3 FOOT CANDLES;
SUBJECT TO THE APPROVAL OF THE ENGINEER.
4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. MAXIMUM
3304 KESWICK RD
C. UTILIZE BOLLARD TYPE LIGHTS IN PLACE OF POLE LIGHTS WHENVER POSSIBLE. USE ONLY FULL
ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE POSSIBLE, LESSER SLOPES OF 4:1 OR BETTER ARE
63.948.0 SF
CUTOFF FIXTURES:
_.II
TO BE ACHIEVED. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING STABILIZED GRASS STANDS
D. SITE AND BUILDING ILLUMINATION SHALL BE LIMITED TO THE SATISFCATION OF THE ARB; AND
TMP 79-16
ON ALL SLOPES.
O'DONNELL, DANIEL J OR KRISTINE
L
ABUTTING PROPERTIES.
870 CARRIAGE TRAIL PL
SITE
CONSTRUCTION
5.
PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF
SHALL BE REPLACED WITH A PUBLIC RIGHT-OF-WAY AT LEAST 25 FT WIDE AND DEDICATED TO PUBLIC
- -OHT-
THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS DEEMED NECESSARY
1.
UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR
8. THERE SHALL BE NO DAY CARE CENTER OR PRIVATE SCHOOL ON SITE WITHOUT APPROVAL OF A
IN ORDER TO STABILIZE A DRAINAGE CHANNEL,
TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE OF
i------------------------
10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE
6.
UNLESS OTHERWISE NOTED, ALL STORM DRAINAGE PIPE TO BE HANCOR HI -Q. VDOT STANDARD
9. IF THE USE, STRUCTURE, OR ACTIVITY FOR WHICH THIS SPECIAL USE PERMIT IS ISSUED IS NOT COMMENCED
ENGINEER,
CURB
PIPE BEDDING DETAIL PB -1 IS REQUIRED WITH HANCOR HI -O HIGH DENSITY POLYETHYLENE (HDPE)
DEPARTMENT OF COMMUNITY DEVELOPMENT
THE PERMIT SHALL BE DEEMED ABANDONED AND THE AUTHORITY GRANTED THEREUNDER SHALL
PIPE.
2.
ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED
THEREUPON TERMINATE.
CURB WITH GUTTER
------------------------
AREAS.
7.
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
GAS LINE
_________________________
-G---G--
FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
3.
CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER
CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE
8.
THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE
CONSTRUCTION SITE.
-DAA
EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS,
AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS,
4.
ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE
OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK.
OUTFALL. PIPE SHALL BE MIN, 6" DIAMETER AND CONFORM TO VOOT STANDARD SB -1. NOTIFY
ENGINEER IN ALL CASES.
9.
DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY
r Q
THE ENGINEER.
5.
STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE
-UGE
UGE-
OVERHEAD ELECTRIC LINE
WITH VDOT STANDARD ST -1. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION.
10.
THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND
OHE-
UNDERGROUND TELEPHONE LINE
-UGT-
UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE
6.
STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE CENTER OF THE
OVERHEAD TELEPHONE LINE
EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE
- -OHT-
CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS INCLUDE STANDARD VDOT END
OHT
CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
WALL SECTIONS WHERE APPLICABLE.
11.
THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES
7.
STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE CENTER OF THE INLET
FH
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE
FH
BOX.
EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY
a
TOP OF CURB
APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY
TC
TC
MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT
RC
OF RECORD NOT SHOWN ON THESE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
General Construction Notes for Site Plans
REPAIRING, ATT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A
LP
DROP INLET
UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE
O/
DI
ENGINEER.
1.
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING
WATER METER
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
12,
RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED
WM
DEPARTMENT OF TRANSPORTATION IVDOT). THE PLAN AS DRAWN MAY NOT ACCURATELY
WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
BOTTOM OF THE STAIRS
PRIOR TO THE START OF CONSTRUCTION.
BS
REQUIREMENT OF THE PERMIT SHALL GOVERN.
13.
THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED
2.
ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM
WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY
BOTTOM OF THE WALL
TO CURRENT SPECIFICATIONS AND STANDARD OF VDOT UNLESS OTHERWISE NOTED.
8w
MATERIAL STORED AT THE SITE.
BW
VIRGINIA DEPARTMENT OF TRANSPORTATION
4007
3.
EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
t4.
THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE
APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING
BUILDING CONTRACTOR.
OR OTHER CONSTRUCTION.
15.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
ALLOWABLE SLOPE IS 2:1 IHORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
5.
PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION
EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE
OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS
ENGINEER".
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
16.
ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE
6.
ALL TRAFFIC CONTROL SIGNS SHALL CONFIRM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENTS SHALL BE MADE AS
CONTROL DEVICES.
NECESSARY AT NO COST TO THE OWNER.
7.
UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 111.
17.
ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT,
OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED.
8.
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
18,
PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER.
PARKING FOR EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE.
9.
THE MOVEMENT OF HEAVY EQUIPMENTS AND STORAGE OF ALL MATERIALS OUTSIDE THE LIMITS
OF THE CONSTRUCTION PROHIBITED. NO TREE REMOVAL OR GRADING WILL OCCUR WITHIN THE 75'
19.
AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED AND MADE
SETBACK ADJACENT TO THE ROUTE 250 EAST.
AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR.
20.
CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE
.F`n
AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE
�gALTHOaw„
�FALTF( OF Otl
THAN TEN WORKING DAYS. PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION,
C�
21.
BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE�•-Tc
CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS
T '•��'rtB �i1rVJ3�
B AJESH K. r++ c �. Lic. No. 77BJ
22.
TAP FEES, POWER COMPANY, CABLE TV, PHONE COMPANY, SITE GRADING AND RETAINING WALL
-11 LIC. No. 04;L,
PERMIT FEES AND OTHER FEES TYPICALLY PAID BY AN OWNER ARE EXCLUDED.
90,oF eSI
LSIeEr;
e
O
23.
EXCLUDED IS THE RELOCATION OF ANY UTILITIES NOT SPECIFICALLY NOTED TO BE REMOVED OR
RELOCATED.
RELOCATED.
NAL
Albemarle County, Virginia
FINAL SITE DEVELOPMENT PLAN
October 12, 2007
Prepared For:
First Christian Church
1032 Linden Avenue
Charlottesville, VA 22902
McKEECARSON
CONSULTING ENGINEERS -LANDSCAPE ARCHITECTS -LAND PLANNERS
301 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902
t: 434-979-7522 f: 434-977-1194
Site Specifics/Miscellaneous
1. THERE IS ONE INTERMITTENT STREAM ON THE SITE.
2. NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN.ACCORDING TO THE
FEMA FLOOD INSURANCE RATE MAPS. DATED FEBRUARY 4, 2005, (COMMUNITY PANEL NUMBER
510006 029561
3. NO SEPTIC SETBACK LIMITS AF'ECT THIS SITE.
4. ALL BUILDINGS WILL BE ADA AC. ESSIBLE AND WILL HAVE AN AUTOMATIC SPRINKLER SYSTEM AS A
MEANS OF FIRE SUPPRESSION.
5. THIS SITE FALLS WITHIN THE MIDDLE OF THE RIVANNA RIVER WATERSHED.
SURVEY AND TOPOGRAPHY
1. BOUNDARY INFORMATION PROVIDED BY RAY ROGER W 8 ASSOCIATES INC 1717 ALLIED LANE,
CHARLOTTESVILLE, VA 22903 (434) 293-3195
2. TOPOGRAPHIC INFORMATION DOWNLOADED FROM OFFICE OF GEOGRAPHIC DATA SERVICES,
ALBEMARLE COMMUNITY DEVELOPMENT.
3. MAGNETIC NORTH 2006
Site Data
NAME OF DEVELIMIMENT:
OWNER/DEVELOPER INFORMATION;
TAX MAP AND PARCEL NUMBER:
MAGESTERIAL DISTRICT:
TOTAL ACREAGE:
CURRENT ZONING:
SPEACIAL USE PERMITS:
ADJACENT PROPERTIES:
PROPOSED USE
FIRST CHRISTIAN CHURCH
FIRST CHRISTIAN CHURCH
1032 LINDEN AVENUE
CHARLOTTESVILLE, VIRGINIA 22902
TMP 79-24A
SCOTTSVILLE
14.2 ACRES
RURAL AREA (RA) WITH SPECIAL USE PERMIT
SP -2006-020
SEE CONTEXT MAP ABOVE
CHURCH
SETBACKS: 75' FRONT ON PUBLIC ROADS
25' FRONT ON PRIVATE ROADS
25' SIDE
35' REAR;
SP -2006 -020 -Special Use Permit Conditions
SHEET TITLE
ENGINEER
Q
MAX. NUMBER OF DWELLING UNITS:
N/A
1. THE CHURCH'S IMPROVEMENTS AND THE SCALE AND LOCATION OF THE IMPROVEMENTS SHALL BE
GROSS RESIDENTIAL DENSITY:
N/A
DEVELOPED IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN ENTITLED "FIRST CHRISTIAN CHURCH",
ALBEMARLE COUNTY SERVICE AUTHORITYI1
7fQ-
PREPARED BY MCKEE CARSON, AND DATED 11-14-2006.
PERCENTAGE OF OPEN SPACE:
TAGSBLOC
72%
S-4
(EXCL. RDS, d LOTS(
5
2. THE AREA OF ASSEMBLY SHALL BE LIMITED TO A MAXIMUM 306 -SEAT SANCTUARY.
LIGHTING AND PHOTOMETRIC PLAN
6
S-6
OPEN SPACE ACREAGE:
10.13 ACRES
3. NO GRADING OR TREE REMOVAL SHALL TAKE PLACE WITHIN THE AREA MARKED "AREA NOT TO BE
S-7
LANDSCAPE AND LIGHTING DETAILS
DISTURBED" ON THE CONCEPTUAL PLAN OR WITHIN THE 75 -FOOT SETBACK ADJACENT TO ROUTE 250
MAX. NUMBER OF ATTENDEES:
302 (MEMBERS/VISITORS)
EAST.
SWM -1
STORMWATER MANAGEMENT NARRATIVE
10
MAX. HEIGHT OF ALL STRUCTURES:
35'-4"
4. NO EROSION AND SEDIMENTATION CONTROL PLAN NOR BUILDING PERMIT SHALL BE APPROVED FOR
SWM -3
STORMWATER MANAGEMENT NARRATIVE
THE AREA MARKED "AREA NOT TO BE DISTURBED" WITHOUT PRIOR APPROVAL OF A TREE
PARKING SCHEDULE:
102 SPACES
CONSERVATION PLAN COMPLYING WITH SECTION 32.7.9.4 OF THE ZONING ORDINANCE.
SWM -5
STORMWATER MANAGEMENT NARRATIVE AND DETAILS
14
REQUIRED
AREA OF ASSEMBLY: 306 FIXED SEATS. 2700 SQUARE FEET
5. ALL PARKING SETBACKS AND UNDISTURBED BUFFERS REQUIRED BY ZONING ORDINANCE SECTION 21.7,
ESC -1
ONE (1) SPACE PER (3) FIXED SEATS 102 SPACES)
MINIMUM YARD REQUIREMENTS. SHALL APPLY IF THIS USE IS DEVELOPED.
ESC -2
EROSION AND SEDIMENT CONTROL PLAN IPHASE4
6. LIGHTING OF THE SITE SHALL BE LIMITED AS FOLLOWS:
PROVIDED
103 SPACES
A. LIGHT LEVELS AT THE PROPERTY LINES SHALL BE NO GREATER THAN 0.3 FOOT CANDLES;
HC SPACES
5 SPACES
B. NO FLOOD LIGHTING OF THE BUILDING IS PERMITTED;
3304 KESWICK RD
C. UTILIZE BOLLARD TYPE LIGHTS IN PLACE OF POLE LIGHTS WHENVER POSSIBLE. USE ONLY FULL
IMPERVIOUS AREA:
63.948.0 SF
CUTOFF FIXTURES:
_.II
D. SITE AND BUILDING ILLUMINATION SHALL BE LIMITED TO THE SATISFCATION OF THE ARB; AND
TMP 79-16
E. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHILED TO REFLECT LIGHT AWAY FROM
O'DONNELL, DANIEL J OR KRISTINE
L
ABUTTING PROPERTIES.
870 CARRIAGE TRAIL PL
7. THE EXISTING PRESCRIPTIVE RIGHT-OF-WAY ALONG THIS PARCEL'S KESWICK ROAD (RTE. 731) FRONTAGE
KESWICK, VA 22947
OVERHEAD TELEPHONE
SHALL BE REPLACED WITH A PUBLIC RIGHT-OF-WAY AT LEAST 25 FT WIDE AND DEDICATED TO PUBLIC
- -OHT-
USE.
EASEMENT
8. THERE SHALL BE NO DAY CARE CENTER OR PRIVATE SCHOOL ON SITE WITHOUT APPROVAL OF A
Approvals
SEPARATE SPECIAL USE PERMIT;
i------------------------
CONCRETE PAVEMENT
I_ __ ---------------------
9. IF THE USE, STRUCTURE, OR ACTIVITY FOR WHICH THIS SPECIAL USE PERMIT IS ISSUED IS NOT COMMENCED
CURB
WITHIN SIXTY (60) MONTHS AFTER THE PERMIT IS ISSUED,
DEPARTMENT OF COMMUNITY DEVELOPMENT
THE PERMIT SHALL BE DEEMED ABANDONED AND THE AUTHORITY GRANTED THEREUNDER SHALL
THEREUPON TERMINATE.
CURB WITH GUTTER
------------------------
Albemarle County Community Development
Engineering Review Compliance Ceritification
I CERTIFY THAT THESE FINAL PLANS MEET THE REQUIREMENTS OF THE ALBEMARLE COUNTY
ZONING ORDINANCE, THE WATER PROTECTION ORDINANCE, THE SUBDIVISION ORDIANCE,
AND THE DESIGN STANDARDS MANUAL, AND ARE PREPARED IN ACCORDANCE WITH THE
ENGINEERING EXPEDITED REVIEW FINAL PLANS CHECKLIST.
SIGNATURE
DATE
/V e 7/S
SHEET TITLE
ENGINEER
Q
INSPECTIONS
1
ARCHITECTURAL REVIEW BOARD
EXISTING CONDITIONS
DEPARTMENT OF FIRE RESCUE
(15-88
ALBEMARLE COUNTY SERVICE AUTHORITYI1
7fQ-
VIRGINIA DEPARTMENT OF TRANSPORTATION
GRADING AND UTILITIES PLAN
HEALTH DEPARTMENT og
S-4
Sheet Index
SHEET CODE
SHEET TITLE
SHEET NO,
T -t
COVER SHEET
1
S-1
EXISTING CONDITIONS
2
S-2
LAYOUT AND DIMENSION PLAN
3
S-3
GRADING AND UTILITIES PLAN
4
S-4
LANDSCAPE PLAN
5
S-5
LIGHTING AND PHOTOMETRIC PLAN
6
S-6
SITE DETAILS
7
KESWICK, VA 22947
S-7
LANDSCAPE AND LIGHTING DETAILS
8
DP -1
DRAINAGE PROFILES AND COMPUTATIONS
9
SWM -1
STORMWATER MANAGEMENT NARRATIVE
10
SWM-2STORMWATER
MANAGEMENT NARRATIVE
11
SWM -3
STORMWATER MANAGEMENT NARRATIVE
12
SWM -4
STORMWATER MANAGEMENT NARRATIVE
13
SWM -5
STORMWATER MANAGEMENT NARRATIVE AND DETAILS
14
SWM -6
PRE AND POST DEVELOPMENT DRAINAGE AREA MAP
15
ESC -1
EROSION AND SEDIMENT CONTROL NARRATIVE 8 CALCULATIONS
16
ESC -2
EROSION AND SEDIMENT CONTROL PLAN IPHASE4
17
ESC -3
EROSION AND SEDIMENT CONTROL PLAN (PHASE -2)
18
ESC -4
EROSION AND SEDIMENT CONTROL ESC DETAILS
19
TMP 79C--OA-78
TMP 79B--OB-IA
TMP 79-15
918 SHADWELL ROAD LLC
KENNEDY, WILLIAM J
UNION RUN BAPTIST CHURCH
P 0 BOX 672
OR CHRISTINE M
3220 KESWICK ROAD
KESWICK, VA 22947
955 SHADWELL ROAD
KESWICK, VA 22947
KESWICK, VA 22947
TMP 79C--OA-6B
_
TMP 79A7--OC-41
920 SHADWELL COURT LLC
TMP 796--OS-IC
W A 0 LAND TRUST; FORBES
P 0 BOX 672
LUPOS LLC
R REBACK TRUSTEE
KESWICK, VA 22947
P 0 BOX 7623
3025 MILTON VILLAGE LANE
70 -----_
CHARLOTTESVILLE,
CHARLOTTESVILLE, VA 22902
TMP 79C--0A-7A
VA 22906
924 SHADWELL COURT LLC
TMP 79B--OB-18
P 0 BOX 672
TMP 79D-1
WALTON, RICKY L
KESWICK, VA 22947
MARTIN, JOHN A 8 WANDA G
3339 RICHMOND RD
- - W- -
3381 RICHMOND ROAD
KESWICK, VA 22947
TMP 79C--OA-6A
KESWICK, VA 22947
EPPINK, RICHARD T
ALL TMP LISTED ABOVE
212 HARVEST DRIVE
TMP 79A2--OF-1
ARE ZONED RURAL
CHARLOTTESVILLE,
MASSEY, SUE TRUSTEE OF
VA 22903-4849
THE SUE MASSEY LIVING TRUST
INLET
3304 KESWICK RD
TMP 79C--OA.5
KESWICK, VA 22947
MANHOLE
EQUITY TRUST COMPANY
_.II
CUSTODIAN
TMP 79-16
F/B/O HUGH MCMURDO
O'DONNELL, DANIEL J OR KRISTINE
L
LEAVELL
870 CARRIAGE TRAIL PL
225 BURNS RD
KESWICK, VA 22947
OVERHEAD TELEPHONE
ELYRIA, OH 44035
- -OHT-
Legend/Abbreviations
EASEMENT
ITEM
EXISTING
PROPOSED
BENCH MARK
PROPERTY / RIGHT OF WAY LINE
SETBACK LINE
_
_ _ _ _ _
CONTOUR
________
INDEX CONTOUR
-__
70 -----_
10
BUILDING
PAVEMENT
WATER MAIN
- W-
- - W- -
_w
_w_
WATER VALVE
STORM SEWER
-
SEPTIC DRAIN FIELD
-------
INLET
0 1-1
MANHOLE
==--L
_.II
UTILITY POLE
O
TELEPHONE PEDESTAL
OVERHEAD TELEPHONE
-OHT-
- -OHT-
EASEMENT
BITUMINOUS PAVEMENTS
i------------------------
CONCRETE PAVEMENT
I_ __ ---------------------
CURB
L_�__:___:___�
CURB WITH GUTTER
------------------------
GAS LINE
_________________________
-G---G--
-G-G-G-
DRAINAGE AREA DELINEATION
-DAA
INTERMITTENT STREAM
RIP RAP
STORM DRAIN IDENTIFIER
O
SANITARY SEWER IDENTIFIER
r Q
UNDERGROUND ELECTRIC LINE
-UGE-
- -UGE-
-UGE
UGE-
OVERHEAD ELECTRIC LINE
-OHE-
- -OHE-
-OHE
OHE-
UNDERGROUND TELEPHONE LINE
-UGT-
- -UGT-
-UGT
UGT-
OVERHEAD TELEPHONE LINE
-DHT-
- -OHT-
-OH7
OHT
REINFORCED CONCRETE PIPE
RCP
RCP
FIRE HYDRANT
FH
FH
YARD DRAIN
a
TOP OF CURB
TC
TC
BOTTOM OF CURB
RC
BO
LOW POINT
ZP
LP
DROP INLET
O/
DI
CLEAN OUT
CO
WATER METER
W&
WM
TOP OF THE STAIRS
TS
TS
BOTTOM OF THE STAIRS
BS
BS
TOP OF THE WALL
7i4
TW
BOTTOM OF THE WALL
8w
BW
VIRGINIA DEPARTMENT OF TRANSPORTATION
4007
VDOT
Revisions
11/13/2007: COUNTY COMMENTS
12/28/2007: COUNTY COMMENTS
01/14/2008: COUNTY COMMENTS
02/04/2008: ARB COMMENTS
04/11/2008: ARB COMMENTS
05/12/2008: ARB COMMENTS
rt
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREEr
CHARLOTTESVILLE, VA 22902
t: 434-979-7522
f: 434977-1194
www.mckeecarson.com
McKee Cason and Field Sport Concepts. Ltd.
reserve their common law copyright and other
property rights in these drawings. M ideas,
designs, Sections, details, and plans are the
property of McKee Cason and field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be oiiigr ed to any third party without
Oat obtaining the express permission and
consent of either McKee Carson or Field
Span Concepts, Ltd.
Revisioin :
11/13/2007: COUNTY COMMENTS
12/28/2007: COUNTY COMMENTS
1/14/2008: COUNTY COMMENTS
2/04/2008: ARE COMMENTS
4/11/2008: ARE COMMENTS
5/12/2008: ARE COMMENTS
Sheet No.:
I
i
S4�
02 of 19 if
Scale:
Date:
Project No.:
Designed:
Checked:
1"=,W
10/12/07
0618
JAYM: RBM
Sheet No.:
I
i
S4�
02 of 19 if
NOTE
1
t PROPOSED FUTURE PICNIC PAVILION: STONE KNEE WALL TO MATCH
2_54 E / \ \ \ ,T1 '�� / LOWER LEVEL OF THE BUILDING.
SET'', ISE S\� �\ `\ �' �\—__ --____ k\../✓ I .,
TA1.7 - t AACRE TIO `Ss j \M HVAC UNITS (SIZE)
---__ _ --
- ---- - -_ - ----- - x
- _ /J VPE-1 ENTRANCED I '�`_.______ _ _ a to 5' 4'
ISET _ - \ _ _
Oyf /
S87*26'53— 22360' 1 s____.__ _ __ --_ _-_ x
/ _
\ S 2 26" SQUARE
TATE ROV7E 731 —
._. iw
390 Oy� \\ ISE
POLE
-- — 85 29 59 .
cry-�s'r� "-'.'
� y ME
f«y 3
-- rriv�l'+` ` .. .1 .,_, ..# " 03°44'2 � 1 .T
MONUMENT O/yF
Y-M'�m-�vvav-wvm-.�rv�.wrv?\"'r°-'-lvvv rvw — ____--- '� ��"�� C2 15.Od' x N ` RE
E 4 26" SQUARE
_ � "E
ISE--"--_-- _ - --- 5 36" SQUARE
--1 0' RIGHT -TURN STORAGE r 5 1-�y7—p��, — x
TAPER LANE��� _— ,'^ — qp 7 . 5 x 4'
- tits •iE,. W8aCr' GT -(Nd- Oyr,•� 4r \\ 8 36" SQUARE
---I�� - MATCH BDLG ��..��0 O ,'-y
CONCRETE - _ Q0� 00 9 32" SQUARE
11 \\ \�-' --_ -_-`---------- MONUMENT- o�e4.i.J� `\\\
ce
380
\ O TREE PROTECTION FENCE (REFER TO EROSION AND SEDIMENT CONTROL DETAIL PLAN SFENCE
1 1 _ FOR THE TREE POTECTION FENCE DETAIL). CONTRACTOR TO INSTALL TREE PROTECTION FENCE
1 \ ---- _ �.. 9.5 _� N 3892038.93 \� 75' SETBACK ��� \ \ ALONG THE PROPOSED TREE LINE.
— —_q_10 §rc. $\515972.13 \>
75' SETB�f'K \����—Y-c— — _ __—___ _----- 70
N \ N73891939.73\ \\\ \\\ \ \\
11515992.40
1 \ \____________ ///--`\```' _____\\ APPROXIMATE
1 \ / / /� \ \ \ • WELL LOCATION ` L, \ \\ \� \\ \
NT389188247
E 11516030.5 1.\
j \\ a.TIP a \\ \\
38.5' I o O rn \ \
S.OI\ — ,,-- — �� h _ P7 / \nom e
2.39.51 S j 11
E 115160586 — t (T P.1" P C / DU!{PSTER ON
CCikRETE PA
.
— FUTURE FUTURE SEE ETAILPICS 57
310 /'// //! ft" '� J — —_ _--_._— _-- — _—PAV LN�IC
/—_—�— IBP OTHERS) WALL �\ 1/ S7 Z
i
- � / / 1 / / / ' �•�'// //' /'/ /' �'� '�� �'' —__— __—_--_ —_— N389163408 —_ 28 5.
S7 N 389185L51
60 ��'' /// /! /// —_E 1151612018 'C-1161622ZSfi� \ !
/ / // / T.M.79 87AORES I(PORTION)
-- - 3 / wo:T ACREORES ��
.14.0 ACRES—TOTAL) —__. —
_--------- / /TIP
PT 3.06.35
I:. 2 �� »ti
380 //// // /// '�//'' _PE`j5i — / E-1T5i8093:55--
—'1��CqpS T /,
j
/' /'/ E1151603659 +;r' •O. \ I
99 174114
Wn9
\
-------- •
I I � I I / / 1A / / / / / / , / / � /'/ / / �` t � �'9 s a< s ✓� : A� _ I 1 f / '
I 1 l 1 I / �� / / / / / / // // ' �' / HICKORY _ - 3,y ALKC36
_ t V I // V A 1 OAK
I�`T \ \ A
FIRSz
CHRISTIAN
/ r CHURCH
```` �``���/ / _j —•,J I 1 I I 1 / % !\ // /' / / j / / •\ /' �/ 1 �' IBY OTHERSI /i ` N { r,i; 1 f Y I l / / /7 1111\ / // / --------
--- — __ ---_ ,'� I I I I I I / / / / / / /� / / •\ / w 1 f t .- . F -ti m� 1 J� 1 < I ( I I 1 / l /� / l7 / / --- \\\
-----___--- l I 1 I I 7 / / / / / / \�4/ // �• �! r I/// / I °�. >0 � I m1 s. l 11 j I 4 j f j � //
1 1 I y / / / / / / A / �• A
1, �\ /\— _—_-----_—_— / I I I 1 / 7 �/ / � / � / // � / / �'\\ / /�`"�Op�F `•\ i c / // "�. .., /� v,'� ` f r. 1 1( I 1( l I I � I 1 1 1 \ \\
I `-'tet /� / 6 I 1 1 / / / / / / / �` /STT (4�0 •� _. / / ,� a. < l I 1 I I { \ \
\ '" —' / /TOT 1 I I / / / / i // // f/ \ ���'� •�•�• I // // // /+,. x '°. _ — S.r. f i I I I i \ i 11 I,r \\ `.
\ \ < / I I "6y 1 1 ( / / / / \ .'�`4l• Tl' �.� °7n v + / / N
-�•` 3891595 69 / E 1151151389164i.24003 43 /
1 \\ II 3 1I 174• I I I / // .1 _ s y - 21.2' e i t ( / I I I 1 \ I 1 \ \ \ \
\�
PO '4
O,bTlOI 1 I 11 \\ _ /:�/.. .. : /
.,
PIPE N
I I \I II j. FOrUND\ \\ \
79�i
3' CUPS CUk
O
— — — — — — — i/
Tit•
g7 I
0
3
><1 891 / vi E .42
11 1
\ E 11516170. J ( 1 f I \ 1 m, 1 \ \ \
Go
\ � TIC
I \ I eel \ \ \ \
Scale Yx30' Contour Interval -2' I \ \ \ \ \
1 \ 0 30 60 120 1
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHrrECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434-979.7572
f: 434977.1194
wwW.rnckeecarson.can
McKee Cason and Bald Sport Concepts, Ltd.
reserve timcmnatart law copyright and other
prop" rights in these drawings. All Ideas.
desigm sections, detalls, and plans are the
property of McKee Corson and Hold Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied to any
farts or manner whatsoever nor are they
to be aiilgded to any third party without
flat obtaining the express permisslon and
consent of either McKee Canon or Field
Sport Concepti, Ltd.
RevTNa a:
11/13/2(107: COUNTY COMMENTS
12/28/2007: COUNTY COMMENTS
1/14/2008: COUNTY COMMENTS
2/04/2008: ARB COMMENTS
4/11/2008: ARB COMMENTS
5/12/2008: ARE COMMENTS
Sale:
1" = NY
Date:
10/12/07
Project No.:
0518
Destppe&
HM, NS
Checked:
#W; RBM
U
Cd
O
z
u
Q
rrH^
V J
�
x
V
�
a
RevTNa a:
11/13/2(107: COUNTY COMMENTS
12/28/2007: COUNTY COMMENTS
1/14/2008: COUNTY COMMENTS
2/04/2008: ARB COMMENTS
4/11/2008: ARB COMMENTS
5/12/2008: ARE COMMENTS
Sheet No.:
S�2
n of 19
Sale:
1" = NY
Date:
10/12/07
Project No.:
0518
Destppe&
HM, NS
Checked:
#W; RBM
Sheet No.:
S�2
n of 19
\
t \
.4 - \\
Storm Sewer Structure Schedule
STRUCTURE
ID
STRUCTURE
TYPE
TOP ELEV
INVERT
IN
INVERT
OUT
PIPE
DESCRIPTION
YD
15" YARD INLET
387
CV
386
yTN
StGNT
CO
LEA U
387
382.25
382.20
142.23 L.F.
15" HDPE M 0.53%
___ --------------- y
/ �'
13.26 LF.
15" HDPE a 1.51%
_-_-_
-----J
__-_-
T T RAI
383.25
382
--"-- _
--- -- VDOT STANDARD / I\ J � /
I
L7ARDTt&L-
-4 !!�' PE -1 ENTRANCE \
_ p
__
1
-
ES -1 i"
13QE CULVERT -1
379.75
378.00
376.00
ES -2
V
377.75
376.00
76.54 L.F.
21" RCP 6 2.61°.
IN \\
\--__-----
i87°26'S3TW _ 223.60 \ _----
\
Legend
OSTORM
INLET IDENTIFIER
EC
SOIL STABILIZATION MATTING
-3
(TREATMENT -2)
YD
YARD DRAIN
ES
END SECTION
CV
CULVERT
OTREE PROTECTION FENCE (REFER TO EROSION AND SEDIMENT CONTROL DETAIL PLAN - SHEETI8
FOR THEG THTREE POT CTITOREEENCE. DETAIL). CONTRACTOR TO INSTALL TREE PROTECTION FENCE
ALO
\\ LEFT SIGHT DISTANCE T IANGLE WITH SIGHT DIST'ANCt vrt
\
390 - - - ---
- Oh< \ \
w>
k"k€3x-za;
,.Kwvwr`Twr+'wvm^m-rvvvMN �_ ___ ___________------
0 .. 44'.7- _-__ -- \ _-_
N85°2959"E 1 3.1T -- \\ POLE
`zz_ 25' PUBLIC RIGHT_OF_WA�.-. �' - "` _ \J _ \\\\ \\11 -----
\�9C SIGN
TO
MATCH gDLG.
1 _
�\
5' S 8
T A
K �
- E
.w
SETBACK \ 1
\
RIPRAP
1 /
/ \ _ OUTLET INV IN
APPROXIMATE PROTECTION -I -I 378.00 \ \ \ \
L. LOCATION TANDARD VDOI'`\
V OUT \ END SECTION \ \ \ \
0\ ES -1 \ \ \
/ 3 D2. 0 {
J'T Y
\---- _ _ 78.00 `ri(
STANDAFID VDOT
ES_ E - � I ��,. � / 1 4' C.LP. \
I - / / S-2 'I1 > / 1 CONCRETE \ a,
�'-rV' WALL \ o
i"
�DI50A
� 2" I \I \N i3.
15
5�-fad
SCHEDURL'EO-1e' \ _ A "i. - B _ 1 \R \I
FEAT D PIPE s17 \ - I
-
'
ROOF DRAIN 4" PVC
(TYP.1 DUMPSTER ON
FUTURE CONCRETE PAD t
-_SSETOAPMNDARTAENR/ _ PIIICNIC
fSEMENT_ ER 3 AVWIOW
BIOl_ RBTENTIOCO BFEE
/
390.25 ACCEISSWA�
% I /' / / /i ' �� �/ // -
i
jb0 .� / l // /'i''/ <'// /'' ' - .�----- - - 8$AP OUT TY
� 9p5\ENE.-
SONOE
`\.SSIS - __
0
i
i
390
/ / / / ! / / ✓ / / / / / A PES BF\m+ ; I tMl' s I
V1,11 EPP
TOP 394
<0 .________-0OwN$POUT _ &;�:. `\ <y r T \� n r } ??{ all ♦'
i P { m {
8
4" PVC ROOFDRAIN
(TYP. OF 4)
-7` / / / J / i ,'� / / // H/CKORY �'-'6" YARD INLET-- 1,,. ONC.m
ITVP.dOF 91 \' MPd
OAK -'l o/ 6" PVC ROOFDRAIN
\\�� \ 1 I I / 1 1 I ( I I / J 7 / ! �' /' �� � i ) F 69 �.- -k ��'� rg .• '1: .'� //
��� \�\ I J ' � I I I / ! �' / �� / i Ir-. FIRST - _.� t I �, >•~ / `/ /
CHRISTIAN
1 I I I / / J , / , ,- CHCH Lr „. ..95.3
�' (BY OTURHERS) /
FFE 395.50 / g•.-- I / /
I \\-/ ,
/ / J ! / / / !'/ / \ Oq 4' C.I.P.
CONCRETE
� �' ' sp ! I l / / / ! ! � � /Sr'yip </ FO �•� WALL I � / ,' �/ � .: ! A
\� / WISO
I -_ /FIBEPR---pQPTIC 1 I7q• i I ! 1 // li I \ �,\- I ° 5T'r _ / /
�`\ _ 9' I 1 \ \' / / �,, // rr e:yT ,y" >kl,-,•,s.`" „rn•.: / I a ;
`,FIBER -0 TICPOST I 1 tl 1 ,�' \\ -I ; .. .r...,t - ..
-32v 4,9
T3'TOW
->\\/ iG6NCRETE / J' F} „+ qhx, knu < "`max I / 1
WALL
TP
Grading and Utility Notes
ACCESSWAY
7, ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION ___�' \ -- B10FILTER `'-
LIMITS INDICATED ON THE Ed5 PLAN. \ '� - '/\ (NTT%OGADEXCEED S
2. SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS General Cons truction Notes �,, \`\ �� -' _,' _ \\
TO STABILIZE AND CONTROL SOIL EROSION, ASPHALT AND OTHER IMPERVIOUS MATERIALS
FOR SWALES OR CHANNELS WILL NOT RE PERMITTED. \ - � �� ��� ,�
L PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING RIGHT-OF-WAY, INCLUDING CONNECTION TO
3, INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS. ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM VIRGINIA DEPARTMENT OF
TRANSPORTATION NDOT. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE�'-
q, CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS, REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT
ELECTRIC). OF THE PERMIT SHALL GOVERN.
5 ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS
2. ALL PAVING DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM, -
ALLOWED BY SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH
BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER
TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
PRIOR TO INSTALLATION. 3. EROSION AND SILTATION CONTRpL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH
6. ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,
GRADING OR OTHER CONSTRUCTION.
ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS/CODING
ARE NOT PAINTED. 4. ALL SLOPES AND DISTURB ED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED. THE MAXIMUM "'4t
ALLOWABLE SLOPE IS 2:1 IH ORIZONTAUVERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES
�-
7. TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER. OF 3:1 OR BETTER ARE T BE ACHIEVED.
8. ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER 5. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION T\\�
SHALL PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING OR THE DIRECTORS DESIGNEE, IT IS DEEMED _
CONDUITS. NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
�
9' LDCATEOWDIRECTLBEUNDER ANT WINDOWS IIF PROVIDER, GAS METERS SHALL NOT BE 6' ALL
DEVTRAFFIC CONTROL SIGNS CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL t .
10. CONTRACTOR ION. COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. ^� `
11. ANY ADDITIONAL CUT/FELL SHALL BE STOCKPILED ON SITE, CONTACT OWNER/ARCHITECT/ 8' FOR ETHE XCAVATION UCTION INDUST UNDERGROUND
E INSTTAAL INSTALLATION MUST COMPLY WITH OSHA STANDARDS
ENGINEER FOR BEST LOCATION.
12. WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY. 9, THE
THE VCONSTRUCTION HEAVYEQUIPMENTS
ED NO TREE STOP
OVAOF ALL GRADING MATERIALS
LLL OUTSIDE
OCCUR THE LIMITS
IN
THE 75' SETBACK ADJACENT TO THE ROUTE 250 EAST.
General Construction Notes For Streets
(THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES)
1, CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE
1296-,58321 48T HOURS IN CONTRACTOR
ROFUTHE START OF CONSTRUCTION F COMMUNITY DEVELOPMENT
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE
CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE 131 COPIES OF
THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CSR OF O OR
ENGINEER IANDOSUBMITTED OBTAINABLE CBR
THE TEST PRESULTS FOR (APPROVALBE . MADE BY THE DESIGN
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY
OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL
EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROYIMATF FYArT I PMr_Tu I nrnnna ..v, .e��...�e,,. r< <.
5. WHERE URBAN CROSS SECTIONSFAR INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL
CONFORM TO VDOT CG -9(A, B OR CI.
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL
CCCONFORM TO VDOT STANDARD PE -1. E
7. SHOWNAONETHEITTYPICAL4 PAVEMENT PAVEMENT WIDTH
SMALL at WIDTH ICTLDY DALI tHEDCTO NS, AS
8. ROAD PLAN
APPROVAL FOR SUBDIVISIONS V SIONS IS SUBJECT T
JEC O FINAL SUBDIVISION BDIYISION PLAT VALIDATION.
LDA ON
SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN
APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
PROPERTY NUMBERINGN ORDINANCE AND MANUALALBEMARLE COUNTY ROAD NAMING AND
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE
DEVELOPER WHEN IN THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE, THEY ARE DEEMED
NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR
AS DETERMINED BY VDOT FOR PUBLIC ROADS, D
I 12. MAOTERIALA ATTAALLL CUT AND FILL TRANSITTIIONS AND GRADE BE INSTALLED
AS NSHOWN ON THEA ROAD
PROFILES.
I y
I 1 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE
\ 1
DEEMED IN ACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE
\ L CONDUCTED
E CO ACCORDANCE
CCORDANUNTY C WITHTOR ESENTS VIDEO CAMERA INSPECTION PROCEDURE AND WITH
General Construction Notes For Stormwater
Management Plans
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND
2% OF OPTIMUM MOISTURE CONTENT, ALL FILL MATERIAL TO BE APPROVED BY A
I
GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING
I CONSTRUCTION OF DAMS.
1 j 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT
J FACILITIES.
/ 3. F R TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO
PERMA
NEN7 STHE SITE IS MANAGEMENT FACILITIES CONVERSION IS NOT ED TAKE
\ / PLACE UtfR THE SITE IS STABILIZED AND PERMISSION HAS BEEN OBTAINED FROM THE
4\ j
COUNTY EROSION CONTROL INSPECTOR.
ti4v 9uT�s3 \ LOT L
/ / \ ROYAL ACRES
y\t v'
1 /
L7/
T.M.79AIACII-41
W.A.O.LAND TRUST
D 8.1457-7 5 PLAT
2 MSANKMENT
r
//
1 1
1
+ ? I 1
I
TP 1 \ 1 II \ 1 \\\ \\
I i v
t I I A V 1
I I I I I \ 1
I \
I I I I I\ I 1 \ \ \
I I 1 1
154n3„ 1 1\ i
1 1 \ \ \
y ---OUTLtT
-{ PROTECTION I, \ \\ 1 I \ \ \ \
1\ 2'\EMBANKMENT \\ \\ II 1 \\\ \\\ \
ORMWAR \ \ \ \ \ \ \\ ( 1\ \ \ \
ASEMEN \ \ \ \\ \ \\ \\ 1\ 1\ \ \ \\ \
\L
flOYAL ACRES
t I I 11 \ \ 1 \ \
Scale 1":30' Contour Interval:2' \\ \\ \ \
7'.=
0 30 60 120 \ \ \\ \
MCKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
Y. 434979-7522
IE 434977-1194
wwvv.mckeecorson.com
McKee Corson and Reid SportConcepts, Ltd.
resavattletwrrvrlonlaa oopYsiphfand other
property rights Its these dram,110. All Ideas,
designs, sections, catch. and plans are the
property of McKee Carson and Field Spon
Concepts. Ltd. These plans are not to be
reproduced, changed. or copied in any
on or manner whatsoever, nor are they
to be assigned to any third party without
ikst obtotning the express permission and
consent of either McKee Carson or Field
Spat Concepts, Ltd.
ALTH Op Y
ROBERT MCKEE9
�0 4 70����
I
G
O E�
AL
a
V :0: w
�t
IIP"iieeei"111 a
V U
V)
�
PTI4
P,
VARIABLE WIDTHR/�W
CLEAN OUT D-B.42d
Scale:
5 00 FT
Date:
12/28/2007: COUNTY CONS
Project No.:
10.
CO HWyj>.B.IV-70 d 711
(STANCEO
D�
2/04/200& ARB COMMENTS
/-
4/11/2008: ARE COM WT8
yTN
StGNT
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ANCI
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APPROXIMATE PROTECTION -I -I 378.00 \ \ \ \
L. LOCATION TANDARD VDOI'`\
V OUT \ END SECTION \ \ \ \
0\ ES -1 \ \ \
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STANDAFID VDOT
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SCHEDURL'EO-1e' \ _ A "i. - B _ 1 \R \I
FEAT D PIPE s17 \ - I
-
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ROOF DRAIN 4" PVC
(TYP.1 DUMPSTER ON
FUTURE CONCRETE PAD t
-_SSETOAPMNDARTAENR/ _ PIIICNIC
fSEMENT_ ER 3 AVWIOW
BIOl_ RBTENTIOCO BFEE
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8
4" PVC ROOFDRAIN
(TYP. OF 4)
-7` / / / J / i ,'� / / // H/CKORY �'-'6" YARD INLET-- 1,,. ONC.m
ITVP.dOF 91 \' MPd
OAK -'l o/ 6" PVC ROOFDRAIN
\\�� \ 1 I I / 1 1 I ( I I / J 7 / ! �' /' �� � i ) F 69 �.- -k ��'� rg .• '1: .'� //
��� \�\ I J ' � I I I / ! �' / �� / i Ir-. FIRST - _.� t I �, >•~ / `/ /
CHRISTIAN
1 I I I / / J , / , ,- CHCH Lr „. ..95.3
�' (BY OTURHERS) /
FFE 395.50 / g•.-- I / /
I \\-/ ,
/ / J ! / / / !'/ / \ Oq 4' C.I.P.
CONCRETE
� �' ' sp ! I l / / / ! ! � � /Sr'yip </ FO �•� WALL I � / ,' �/ � .: ! A
\� / WISO
I -_ /FIBEPR---pQPTIC 1 I7q• i I ! 1 // li I \ �,\- I ° 5T'r _ / /
�`\ _ 9' I 1 \ \' / / �,, // rr e:yT ,y" >kl,-,•,s.`" „rn•.: / I a ;
`,FIBER -0 TICPOST I 1 tl 1 ,�' \\ -I ; .. .r...,t - ..
-32v 4,9
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WALL
TP
Grading and Utility Notes
ACCESSWAY
7, ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION ___�' \ -- B10FILTER `'-
LIMITS INDICATED ON THE Ed5 PLAN. \ '� - '/\ (NTT%OGADEXCEED S
2. SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS General Cons truction Notes �,, \`\ �� -' _,' _ \\
TO STABILIZE AND CONTROL SOIL EROSION, ASPHALT AND OTHER IMPERVIOUS MATERIALS
FOR SWALES OR CHANNELS WILL NOT RE PERMITTED. \ - � �� ��� ,�
L PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING RIGHT-OF-WAY, INCLUDING CONNECTION TO
3, INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS. ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM VIRGINIA DEPARTMENT OF
TRANSPORTATION NDOT. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE�'-
q, CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS, REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENT
ELECTRIC). OF THE PERMIT SHALL GOVERN.
5 ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS
2. ALL PAVING DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM, -
ALLOWED BY SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH
BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER
TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
PRIOR TO INSTALLATION. 3. EROSION AND SILTATION CONTRpL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH
6. ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,
GRADING OR OTHER CONSTRUCTION.
ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS/CODING
ARE NOT PAINTED. 4. ALL SLOPES AND DISTURB ED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED. THE MAXIMUM "'4t
ALLOWABLE SLOPE IS 2:1 IH ORIZONTAUVERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES
�-
7. TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER. OF 3:1 OR BETTER ARE T BE ACHIEVED.
8. ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER 5. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION T\\�
SHALL PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING OR THE DIRECTORS DESIGNEE, IT IS DEEMED _
CONDUITS. NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
�
9' LDCATEOWDIRECTLBEUNDER ANT WINDOWS IIF PROVIDER, GAS METERS SHALL NOT BE 6' ALL
DEVTRAFFIC CONTROL SIGNS CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL t .
10. CONTRACTOR ION. COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. ^� `
11. ANY ADDITIONAL CUT/FELL SHALL BE STOCKPILED ON SITE, CONTACT OWNER/ARCHITECT/ 8' FOR ETHE XCAVATION UCTION INDUST UNDERGROUND
E INSTTAAL INSTALLATION MUST COMPLY WITH OSHA STANDARDS
ENGINEER FOR BEST LOCATION.
12. WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY. 9, THE
THE VCONSTRUCTION HEAVYEQUIPMENTS
ED NO TREE STOP
OVAOF ALL GRADING MATERIALS
LLL OUTSIDE
OCCUR THE LIMITS
IN
THE 75' SETBACK ADJACENT TO THE ROUTE 250 EAST.
General Construction Notes For Streets
(THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES)
1, CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE
1296-,58321 48T HOURS IN CONTRACTOR
ROFUTHE START OF CONSTRUCTION F COMMUNITY DEVELOPMENT
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE
CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE 131 COPIES OF
THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CSR OF O OR
ENGINEER IANDOSUBMITTED OBTAINABLE CBR
THE TEST PRESULTS FOR (APPROVALBE . MADE BY THE DESIGN
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY
OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL
EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROYIMATF FYArT I PMr_Tu I nrnnna ..v, .e��...�e,,. r< <.
5. WHERE URBAN CROSS SECTIONSFAR INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL
CONFORM TO VDOT CG -9(A, B OR CI.
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL
CCCONFORM TO VDOT STANDARD PE -1. E
7. SHOWNAONETHEITTYPICAL4 PAVEMENT PAVEMENT WIDTH
SMALL at WIDTH ICTLDY DALI tHEDCTO NS, AS
8. ROAD PLAN
APPROVAL FOR SUBDIVISIONS V SIONS IS SUBJECT T
JEC O FINAL SUBDIVISION BDIYISION PLAT VALIDATION.
LDA ON
SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN
APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
PROPERTY NUMBERINGN ORDINANCE AND MANUALALBEMARLE COUNTY ROAD NAMING AND
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE
DEVELOPER WHEN IN THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE, THEY ARE DEEMED
NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR
AS DETERMINED BY VDOT FOR PUBLIC ROADS, D
I 12. MAOTERIALA ATTAALLL CUT AND FILL TRANSITTIIONS AND GRADE BE INSTALLED
AS NSHOWN ON THEA ROAD
PROFILES.
I y
I 1 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE
\ 1
DEEMED IN ACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE
\ L CONDUCTED
E CO ACCORDANCE
CCORDANUNTY C WITHTOR ESENTS VIDEO CAMERA INSPECTION PROCEDURE AND WITH
General Construction Notes For Stormwater
Management Plans
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND
2% OF OPTIMUM MOISTURE CONTENT, ALL FILL MATERIAL TO BE APPROVED BY A
I
GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING
I CONSTRUCTION OF DAMS.
1 j 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT
J FACILITIES.
/ 3. F R TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO
PERMA
NEN7 STHE SITE IS MANAGEMENT FACILITIES CONVERSION IS NOT ED TAKE
\ / PLACE UtfR THE SITE IS STABILIZED AND PERMISSION HAS BEEN OBTAINED FROM THE
4\ j
COUNTY EROSION CONTROL INSPECTOR.
ti4v 9uT�s3 \ LOT L
/ / \ ROYAL ACRES
y\t v'
1 /
L7/
T.M.79AIACII-41
W.A.O.LAND TRUST
D 8.1457-7 5 PLAT
2 MSANKMENT
r
//
1 1
1
+ ? I 1
I
TP 1 \ 1 II \ 1 \\\ \\
I i v
t I I A V 1
I I I I I \ 1
I \
I I I I I\ I 1 \ \ \
I I 1 1
154n3„ 1 1\ i
1 1 \ \ \
y ---OUTLtT
-{ PROTECTION I, \ \\ 1 I \ \ \ \
1\ 2'\EMBANKMENT \\ \\ II 1 \\\ \\\ \
ORMWAR \ \ \ \ \ \ \\ ( 1\ \ \ \
ASEMEN \ \ \ \\ \ \\ \\ 1\ 1\ \ \ \\ \
\L
flOYAL ACRES
t I I 11 \ \ 1 \ \
Scale 1":30' Contour Interval:2' \\ \\ \ \
7'.=
0 30 60 120 \ \ \\ \
MCKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
Y. 434979-7522
IE 434977-1194
wwvv.mckeecorson.com
McKee Corson and Reid SportConcepts, Ltd.
resavattletwrrvrlonlaa oopYsiphfand other
property rights Its these dram,110. All Ideas,
designs, sections, catch. and plans are the
property of McKee Carson and Field Spon
Concepts. Ltd. These plans are not to be
reproduced, changed. or copied in any
on or manner whatsoever, nor are they
to be assigned to any third party without
ikst obtotning the express permission and
consent of either McKee Carson or Field
Spat Concepts, Ltd.
ALTH Op Y
ROBERT MCKEE9
�0 4 70����
I
G
O E�
AL
a
V :0: w
�t
IIP"iieeei"111 a
V U
V)
�
PTI4
P,
Sheet No.:
I S�3
04 of 19
Revisions:
Scale:
11/13/2007: COUNTY COMIMmNTS
Date:
12/28/2007: COUNTY CONS
Project No.:
1/14/2008: COUNTY CON84E NIS
Designed:
2/04/200& ARB COMMENTS
Checked:
4/11/2008: ARE COM WT8
5/12/2008: ARE COMMENTS
Sheet No.:
I S�3
04 of 19
Scale:
I^=iw
Date:
10/12/07
Project No.:
0618
Designed:
BKI
Checked:
IRM, R13M
Sheet No.:
I S�3
04 of 19
Construction Note
i - \ THE MOVEMENT OF HEAVY EQUIPMENTS AND STORAGE OF ALL MATERIALS OUTSIDE THE LIMITS
\ \\\\ \\
THE75' CONSTRUCTION
TTHITBO TDHENROUTEE250 EAST OR GRADING WILL OCCUR WITHIN
TREE PROTECTION FENCE (REFER TO EROSION AND SEDIMENT CONTROL DETAIL PLAN SHEETI8
FOR THE TRE POTECTION FENCE DETAIL). CONTRACTOR TO INSTALL TREE PROTECTION FENCE
ALONG THE PEOPOSED TREE LINE.
O 2541 E \�\ \\ VARIABLE WIDTH R/W
_ \ \ E OF 50D F 1 C'nnservatinn Plan Checklist
ID.8.52gly-7'0 426-150 & DIST AHC i
SET\ IR S �\ ��r�\ ^� - HWY.P.B.IV-70 & 7tl
S - - 11TH SIGHT (HANDBOOK, PP III -284-171-297 FOR COMPLETE SPECIFICATIONS(
1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN:
T.M.79-2 A ("Pct TIO \ �`\ __°______-----Y'tT./3"`I-- P1GHT---__--- TREES TO BE SAVED;
-_ ____ __ LIMITS OF CLEARING (OUTSIDE DRIP LINE OF TREES TO BE SAVED(:
0.1 ACRE' --_______ _ _ __LOCATIONS AND TYPE OF PROTECTIVE FENCING;
GRA
ES
IRING TREE
LLS OR
/ - - i PROPOSEDATRENCH TRENCHING TUNNELINGEBEYOND VTHE LIMITS OF CLEARING.
\ S87°26'S3fW 223.60 I ISN _ -- -- -� _ -��-------- - -' PRINT OR RIBBON AT A HEIGHT
O
liAAfSR
_ y__ __-
___-__.> ---------- ------"-'------'-'--"'-'-'-�l 1 KE'SVNBK-'8OAt1'^''''""� 1 ____-------____ _ L MARKING N AND APPROVED
� < MARKINGS:
c
I STA c.�. - UNTIL THE TREE MA NG HAS BEEN INSPECTED
I `\ LEFT SIGHT DISTANCE T (ANGLE WITH SIGHT DI CE OR 500 FT \ - -_--_- - T .
\ \ ______ _ ,-.:e. ,H..: .. ,*. ,..` .r^ .,,5,., - 'L'ONVU'DRHET� _ - ��` 3. PRE -CONSTRUCTION CONFERENCE:
OPERATORS.
_
\ - - _ "--- RES SHALL BE REVIEWED WITH THE
_ _ rvw�-vvv,-.��,-�,-ww°-w. ��� .+; �1 '". ' ,^� � - P PROTECTION MEASURES 390 Oy SE
____ ti
_,` •^n -.9w -s^ �wrmv rr-+r,vw-.�w'/''w'NtY�'F a OL
�c
s:
_ � __, -. .. rr. �r `� 03°44' 7" e 2959"E t -7• \��� O E CONTRACTOR SITE.
4 EQUIPMENT OPERATION AND STORAGE
2 -AQ -
���,�_ HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS
\ _ -p��,__ �� _ INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED.
5. SOIL EROSION AND STORMWATER DETENTION DEVICES:
Q\\ �\ SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED.
1 \ \ CONCRETE _ s -'`T` ., `. O"v 6. FIRES:
_ yypp�� 'F
X \ _ _ FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED.
_— MONUMFq�_ 7. TOXIC MATERIALS:
I i I 1.---__- - p _ - vq `�� �. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES
5 PO Q-_ �\ TO SE SAVED.
T5' SE7BAQK —���r� ��\ 8. PROTECTIVE FENCING:
_ TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY
SHALL BE PROTECTED BY FENCING. FENCING SHALL BE INSPECTED AND APPROVED BY A
- ---j - -�\ \\ `\ \ COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION.
r 1 I 75'SETBA K -_____- -' \ \`� \
Y �__---�— \ 7 \ \ 9. TREE WELLS:
- \ \ WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE
( -- i/ // 1 `�'" \ �� �� \ SAVED, A TREE WELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED
FOR APPROVAL.
\\- /i \ ��� •
APPROXIMATE�� _w' \\ �\ �� \ \ \\ 10 TREE WALLS:
WHENTHE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE OF A TREE TO BE
\ / / { •� WELL LOCATION \ \ \ \
SAVED, A TREE WALL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR
APPROVAL.
�c
i
A TRENCHING AND TUNNELING:
WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE DONE AS
FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE
// I \ •� SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY
I -, _� /'���r 5 - 1 PO 1 Nd1\ 1 NS \ \q \ TRENCHING WILL DESTROY FEEDER ROOTS.
10�-r�J - �-', / 1 \I \N N�\\ �\ 12. CLEANUP:
�� -• I / —�'�' / P��'�/ T r- -= 1 a \ \ PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP.
\' \ 13. DAMAGED TREES:
s -,a. I O I DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER
tc'A\ca----V_7_,FE `\\ + r A k' '{ �'.. - - '' /1 \� �� METHODS RECOMMENDED BY A TREE SPECIALIST.
ROOF DRAIN d" PVC i
✓ - //// �! / �� // i' .-' - -±2 CS, / CA -\ '/ 'Z - - (TYP'1 \ NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON
�� TREE CONSERVATION REQUIREMENTS.
10 t�5- - 11.8 - _" - _ I `,.tc 4 ... _ PICNIC \ 2 PS
1 CF _ - - _ PAVILLI�ON\ / `00 SF PV SEED
IBY'OTHERS)
70 J
TOSS ---"2
- - -__
d00 SF PV�EEA 2 PO _ / OWNER'S SIGNATURE (DATE)
0 / l /// / /'i' //ice i' i' _
��/ / �� /� _ i' T.M.79-14A jPDRTIDNI (\ \ i
95 / /I�' �' 13.87 ACRES - ___--' _
-�`�s41-62 ACRE37-0TAL) - - - \I
--_ CONiF 4CT PURCHASER'S SIGNATURE (DATE)
IQP Note
/
----- THE MOVEMENT OF HEAVY EQUIPMENTS AND STORAGE OF ALL MATERIALS OUTSIDE THE LIMITS -'4 - _-:.; • / 6 CS OF THE CONSTRUCnory PROHIBITED. NO TREE REMOVAL OR GRADING WILL OCCUR WITHIN
1 FP ^s ' c r HE 75 SETBACK ADJACENT TO THE ROUTE 250 EAST.
9 RG `."s.;. • ° fix3° • : �\
'1 C7 a 2 OP \ • 425 Ss 425 PV,
hCa e i id00 SF PV SEED ��%/ '% / // � /r // /� �' y/ // / / � � // /v � � � � ____ - '�ss1'r•,-�. �` �,s T957 s4�
06
;493 sf
1 PO
/ / / / i / i r2 • k,, - n '.'j.-^;. h ! / / T.M.79A7-1(01-41
(:A r / �/ D.B10457-ND TRUST
D.B.280-335 PLAT
IRbNl\ \\\.` \\ 1' / \� // // % / WOH^/7KJ
_ SET _-
`\ ` \_ ```•I \I I i - / - - _ \\ I ! I I I / 7\`// / -Y % / ^ FIRS(
CHRISTIAN / n \, .,•i "/ / / /' / ri / /
�`�� CHURCH
BY OTHFRS) J/ r �i " 'x^' r. \/ / / / -_---
Plant List// /�J / - •g"` .A s. x t II i 2 PO IA
e..,..,,,..., N.,n. !]uantity Calinwr Rrxe Raaf Canaov Total Canwv Comments
_
TR
Scale:
1" as NY
Groundcover
10/12/07
per tres,
0618
Desi7;ed:
!4
AA
AR
Amalanchier arbores 'Autumn Brilliance'
Acer rubrum 'October Glory'
Autumn Brilliance Serviceberry
October Glory Red Ma is
2
3
111
2.5'
B&B
BBB
i2o
177
260
531
U
TOTAL SITE AREA DISTURBED
CC
Corals canadensis
Eastern RedD d
4
-7'
BBB
124
406
TREE CANOPY PROVIDED
1.22 AC 52,975 SF
CF
Cornus florida 'Cherokee Prin ess'
Flowerma Do wood
GENERAL LANDSCAPE CALCULATIONS
-7'
BBB
124
111
11
Biofilter Grasses
FP
Fr xlnus enns Ivanlca 'P more'
Green Ash
9
2.6"
BBB
672
6048
V J
10
Ilex apace
American Holl
NOTES
BBB
76
152
Values for the Area of Canopy provided were taken from the Albemarle Tree
Canopy Calculation Chart
JV
ni erus vir Iniana
Eastern Red Ceder
7
-
dB
22
154
MG
Magnolia grancifflorts 'Bracken's Brown Beauty'
Southern Magnolia
2
_ 8-10'
B&B
102
$06
MV
Magnolia vir Inlana
Sweetbay Ma nolle
2
BBB
74
14
NS
Nvsaa s Ivatica
Black In
4
.5'
B&B
1123
4 2
PO
Platanus occidentall
Sveamms
19
2.6'
BSB
1362
25876
PS
Pinus strobus
White Pine
4
B&B
TIS
472
C
Quarous coccines
Scarlet Oak
2
1.5--l.75-
BSB
370
740
P
Querous phellos
Willow Oak
13
2.5'
BBB
370
4810
H
CA
lethra alnifolia 'Sixteen nes'
umm r w t lethra
1
1.
1
6
3'
CS
Cornus sericats
Red Twin Do wootl
24
3 gal.
72
1
O.C.
FG
Fother ills oardenit 'Mt. Airy'
Dwarf Foth r Ilia
2
I.
78
4'
O.C.
HI
Ha emelis x Intermedia 'Arnold's Promise'
Arnold's Promise Witchazal
8
B&B
441
2646
IG
Ilex glabre 'NI ra'
Niars In b ry Holly
63
3 gal,
23
1518
IV
ties vir inica 'Henr 's Garnet'
Henry's Garnet Sweetsolre
38
13 aal.
4::3
072D.C.
B
Lindero benzoin
Icebu h
14
I.
2322
31
O.C.
MP
Myrion oannsylvanica
Northern Bayberry
43
7 get.
BBB
is
1 810O.C.
RG
Rh doden ron 'Pink Gum o'
Pink Gumors Azalea
12
3 old,
B&B
13
234
5'
O.C.
YR
Viburnum rhytidophylium
Leather) of Viburnum
5
7 gal.
64
512
5'
O.C.
GRASSES:
PLUG
3'
JE
Juncus eflusus
Soft Ruh
1030
PLUG
5'
O.C.
PV
Pan um vir atm 'Heavy Metal'
Heavy Metal Switchorass
1030
SEED
Panlcum vir atum 'Heavy Metal'
Hegvy Metal Switch rasa
3725 at
PLUG
18° O.C.
SS
ehizach rl m sco arlum
Little Blues em
1030
18"
D.C.
GROUNDGROUNDCOVER
PUG
Llrio a muscari 'Bid Blue'
Turf
212
PLUG1
'
Rhus aromatics'Gro-Law'
�FugntMS,
D
T
a dot rmined
FM
F ue Miz
Ann al color
I
Additional Notes
Contractor to verify quantities and report any discrepancies to the Landscape Architect
All plant substitutions shall be approved by Landscape Architect prior to installation.
Landscape Calculations
Scale:
1" as NY
Groundcover
10/12/07
Legend
0618
Desi7;ed:
!4
Checked:
JHMI; RBM
TREE CANOPY CALCULATION
Liriope muscari 'Big Blue'
U
TOTAL SITE AREA DISTURBED
3.70 AC 161,172 SF
7
TREE CANOPY REQUIRED 110%.1
0.370 AC 16,117 SF
TREE CANOPY PROVIDED
1.22 AC 52,975 SF
Rhus aromatics 'Gro -Low'
( �
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GENERAL LANDSCAPE CALCULATIONS
PARKING LOT TREES REQUIRED (103/10)
11
Biofilter Grasses
PARKING LOT TREES PROVIDED
13
INTERIOR LANDSCAPING REQUIRED
2,326 SF
V J
INTERIOR LANDSCAPING PROVIDED
14,817 SF
NOTES
Values for the Area of Canopy provided were taken from the Albemarle Tree
Canopy Calculation Chart
or, In the abence of tree -specific data, the best professional judgement of a
landscape architect working
In cooperation with Dan Mahon of the Albemarle County Planning Department.
Screening trees are adequately addressed by plantings proposed in response
to proffers and ARB requests.
\'\/ O/STG �S N�O //// / ,/� • •• r�:... ;.. // p ,x-,.T�V`.kr x ��° �'"-� tf' s`. I rl t:,i ,`•,I II i I I I 111 II I/�'\\\\\\\\
P25 �.IE 425
pp 1 \ \ \
q70 SSF APV 1S'ED; 1 \r 11 �� \♦
V a+
I FCIUND \ V A
� a
\\ /T �,� `�-�r // '�`` wilt ro7f X wp� j #4 a;'. • / I I I \I I
\�\ 1� l// T T T's1 rra's'�' , • I ,':'I I A T B I
18 CS
------ 2 DO
�� / >G 'J/ ,x I e•r nr,sz `A-. taixs / I� 1 j I 1\ I 1 \ \\
F
3 J
I AR
\
\ \
.j70YAl ACRES
92g.
�Ch,dp,,I�
ER-OPT/C I I \ \ \
Tic I j Scale 1'=30' Contour Intervak2' \ \\ \\\ \\ \\\
X03 \ I \ 1 \ser77.
\\ �\
0 30 50 120 1 \ \ \ \
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434979-7522
I: 43,6-977-1194
www.mckeecarson.corn
McKee Corson and Red Sport Concepts, Ltd.
reserve ## common law copYr4htcnd other
Property rights in these drawings. AN Ideas,
designs, settlors, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever. nor ore they
to be oiiighed to any third party without
Not obtaining the express permission and
consent of either McKee Canon or Field
Sport Concepts, Ltd.
O�a�pLTH 0 LI
WIWAMA RKS F
A CERTTFKATE No. W
�j
040em1355 ti
�Fd CI a(o$ 1+
�gNDSC AYF'
Revisions:
11/13/2007: COUNTY COMMENTS
12/28/2007: COUNTY COM EUIM
1/14/2008: COUNTY COMMQNTS
2/04/2008: ARB COMMENTS
4/11/2008: ARB COMMENTS
5/12/2008: ARB COMMENTS
Scale:
1" as NY
Date:
10/12/07
Project No.:
0618
Desi7;ed:
!4
Checked:
JHMI; RBM
U
�
z
7
Fr�r•r�•�t.
( �
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V
�
V J
w
Revisions:
11/13/2007: COUNTY COMMENTS
12/28/2007: COUNTY COM EUIM
1/14/2008: COUNTY COMMQNTS
2/04/2008: ARB COMMENTS
4/11/2008: ARB COMMENTS
5/12/2008: ARB COMMENTS
Scale:
1" as NY
Date:
10/12/07
Project No.:
0618
Desi7;ed:
mt, WS
Checked:
JHMI; RBM
Sheet No.:
I
�I
II
S-4
05 o!19
/ \\ \ \ \
- // \ \ \
11 s \\ \\
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-� \\
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- _ --`- _ / r - / 4-
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I \ LEFT SIGHT DISTANCE T (ANGLE WITH SIGHT
� I
E OR 500 FT
----
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_ -- __� = f----------- ------- - �-
/
P-
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VARIABLE WIDTH R/W 500 FT
ID.6.523-474,D.B.426-150 & TAIVCI< OF
HWY.P.B.IV-70 & 711 STN SIC,HT DIS _, >
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//
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- - - -
_ L
Luminaire
Schedule
Units
Fc
Q�F-
_ \
- -I
- __
17.5
'0.3 `17:2- �.4- _ _
O� tv
- Ok U
Symbol
Qty
Label
Arrangement
Lumens
LLF
Description
Colour/Finish
6
si
SINGLE
19800
1,000
Emco E A-181-3H-250Mh mounted at 20'
BLP
V
3
s2
BACK -BACK
19800
1.000
Emco E -182-OH-25OMH mounted at 20'
BLP
O
2
s3
SINGLE
3900
1. 000
Gardco R820-50MH
BLP
-
10
sb
SINGLE
11700
1.000
Gardco 102-WT-175MH
I BLP
------ -- - _ -` �,'�
17.1 90.1 10.1 U.1 - CS, , - - -- -
fl
�" 185029'59"E 1 3.17 � .� �
ii 1-I 1 -V.1 1 \\ � NOTE: COLOR & FINISH FOR ALL FIXURES MUST BE BLP (SEE SHEET S-6 FINISH SCHEDULE)
\. ��_ �I
J' / ' / l \ \ I - -- _ ! ' 11 �.5 , . � `0.8 1J.6 '0.4 90.3 2 1 \ Q
/ '� /-- - - - - -- / , � _ 1 >a.i �.4 O.$ fit, 8 5-�.4 / 11
\ \rl
\ _ - - - _ �v ' - /' / / \ // // / / i �Q�� tr - - _ b.0._Ai �.3 �;44'z, b.6 �.7 .6 U.4 b.2 / TP i I m `�' \\
' 1� - _ - ' \ _ / ! / / / c,�\\J - - - 90 t ---1 h 1.1 1.0 ..T ''0?l '0.2 / / \ 7
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-. i / r - 1►�}C
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r� / / / - _ 4 17.5
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/ / _ -_ -- r _ ...- _ '0.� �.2 .1 /
11
11
.11
11
' - - 4 r 1.7 '0.6- -�{4 U.5 .0 2.0 2.3 2.7 2.4 2.2 1.6 b.7 'i 10.1 .1 U.1 1
-- / / - / / / ' / , ! / _ - -- - _ 17.7 1.4 2.6 5. ,T� �7" .9 ' T b`- .1_ �. 1.1 1.8 '4� 8 '4 -- r-
/ / / / iplir`-z-
- / / / ! -- ! -
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------------ '/ �-1 .i'/ / / I/ // ,/ // 11 _i' !' !' .05'65. O !` - ri fi.. r. `` / fi5'• ---- ���
11 10-.5 b.3 17.2.-
- - j / / / i / - - i• ,F ro ywf.• �' - �. r --a-
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/ / / / 2.4 1.7 .8 U.4 9.2
- - / I / /' /' / �' // /' /' , - ' 380 '55:92. _ ` - - i \
s
- - - -- -- / / / / / / / /' '8565' 4.0 �„, .s 1.4 r 'I a #, �3 > 1 9a5 b.2
1
Numeric Summary
Label Calc I ype
General arking and Building Illuminance
Units
Fc
Q�F-
_ \
- -I
- __
17.5
'0.3 `17:2- �.4- _ _
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-- \
\ \
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Checked: JHM, RBM
z
14
IIIIIIIIIIIIIIII3U
a��
- �� F�
3.9
` -
17.6- U.3
'0.2 _
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V
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\\ � 11
__
1.0
'8--6-. 10.3
17.2
-
11
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- - \ 11 \ \
\ --- -
-\\� \\\
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U.5 U3
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0
75' SETB7\FT`��'� '�.,
�
1
-
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\\
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0 ... 4
P4
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11 \),
11
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1.4
1.1 17,a\U.1
C.7
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1.5
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90.2 \ .1
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\ \ 11
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1-1 1\\
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.6
b. 'O.3
90.2 O \
11,
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4
1J. b.5
17.3 17.2
\
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/ '� /-- - - - - -- / , � _ 1 >a.i �.4 O.$ fit, 8 5-�.4 / 11
\ \rl
\ _ - - - _ �v ' - /' / / \ // // / / i �Q�� tr - - _ b.0._Ai �.3 �;44'z, b.6 �.7 .6 U.4 b.2 / TP i I m `�' \\
' 1� - _ - ' \ _ / ! / / / c,�\\J - - - 90 t ---1 h 1.1 1.0 ..T ''0?l '0.2 / / \ 7
�- - / / `� / / / _ _ _ _ _ rt z f
T - i - _ _ / i-. - _ - i / / / , / / / / 'ice - _ r r r _ - "�,+i �. 'L� s` � " -- ! ! !
-. i / r - 1►�}C
/ / / / / 90.0 90.t - �� `' '+fi ' 1 _ 9 1J.5 10.3 17.2 b.t �2J 1).3 -0 `�4PV'JJ'OIQ /O.0 ,0.0 17.0
r� / / / - _ 4 17.5
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/ / _ -_ -- r _ ...- _ '0.� �.2 .1 /
11
11
.11
11
' - - 4 r 1.7 '0.6- -�{4 U.5 .0 2.0 2.3 2.7 2.4 2.2 1.6 b.7 'i 10.1 .1 U.1 1
-- / / - / / / ' / , ! / _ - -- - _ 17.7 1.4 2.6 5. ,T� �7" .9 ' T b`- .1_ �. 1.1 1.8 '4� 8 '4 -- r-
/ / / / iplir`-z-
- / / / ! -- ! -
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------------ '/ �-1 .i'/ / / I/ // ,/ // 11 _i' !' !' .05'65. O !` - ri fi.. r. `` / fi5'• ---- ���
11 10-.5 b.3 17.2.-
- - j / / / i / - - i• ,F ro ywf.• �' - �. r --a-
/ ' j. - // / / / / / 11 / / / / / - / �' 1-1 '5 5 "9 2. O _ __ - -- - - --- - - 1.0- iT 7` ' '• " 4z \
/ / / / 2.4 1.7 .8 U.4 9.2
- - / I / /' /' / �' // /' /' , - ' 380 '55:92. _ ` - - i \
s
- - - -- -- / / / / / / / /' '8565' 4.0 �„, .s 1.4 r 'I a #, �3 > 1 9a5 b.2
1
Numeric Summary
Label Calc I ype
General arking and Building Illuminance
Units
Fc
Avg
2.09
Max
21.5
Min Avg/Min
0.0 N. A..
Max Min
N.A.
SP -2006.020 -Special Use Permit Conditions
LIGHTING OF THE SITE SHALL BE LIMITED AS FOLLOWS:
A. LIGHT LEVELS AT THE PROPERTY LINES SHALL BE NO GREATER THAN 0.3 FOOT CANDLES;
B. NO FLOOD LIGHTING OF THE BUILDING IS PERMITTED;
�\ C. UTILIZE BOLLARD TYPE LIGHTS IN PLACE OF POLE LIGHTS WHENVER POSSIBLE. USE ONLY FULL
CUTOFF FIXTURES;
D. SITE AND BUILDING ILLUMINATION SHALL BE LIMITED TO THE SATISFCATION OF THE ARB; AND
I E. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHILEDED TO REFLECT LIGHT AWAY FROM
I -� ABUTTING PROPERTIES.
I �
I\ NOTE
\ 1. NO DECORATIVE LIGHTING IS PROPOSED ON SITE.
\ � 2. WALL PACKS TO BE MOUNTED AT HEIGHT OF 11 FEET.
I
� Top FORTHEIPOTEC FENCE
FENCE DETAIL). CONTRACTORTOSEDIMENT
TINSOTALLOTREEE PROTECTIONS FENCE
I ALONG THE PROPOSED TREE LINE.
!! <
I
I
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/ / �-
l.
/,
1/ � _
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_ , i / i % / / / / �� / Glc _ _ _ - - - -- - - - -;, Y '.Y ;_. _ "u `_ S ° / / - - ROYAL ACRES
11 / --� \ LOT 49
z x �_, v
\ \ / / / / ! ! / / / / / / ! / 9J.0 �.0 O.1 1 U.1 b.1 U.1 b.1 3.1 b. i 1 - ~ �� -
\ / / / / 17 �.2 U.3 '0.5 1 0 1 b,7 1J \
\ `\ /// // /// /// /// /� /// I /' // /// // /11 / j/ �' -_ 8 1.;a -/1.b TII-'14 '0. .6 0.9 10.7 U.9 1.9 34 1 �f � 1A - �"# ',1 -� ,, 3 ��- {� 0.3 1 r ' t)'
i !/ \� j' / / / / / , ' / / / / / / /' ! / / /> / / - � '0. 1J.2 1.2 _U. _ "27 ;
/ / / `/ / / / / / / / / / /' /' /' -- ` 9 spy i xr�sa
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(S Y / '
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/ / / / / / / / - ' -p� , � pFl PEND 1g S _ - I • � , l I /
/ I ; \ / / // / / / //11 / �� /I� P�\C�� F �3 8J6 17.3 3.5 1 I \ \' / / \
/ / 10 1 10.3 ! /
--- Y 4 ,,
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I ( / ,� / / / / / / /' - SCONCE �'� 3 a / / \
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I I I \ I I / �!\ / / / , �- 9,(Y 10.3 2.5 9 (TYP) 17 8 ,` 5 U. , �, ;� / \
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I // \ \ � \ I � / / / / / / / // / ,/ // _ _ '�� ` I !I !l ` / / - T.M.79A1-((C))-41
1 I , %/ 1 \ \ \ I / // // / / / / / �j-/ /�1 X0.0 0.3 1.3 2 169 2 '3H 1.0 'fB ° r J i/ I/ / W.A,O.LAND TRUST
I / \ \ / / / / 4 �X.� rt _ # i/ V, D.D.6.1457 735
\� \ / \ / \ / // / / i / �� / - /' �0,0 0.1 U.4 U \\ �= ' ! 3 r �s� l i / / // 8.280-335 PLAT
\\ - \ \ I r --� \ 1 I i I ! / / / / i' �; / /� --j s 11 '1~1 ' / 3 I 11 / // / - \�
11
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\ \ \ \ ` - / - I I I I ) I / / / / r / /' F\ L�sgt, -I= J - CHRISTIAN _ r / / - - - -- -
/ / /
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-- -- - - - - _ - / _ I i I / / Q 10.0 �.2 1.2 /1 n $� ` �� l ! l ` l i1 /
I I / / / / �` / / /\ i // .\ / P \PP �/ t '8.6 �\ 1.2 $/ - , "' � y .3 / ! / / / /� -
/ \-1 - �- I I / / / - / / / / \, o o.i 1.8 0 � � I / / `\\
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McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434979-7522
f: 434-977-1194
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserve their common low copyright and other
property rights in these drawings. Alt ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts, Ltd.
11
Revisions:
11/13/2[107: COUNTY CoMmENTS
12/28/2007: COUNTY COMMENTS
1/14/2008: COUNTY COMIV1ErM
2/04/2008: ARB COMM NTS
4/11/2008. ARB COMMENT1
5/12/2008: ARB COMMENTS
Scale: 1" = 30'
Dane: 10/12/07
x
Project No.: 0618
Designed: HMS WS
U4!:�P4
Checked: JHM, RBM
z
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Revisions:
11/13/2[107: COUNTY CoMmENTS
12/28/2007: COUNTY COMMENTS
1/14/2008: COUNTY COMIV1ErM
2/04/2008: ARB COMM NTS
4/11/2008. ARB COMMENT1
5/12/2008: ARB COMMENTS
I Sheet No.,
S-5
06of 19
Scale: 1" = 30'
Dane: 10/12/07
Project No.: 0618
Designed: HMS WS
Checked: JHM, RBM
I Sheet No.,
S-5
06of 19
PLANTING SOIL MIX:
1. THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX.
MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. REFER TO SPECIFICATION
SECTION 02923, OR BELOW, FOR TOPSOIL REQUIREMENTS.
2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, EVERGREENS, SHRUBS
AND GROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED
ON THE DRAWINGS,
60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE
STOCKPILE OR APPROVED IMPORT PRODUCT)
40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS)
2 PARTS HUMUS AND/OR PEAT
1 PART STERILIZED COMPOSTED COW MANURE
1 PART SHREDDED PINE BARK (OR EQUAL)
COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT
LIME AS RECOMMENDED IN SOIL REPORT
SITE PREPARATION:
1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING
ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION,
CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES 1 -INCH CALIPER
OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT SPECIMENTS OR GROUPINGS
SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION.
SEASONAL COLOR BULB AND PERENNIAL PLANTING SEQUENCE:
1. EXCAVATE BED TO A DEPTH OF 4INCHES. BREAK THROUGH "HARDPAN" AND REMOVE ALL
STONE. ROOTS, DEBRIS, ETC. ROTOTILL BOTTOM OF EXCAVATED BED AN ADDITIONAL
6.8 INCHES IN DEPTH.
2. SLOPE BASE OF BED TOWARD PERIMETER.
3. PREPARE PLANTING SOIL MIX CONSISTING OF TOPSOIL AND THE FOLLOWING SOIL
AMENDMENTS BY VOLUME.
40% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE
STOCKPILE OR APPROVED IMPORT PRODUCT)
25% HUMUS
15% MULCH (FINGERNAIL SIZED CHIPS -1/4 -INCH MAX.)
10% "NATURE'S HELPER" (BULB CONDITIONER ADMIXTURE)
05% STERILIZED COMPOSTED COW MANURE
05% SAND (ANGULAR BUILDERS SAND)
APPLY LIME AT A RATE OF 5 LBS. PER 50 SQ. FEET
(ADJUST FOR ACIDIC SOILS) OR AS RECOMMENDED
IN SOILS REPORT
AC ADD 6 INCHES OF PLANTING SOIL TO EXCAVATED BED AND ROTOTILL INTO EXISTING SOIL.
5. PLACE ADDITIONAL PLANTING SOIL MIX TO RAISE CENTERLINE OF ENTIRE BED 6 INCHES
ABOVE FINISHED GRADE FOR SEASONAL COLOR/BULBS AND 4 INCHES FOR PERENNIALS, IF
SEASONAL BED FRONTS A SHRUB OR GROUNDCOVER BED, MATCH THAT BED'S HEIGHT AND
CONTINUE POSITIVE SLOPE TOWARD BED PERIMETER.
6. EVENLY SPREAD FERTILIZER AT A MAXIMUM RATE OF 2.5 LBS. PER 100 SQ. FEET AND RAKE
INTO TOP 3 INCHES OF SOIL. USE SLOW RELEASE PRODUCT, SUCH AS BONEMEAL OR BULB
BOOSTER, ALSO, ADD SMALL AMOUNT OF FERTILIZER INTO BOTTOM OF HOLE. DO NOT USE
ANIMAL MANURES.
7. PLANT SEASONAL COLOR/BULBS AS SPECIFIED BELOW AND AT INDICATED SPACING SHOWN
ON PLANS. AS A GENERAL RULE OF THUMB, SET BULBS 2.5X DEEPER THAN THEIR DIAMETER.
FOR EX. BULB DEPTH
(BELOW FINISHED GRADE)
CROCUS 5"
MUSCARI 5"
TULIPS 8"
HYACINTHS 8"
DAFFODILS 8"
IRIS 8"
S. EDGE BED AND MULCH AS SPECIFIED.
9. WATER THOROUGHLY,
Nates: Jpb.
Type
BOLLARD
BRM820/821 /823 DOME TOP LOUVER
GENERAL OESCRNTf]N Gramta am em Lasso Poach prem Mamas lllvmaEaa supnv skon,, aN sur
gMersomplae.RyNedruAlOM a'aal mWrLa4ra WA Ove air atl 9ahaY9--'ere leal8dValb res,
aceta. TheSRMEDoacob Wle as m"MiaaN.IuoNmbas. SPerr nae ony ur err s m warom
era rll Nwmnd. Me NIA S2311an'Irwra'mduNs a.,a bare aaterH/ Ease Ga.'N BRY920M l=
uu'wv u,, mpro,obxbynimarclNmarde m.'s'2Xbgerra mzderaeww __
,.A.X Xe16Ni WARIpf WLiABE eM1Yr VP1XX15
Pwb,m Wbmtlws� NbmabP+MrvrvmnMmamaanbe XeYrntrrrrerev4"rwnM
BPMID wMoser sum Baa• 0Y a6' ]0' a<
WWI read Orry 11
SRMBaa mem Nmaa Commm Bar, az
BRYRa]B elm 81 Cgrmm Bw 41
BRW9a4 Wm OwRGorcreesBae 42
F up
S6 CUT
NG
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING.
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD
AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER
THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING
4. IMMEDIATELY SOAK PLANT WITH WATER.
5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY
RELATE TO THIS INSTALLATION.
SPECIMEN SHRU
(AS SPECIFIED 0
DRAWING!
REFER TO ROXa lane -L all
DETAIL
RENCH EDGE AROUND
VTIRE AREA TO BE
ULCHED
REFER TO TREE
STAKING DETAIL
TRENCH EDGE AROUND
ENTIRE AREA TO BE
MULCHED
REFER TO ROOTBALL PIT
DETAIL
NOTES:
1, SET TREE PLUMB PRIOR TO STAKING,
ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
Q TREE
T.S. S6 SECTION
PLANTING SOIL MIX:
1. THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX,
MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. REFER TO SPECIFICATION
SECTION 02923, OR BELOW. FOR TOPSOIL REQUIREMENTS.
2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, EVERGREENS, SHRUBS
AND GROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED
ON THE DRAWINGS.
60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE
STOCKPILE OR APPROVED IMPORT PRODUCT)
40% PREPARED ADDITIVES BY VOLUME AS FOLLOWS)
2 PARTS HUMUS AND/OR PEAT
1 PART STERILIZED COMPOSTED COW MANURE
1 PART SHREDDED PINE BARK (OR EQUAL)
COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT
LIME AS RECOMMENDED IN SOIL REPORT
SITE PREPARATION:
1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING
ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUSING OF EXISTING VEGETATION,
CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES 1 -INCH CALIPER
OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT SPECIMENTS OR GROUPINGS
SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION.
AL LANDSCAPE NOTES
PLANTING
BOLLARD
BRM820/821 /823 DOME TOP LOUVER
UPPERNWNNG: OIeml aYxaum Mara 1, sav6lpdxMzbreN I"., and mm u@. Ease, pMak MN park HGrrm arvar 'IaaM
permariikee .blepreeslmssae^, mwnlry .acral m amerce rm lw (2) Russia hame-a b sand
rnhm%n aMa scm,;
LOWER HOUSING am a, pamannvNasW 1pam{ar4v MislMaMn)al
BEY W.. p,aa aam a
b'CA vb.A 1T true ]mmafiw ISE ams I
lvmaebaXvrsagYJol fY]I91]vul
rotors TSeANmpxnamam 1 1
GWlw.mourt"aSn Maaam pa rk ams rnAbanativreralbb's cpv96mNiaaamia WWWaWmY/
aaamWmmbW In rmnW pX name e@euamaymmwsd mb wlpaXa,u,e dal bas um dat,M mora
BRY I
I.wrer MNasamMXbaXaabnhp Navb9 aaab+NTsvebda Lr .el..,e. .A av a.1..Mbre.4 nma mounerp
w.rb.>WaNa4aYMaXs ANaMsI. mumer. we paw w) are x I,. i lM l Am err r 20.E mrs..1 an)
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mb rwabmg. Bavvapld✓/Cb pvahaPaWl luautl dAMw
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apNmaearmalreYYaaaTavaw9lwnb N'iF23C Gmi+'ent"Ir
OPT AL ]YSLOI I- tl spbl b plvk msaamm YaN9 mark ,<m{orRm wly wMn IM lurinpa MX,aay W amore NM.YAM 2btl
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am6ral as- Mktiv blrcraalmika armil ma ynmatt dWUKhae LSW pal lAbrw L6NMG,1EadI
msnaw a®n wllnaa ANM gasMN MN ave emnwkwa"c unudesala .. A. eYdmw buNa be maw pars ram'
enmep aN¢ssanel JlrasaNvs 4ragng. aMY JlNbrxtYbldb aaragPo VFl1R'G. 51rX11WeYenl MYrs
3CLEET:MNdn my P.amN r%rVmaltir¢WROWM✓.wMrW
m
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ass�Mm 1Ab2T. bNMa.SdLtt art
paWem:nma Wm.mWeemdN mmemXap ran ia mams
•NCMORADE: Lammake E NAGN: EYYr Ibnwra re¢w a park d?avm milli
ORMHy NnpWeNePyappAN, armrraMame MwNsipNmaNM1Wn
Bab assmmNy mrs¢Ia as a or Yummm NMm aN.L. mdu4ry
141 mi. CAS arta?Ir,�i m.m IIen•]el rnl�aeaubolsmwXr� I•BLts:urwleabearuL wcuL fwXreawlaace)vwrmbrmceB.
eA., mer
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p"P!: pen .Daae H. aa�r
MOAeq j1
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eaxmnm IBvar,mwm.aarW
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rwerma qm a��^ M' un cw»+w. ."Upau d Iaph tt>n>m
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anrpa� Mln
N.T.S
E
OPTION A: VERTICAL STAKING.
VERTICAL STAKES TO BE
PLACED OUTSIDE LIMITS OF
TREE PIT. 2 STAKES AND GUYS
PER TREE, SET STAKES 180'
AROUND PLANT PIT
3- 2 PLY BLACK RUBBER HOSE;
12" MIN.
OPTION B: DIAGONAL STAKING -
(FOR EVERGREENS ONLY)
1- WOODEN STAKE ATTACHED
TO TREE BY GUY WIRE
ENCASED IN RUBBER HOSE
AND DRIVEN INTO
UNDISTURBED SOIL OUTSIDE
LIMITS OF TREE PIT
OPTION C: GUY WIRE STAKING-
3- 014 GAUGE SOLID WIRES TO
BE PULLED TAUT WITH GALT
TURNBUCKLE. 3- 18" MIN.
LENGTH TREE STAKES SET
BELOW GRADE. STAKES TO BE
SET IN UNDISTURBED SOIL;
3 STAKES AND GUYS PER
TREE. SET STAKES 120'
AROUND PLANT PIT
NOTES:
1. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SITE CONDITIONS
OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR RAISE
CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY.
CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR
2. INCURRED DURING,
PLANTING PROCESS.
T.S.
SOIL MIX
(AS SPECIFIED)
TRENCH EDGE
BEGIN TRENCH BY CUTTING
VERTICALLY AT FACE OF BED.
ENSURE MULCHING SLOPES AWAY
FROM
ADJACENT PAVING/LAWN
FINISHED GRADE/PAVING
(SEE PLANS FOR DETAILS)
Notes: Job:
TyIX'
ECOLUME ECA/ECW ==
- ue. The .Imled - - - --
The EWlume poellsre Is E reaht mor . ei fined p me
PINrmessi eems Roaklmak midthe Mesmve. ilt r'I mom We WasiTIA ng,Eom dglmeml I
s.'a
The Ieory r is dlanrmed mtl the esshame a exhuCetl arumevm. The EcplMte 1poral is
CampetaY seahseaa 9asFeIN,DreenMl9inhuswabam moistre,ineecas Ntl WnmminMls. i
swarm pompau eN vpltaEE
mru•Pm.'.1•merob ivWwm.v�apwmmam�n urea tine WmrM1unvNm+Y+v^v..W O
•EB•14 la'Syara Nm Mamrr tuakl EOWta leatme omma en.Lrnw.vm Sn94 Paer4y
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"'mark,
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but a]'SCwrm WMabra efNm
1�
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r _mgm.Mzerawrmav"Ln ala, m,
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li I4
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uena.0 a"•ry sap
ap Cps ISISHa.M•••ar"
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lap Mx WPSxx rWa n.•namanawrwp. rr
1.101 I.I.H
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raWH
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wn>r. P.M HS MpW NaNSMSMd9WmruuwM W
P BW PeN f Furring PIFs PM L.'sal
V,Iwv Peak U NrPNA.Ve Rudy Nrmm.m"asml PIF Nm}apFkJF'. 'XB'
wlual Yamum FYn1 PCI LLp�iy�PImOYXm PmpffimnNao'ped All AaAaBWLWemaaapNaam
OC OpAM MUPmm Fyl Loa Tme FkttTNRwyae PWLY PgryMmXe]V Lmrr Neap m.nnN
p a4 n'm'� MP B@+yPhb%Nd ps PNNS®db/
scIp Pasln4 Nfmikatad NmFwnFavr,nan
AP uw,aptl,..°r"°'"..I era
AT Ai muss, v3M 1 Wldw-,mm
EMCO „r=�`,,r
smear. s ampIW-mpbrmpr.MmXymm
LIGHTING .paNrmCnam, Wpl,mam>apr.p.m....,,.a,�,.
mks.
G
IME ECA/ECW Llt
SHEET
N T.S.
S.
ECOLUME ECA/ECW
GENERAL DESCRIPTIOEleb EMCG Emlume is a sharp Cubit OPVGAL SYSTEMS: TIA u wake reMtld syskm mwa6 al aro
Ium na re lar la Ur mump, dook,I, seepsml d primpromem, are Mak M Irghh Weeks 'emm lame. p s, memo b remem
-4 p0olasel re pI m etas, aM mvp Ym.., Ieg pl sp[ re pM arro ark. u( ns. The e l Loma I'mus.
s hes
In ear al syslem pr eNdr'r[sI mmpareM' reeu res ur palm" 0I n um hnmenn. The usual
pn.ws shut
mA la Ca rWlel'is
Izrrprg rtyvan ro LNy d Ngig p de 4rrwae loevg, a¢LrNq glexM WruH WMr a niNel palM svew aMY. A lamp ifadlixer d
MiydemoNN WWNdalN.a mm. shMamm3xaNOHadbwWuw.
ELTINCAL Eadrn N]a Nfesl- IM sepratr m'mWlant
xouaxG LM ImMrg mrmpa- .pam aWl«rrWl a.afldrm. ll. ¢ yen prem
Muvrq Lias an Ngral Ipgap rd kN 51' pye.[faabbdgo bg ebFY 19mp4arlv9 Nrrrlb.3+F.iM roXaY
afakppvbeerW Nrlgm A.1.11 III r, 1'I sampar,. mmaMha Ma Commuledr`,a`mkNarrmlibrmduira a Rnue
rm y. syslLm. Eambarbm.mmyxau wry rbc IMUL .. 11 ud
LECs. AmttrN. eao"basetumusid mplam izarl Imummutamum larksme mA spare wryromweeW E% Psumsemo laMmRPeik'ampreaal HO
pNNa[y tlev.leal vd ImNd resdant 4mperea flat pass in a seakN VAC al oNaG Nyw. Pqg tl'rs[pmaeds ale kM b/ lR Id uM al EW
erusiber,A seem,Ipnaaryaammememory rHemire ervWea YAG. i5Aah9M.
sAmm rWM. A rmyarmmiq amp dvA[ Mm 8 bpvGcd wMltl m
11 vE IS' veNUl4rry aM a vg 9.s Wb 5 ar"64 m 23-brtiml FINISH: Ea[Il lummdire receives a Idle aM abrasion rcarsbnl.
lamp wmmdirea. A mrq. 1.1 Ira Ium W.. put pmMx meal Al mom amply aigWE, h mpA,arW ml ser ponder Imbh after
atteasmee Armor hbiake
LABW: As hqua ben M or aA bases sµmal Wel Lm%e
4bdx
Imm... EP•lasu liw pmw..e 4a)0 A
Stage v!
wnp, A.m Mrlm' Orme wereet
weaal
1.1 ere e.> .1m
lr same +a xe !a ora
ell unb S6 ]a 6.8 9w B
1y�A -I
C -E
• 1a', Al Zaire A 14'ap Cay I.
B T ID' C 9' x' ID' 11
l
C C 11' ksm6' A,
nra S I G5'
Y 8
E og.m
C
A
a.
[B T� 1I aenairmam 1i u�v r�imrsnrnM
mar..
jL
93EMCO Xer lMrtlr6aeaL5m LUMmC�
W1xaMm 15.ISm,exaaM apY rugv,w".a>syrtiM.wm
SLIGHTING .�w.�,mb enrpW.amapwwarormor..aaP.a.r......nr•r..ra",wa..,,.a melemw
N.T.S.
DISTANCE FROM
FRONT OF BED
(UNLESS OTHER
WISE SPECIFIED)
ROOTBALL
O.C. SPACING
CROWN BED IN
CENTER TO PROVIDE
POSITIVE DRAINAGE
MULCH LAYER
(AS SPECIFIED)
CULTIVATE SOIL WITH
ROTOTILLER BELOW
SOIL MIX AREA TO A
DEPTH OF 6-8"
UNDISTURBED
SUBGRADE
ROW
AS
B
• B
1
Ifas I
,e4 j/• :'J///Ni- �Y/// ilii Q"e�•y+u
SECTION BREAK THROUGH ANY
EXISTING "HARDPAN"
AND REMOVE TO PROVIDE
GOOD PERCOLATION AND
POSITIVE DRAINAGE
ENNIAL BED PLANTING p m
N.T.S.
NO.:Job: FIIBECheistlan Chi
100 LINE
Type; as
102 PERFORMANCE SCONCE
ma>m.a,n. WAaeeE waTApe Furl prmx5
+m Xdma.eweeae PT Ppr..aammw n...m...,,.m.m..
Isamme Emem.XysmrQ alar vam. mmWr«a-.. +>..o•a,.a
,WEYx Pm1oY EnreNwwY mimpa Mf Meaam Tlrva
na SIR H H IB >NH38 �ffis
9B1 : Is arra..,.Wraa m. maX
ar YMV IBma� 'Mimi
bMv ¢ L 1¢ 1m a aB m Mx
as
sMPS • M. X.m o.. -r -r.
metas:m'•"m.ad"�,aa"'r. a -ewes
a a
IWVm�in0 rata ppv�a.Mana
Is
F rWN a�prr Plrbmaa/ w>•
®P e� �_ mw . balm. eM...
e�irsP mw Pm mormir lr..oamak momprimmims mr
mak pal
ann MyM ar•arraw_
ser
: M1mr p5F pra""iW..W. Me�i'mb n'X'wea M.
ra aey a xm r wrmreva sW um
OG hb•IOb°W+ "�wC�m� am
sO � pY�Ymrs IZY Fnr.NA p�y�E„rnwq�YrY�
-mak. fwrrr.m
so
AIMtl
19
.mr•em•er•n"rti� �nsmv base �Ioka
"I'mom YYeakimPrImi 0121,"smrWa
rmr
snWarms iTX amoral Him rmrl`kae
er.e,aua
murmX -tkimi rm.'amemr.n. _..trema a..mm4 aY.mn N 140
a•+rnaam mike.
100 LINE
102 PERFORMANCE SCONCE
GENERAL Each GaNx IE Iumirell6 e: A em, memnla, mile FMH_Lg ' A I S'(t39m, 12 Wale, p9d proposal --I"
NMwrebmgh Nkmin'�rapawmmw9fllnessMhllNs.lmemal b,m AsmM AMSirski mem.nl lbs ONarsl b a 9Nim 884M
brommmd me m.or mwbaW he rurEght do -14,11 m] amtwrl 9.eeennl emNyemuy WMy pack This MlesmM emeryenLr pi
msiemr, haws. mvluudy. malgw aN amt lam, abamml Na1NusTmaRpsmmoamro.Trose4ccaploMarew:Nmmm
aFxnhe.. A maker el Batt (3) rose smparma-v WMaYes tomeme-rami
suiahleHwelUgbx tlamp Osahonsilinralel) N Am ereM d Wwer mWpmllm thio WRCG mush bermiq Mm!'XA
HOUSING Slnpaga hm V M rN most alummim A needy paaer(1)Or(1)3TNm(1) paw vnryd flwmmmnl larry at ndssrl
Mmpn gsatrl seta NelwaYgwBr Bx dXxharememlare lrahOme 10 walk; We empomol AS mh-e Wgeelurre bas bamrv's rYM
dust mme aM p Wmm hom be opBzl assume. A blvd, de msl b' maAnt Imn%mAAAm all m w1reil Wamum!tenure shrty
IiEENhdrks dissje.a'a.'Rut morel hep uN WWllle. wilmokor.P,,ai, 1k,,A. IN kvxpam B,M, Be Ms A last
mILy1 b apEVBk Nmgh MW ham assendQ'. NOTE E MICU Wee nd
A M v
WL.eal
Blmmuma parka
A' de mal
GOON FMME. smgbpse
¢h Ncppare ud irA
Worm b
I .M hd Mane Y9
b IM llmuang wm
Ne Mu51y wN Md l21 em) deem sEOI harms' Tha,I M1ea arse LAMPNOLOEr : Pulse mIN mN um base mo are mgland
mph
morel re t Ire' (.Epm) mmprN glass Tem w dlariever eaAx pmmlein Wan moral ped umX anell. FluMmmem aoplan m nlgn
are mnmmmeh amend. Aedv hame Wt W In EpeenhN dee empemem lPEll WBlbnaamear.
char' FINISH: Esen shntlaN m.r Wromma IemNm A hoe AM WrasM
OPTICALSYSTEMS: NRNms ma mryn¢d daNpdv aVNN makhnl a4L .W*.p*dr M.114 alai' e�gl
'ndryrsmrrYe
aM hemi mAGmmwB. a Sspabnee,.,Neal al mul Wet.Rcic) Ie.NarN pllyesler pawGrmzl nman. slaMatl ampA us
apmmm am set in art Wb image mosses gamma m acn'nre Be win SWI, Hada IBLFlr Mm Ill mea at laem (W) AW bear
wldellww, IawaNNmaamdm umweomlrgMdselulbra SOH, Gvmuhlahry lS SFP.s a'caY mLdwA.
ELECTRICAL: SoundAWLS- �b hio rynr6 HID IASEIb: At lumilbirea bars, UL d CUL Luere app9mbbl Not
we and miLamm hNe agreN wRmNnl type, wpsdad peaks tlmp al roWl Leas tlomn"Amrson'N We lmlbr Amid Are me
remNa )amp smray mWn to xgwz9'c. GdnppMm�tppmpm•m Dano )mdan, map mean eine me opap.I invenme we LwW
stir, Wlshe tla War N ary ro mere Nen N%d Nd unenl embus.
aM,s rrcW Ey UL M um tl600VALYYPFIaS'J'f d nalrm. Ry
dmnneroere sea bGLlmreenm9vAG,
Mistake.
SpumuaN flempa t mein hart. d WIN13 mGPxUAA d CFIICC.
SbmdNBbreWldmrean hlylpasmtaoleleaptmRlWW. e¢LeukArmak •"err arm ti�
�=wrrpmlmlr.Nmnm. .rm.:mmW I�rmur
a.
EYwma HPa wsedpoaW iamrWmLImPB NmY Pdr lsB :rivam.aw
pm. l9 4zn Ip EN B ltl aw anwd BNlevmm dW M,Nuaa rya mese Bm.Xc . rnb.mn .mala.
aWab.aaWanammAbamMdmm=b. mRalmaMmw.r 4ma.`m: r=1a wr'4r:irn:ms
t>pmemdmnm32 m hd waw,,park AAlma AmR
mth Yav�eEaaiya NedW smrLry'. Qlbh WMha LUL Vg
mr�.mm
a a0r
L
m.mmap
amnma I...... F M.ramr w M mrromn+mXr mo snryaPnnl atm M mmrwn emrbrr ram ram wake").
Apw+mya MmeeYm O/eMl. W+aa9M.mmMmaay.e W nm.Yr.l.abrl.sau' rbMM Wt'mlrFsmrgmM W
a"�'Mm.m�p'✓w.4 na..pn.^ran wn. em.r a. ..,are
as,karPae FaumlesYtUp
nys,etrawYGaasam. rum.m,ixamas 'rRalmmmm.mm
U9FILING,
repar
m_
G SCONCE LIGHTING CUT SHEET
S6 CUT SHEET
NTS
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
f: 434-979-7522
f•. 434-977-1194
viww.mckeec4plson.com
McKee Carson and Reid Sport Concepts, Ltd.
reseve mehlbrmankN+copyaighiantl other
property rights In these drawings. AN ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
Rut obtaining the express permission and
consent of either McKee Carson or Field
Sport Cohcepts, Ltd.
TH OF
WILLIAM A. SPARKS H•
7 CERTIFICATE No. Y
'may ooA���ppp555001355 &
AP6 S! 2��P4
'1 DS ANF
Scale:
mals.' 35.Pa. a60A IXCIA
Date:
10/12/07
iaMH 60.P5' m TaA m""r.»a pp
0618
1-�-1 Fm.,
IWMN NH3 4AM xp
Chedpor :
w
OONPS
T
U :j 4
V
U
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z
e
a
mm_
U
U/�
Beer aorae park OC OpXprW talar Pmnl
Q
BLP BIa6 Pen, HwYam Mmr'Kmrar
WI J
WP VArb Palm SC Bprel Wbr Pom
Ali N INrm,wm park Wwrm"mW
M a
w
VP Wrh GleM PmY
F MSrg
SHO .11sp'Shtl
Gap Duper Prr�pm['
.aW.nrm.e, w.r.b. w...e".nw•+ave.®..mn..p
are epamv
small, maMa.e vwaan..0"wM.aar..®a ra..Nm
"rr'mma
ra-
1. mal-pres
wnavra a,nmawva w+. rv"+^e� "r
IWK BanPe.
`=
eYe
Am. -ma".
n}iws
lane-'� ".a+r.rm.a.."..n-•mwrwxm
r.. uWna..m
imm
InMIN�G
wrrdm
F up
S6 CUT
NG
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING.
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD
AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER
THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING
4. IMMEDIATELY SOAK PLANT WITH WATER.
5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY
RELATE TO THIS INSTALLATION.
SPECIMEN SHRU
(AS SPECIFIED 0
DRAWING!
REFER TO ROXa lane -L all
DETAIL
RENCH EDGE AROUND
VTIRE AREA TO BE
ULCHED
REFER TO TREE
STAKING DETAIL
TRENCH EDGE AROUND
ENTIRE AREA TO BE
MULCHED
REFER TO ROOTBALL PIT
DETAIL
NOTES:
1, SET TREE PLUMB PRIOR TO STAKING,
ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
Q TREE
T.S. S6 SECTION
PLANTING SOIL MIX:
1. THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX,
MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. REFER TO SPECIFICATION
SECTION 02923, OR BELOW. FOR TOPSOIL REQUIREMENTS.
2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, EVERGREENS, SHRUBS
AND GROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED
ON THE DRAWINGS.
60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE
STOCKPILE OR APPROVED IMPORT PRODUCT)
40% PREPARED ADDITIVES BY VOLUME AS FOLLOWS)
2 PARTS HUMUS AND/OR PEAT
1 PART STERILIZED COMPOSTED COW MANURE
1 PART SHREDDED PINE BARK (OR EQUAL)
COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT
LIME AS RECOMMENDED IN SOIL REPORT
SITE PREPARATION:
1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING
ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUSING OF EXISTING VEGETATION,
CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES 1 -INCH CALIPER
OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT SPECIMENTS OR GROUPINGS
SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION.
AL LANDSCAPE NOTES
PLANTING
BOLLARD
BRM820/821 /823 DOME TOP LOUVER
UPPERNWNNG: OIeml aYxaum Mara 1, sav6lpdxMzbreN I"., and mm u@. Ease, pMak MN park HGrrm arvar 'IaaM
permariikee .blepreeslmssae^, mwnlry .acral m amerce rm lw (2) Russia hame-a b sand
rnhm%n aMa scm,;
LOWER HOUSING am a, pamannvNasW 1pam{ar4v MislMaMn)al
BEY W.. p,aa aam a
b'CA vb.A 1T true ]mmafiw ISE ams I
lvmaebaXvrsagYJol fY]I91]vul
rotors TSeANmpxnamam 1 1
GWlw.mourt"aSn Maaam pa rk ams rnAbanativreralbb's cpv96mNiaaamia WWWaWmY/
aaamWmmbW In rmnW pX name e@euamaymmwsd mb wlpaXa,u,e dal bas um dat,M mora
BRY I
I.wrer MNasamMXbaXaabnhp Navb9 aaab+NTsvebda Lr .el..,e. .A av a.1..Mbre.4 nma mounerp
w.rb.>WaNa4aYMaXs ANaMsI. mumer. we paw w) are x I,. i lM l Am err r 20.E mrs..1 an)
a.911 a.BAsma9102'R4.1kerk M+aae. Briers NsyreeM511IIJ-1
Lari,ave ttWr-.a[rea4 mvebtman*prtlN wa,Yed m>Ie4 eM SrGNral
mb rwabmg. Bavvapld✓/Cb pvahaPaWl luautl dAMw
fakir. ELFCiWC•L: Exh i J'pmNamlrbaY ¢ emsmmam 6.rywsms" .
apNmaearmalreYYaaaTavaw9lwnb N'iF23C Gmi+'ent"Ir
OPT AL ]YSLOI I- tl spbl b plvk msaamm YaN9 mark ,<m{orRm wly wMn IM lurinpa MX,aay W amore NM.YAM 2btl
5fetrg ma rk- r 9p. UNar kuru 4Aaes a vY/PW] NMMabwE [unMl antl ii lrske by UL lr, uu al6W VAG al 15p'C N I+9Mr. P1
am6ral as- Mktiv blrcraalmika armil ma ynmatt dWUKhae LSW pal lAbrw L6NMG,1EadI
msnaw a®n wllnaa ANM gasMN MN ave emnwkwa"c unudesala .. A. eYdmw buNa be maw pars ram'
enmep aN¢ssanel JlrasaNvs 4ragng. aMY JlNbrxtYbldb aaragPo VFl1R'G. 51rX11WeYenl MYrs
3CLEET:MNdn my P.amN r%rVmaltir¢WROWM✓.wMrW
m
%ori8r.]MPBramm'me
ass�Mm 1Ab2T. bNMa.SdLtt art
paWem:nma Wm.mWeemdN mmemXap ran ia mams
•NCMORADE: Lammake E NAGN: EYYr Ibnwra re¢w a park d?avm milli
ORMHy NnpWeNePyappAN, armrraMame MwNsipNmaNM1Wn
Bab assmmNy mrs¢Ia as a or Yummm NMm aN.L. mdu4ry
141 mi. CAS arta?Ir,�i m.m IIen•]el rnl�aeaubolsmwXr� I•BLts:urwleabearuL wcuL fwXreawlaace)vwrmbrmceB.
eA., mer
arm mers'preek.r
p"P!: pen .Daae H. aa�r
MOAeq j1
ala m
Nem- W Pamrrllao, m,lma
nvr"aYfaMazmad
Wm 9 arnwe
CSW si n mkdr w m m
ppm�-. Gram,m
eam ?j I'i i
�. ..
I I
Ia ssal ata Xmx,IrsNMrmean
eaxmnm IBvar,mwm.aarW
Pwpmrl lrs-errc P,rm.. b. as
rwerma qm a��^ M' un cw»+w. ."Upau d Iaph tt>n>m
wna.a..n err senor oma iaxxi ssa,.
_ a Ilex>em
md.� m p a ma a sam.dr.mmn EGH1
anrpa� Mln
N.T.S
E
OPTION A: VERTICAL STAKING.
VERTICAL STAKES TO BE
PLACED OUTSIDE LIMITS OF
TREE PIT. 2 STAKES AND GUYS
PER TREE, SET STAKES 180'
AROUND PLANT PIT
3- 2 PLY BLACK RUBBER HOSE;
12" MIN.
OPTION B: DIAGONAL STAKING -
(FOR EVERGREENS ONLY)
1- WOODEN STAKE ATTACHED
TO TREE BY GUY WIRE
ENCASED IN RUBBER HOSE
AND DRIVEN INTO
UNDISTURBED SOIL OUTSIDE
LIMITS OF TREE PIT
OPTION C: GUY WIRE STAKING-
3- 014 GAUGE SOLID WIRES TO
BE PULLED TAUT WITH GALT
TURNBUCKLE. 3- 18" MIN.
LENGTH TREE STAKES SET
BELOW GRADE. STAKES TO BE
SET IN UNDISTURBED SOIL;
3 STAKES AND GUYS PER
TREE. SET STAKES 120'
AROUND PLANT PIT
NOTES:
1. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SITE CONDITIONS
OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR RAISE
CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY.
CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR
2. INCURRED DURING,
PLANTING PROCESS.
T.S.
SOIL MIX
(AS SPECIFIED)
TRENCH EDGE
BEGIN TRENCH BY CUTTING
VERTICALLY AT FACE OF BED.
ENSURE MULCHING SLOPES AWAY
FROM
ADJACENT PAVING/LAWN
FINISHED GRADE/PAVING
(SEE PLANS FOR DETAILS)
Notes: Job:
TyIX'
ECOLUME ECA/ECW ==
- ue. The .Imled - - - --
The EWlume poellsre Is E reaht mor . ei fined p me
PINrmessi eems Roaklmak midthe Mesmve. ilt r'I mom We WasiTIA ng,Eom dglmeml I
s.'a
The Ieory r is dlanrmed mtl the esshame a exhuCetl arumevm. The EcplMte 1poral is
CampetaY seahseaa 9asFeIN,DreenMl9inhuswabam moistre,ineecas Ntl WnmminMls. i
swarm pompau eN vpltaEE
mru•Pm.'.1•merob ivWwm.v�apwmmam�n urea tine WmrM1unvNm+Y+v^v..W O
•EB•14 la'Syara Nm Mamrr tuakl EOWta leatme omma en.Lrnw.vm Sn94 Paer4y
EC61e 1m akimae4m MOlnl Lumawm ECW15 15'Spve prmtl W4tl Mo Lwiwm x Tuft Nsrmpy
Smelts RTS9mn Nm.Lumaw. ECWea YSsprmmpemriwer.1irmlvm pYxd 1 "A*r'^aYYw p]'
"'mark,
sans ECWAIE ta'Syram WYl Mmarm.im e®1N Imem lem
.+sn»ms.n E Al. ICkArma Wa Wmmm'arm 4 Ormea
but a]'SCwrm WMabra efNm
1�
sa XY'•, TmemNrem.
Or m Tyre 111 iV" TyMWiamN>law VmYtl Yep
>aMnrl-rdTmk OY. •' MmYVerd-allarp
OM i>ixv 54RN8"' 1, 111 Nrtralls'p. PodmN NmNCaMXp+rmr G aM
pVXNO' TayV alramp.rs.r43.mmosida l
r _mgm.Mzerawrmav"Ln ala, m,
a5v Lv"P Lsaxr+sw 5amamn v+wn ......s•ne�..er
OSv' T>pvV.lblWp Mewww SeranM�an
li I4
x6. pal WHIM W m barkeis
uena.0 a"•ry sap
ap Cps ISISHa.M•••ar"
400...PSMH'"
lap Mx WPSxx rWa n.•namanawrwp. rr
1.101 I.I.H
YYYmperp
raWH
>SPSWX eWP
aXp apipx Pomr 'sal 4-
wn>r. P.M HS MpW NaNSMSMd9WmruuwM W
P BW PeN f Furring PIFs PM L.'sal
V,Iwv Peak U NrPNA.Ve Rudy Nrmm.m"asml PIF Nm}apFkJF'. 'XB'
wlual Yamum FYn1 PCI LLp�iy�PImOYXm PmpffimnNao'ped All AaAaBWLWemaaapNaam
OC OpAM MUPmm Fyl Loa Tme FkttTNRwyae PWLY PgryMmXe]V Lmrr Neap m.nnN
p a4 n'm'� MP B@+yPhb%Nd ps PNNS®db/
scIp Pasln4 Nfmikatad NmFwnFavr,nan
AP uw,aptl,..°r"°'"..I era
AT Ai muss, v3M 1 Wldw-,mm
EMCO „r=�`,,r
smear. s ampIW-mpbrmpr.MmXymm
LIGHTING .paNrmCnam, Wpl,mam>apr.p.m....,,.a,�,.
mks.
G
IME ECA/ECW Llt
SHEET
N T.S.
S.
ECOLUME ECA/ECW
GENERAL DESCRIPTIOEleb EMCG Emlume is a sharp Cubit OPVGAL SYSTEMS: TIA u wake reMtld syskm mwa6 al aro
Ium na re lar la Ur mump, dook,I, seepsml d primpromem, are Mak M Irghh Weeks 'emm lame. p s, memo b remem
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N.T.S.
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repar
m_
G SCONCE LIGHTING CUT SHEET
S6 CUT SHEET
NTS
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
f: 434-979-7522
f•. 434-977-1194
viww.mckeec4plson.com
McKee Carson and Reid Sport Concepts, Ltd.
reseve mehlbrmankN+copyaighiantl other
property rights In these drawings. AN ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be assigned to any third party without
Rut obtaining the express permission and
consent of either McKee Carson or Field
Sport Cohcepts, Ltd.
TH OF
WILLIAM A. SPARKS H•
7 CERTIFICATE No. Y
'may ooA���ppp555001355 &
AP6 S! 2��P4
'1 DS ANF
Revisions:
11/13/2007: COUNTY COMMENTS
12/28/2W. COUNTY COMMENTS
1/14/2008: COUNTY COMMENTS
2 04 2008: ARB COMMENTS
/ /
4/11/2008: An COMMENTS
5/12/2008: ARB COMMENTS
Scale:
ASSHOWN
Date:
10/12/07
Prai No.:
0618
1-�-1 Fm.,
WAS, HM
Chedpor :
w
U :j 4
V
U
�_
z
e
U
U/�
Q
WI J
w
Revisions:
11/13/2007: COUNTY COMMENTS
12/28/2W. COUNTY COMMENTS
1/14/2008: COUNTY COMMENTS
2 04 2008: ARB COMMENTS
/ /
4/11/2008: An COMMENTS
5/12/2008: ARB COMMENTS
Scale:
ASSHOWN
Date:
10/12/07
Prai No.:
0618
Ders4ned:
WAS, HM
Chedpor :
Ilu]'i; RBM
Sheet NO.:
i
08 of 19
CONCRETE TO BE
CLASS A3 IF CAST
IN PLACE; 4000
PSI IF PRECAST
SURFACE 8 BASE
SUBBASE
DEPTH OF CURB MAY BE INCREASED OR REDUCED BY UP TO 3" IN ORDER THAT BOTTOM OF
CURB MAY COINCIDE WITH TOP OF A COURSE OF PAVEMENT. OTHERWISE DEPTH TO BE
18" AS SHOWN.
VDOT STANDARD CG -2 CURB
390
0
of
o
o
v
m
m m
a m
10/12/07
o
T1
DUMPSTER PAD
m
N
M
L = 15.0'
r'1
t7
M cJ
S7
PLAN
N.T.S.
CONTRACTION JOINT 6' O.C. MAX.
K = 7.9
V
OR ASSHOWN ON PLANS.
SSD 357'
7
1�1
DEPTH SHALL BE 1.25" OR 25%
$9Y.
OF CONCRETE THICKNESS
r
EXPANSION JOINT
Gil
W
o
w
m
0)
WWF 6" X 6" W1.4xW1.4
o
m
¢ w
r m
m
of
BACKER ROD, 1/2" DIA.
—
m
�
-
... d
U
M
r
05
- °
'• -
>x
X y
a
x nit- x.> --"x
o
a
v
o
v
COMPACTED AGGREGATE
ow
o
0
3880
�r
PROFILE
AVING (TAPER LAN
NOTES
1. PROVIDE CONSTRUCTION JOINTS EVERY 25'.
2. MAX WALL HEIGHT= 4.0'.
FILTER FABRIC
ASPHALTIC PAINT
FILTER SCREEN
Z
g
3" CLR TYP.
04 REBAR rd 18" O.C.
SITE WALL
Stu I JUN
0.50
2" SURFACE COURSE
VDOT STANDARD SM -9.5A
(FINAL SURFACE)
5" BASE
VOOT STANDARD BM -25.0
8" COMPACTED
AGGREGATE SUBBASE
VDOT f21A
COMPACTED
SUBGRADE
L, -,r -
— 3.25' 10" T 2'�'I(
Al
N. 1,S.
40" HANDRAIL / -P--\
—SEE DETAIL S7
—1" CHAMFER
—04 REBAR 0 18" O.C.
—04 VERT. REBAR 0 18" O.C.
—2" CLEAR (TYP)
—3000 PSI CONCRETE
—GRAVEL DRAIN, VOOT f78
—WEEP HOLE 4' O.C.
2" DIAM PVC PIPE
zm
CONTRACTION
JOINT
2" SMOOTH TOOLED EDGE (TYP)
LIGHT BROOM FINISH TO BE
PERPENDICULAR
TO DIRECTION OF TRAVEL
EXPANSION JOINT - SEE E
S7
DUMPSTER
LOCATION
4" X 4" TREATED POST; TYP.
6" THICK CONC. SLAB
REINF. W/ 6X6 - 6/6
OUTLINE OF DUMPSTER
(W.C.); TYP.
\r
DETAIL
L
IRF -CART CnNCRFTF
:TE PARKING BUM
� CURB TERMI
N.T.S.
1 1/2" SQUARE STEEL TUBE TOP
RAIL, PAINTED DARK GREY TO
MATCH ARCHITECTURAL RAIL.
1/2" PICKETS
1" METAL STRAP
1 1/2" X 4" STEEL TUBE SUPPORTS
CONTRACTOR TO COORDINATE
ANCHOR LOCATIONS WITH RAIL
MANUFACTURER PRIOR TO
INSTALLING. CONTRACTOR TO
SECURE POST USING STEEL
PLATES. REFER TO MANUF.
INSTALLATION INSTRUCTIONS FOR
DETAILS. CONTRACTOR TO
PROVIDE SHOP DRAWINGS TO
LANDSCAPE ARCHITECT.
CONCRETE RETAINING WALL O
S7
N.T.S.
SECTION
GENERAL NOTE:
CONCRETE TO BE CLASS A3
IF CAST IN PLACE;
4000 PSI IF PRECAST
V.T.S.
G RESERVED PARKING SIGN
TYPE R7-8 8 R7 -8D 8 VAN
S7 TYP. ACCESSIBLE
-� RESERVED PARKING SIGN
-+- �- TYPE R7-8 8 R7 -8D
;n
•
I�
O
O PIPE BOLLARDS; TYP.
10/12/07
Ptooct No.;
T1
DUMPSTER PAD
PLAN
Checked:
JHM; RBM
11
S7
PLAN
N.T.S.
CONTRACTION JOINT 6' O.C. MAX.
V
OR ASSHOWN ON PLANS.
7
1�1
DEPTH SHALL BE 1.25" OR 25%
OF CONCRETE THICKNESS
EXPANSION JOINT
Gil
W
(MAX. 25' O.C.) -SEE S7
e
EXPANSION JOINT SEALANT
0)
WWF 6" X 6" W1.4xW1.4
U
1/2"
WITH 2" MINIMUM COVER
BACKER ROD, 1/2" DIA.
4000 P.S.I. CONCRETE
-
... d
AT 28 DAYS -
05
- °
'• -
AIR -ENTRAINED
x nit- x.> --"x
v
v
COMPACTED AGGREGATE
BASE VDOT 121A
v
COMPACTED SUBGRADE
' -
/���/���//\��/���/���/���/��/aEXPANSION
JOINT MATERIAL
MIN. CROSS SLOPE 1.5%:
° o
MAX.2%
SECTION
iNCRETE WALK
TYPICAL
EXPANSION JOINT
•.,.
AND SECTION
N.T.S.
S7
SECTION
N.T.S.
EDGE OF PAVEMENT
9•
I 1
I
2 /4 X 5'-8' LG.A
SEE
xI
r -t
•
ASPHALT PAVING I
EE DETAIL
SS77
$7
TAPERED CURB END
3/4" DIA, HOLES FOR 1/2"
SECTION
DIA. X 24" LONG ANCHOR
12"
RODS 2 04 X 5'-8' LG.;
TYP.
• a
\r
DETAIL
L
IRF -CART CnNCRFTF
:TE PARKING BUM
� CURB TERMI
N.T.S.
1 1/2" SQUARE STEEL TUBE TOP
RAIL, PAINTED DARK GREY TO
MATCH ARCHITECTURAL RAIL.
1/2" PICKETS
1" METAL STRAP
1 1/2" X 4" STEEL TUBE SUPPORTS
CONTRACTOR TO COORDINATE
ANCHOR LOCATIONS WITH RAIL
MANUFACTURER PRIOR TO
INSTALLING. CONTRACTOR TO
SECURE POST USING STEEL
PLATES. REFER TO MANUF.
INSTALLATION INSTRUCTIONS FOR
DETAILS. CONTRACTOR TO
PROVIDE SHOP DRAWINGS TO
LANDSCAPE ARCHITECT.
CONCRETE RETAINING WALL O
S7
N.T.S.
SECTION
GENERAL NOTE:
CONCRETE TO BE CLASS A3
IF CAST IN PLACE;
4000 PSI IF PRECAST
V.T.S.
G RESERVED PARKING SIGN
TYPE R7-8 8 R7 -8D 8 VAN
S7 TYP. ACCESSIBLE
-� RESERVED PARKING SIGN
-+- �- TYPE R7-8 8 R7 -8D
;n
—5' MIN. COMMON ACCESS AISLE 18' MIN. VAN)
—4" WIDE PAINT STRIPING, TYP.
HANDICAP SYMBOL
CURB AND GUTTER
SEE CIVIL DRAWINGS FOR LOCATION
AND DETAILS
mnv.
NOTES:
1. ALL PAVEMENT MARKINGS TO BE WHITE.
2. HANDICAP SIGNS TO BE MOUNTED ON 2" O.D. STEEL POST OR UNI -STRUT,
UNLESS OTHERWISE NOTED. COLOR TO BE DETERMINED BY OWNER. SIGNS
SHALL MEET ALL ADA REQUIREMENTS AND MUTCD STANDARDS.
3. HANDICAP SIGNS TO BE CENTERED ON HANDICAP SPACE, UNLESS OTHERWISE NOTED.
P1:11G1111
DETAIL
In
HANDICAP SIGN
(STREET SIGNS USA
STOCK If usa-val218re
OR EQUIVALENT)
2" O.D. STEEL POST, COLOR
TO BE DETERMINED BY OWNER.
CONCRETE FOOTING
N.T.S.
PENALTY
1100-4500 FINI
TOM AWAY ZONE
usa-vis 1218ra
NOTES:
1. SIGN MUST COMPLY WITH 1106.8 2003 USBC.
2X8 CAP; STAIN: DRK. HUNTER
GREEN, 2 COATS IF NEEDED
2X6 TREATED WD. NAILER,
ANCHOR TO WOOD POST
4" X 4" TREATED POST
1X6 VERTICAL CEDAR PICKETS
STAIN: DARK HUNTER GREEN,
2 COATS IF NEEDED
CONCRETE DUMPSTER PAD
FINISH GRADE
ASPHALT
SECTION
1" SURFACE COURSE
VDOT STANDARD SM -9.5A
(FINAL SURFACE)
1.5" SURFACE COURSE
VDOT STANDARD SM -9.5A
IFOR CONST. STAGING)
8" COMPACTED
AGGREGATE SUBBASE
VDOT f21A
COMPACTED
SUBGRADE
1" SURFACE COURSE
VDOT STANDARD SM-9.SA
(FINAL SURFACE)
1.5" SURFACE COURSE
VDOT STANDARD SM -9.5A
(FOR CONST. STAGING)
6" COMPACTED
AGGREGATE SUBBASE
VDOT 021A
COMPACTED
SUBGRADE
2X8 CAP; STAIN: GREEN,
2 COATS IF NEEDED
HINGES
LATCH
4" X 4" TREATED POST
1X6 VERTICAL CEDAR PICKETS
STAIN: GREEN, 2 COATS
IF NEEDED
CONCRETE DUMPSTER PAD
FINISH GRADE
N.T.S.
NOTE: STAIN SAMPLE TO BE SUBMITTED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO NOTE: STAIN SAMPLE TO BE SUBMITTED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION BY CONTRACTOR. INSTALLATION BY CONTRACTOR.
ELEVATION
j0F
704
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434979-7522
f: 434.977-1194
w.wv.mckeecarson.com
McKee Corson and Field Spat Concepts. Ltd.
reserve Mekaxnmm law copyright and other
property rights In these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
to or manner whatsoever, nor are Otey
to be assigned to any third parry without
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts. Ltd.
��QpLTH Op YI
ROBERT B. MCKEEY
N 7$3
of dNy G��
9t AL
•
I�
e•''i
Date:
10/12/07
—5' MIN. COMMON ACCESS AISLE 18' MIN. VAN)
—4" WIDE PAINT STRIPING, TYP.
HANDICAP SYMBOL
CURB AND GUTTER
SEE CIVIL DRAWINGS FOR LOCATION
AND DETAILS
mnv.
NOTES:
1. ALL PAVEMENT MARKINGS TO BE WHITE.
2. HANDICAP SIGNS TO BE MOUNTED ON 2" O.D. STEEL POST OR UNI -STRUT,
UNLESS OTHERWISE NOTED. COLOR TO BE DETERMINED BY OWNER. SIGNS
SHALL MEET ALL ADA REQUIREMENTS AND MUTCD STANDARDS.
3. HANDICAP SIGNS TO BE CENTERED ON HANDICAP SPACE, UNLESS OTHERWISE NOTED.
P1:11G1111
DETAIL
In
HANDICAP SIGN
(STREET SIGNS USA
STOCK If usa-val218re
OR EQUIVALENT)
2" O.D. STEEL POST, COLOR
TO BE DETERMINED BY OWNER.
CONCRETE FOOTING
N.T.S.
PENALTY
1100-4500 FINI
TOM AWAY ZONE
usa-vis 1218ra
NOTES:
1. SIGN MUST COMPLY WITH 1106.8 2003 USBC.
2X8 CAP; STAIN: DRK. HUNTER
GREEN, 2 COATS IF NEEDED
2X6 TREATED WD. NAILER,
ANCHOR TO WOOD POST
4" X 4" TREATED POST
1X6 VERTICAL CEDAR PICKETS
STAIN: DARK HUNTER GREEN,
2 COATS IF NEEDED
CONCRETE DUMPSTER PAD
FINISH GRADE
ASPHALT
SECTION
1" SURFACE COURSE
VDOT STANDARD SM -9.5A
(FINAL SURFACE)
1.5" SURFACE COURSE
VDOT STANDARD SM -9.5A
IFOR CONST. STAGING)
8" COMPACTED
AGGREGATE SUBBASE
VDOT f21A
COMPACTED
SUBGRADE
1" SURFACE COURSE
VDOT STANDARD SM-9.SA
(FINAL SURFACE)
1.5" SURFACE COURSE
VDOT STANDARD SM -9.5A
(FOR CONST. STAGING)
6" COMPACTED
AGGREGATE SUBBASE
VDOT 021A
COMPACTED
SUBGRADE
2X8 CAP; STAIN: GREEN,
2 COATS IF NEEDED
HINGES
LATCH
4" X 4" TREATED POST
1X6 VERTICAL CEDAR PICKETS
STAIN: GREEN, 2 COATS
IF NEEDED
CONCRETE DUMPSTER PAD
FINISH GRADE
N.T.S.
NOTE: STAIN SAMPLE TO BE SUBMITTED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO NOTE: STAIN SAMPLE TO BE SUBMITTED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION BY CONTRACTOR. INSTALLATION BY CONTRACTOR.
ELEVATION
j0F
704
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434979-7522
f: 434.977-1194
w.wv.mckeecarson.com
McKee Corson and Field Spat Concepts. Ltd.
reserve Mekaxnmm law copyright and other
property rights In these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
to or manner whatsoever, nor are Otey
to be assigned to any third parry without
first obtaining the express permission and
consent of either McKee Carson or Field
Sport Concepts. Ltd.
��QpLTH Op YI
ROBERT B. MCKEEY
N 7$3
of dNy G��
9t AL
Revisi":
11/13/2007: COUNTY COMMENTS
12/28/2007: COUNTY COMMENTS
1/14/2008: COUNTY COMMENTS
Scale:
AS SHOWN
Date:
10/12/07
Ptooct No.;
0618
Designed:
HM, WS
Checked:
JHM; RBM
11
V
-a
7
1�1
Gil
W
0)
U
V J
Revisi":
11/13/2007: COUNTY COMMENTS
12/28/2007: COUNTY COMMENTS
1/14/2008: COUNTY COMMENTS
Sheet No.:
S-7
Scale:
AS SHOWN
Date:
10/12/07
Ptooct No.;
0618
Designed:
HM, WS
Checked:
JHM; RBM
Sheet No.:
S-7
The First Christian Church Stormwater Management Facilities are designed to control both
quantity and quality of runoff. The facilities primarily include three biofilters. The biofilters are
designed to control excess runoff of post development conditions to predevelopment peak
runoff rates. Also, the biofilters are designed to treat 1 inch of first flush from the impervious
areas of proposed development. The Modified Rational Method (recommended by both the
state of Virginia and Albemarle County) is used for hydrologic analysis.
PROJECT DESCRIPTION
The First Christian Church property is located in Albemarle County at TMP 79-24A. The
proposed development will occur under a special use permit in a Rural Area Zone. The site is
wooded, vacant, and unused. The site has an overall area of 15.12 acres, and includes an
intermittent stream. It is bordered along its northern boundary by route 731, and along its
southern boundary by Route 250. Adjacent properties to the north, across Route 731, include a
residence and Union Run Baptist Church. The site has small area of critical slopes which will
not be disturbed.
METHODOLOGY
Pre -Development Hydrology
The site for the proposed church and associated parking lot is located on the ridge. This results
in two points of analysis. The two watersheds are analyzed using the Modified Rational
Method. The pre -development drainage area for the first point of analysis (designated as A) is
2.45 acres. The 2 -yr and 10 -yr runoff in the predevelopment condition are 2.98 cfs and 3.89 cfs
respectively. The pre -development drainage area for the second point of analysis (designated as
B) is 5.83 acres. The 2 -yr and 10 -yr runoff in the pre -development condition are 6.97 cfs and 9.13
cfs respectively.
Post -Development Hydrology
Drainage Area 1 with Point of Analysis A
The point of analysis (A) for the post -development hydrology is the same as pre -development
hydrology. In the post -development condition, an additional 0.37 acre is added to the
predevelopment drainage area. The total post -development drainage area is primarily divided
in 2 sub -drainage areas. The sub -drainage area of 1.08 acres consists of parking lots, three
quarter of the building roof. The runoff from this drainage area goes into the proposed biofilter-
s. The required removal rate for this drainage area is 60%. Biofilter-1 is sized to treat 1 inch of
first flush. The required water quality volume is approx. 2,262 cf and the biofilter is sized to
treat approx. 2,413 cf. The 2 -yr and 10 -yr discharge from the biofilter are 0.61 cfs and 1.12 cfs
respectively. Storage volume displaced by any plantings above the filter bed is ignored. Any
storage in the bio filter media void space is not taken into account for available storage space.
The 2 -yr and 10 -yr discharge from the undetained sub -drainage area of 1.74 acres are 2.12 cfs
and 2,76 cfs respectively. Thus, the total 2 -yr and 10 -yr discharge from drainage area 1 are 2.73
cfs and 3.88 cfs respectively which is less than that of the predevelopment condition.
Drainage Area 2 with Point of Analysis B
The point of analysis (B) for the post -development hydrology is the same as pre -development
hydrology. The total post -development drainage area is primarily divided in 3 sub -drainage
areas. The required removal rate for this drainage area is 48%. The sub -drainage area of 0.82
acres consists of parking lots, three quarter of the building roof and flowing into biofilter-2. The
biofilter is sized to treat 1 inch of first flush. The required water quality volume is approx. 1,869
cf and the biofilter is sized to treat approx. 2,847 cf. The 2 -yr and 10 -yr discharge from the
biofilter are 0.37 cfs and 0.92 cfs respectively. In biofilter, the storage volume displaced by any
plantings above the filter bed is ignored. Also, any storage in the bio filter media void space is
not taken into account for available storage space.
The sub -drainage area of approximately 0.45 acres consists of the entry driveway and one-
fourth part of the building is flowing into biofilter-3. The biofilter is sized to treat 0.5 inch of
first flush. The required water quality volume is approx. 410 cf and the biofilter is sized to treat
approx. 733 cf. The 2 -yr and 10 -yr discharge from the biofilter are 0.45 cfs and 0.78 cfs
respectively. In biofilters, the storage volume displaced by any plantings above the filter bed is
ignored. Also, any storage in the bio filter media void space is not taken into account for
available storage space.
The 2 -yr and 10 -yr discharge rates from the undetained sub -drainage area of 4.61 acres are 5.66
cfs and 7.42 cfs respectively. Thus the total 2 -yr and 10 -yr discharge from drainage area 1 are
which that of the predevelopment condition. Also
6.48 cfs and 9.12 cfs respectively loch is less than ,
P� Y
P P
a rain garden is proposed around the picnic pavilion to treat runoff from the roof. The rain
garden is sized to treat 1 inch of first flush. The required water quality volume is approx. 144 cf
and rain garden is sized to treat approx. 240 cf.
SUMMARY
Tlra:naep Aepa 1
TkalTlOp A1Pa 2
Area
Area 2 -Yr Runoff
10 -Yr Runoff 100 -Yr Runoff
100 -Yr Runoff
Acre cfs
cfs cfs
Predevelo meet
2.45 2.98
3.89 5.08
Post development
Sub -Drainage I =1.08 0.61
1.12 1.89
Undetamed =1.74 2.12
2.76 3.61
Total = 2.82 2.73
3.88 5.50
TkalTlOp A1Pa 2
Area
2 -Yr Runoff
10 -Yr Runoff
100 -Yr Runoff
Acre
cfs
cfs
cfs
Predevelo ment 5.83
6.97
9.13
11.96
Post development Sub -Drains = 0.45
0.45
0.78
1.22
Sub -Drainage = 0.82
0.37
0.92
1.76
Undetained = 4.61
5.66
7.42
9.71
Total = 5.88
6.48
9.12
12.69
Short Version BMP Computations For Worksheets 1-1
Modified Simple Method
Plan: The First Christian chruch Water Resources Area: Rural Area
Prepares. Brijesh Date: 2-W-07
Project Drainage Area Designation Biofiker-t
L stone pollutant export in pounds, L=(P(Pj)Rv/12I(C(A)2121
Rv mean mnoft ocemcient Rv=0.05+0.009(0
Pi small stone oc"Chon factor, 0.9
I percent imperviousness
P annual precipitation, 43" in Albemarle
A project area in acres in subject drainage area, f A
C pollutant wncentm0on, mill or ppm target phosphorus
f factor applied to RR
V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0 5112)/27
RR required removal, L(post) - f x L(pre)
%RR removal efficiency, RR700/L(post)
ImwrWn.�e rnw, r:n.nn„screen rral..m rn MI a fi-.
ne'�1
v i
0.31 53,7.
Ll' j
C I
f I I pre)'
I Rv(Pre) I
L(pre)
1(pos0
RR
% Fitt �AM Type
3.89
t.00-
_0.23
3.98
5.28
130
,.25 1 DevelopmenlArea
jLLOaft
q06
prost-development1T
1.06
2.64 I
1 58
'8Q% Dunking Water Watersheds
I.
3.02
Length
Width
subtotal
379.50 1778.00 0.0
x
a
U
H
380.50 2558.00 79.9
TYPE I TOTAL I
PERCENT
I C
I CA I
1-011
w
�;�i
TYPE I TOTAL I
PERCENT I C
I CA I
p�l��r•1..
TYPE TOTAL
1
CA
382.00 4208.00 265.9
Builtlin s
0.0%
1 i
Builtlin s
1
0.00
Buildings '85 -
18.1% '50 -
7663.50
Len?'th Width
no.
subtotall
Grass B Dirt
100.0%
i.
3201660
Gross&Dirt
100.0%
22767.00
i Grass B Dirt
325% '99.90
1 outlet structures
Road and Parkin Lot s-'
0.0%
x
t
r f
Road and Parkin Lot . •
0.0% _
0.00
Roatl, Parking Lot 8 T
-
1
74.20
Outlet structure 0
Sidewalk - `;'
0.0%
_+
0.00
Sidewalk : a ^T
0.0%
0.00
Sidewalk
*47116.00
39.6%
M63,60
wei r
Total 106722.00
100.0%
.iy>;
32016.80
Total 75890A0
100.0%
22767.00
1 1 1
9.8%6.00
name: emergency spillway
Total
100-0%
g
I
Average C =
0.30
Avera C -
0.30
coefficient 3.300
invert (ft) 380.500
Ave C =
0.64
I
multiple 1
discharge through dam
SWIM
ogaw
1 Inflow Hydrographs
ne'�1
v i
0.31 53,7.
Ll' j
C I
f I I pre)'
I Rv(Pre) I
L(pre)
1(pos0
RR
% Fitt �AM Type
3.89
t.00-
_0.23
3.98
5.28
130
,.25 1 DevelopmenlArea
jLLOaft
q06
0.72
1.06
2.64 I
1 58
'8Q% Dunking Water Watersheds
I.
3.02
187
80% Other Rual Land-�
rev. 30 May 2002
Source: Seelye Chart as modified in VDOT Drainage Manual (Appendix 6D-1)
Notes:
1) Length of overland flow always <= 300 it
2) Calculate a separate Tc foreach ground Grover condition along the flow path
Enter Length of Strip (ft)
Enter Slope (% or ft/100ft)
Enter Rational Method "C" value
10.23 Result Tc(minutes)
i
Source: SCS Velocity Graph as published in Virginia Erosion and Sediment
Control Handbook Third Edition
Notes:
7 Not intended for well -0 fi
e netl channels - se
we channel flow calculation
2 Calculate a se arate Tc /area
Ch round Grover condition aloe
the flowpath
9 9
P
Enter Len of Flow
Length (ft)
Enter Slope (%or fl/100ft)
0.52 Velocity (fUs) IF UNPAVED
0.65 Velocity (N/s) IF PAVED
0.00 1Res&dtTc (minutes) IF UNPAVED
0.00 Ittesuft Tc (minutes) IF PAVED
I
Source: Kirpich Chart as modified in VDOT Drainage Manual (Fig. 1.5.1.2 on Page 1-14)
Notes:
1) For small drainage basins.
2 For concrete channels, use D2'Tc
l Bottom Width (ft)
`'L a - Side Slope (Left)
Side Slope (Right)
_ Height (fl)
h 26.00 Cross Sectional Area (R"2)
26.31 Wetted Perimeter (fit)
0.99 Hydraulic Radius (R)
Channel Slope
"' Manning'n'
9.35 Velocity (ftisec)
Length of Flow (ft)
0.16 Result To (minutes)
Tc(TOTALI- 16.42 mins
BasinFlaW printout
INPUT:
Basin: Biofilter 1
3 contour Areas
2 -yr
Peak Discharge Q= CIA
C
A = 2 45 aces
2 -Yr Peak Discharge Qs = 1
2.98
lets
AS SHOWN
Date:
I
10 -Yr Peak Discharge Qro=
3.89
ch
BKT
Choked:
113M1; RBM
100 -Yr Peak Discharge Qroo=
5.08
Elevation(ft) Area(sf) Computed Vol.(cy)
44
w
w
Feel
U
379.50 1778.00 0.0
x
a
U
H
380.50 2558.00 79.9
TYPE I TOTAL I
PERCENT
I C
I CA I
1-011
w
TYPE I TOTAL I
PERCENT I C
I CA I
TYPE TOTAL
PERCENT C
CA
382.00 4208.00 265.9
Builtlin s
0.0%
0.00
Builtlin s
0.0%
0.00
Buildings '85 -
18.1% '50 -
7663.50
Grass B Dirt
100.0%
i.
3201660
Gross&Dirt
100.0%
22767.00
i Grass B Dirt
325% '99.90
1 outlet structures
Road and Parkin Lot s-'
0.0%
x
0.00
Road and Parkin Lot . •
0.0% _
0.00
Roatl, Parking Lot 8 T
-
74.20
Outlet structure 0
Sidewalk - `;'
0.0%
_+
0.00
Sidewalk : a ^T
0.0%
0.00
Sidewalk
*47116.00
39.6%
M63,60
wei r
Total 106722.00
100.0%
.iy>;
32016.80
Total 75890A0
100.0%
22767.00
Biofilter
9.8%6.00
name: emergency spillway
Total
100-0%
g
I
Average C =
0.30
Avera C -
0.30
coefficient 3.300
invert (ft) 380.500
Ave C =
0.64
I
multiple 1
discharge through dam
1 Inflow Hydrographs
! Hdrograh
TcfWA1=
10.42
F 10.42 mine
I
Modifiied-Rattional
TCn0TAL1=
5.00 mins
name: post dev captured
i
C 0.640
area (acres) 1.080
Realm Enter
Intensity
elum leader
Intensity
Iio file: a2
time of concentration (min) 5.00
Period Duration
Intensityb/d+Tc"e
e b tl
Period Durstion
Inpvlm bid+TC A.
e b d
_.
ReturIntensity
reCedi ng factor 1.670
2-..
4.1
;._- .:
2
4.1
'' 4.-a -- a
PeriodInti
b/ d+Tc Ae
e b d
0.50
.....
I
252
time increment
5
5
time limit (min) 1000.00
10
5.3
10
5.3
;� -
5
fudge factor 1.00
25
I
.25
106.7
'� ``
ur151.68(92
storm: crit. duration
ns
iterations)
50
50
25
volume (c )cr'
100 - _
6.9
;_ -. -,.
100
6.9
_ :: . _
50
peak flow (cfs) 0.862
100776.6
�=*•' _- "
intensity (in/hr) 1.247
Acceptable values for duration are between 5 and 60 minutes.
Acceptable values for duration are between 5 and 60 minutes.
time to peak (min) 5.000
Use values outside this range at risk.
Use values outside this range at risk.
Acceptable values for duration am between 5 and 60 minutes.
duration Of peak (min) 72.54
Use values outside this range at risk.
routed true
Peak Discharge Q= CIA
C
A = 2 45 aces
2 -Yr Peak Discharge Qs = 1
2.98
lets
AS SHOWN
Date:
10/12/07
10 -Yr Peak Discharge Qro=
3.89
ch
BKT
Choked:
113M1; RBM
100 -Yr Peak Discharge Qroo=
5.08
cfs
Peak Discharge Q = CIA
C = 0.30
A = 1.74 acres
2 -Yr Peak Discharge Qs
2.12
lots
AS SHOWN
Date:
10/12/07
10 -Yr Peak Discharge oro= 1
2.76
cfs
BKT
Choked:
113M1; RBM
100 -Yr Peak Discharge Qror= 1
3.61
Icts
Peak Discharge Q= CIA
C = 0.64
p = 1.08 saes
2 -Yr Peak Discharge Qr =
3.56
1cft
AS SHOWN
Date:
10/12/07
10 -Yr Peak Discharge Qlr=
4.59
cfs
BKT
Choked:
113M1; RBM
700-Vr Peak Discharge Qroo=
6.03
cfs
OUTPUT:
Routing Method: direct
Hydrograph 0
Routing summary of Peaks: post dev captured
inflow (cfs) 0.862 at 5.00 (min)
discharge (cfs) 0.610 at 79.50 (min)
water level (ft) 380.912 at 79.50 (min)
storage (cy) 121.270
Fri Dec 28 00:43:01 EST 2007
Page 1
'/PFA#
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 FAST HIGH SfREEr
CHARLOTTESVILLE, VA 22902
t: 434979-7522
If: 434977-1194
wvnv.mckeecarson.com
McKee Cason and Reid Sport Concepts, Ltd.
reserve theicommon law copyright and other
property rights in these drawings. All Ideas,
designs, sections, details, and pians ore the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, of copied in any
form or manner whatsoever, nor are then
to be aiiigded to any third party without
first obtaining the express permission and
consent of either McKee Canon or Field
Sport Concepts. Ltd.
�aQ,pLTH op
c,
ROBERT B. MCKEE9
7�3Q
0$ �4
O
G
S
O�
NAL
Revisions:
11/13/2007: COUNTYCONBi[ENT5
12/28/2007: COUNTY COM [M0E2,'l5
scale:
AS SHOWN
Date:
10/12/07
U
0618
Designed:
BKT
Choked:
113M1; RBM
x
z
44
w
w
Feel
U
z
x
a
U
H
o
1-011
w
Revisions:
11/13/2007: COUNTYCONBi[ENT5
12/28/2007: COUNTY COM [M0E2,'l5
Sheet No.:
SWM
01
10 of 19
scale:
AS SHOWN
Date:
10/12/07
Project No.:
0618
Designed:
BKT
Choked:
113M1; RBM
Sheet No.:
SWM
01
10 of 19
1 outlet Structures
100 -yr -peak
2 -yr -peak
BasinFlow printout
weir
INPUT:
INPUT:
length
(ft)
Basin: Biofilter 1
coefficient
3 Contour Areas
3 Contour Areas
invert (ft)
380.500
Elevation(ft)
Area(sf)
Computed vol.(cy)
379.50
1778.00
0.0
380.50
2558.00
79.9
382.00
4208.00
265.9
1 outlet Structures
100 -yr -peak
outlet structure 0
100 -yr
weir
INPUT:
name: emergency spillway
length
(ft)
0.700
coefficient
3 Contour Areas
3.300
invert (ft)
380.500
multiple
1
discharge
through dam
1 Inflow Hydrographs
discharge (cfs)
Hydrograph 0
0.00
modified -Rational
water level (ft)
name: post dev captured
C 0.640
Area (acres) 1.080
IDF file: a2
time of concentration (min) 5.00
receding factor 1.670
1 time increment 0.50
time limit (min) 1000.00
fudge factor 1.00
storm: peak intensity (zero duration)
volume (cy) 53.11
peak flow (cfs) 3.580
intensity (in/hr) 5.180
time to peak (min) 5.000
duration of peak (min) 0.00
routed true
OUTPUT:
100 -yr -peak
BasinFlow printout
100 -yr
Routing Method: direct
INPUT:
Basin: Biofilter 1
0618
Hydrograph 0
l d i"First Flush
'I Hydrograph 0
3 Contour Areas
Routing summary of Peaks:
post dev
captured
Area(sf) computed
inflow (cfs)
3.580 at
5.00
(min)
discharge (cfs)
0.000 at
0.00
(min)
water level (ft)
380.204 at
13.00
(min)
storage (cy)
53.131
380.601
at
Fri Dec 28 00:44:27 EST 2007
Page 1
name: post dev captured
C 0.640
Area (acres) 1.080
IDF file: a100
time of concentration (min) 5.00
receding factor 1.670
time increment 0,50
time limit (min) 1000.00
fudge factor 1.00
storm: peak intensity (zero duration)
volume (cy) 89.84
peak flow (cfs) 6.057
intensity (in/hr) 8.762
time to peak (min) 5.000
duration of peak (min) 0.00
routed true
OUTPUT:
100 -yr -peak
BasinFlow printout
100 -yr
INPUT:
INPUT:
Basin: Biofilter 1
0618
Basin: Biofilter 1
l d i"First Flush
'I Hydrograph 0
3 Contour Areas
0.0
380.50 2558.00
Elevation(ft)
Area(sf) computed
vol.(cy)
379.50
1778.00
0.0
380.50
2558.00
79.9
382.00
4208.00
265.9
1 Outlet Structures
13.00
(min)
outlet structure 0
380.601
at
weir
(min)
storage (cy)
name:
emergency spillway
Hydrograph 0
length (ft)
0.700
name: post dev captured
coefficient
3.300
C
invert (ft)
380.500
1.080
multiple
1
time of concentration (min)
discharge
through dam
1.670
1 inflow Hydrographs
0.50
time limit (min) 1000.00
Hydrograph 0
1.00
storm: crit. duration (85 iterations)
modified -Rational
198.85
peak flow (cfs)
name: post dev captured
C 0.640
Area (acres) 1.080
IDF file: a100
time of concentration (min) 5.00
receding factor 1.670
time increment 0,50
time limit (min) 1000.00
fudge factor 1.00
storm: peak intensity (zero duration)
volume (cy) 89.84
peak flow (cfs) 6.057
intensity (in/hr) 8.762
time to peak (min) 5.000
duration of peak (min) 0.00
routed true
OUTPUT:
10 -yr
BasinFlow printout
100 -yr
INPUT:
Routing Method: direct
i,
Basin: Biofilter 1
0618
3 Contour Areas
l d i"First Flush
'I Hydrograph 0
379.50 1778.00
0.0
380.50 2558.00
79.9
Routing summary of Peaks:
post dev
captured
t 382.00 4208.00
inflow (cfs)
6.057
at
5.00
(min)
discharge (cfs)
0.074
at
13.00
(min)
water level (ft)
380.601
at
13.00
(min)
storage (cy)
89.506
Provided Infiltration Volum.
Hydrograph 0
modified -Rational
Fri Dec 28 00:43:58 EST 2007
Page 1
OUTPUT:
Routing Method: direct
Hydrograph 0
j Routing summary of Peaks: post dev captured
inflow (cfs) 1.499 at 5.00 (min)
discharge (cfs) 1.119 at 60.00 (min)
water level (ft) 381.117 at 60.00 (min)
storage (cy) 144.096
Fri Dec 28 00:42:02 EST 2007
Page 1
Fe.lity Dra,re . Area
10 -yr
BasinFlow printout
100 -yr
INPUT:
87ory of
Basin: Biofilter 1
0618
3 Contour Areas
l d i"First Flush
Elevation(ft) Area(sf) Computed vol.(cy)
379.50 1778.00
0.0
380.50 2558.00
79.9
382.00 4208.00
265.9
t 1 outlet structures
t 382.00 4208.00
outlet structure 0
Marme Ossi n PorMinq dapah (dawn
weir
Outlet structure 0
name: emergency spillway
% Remov.t Rate =mwwm
length (ft) 0.700
coefficient 3.300
coefficient 3.300
R uiretl Filter Bed Area Aav =L
invert (ft) 380.500
multiple 1
multiple 1
ProvitlN Filter Bed Area =
discharge through dam
1 inflow Hydrographs
1 Inflow Hydrographs
Provided Infiltration Volum.
Hydrograph 0
modified -Rational
modified -Rational
name: post dev captured
name: pose dev
captured
C
0.640
Area (acres)
1.080
IDF file: a10
5.00
time of concentration (min)
5.00
receding factor
1.670
time increment
0.50
time limit (min) 1000.00
fudge factor
1.00
storm: crit. duration (85 iterations)
volume (cy)
198.85
peak flow (cfs)
1.499
intensity (in/hr)
2.168
time to peak (min)
5.000
duration of peak (min)
53.04
routed
true
OUTPUT:
Routing Method: direct
Hydrograph 0
j Routing summary of Peaks: post dev captured
inflow (cfs) 1.499 at 5.00 (min)
discharge (cfs) 1.119 at 60.00 (min)
water level (ft) 381.117 at 60.00 (min)
storage (cy) 144.096
Fri Dec 28 00:42:02 EST 2007
Page 1
Fe.lity Dra,re . Area
ifitilusaravii 4 s
BasinFlow printout
I
100 -yr
Im rvicus Area=
87ory of
Basin: Biofilter 1
0618
Water quality volume R aired -
l d i"First Flush
Elevation(ft) Area(sf) computed vol.(cy)
379.50 1778.00
aiombneon Treebnant Raioinpd •
F1162.75 cf
Filter BetlO tl =
R
BasinFlow printout
I
100 -yr
Filter betl Elevation=
fl
Basin: Biofilter 1
0618
Maximum Pondim De th=
22oZI1 leffa.1-FirstRuish'
Elevation(ft) Area(sf) computed vol.(cy)
379.50 1778.00
Permeations Ccemient k
Nda
79.9
382.00 4208.00
Dea' n Drama e T me t =
ea
t 382.00 4208.00
l outlet structure 0
Marme Ossi n PorMinq dapah (dawn
-e fl
Outlet structure 0
name: emergency spillway
% Remov.t Rate =mwwm
2.71
coefficient 3.300
O her Ru al Land
R uiretl Filter Bed Area Aav =L
111101111,41 sf
multiple 1
ProvitlN Filter Bed Area =
_ s/
1 inflow Hydrographs
Provided Infiltration Volum.
d
Treetnent Vuume R aired= fr3
STORAGE TABLE
EXxl1n Ma AW Mn dtwRa ImmwtW 4m6Mn.
nEMd'm VMme ygyrp
nl m m m raw m
21611omo t.a bae00m 2,tf16E0
TnaMent Volume Provided• 1 216111M lcf
Fri Dec 28 00:43:37 EST 2007
Page 1
Eau- DrainageArea =
10 -yr -peak
BasinFlow printout
I
100 -yr
INPUT:
27i" -6D l
Basin: Biofilter 1
0618
3 Contour Areas
22oZI1 leffa.1-FirstRuish'
Elevation(ft) Area(sf) computed vol.(cy)
379.50 1778.00
0.0
380.50 2558.00
79.9
382.00 4208.00
265.9
1 outlet Structures
t 382.00 4208.00
l outlet structure 0
1 outlet structures
Weir
Outlet structure 0
name: emergency spillway
length (ft) 0.700
2.71
coefficient 3.300
O her Ru al Land
invert (ft) 380.500
multiple 1
discharge through dam
1 inflow Hydrographs
Hydrograph 0
modified -Rational
E--�
name: post dev captured
C
0.640
Area (acres)
1.080
IDE file: a10
C
time of concentration (min)
5.00
receding factor
1.670
time increment
0.50
time limit (min)
1000.00
fudge factor
1.00
storm: peak intensity duration)
volume
peak flow (cfs)
4.607
intensity(in/hr)
6.666
time to peak (min)
5.000
duration of peak (min)
0.00
routed
true
OUTPUT:
duration of peak (min)
Routing method: direct
routed
Hydrograph 0
Routing summary of Peaks: post dev captured
inflow (cfs) 4.607 at
5.00 (min)
discharge (cfs) 0.000 at
0.00 (min)
water level (ft) 380.376 at
13.00 (min)
storage (cy) 68.373
Fri Dec 28 00:43:37 EST 2007
Page 1
Eau- DrainageArea =
_, -tim a sl
Pre)
100 -yr
Irrous Area=
27i" -6D l
INPUT:
0618
Water Ou6li V.IumeR uiretl MIr
22oZI1 leffa.1-FirstRuish'
3 contour Areas
1.52
Bior.bntion Trestmed Re aired=
226.29 <1
.iso tardion Treatment Provided = 1 245.00 Id
I
(pre) "Pref
Pre)
100 -yr
Basi nFl ow printout
%RR
INPUT:
0618
Basin: Biofilter 1
8.30
3 contour Areas
1.52
Elevation(ft) Area(sf) Computed
vol.(cy)
379.50 1778.00
0.0
380.50 2558.00
79.9
t 382.00 4208.00
265.9
1 outlet structures
I ' _..O 19j :T.XU t
Outlet structure 0
2.91 I
weir
2.71
name: emergency spillway
O her Ru al Land
length (ft) 0.700
coefficient 3.300
- invert (ft) 380.500
multiple 1
discharge through dam
1 Inflow Hydrographs
E--�
Hydrograph 0
illlllllllllll�
modified -Rational
name: post dev
captured
C
0.640
Area (acres)
1.080
IDE file: a10o
'
time of concentration (min)
5.00
receding factor
1.670
time increment
0.50
time limit (min) 1000.00
fudge factor
1.00
storm: crit. duration (82 iterations)
volume (cy)
278.71
peak flow (cfs)
2.313
intensity (in/hr)
3.347
time to peak (min)
5.000
duration of peak (min)
47.54
routed
true
OUTPUT:
Routing method: direct
Hydrograph 0
Routing summary of Peaks: post dev captured
inflow (cfs) 2.314 at 5.00 (min)
discharge (cfs) 1.890 at 53.50 (min)
water level (ft) 381.375 at 54.00 (min)
storage (cy) 175.061
Fri Dec 28 00:42:37 EST 2007
1
Page 1
Short Version EIMP Computations For Worksheets 1-1
Modified Simple Method
Plan: The First Christian Chruch Water Resottrces Area: DevelopmentArea_-
Prepares Brajesh Date: 2.001-07
Project Drainage Area Designation Point B-Biofilter-2
L storm pollutant export in pounds, L = [P(Pj)Rv/12 j (C(A)2.72 J
Rv mean runoff confident Rv = 0.05 * 0.0090)
P) small storm correction factor, 0.9
I percentimperviousness
P annual precipitation, 43" in Albemarle
A pmjed area in arms in subject drainage area, A _=M.
C pollutant cencentiafion, mge or ppm target phosphorus
I factor applied to RR
V required treatment volume in cy, 0.5" over imperv. area = A(I)43580(0.5/12y27
RR required removal, L(post) - f x L(pre)
%RR removal efficiency, RR100/L(pos0
Imoervious Cover Combination Ivalum In feel a sauam feed
1(Pre)
0.27
New Emuel.rit IF., Develbement Areas. exisenn Mnervioua cover <• 10%1
C II
(pre) "Pref
Pre)
L(Post)RRj.
Date:
%RR
Area Type
0618
0.23
8.30
9.82
1.52
15%
DevelopmentArea
' ;00
0.141
2.54
4.91
2.37
4tl,A
Drinking Water Watersheds
I ' _..O 19j :T.XU t
1%1 0.141
2.91 I
5.81 1
2.71
4 /j
O her Ru al Land
�
V
�
E--�
fi`fSxS+.f�',
illlllllllllll�
- ^-ie�.
vl=f'�+��
!1
yP
Rt'4. k�SA"
'
pper�¢,
nlAs'rF
v1 „RYt.iX:
e
K�:
•� X'
.ria
'
°i`T°..�.Feti.Y§:"a�,
t
r
r
�-
(ti aytima4h.,5ra Its
Area••
IIIIIII,i
1
_®®
7
yards and cullwalandl turf
0.08 =
Active crop .1.
Jiiiiiiiiiiiiiiiiiiix
�
4�.�
Other Innipervious Antes
12
Area 3
Impervious cover
1(Pre)
0.27
New Emuel.rit IF., Develbement Areas. exisenn Mnervioua cover <• 10%1
C II
(pre) "Pref
Pre)
L(Post)RRj.
Date:
%RR
Area Type
0618
0.23
8.30
9.82
1.52
15%
DevelopmentArea
' ;00
0.141
2.54
4.91
2.37
4tl,A
Drinking Water Watersheds
I ' _..O 19j :T.XU t
1%1 0.141
2.91 I
5.81 1
2.71
4 /j
O her Ru al Land
- min. venues
rev. 30 May 2002
I(Poet)
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434-979-7522
f: 434977-1194
V .rllckeecarson.cnm
McKee Canon and Field Sport Concepts, Ltd.
reserve theircomnton law copyright and other
property rights in these drawings. Al ideas.
designs, Sectbm. details, and pram are the
property of McKee Carson and Field Spon
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
forth or manner whatsoever, nor are they
to be of digbed to any third pony without
first obtaining the express permission and
consent of either McKee Canon or Field
Sport Concepts, Lid.
a$NLTH Op
L'ROBERT B. MCKEE9
.a 7 8
y01
���
/O Lv1
Revisions:
11/13/20ft7: COUNTY CON092- 5
12/28/2007: COUNTY COMIt4QJT5
Scale:
AS SHOWN
Date:
10/12/07
Project No.:
0618
Designed:
�
Checked:
z
Z
w
U
�
V
�
E--�
!1
Revisions:
11/13/20ft7: COUNTY CON092- 5
12/28/2007: COUNTY COMIt4QJT5
Sheet No.:
SWM
0
11 of 19
Scale:
AS SHOWN
Date:
10/12/07
Project No.:
0618
Designed:
OT
Checked:
JHM; RBM
Sheet No.:
SWM
0
11 of 19
Source: Seelye Chart as modified in VDOT Drainage Manual (Appendix 6D-1)
Notes:
1) Length of overland flow always <= 300 ft
2) Calculate a separate Tc for each ground cover condition along the flow path
Enter Length of Strip (ft)
Enter Slope I% or f /100ft)
Enter Rational Method "C" value
12.04 Result Tc (minutes)
Source: SCS Velocity Graph as published in Virginia Erosion and Sediment
Control Handbook, Third Edition
Notes:
1) Not intended for well-defined channels - see channel flow calculation
2 Calculate a se smite To for each ground cover condition along the now path
Enter Length of Flow (1t)
Enter Slope (% or w100ft)
0.65 Velocity (ftls) IF UNPAVED
0.81 Velocity (Ws) IF PAVED
0.00 Result To (minutes) IF UNPAVED
0.00 Result To (minutes) IF PAVED
Source: Kirpich Chart as modified in VDOT Drainage Manual (Fig. 1.5.1.2 on Page 1-14)
Notes:
1) For small drainage basins.
2) For concrete channels, use 0 2-Tc
Bottom Width (ft)
Side Slope (Left)
_ Side Slope (Right)
Height (ft)
10.00 Cross Sectional Area (ft -2)
20.10 Wetted Perimeter (ft)
0.50 Hydraulic Radius IF)
Channel Slope
Manning 'n'
3.56 Velocity (fusec)
Length of Flow (ft)
0.00 Result Tic (minutes)
Tclrorul= 12.04 mins
1 outlet Structures
6.97
cfs
2 -yr
Basi nFlow printout
Routing Method: direct
weir
9.13
INPUT:
name: emergency spillway
length (ft)
4.000
Basin: Biofilter 2
coefficient
3.300
388.00 4827.00
3 Contour Areas
387.000
0.0
multiple
Elevation(ft)
Area(sf)
computed vol.(cy)
386.00
2452.00
1 Inflow Hydrographs
0.0
387.00
3564.00
invert (ft) 387.000
110.8
388.00
4827.00
discharge through dam
265.6
1 outlet Structures
6.97
cfs
outlet structure 0
INPUT:
Routing Method: direct
weir
9.13
cfs
name: emergency spillway
length (ft)
4.000
100 -Yr Peak Discharge Qra=
coefficient
3.300
388.00 4827.00
invert (ft)
387.000
0.0
multiple
2.803
1
discharge
through
dam
1 Inflow Hydrographs
at
coefficient 3.300
Hydrograph 0
invert (ft) 387.000
386.421
modified Rational
13.00
discharge through dam
name: post dev captured
C 0.660
Area (acres) 0.820
IDF file: a2
time of concentration (min) 5.00
receding factor 1.670
time increment 0.50
time limit (min) 1000.00
fudge factor 1.00
storm: crit. duration (119 iterations)
volume (cy) 137.51
peak flow (cfs) 0.428
intensity (in/hr) 0.790
time to peak (min) 5.000
duration of peak (min) 138.04
routed true
OUTPUT:
Routing Method: direct
Hydrograph 0
Routing Summary of Peaks: post dev captured
inflow (cfs) 0.428 at 5.00 (min)
discharge (cfs) 0.365 at 143.50 (min)
water level (ft) 387.092 at 144.00 (min)
storage (cy) 122.619
Fri Dec 28 10:45:48 EST 2007
Page 1
Average C = 0.31
Tcpprnu= 12.04 mins
aoo
Acceptable values for duration am between 5 and 60 minutes.
Use values outside this range at nsk.
Peak Discharge Q = CIA -
C = 0.31
A = 5.83 acres
2 -Yr Peak Discharge Qs =
6.97
cfs
BasinFloW printout
INPUT:
Routing Method: direct
10 -Yr Peak Discharge Qru=
9.13
cfs
Basin: Biofilter 2
Elevation(ft) Area(sf) computed vol.(cy)
386.00 2452.00
Acceptable values for duration am between 5 and 60 minutes.
Use values outside this range at nsk.
Peak Discharge Q = CIA -
C = 0.31
A = 5.83 acres
2 -Yr Peak Discharge Qs =
6.97
cfs
BasinFloW printout
INPUT:
Routing Method: direct
10 -Yr Peak Discharge Qru=
9.13
cfs
Basin: Biofilter 2
Elevation(ft) Area(sf) computed vol.(cy)
386.00 2452.00
100 -Yr Peak Discharge Qra=
11.96
jcF5
2
-yr -peak
Bd S1nF10W printout
BasinFloW printout
INPUT:
Routing Method: direct
Basin: Biofilter 2
7,42
3 Contour Areas
Basin: Biofilter 2
Elevation(ft) Area(sf) computed vol.(cy)
386.00 2452.00
0.0
387.00 3564.00
110.8
388.00 4827.00
265.6
1 outlet structures
0.0
outlet structure 0
2.803
weir
5.00
name: emergency spillway
discharge (cfs)
length (ft) 4.000
at
coefficient 3.300
(min)
invert (ft) 387.000
386.421
multiple 1
13.00
discharge through dam
storage (cy)
1 Inflow Hydrographs
Hydrograph 0
length (ft) 4.000
modified -Rational
2007
name: post dev
captured
C
0.660
Area (acres)
0.820
IDF file: a2
'j time of concentration (min)
5.00
!, receding factor
1.670
time increment
0.50
time limit (min) 1000.00
Hydrograph 0
fudge factor
1.00
storm: peak intensity
(zero duration)
volume (cy)
41.58
peak flow (cfs)
2.803
intensity (in/hr)
5.180
time to peak (min)
5.000
duration of peak (min)
0.00
routed
true
OUTPUT:
5.66
are
BasinFloW printout
Builtlin s
Routing Method: direct
10 -Yr Peak Discharge Qro=
7,42
1cls
Basin: Biofilter 2
Hydrograph 0
23.5%
100-Vr Peak Discharge Qmw=
9.71
cfs
Routing Summary of Peaks:
post dev
captured
0.0
inflow (cfs)
2.803
at
5.00
(min)
discharge (cfs)
0.000
at
0.00
(min)
water level (ft)
386.421
at
13.00
(min)
storage (cy)
41.601
length (ft) 4.000
Fri Dec 28 10:48:04 EST 2007
Page 1
Average C = 1 0.32
Tcrrorur= 12.04 mins
Acceptable values for duration are between 5 and 60 minutes.
Use values outside this range at risk.
Peak Discharge Q = CIA
C = 0.32
A = 4.61 acres
2-Vr Peak Discharge 01= 1
5.66
are
BasinFloW printout
Builtlin s
Interni b/ d+Tc "e
10 -Yr Peak Discharge Qro=
7,42
1cls
Basin: Biofilter 2
emergency spillway
23.5%
100-Vr Peak Discharge Qmw=
9.71
cfs
OUTPUT:
Routing Method: direct
Hydrograph 0
Routing summary of Peaks: post dev captured
inflow (cfs) 1.066 at 5.00 (min)
discharge (cfs) 0.921 at 68.50 (min)
water level (ft) 387.170 at 68.50 (min)
storage (cy) 132.747
Fri Dec 28 10:46:04 EST 2007
Page 1
TYPE
Tap011-1 5.00 mins
10 -yr
PERCENT
BasinFloW printout
Builtlin s
Interni b/ d+Tc "e
INPUT:
_l 3417.30
Grass & Dirt
Basin: Biofilter 2
emergency spillway
23.5%
3 Contour Areas
Road, Parking Lot a
Sidewalk
Biofilter
6.7
Elevation(ft) Area(sf) Computed
vol.(cy)
386.00 2452.00
0.0
100.0%
387.00 3564.00
110.8
1
388.00 4827.00
265.6
dam
1 outlet structures
0.00
(min)
outlet structure 0
386.530
at
weir
(min)
storage (cy)
name: emergency spillway
length (ft) 4.000
Fri Dec 28 10:47:15 EST
2007
coefficient 3.300
invert (ft) 387.000
multiple 1
discharge through dam
1 Inflow Hydrographs
Hydrograph 0
modified -Rational
name: post dev
captured
C
0.660
Area (acres)
0.820
IDF file: a10
time of concentration (min)
5.00
receding factor
1.670
time increment
0.50
time limit (min) 1000.00
fudge factor
1.00
storm: crit. duration
(63
iterations)
volume (cy)
163.97
peak flow (cfs)
1.065
intensity (in/hr)
1.969
time to peak (min)
5.000
duration of peak (min)
62.58
routed
true
OUTPUT:
Routing Method: direct
Hydrograph 0
Routing summary of Peaks: post dev captured
inflow (cfs) 1.066 at 5.00 (min)
discharge (cfs) 0.921 at 68.50 (min)
water level (ft) 387.170 at 68.50 (min)
storage (cy) 132.747
Fri Dec 28 10:46:04 EST 2007
Page 1
TYPE
Tap011-1 5.00 mins
TOTAL
PERCENT
C CA
Builtlin s
Interni b/ d+Tc "e
10.7%
_l 3417.30
Grass & Dirt
5
emergency spillway
23.5%
2509.20
Road, Parking Lot a
Sidewalk
Biofilter
6.7
52.3%
13.5%
16774 20
965.40
Total
35626.00
100.0%
23666.10
Avera e C = 0.66
Return
Enter
Intensity
Period
Duration
Interni b/ d+Tc "e
2
0618
5.2
5
emergency spillway
length (ft)
10
6.7
25
post dev
invert (ft)
50
inflow (cfs)
multiple
100
1
8.8
Acceptable values forduralion are between 5 and 60 minutes.
Use values outside this range at risk.
Peak Discharge Q = CIA
A = 0.82 acres
Basi nFlowprintout 10 -yr -peak
INPUT:
Basin: BiOfilter 2
3 Contour Areas
Elevation(ft) Area(sf) computed vol.(cy)
386.00 2452.00 0.0
387.00 3564.00 110.8
388.00 4827.00 265.6
1 Outlet Structures
Scale:
Outlet structure 0
Date:
Routing method: direct
weir
0618
Designed:
name:
emergency spillway
length (ft)
4.000
coefficient
3.300
post dev
invert (ft)
387.000
inflow (cfs)
multiple
at
1
discharge
through
dam
1 Inflow Hydrographs
0.00
(min)
Hydrograph 0
386.530
at
modi fi ed -Rational
(min)
storage (cy)
aaso
oo
a•
name: post dev captured
C 0.660
Area (acres) 0.820
IDF file: a10
time of concentration (min) 5.00
receding factor 1.670
time increment 0.50
time limit (min) 1000.00
fudge factor 1.00
storm: peak intensity (zero duration)
volume (cy) 53.51
peak flow (cfs) 3.607
intensity (in/hr) 6.666
time to peak (min) 5.000
duration of peak (min) 0.00
routed true
OUTPUT:
Scale:
ASSHOWN
Date:
Routing method: direct
Pryect No.:
0618
Designed:
BT
Hydrograph 0
JHM; RBM
Routing Summary of Peaks:
post dev
captured
inflow (cfs)
3.607
at
5.00
(min)
I discharge (cfs)
0.000
at
0.00
(min)
water level (ft)
386.530
at
13.00
(min)
storage (cy)
53.535
Fri Dec 28 10:47:15 EST
2007
Page 1
A jm
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t 434979-7522
f: 434977-1194
www.mckeecorson.com
McKee Carson and Field Sport Concepts, Ltd.
reserve their common am, copyright and otter
properly, rights in these drawings. All Ideas,
designs, sections. details, and plans are the
property of McKee Carson and Field Sport
Concepts. Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be a$ignetl to any third party without
first obtaining the express permission and
consent of either McKee Corson or Field
Spat Concepts, Ltd.
TH OF
i2
ROBERT B. MCKEE9
.q 77fp3
A 1!
IO AL roti
U
P
�D z
U :E z
Z
H z
x � H
U �
H
1"t"I
Revisions:
11/13/2007: COUNTY CON04E NTS
12/28/2007: COUNTY COMMENTS
Of L7
Scale:
ASSHOWN
Date:
10/12/07
Pryect No.:
0618
Designed:
BT
Checked:
JHM; RBM
Of L7
General Construction Notes for
Erosion and Sediment Control Plans
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO
PRECONSTRUCTION CONFERENCE ONE WEEK PRIOR TO COMMENCEMENT
OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED
AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS
OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA
3. REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
ALL EROION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO
OR AS THE FIRST STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE
MAINTAINED ON THE SITE AT ALL ATIMES.
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 CONTt ACTOR SHALL SUBMIT A
SUPPLEMENTARY EROSION AND SEDIMENT CONTROL PLAN TO THE OWNER
FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6. EROSION CONT OL (MEASURES NECESSARYSTOLPREVOENTOEROSIONDAND NAL
SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
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 ACHEIVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN
APPROVED FILTERING DEVICE.
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 FFECTIVENESS OF
THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM APPROVED, DESIGNATED BORROW
AREA
VARIABLE WIDTH R/W �1^0 FT ->
426-150 & G OF ,- /.
(Q.g.523-474,D.6. c r�,C,� _ /
HWY.P.B.IV-70 & 711 t 1v' ; /
S J
/
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OCONSTRUCTION ENTRANCE cgk
CE E. & S. STD. & SPEC. NO. 3.02
SF WIRE SUPPORTED SILT FENCE
E. & S. STD. & SPEC. NO. 3.05-1 -x X X-
OTEMPORARY DIVERSION DIKE
DD E. & S. STD. & SPEC. NO. 3.09
TEMPORARY FILL DIVERSION
E. & T
S S D & PEC NO .10
O
S 3
OTEMPORARY SEDIMENT TRAP
E. & S. STD. & SPEC. N0. 3.13
OOUTLET PROTECTION
E. & S. STD. & SPEC. N0. 3.18
- - -'\ _ , h,. . __ - _ __ __ \ � ROCK CHECK DAMS
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. - , - _ �P CD E. & S. STD. &SPEC. N0. 3.20
EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMP, \ - ---- O_
WOOD, RUBBISH, AND OTHER DEBRIS. \1 � -_ _ tit -G U� \ \ � \ `\ \ \
\ \ \ - r " � = Qo \ �- TO TOP SOILING
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF - - _ , a - - _ O�w,\�m --
COMPLETION PER ZONING ORDIANCE SECTION 5.1.28. - __ __ -_ _ - _ _ - _ - - _ Q ` E. & S. STD. &SPEC. NO. 3.30
TEMPORARY SEEDING
\ - _ _ k Com,. �� . ` TS
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH \ \ - - ,,,,,� _ \ 45 1 \
SECTION 13-301 OF THE CODE OF ALBEMARLE. _ E. & S. STD. & SPEC. NO. 3.31
_ t: _ __ \ \
14. BORROW, FILL, OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER - __ \ - __ - - - -- __ ._ _ - - - - � \
EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. __ - - _ - �' \ \� \ ��� \ pg PERMANENT SEEDING
__ S h> x \ 75' SETBAgK �f-'� ` \ E. & S. STD. & SPEC. NO. 3.32
15. BORROW FILL, OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE - -"� µ SF �`\ - - -�
\ _ ti� y - -�-- `\ 1 \ MU MULCH{NG
MANNER `THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY _ --- "I" C } t= - O
HAZARD TO PERSON, PHYSICAL DAMAGE, TO ADJACENT LAND AND /�'-'"�'� ----_ --- _-_ - -I --- X * 1` �X �� \ E. & S. STD. &SPEC. NO. 3.35
IMPROVEMENTS AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, 75' SETBA K - - - - - - - - - p M ` \
SINKING, OR COLLAPSE. - --� - _ - - - - � _ ,x \� \ \ ` \ E SOIL STABILIZATION BLANKET MATTING
/ \� _ -� - - - a �� S ,\ ` \ E. & S. STD. &SPEC. NO. 3.36
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN REMOVE \ - - _ - - \ ' F N p ''� �\ \ \ \
OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES ;/ \ ���.�� --.-- �\ �' 1;`4 \ � � 11 \ \
WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS -_ �, t�'a \ INV IN � \ \ Tp TREE PRESERVATION & PROTECTION x X
RTI N �' \ \i \ X ,.,,1 E 378.00 \ �
\ � \ O E. & S. STD. &SPEC. NO. 3.38
PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR PO 0 \ APPROXIMATE \ rn p ;,, , \\ \ \1 \ I
OF THE PROPERTY. / \\ _� t \ END SECTIOIJ \
\ • WELL LOCATION ST,ANDAR� '� D\ T \ \ I
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. / , ��\ \ OUT - k � ES_1 \ \ �, I DUST CONTROL
I TO BE 75 LBS/ACRE AND IN MONTHS OF SEPTEMBER TO FEBRUARY / i\ ) .Q - '� I \ ` \ �, O E. & S. STD. &SPEC. NO. 3.39
TO CONSIST OF A 50/50 MIX OF ANNUAL RYEGRASS AND SEREAL WINTER RYE, I _ - {` \ \
OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RTYE OR MAY THROUGH / i �- _ `\� // �,N'V O 82 p TREELIM IS TO BE CONSIDERED \ ! gF BAFFLE
AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULG`H IS TO BE APPLIED - - \ _ / 378.00 AS LIMI OF DISTURBANCE \ ` _ \ \
AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY - �---- • STANDARD VDOT
/ v :I' ( .I P, V \
EROSION CONTROL INSPECTOR. I END SECTION f WHER VER LIMIT OF C'Ofv`:FETE \ m
- /- E� 2 _-, �'f = _ DISTU NANCE LINE IS NOT SHOV N. � V�AL� �,, o SEDIMENT TRAP DRAINAGE AREA DA ��
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER PERMANENT // /� + - __ _ _ / i _ - \`` !" ,4 s SF v- .�
SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED " - P --�\ �\ I \ /--RIPRAP I \ \
AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER / I I• - _ - -\ I.V "�� D50 = 2" I `m '�' ` \.\ LIMIT OF DISTURBANCE
SHALL BE APPLIED TO 1000LBS/ACRE AND CONSIST OFA 10-20-10 NUTRIENT MIX. I /' -! // / - ' _ - - I¢ \\ \\ `�_ `t' / TP I ' )
PERMANENT BEDDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95/° / / / - -- - \,
KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY / \ / / , ' _--- t i \ \\\ �� °a I \� ` \ NOTE: TREELINE IS TO BE CONSIDERED AS LIMIT OF DISTURBANCE
/' / -_ - �-\ \- '~ =� - O / n I WHEREEVER LIMIT OF DISTURNANCE LINE IS NOT SHOWN.
BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT SOLES/100SF. ALTERNATIVES \ -/� / C"\ r; -- MU 1
�- _ / / - - �- _ - Jr- _
ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. � \ \ / - / - , - \ \ \ \ _'� _ 8 _ N / 1 `, ,
19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH \ \ / _ / / : - - r \ ,� x '' 1 P `�-� /
/ _ \\� t , _ EC / k II TREE PROTECTION FENCE (REFER TO EROSION AND SEDIMENT CONTROL
RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTUAL MEASURES IS TO BE �;,. • • � / / / // / i � � - _ _ -- � r ,•,• �-- _ �� \ � \� y x�>;�'` \ ` � + / \ TP
REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF WET / / - - - _ -- "� _ \ --m-\� - - ._- \ �� `� S i l d O DU PSTER ON O DETAIL PLAN - SHEETI8 FOR THE TREE POTECTION FENCE DETAIL!.
- - ; / / __ \
STORAGE VOLUME IS FELLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE / / / ,/ / / _ . - _ - - r \ \ 4 Y t �� _ CONCRETE PAC ` CONTRACTOR TO INSTALL TREE PROTECTION FENCE ALONG THE
RESEEDED WHEN NECESSARY TO ACHIEVE GOOD STAND OF GRASS. SILT FENCE / / _ - _ - \
AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR �/ ;i0 / - - 0 \\_ \ \ _ z 1� I FUTURE $EE ETAILS I PROPOSED TREE LINE.
/ / / / / / �-•- - - 4 �� r I PICNIC / ` I
HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. / / .-, _ - _ - _ - �_:__- - � - PAVI ON` o
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE / / / /'' / /// �' , /' / / / /' /' / - - - _ _ -- - - - . �� _ (bY Q1 HERS) /`
REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION WHEN MEASURES, / / ; / // / / /' / = / = - - - - -- - - -- FFE 390.25 ` I \ i'
ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION / // / / / / / / 1 // - ; ' - 9 - -- 'i i
CONTROL INSPECTOR. ' / / 11 / - - - _ -
21, THE MOVEMENT OF HEAVY EQUIPMENTS AND STORAGE OF ALL MATERIALS OUTSIDE //� /' , - ' / /' " / /' / / / '' - / % - _ - - - DD M - � 8 J3AP 9 .50
THE LIMITS OF THE CONSTRUCTION PROHIBITED. NO TREE REMOVAL OR GRADING - - 1` i
WILL OCCUR WITHIN THE 75' SETBACK ADJACENT TO THE ROUTE 250 EAST. i� // / _ ' -1 ' // /, / - _ - / / -' U 5 - „� ,:; `_ - 8 -/ 15' Y,A.RD
/ / / /' / / / / / // /; / / -' _ �- -- r ,, -�. p � ' 8 , ' \ / DRAIN INLE, /�
/ - / /' / / / / ' - �- _ " 4 RIPRAP \ / TOP 38?
/ / / / / / / / / / ' / / , ' " - � / sip TP SF -.,. `'; �.� 5 0 = 3 / . N V g� -3 5?Z
(VI 15 VESCH) - �� - __ _ \ / FORTSTV T
General E&S Control Notes. / - / - - ' - ' , - _ _ S of ��
' /' - ' /' - ' z N 1X - -- - -�
/ / / / / ' � � / , - / / �,_ _ - ' \.\M\ 4gP _ - -- ',M i/ \CONTROL PU POSE
ES -1. UNLESS OTHERWISE INDICATED ALL VEGETATIVE AND STRUCTURAL EROSION AND ; / ; ' / / / / ' - - / /� " " _ _ - O - _ _ - - - -- _ _ - \
SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING / / ' �� / /- / / - -, - - - �-
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND / / /' / / / / / - - - - - -:X---- -X� - - ,.j ' � -
SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION / / �� / / - - / / / / _ ' � 90 I 1
;ARID €Dl(:A€HJT GO�JT�OL €GUL TIO(��. , - �� y
ES -2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE / / / ' - ' ; / » / / -" - - - - _ _ _ 3 :134 ,. �,, �.�, $$ i3 ' �_,.` 1 �/ / /
PRECONSTRUCTiON CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND / / / / / �' / / I_ _ RIM EL. 393.28 \ ; /
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ! / �/ / / /' -' DA ` *� / / \
/ - / a \ /
..:..
ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE / i / / �E, Y+ -- +: ) /
TEP IN AND CLEARIN / / �F - \ C I ice'' fir; 394Zi9 "` I
FIRST S L G. / THE TREE PROTECTION SHOWN AROUND THE \��t� '��o �/ '*` ;�, s; ` S 1 ( /'
ES -4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED WHITE OAK AND DOUBLE HICKORY IS TO BE / 'V � R' \:; ,a I. _ ) _ / / ` \
::
ON THE SITE AT ALL TIMES. ; / / INSTALLED AT THE DRIP LINE OF BOTH TREES , -- �' ;�\G I\ �, o �6 TOP 394 v 3 \ i / , ; /
S �•, �.. _ r..
/
PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED / ' - -��,, oV� /� _ - - - -- -_ __ - -- i C�uuN�rvUT- � \ ""T"r .. -► P / /
ES 5 T FF -SITE BORROW OR WASTE AREAS), ' ' / /� - ' - / i' \P' / _ / " _- I I , / /\
ON HESE PLANS (INCLUDING BUT NOT LIMITED TO O / / / '. _ __ / / ° - 4 pVC ROOFDRA!t! - - - � _ _ s : I / / \\
THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE � ;' / / - / � � p c ,� rn 1 �( / � / \
OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. / / / / �� � o a, TY. v, 4)
/ / / / o = _Y :� i I /` / // / T.M.79A11IC11-41
ES -6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION i / / ; �" / DOUBLE - l N TR T
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS / / - = I - - - - - _ �n i I / / \ - W.A.O.LA D US
/ / / / H/CKORY - - n T - OHC. - ! i , i _ D.B.1457-735
DETERMINED BY THE PLAN APPROVING AUTHORITY. / / / / :? n"' Y .RJ I1�L� - - __ - - �LK & I I
/ I __ `�- ITYP OF 9i - - - / j D.B.280-335 PLAT
E -7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT /' // // /' / /� // 36" - \ AMP, I ) l /
S TI ITI URIN IT ENT UNTIL / T - �' / I - G ij I r `. I // / \
n /
ALL TIMES DURING LAND DISTURBING AC V ES ANDD G S E DEVELOPM / / / /' / O WH/TLV F, PVC ROOF DRAT \ r \ i,
FINAL STABILIZATION IS ACHIEVED. / / / / i OAK -1 o \ 3'3 1 f` / '
/ \ =3 1 i / // / \
ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING `_ / / / ' ,/ �/ - �4� \ / ' / --
DEVICE. �' // /' / �" /' ,/ //' ) �!' __ - __ i i 7 r: J� / 1 / / \.\
ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND \ /' // /' ,// \% /, I = DA G oA I 7` r. DA ' I Ir ;' l \/ // // / --
AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP /' / / / \ CHRISTIAN - �. 391. l i' i ///111 / - `
TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE i / \ ' / / I 3: 95.3 L I i / / i / -
/ / / / CHURCH
IMMEDIATELY. / \ / \� R (BY OTHI RS) / /- °' f 393 8 3 "z' r ! r / / / -_
/ //\\ // // / \, / / STOCKPILE/ i FFE 39� 5o t / ' /- \
I \� / \ / / t i / %\i /
/ / ' / / / TO I / f I / / / /
/ / /\ �\ SF / / / / I I !i \�\
/ / i ,/ �' � \1' �j ' N /'O ,/ c° _ , II ► i 11 r'' \
Notes / / / / / / \ � 4' C.i.P I RIM EL. 393.66 / / / i / *' ` y / l ! i ' 1 I
/ / // / / \ '9F O -\ CONCRETE I / / ; / /' / i I I I i / / \
/ / �/ F Sic ' \ / b r ! i I i / \
/ / / / ! / \ STO TS ///{� O / ""�* - . "-.,1.•" _ = -- ; r l 1 0 1 r i I I 1 \ \, \
/ i / M/ �tiA�! / / I
1. REQUIRED FILL FOR THIS SITE MUST COME FROM A BORROW SITE WITH AN APPROVED / / / i \ Re pFF �� � / ; f / F: r / I � I \ \\
E& PLAN. NAME AND ADDRESS OF THE OWNER MUST BE PROVIDED TO THE COUNTY I I/ ! / / I q '\. I / -0 H , / /` ;; �' DD � 1 I I \
TOSVERIFY AT OR BEFORE THE PRE CONSTRUCTION MEETING. IF THE SITE IS STILL I I / / ,/ / / / \ �C'F TP / / / b w„ , / 5 / / ,,, 1 ! I ! 1 I \ \
UNKNOWN AT THE TIME OF CONSTRUCTION, THE CONTRACTOR MUST USE FILL FROM I r I ( / �; I \ \,\ , / �, - ,� / ! l , \
AN APPROVED SUPPLIER. 1 ; -. i i l I \ \ \
I 1 ,I 1
I
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I AN )MEN C / \
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I l I l4� - , � , � T \ ,
1992 VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION AND \ \ 1 \ �, IM EL. 393.2a/ i L. 3 x -` r <:/ , 1 \ \
SHALL BE IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING \ ) / \ -- ! T 1 \ \ \
ACTIVITY. \ \` \ \ \ i I I // \ � 3 �� 7 r pS 4 I I I I \ \
\\ �\ �\ �� t i / TOW 401 / :< 9.61 /' � I I I I I � \
3. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND `\ \� . I I I I \ i
REPAIRED AS NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY �� ��\ �� \ \ / ' 5 �/ I 1
STABILIZED. MAINTENANCE AND REPAIR SHALL BE IN ACCORDANCE WITH THE \ \ \ / \ - / o �"': I I \ \
METHODS OUTLINED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK �\ \ �� 4: I.P / �' - g '' / / I I I '\ I ,
FOR EACH CONTROL MEASURE SPECIFIED. i \ \ - \ \ / \ 2, NCPETE / r / / I \ \
j
\ \ \ \ \ \ / y7S• 'N Y •r�' Tk'E ` i,.,4.s,�.,,�r d -. 4 i / I ! 1 I \ 1 \ \ \ \
\ `i\\\\\ \ / / / / / - v\/A�L // / Q, a'�!. a -'S' n'� x _ w / I I I I I I \ \
4. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, \ \\ / / ,_ \ / / ' � � 3 x ,_ I j \ \
AFTER EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL. _ _ �\ \ \ �\ -\ \ / \ u''" s ! I \
\ ``\ \ ` \ \`\\ \ \ �'- // /� i �� i ' > "'t / kyr �"' / I I ' I ( I I ,\ \ \ \\
5. PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL \\ \ \ �� ��� ` - -- - - - / / // \ /' / y r n x , ,d ; � y� ! I ( 1 ! \ \ \ \
DISTURBED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY _ �\ \ 1 / / /'
PORTION OF THE SITE. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL I \ �� ����- / / / // �" / , , / °� / - - 4 4 +' / �`'' '� F I I I \ 1 \ \ \ �'
BE HALTED FOR LONGER THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE \ �� _\ice \- /' // _ - S o - - {;� 5� / /$`' c; I ! i I i j �I \ cry \ \•\
LAST CONSTRUCTION ACTIVITY. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS \ �\` �� \ _ _ - / / �� , _ , q - --' ,,..;_ ,. I I \ �` \\
THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. - - _ \ \ , _ _ __ - _ / , - , - <. / / `� OF i ! i ! \\ o \
6• ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUT - - E
i \ \ \ / / \ / '� / I 1 �_ 1 \ \
AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN - --_ -_ �\ __ = .i /" -, , / _,, /, °ate �9" �� \ \ 1 \ \
STABILIZED FROM FURTHER EROSION. •--- \ \ ; �-i\ �' /' , ' - _ - � \ / TP �"I'�r%A " ` \ / I \ \ �\ T " \ \ \
-- - - \ \ \ \ _ - \ , - / - - / 'TR i STI I +, \ \\ \ \ i Q \ \ \ \
7. SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE _ __ - - `ice= ` \ �\� \; \\ \ \ ` _ / , - / , -_ / �\ FELINE I ,7`O _ / / \ \ \ , a ` \ \\
LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT - - _ - � � \ \ _ - " - � AS LIMIT ,8E CONSIDERS / I \ , \ 1 \ \
SHALL NOT BE ALLOWED TO BUILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE -zz, \I- - - -- _ \ - ,_ \ I -- _ �- - _ ' - `_ REV F -D TUORBANCE, , , X 1 \ \ \ \i \\ \ I, II `) \ \. \
CULVERTS. -\�� - _
_ - ._ - LIMIT
A MINIMUM WATER TAP OF 1 INCH MUST BE INSTALLED WITH A MINIMUM 1 INCH BALLCOCK �\ - � � T - i•_ /'\� �'�NCE LINE__ 1-S �NO7 SH \ '\ \\ ,' \ I i ` \\ \\ \
8 SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5 INCHES FOR ADEQUATE _� \ �\ \ - '� \
_ \ - OWN. \ \ 1
CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO � ���\ \ \ \ �\\ / J �.�-'/ , , - -1 __ _ -' - _ - - - \' \ \ \ \ \ \ I 1 `\ \\ \\
AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED \ - \ ; \i � \ \ \.,, - _ - � - - , = \ - - - - ! 1 \ 1 \ 1
FROM ENTERING STORM DRAINS, DITCHES OR WATER COURSES. \ - - - " - _ - - - \ I \ \ \ ` \ \
\ \ \ \ \ / / \ \\ \ t
9• THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA IS STABILIZED. - \�\ .\ \ _ \ _ r - / / - __ -
\ \ " __ \ \ \ ` ` _ / / / / / - - - - \ \
10. LAYOUT FOR DIVERSION DIKE ALONG ENTRY DRIVE WILL CHANGE DURING CONVERSION\\ , - ' ' / - ' - - \ 1 \ \ \\ \ \\ \\ \� \r, \\ 1 \�\\ \\ \\
\ \` \ \ \
OF SEDIMENT TRAPS TO BIO -RETENTION AREA. SEE SHEET 4A FOR FURTHER DETAILS. - \ \ / ' / _ \ \ \
PLEASE CONSULT LANDSCAPE ARCHITECT/ENGINEER BEFORE INSTALLING DIVERSION DIKES. \\�\ _ \\ _ - __-- `'- \` \\ \ \ \\ \ \ \ ,\ \ \ \OA\ 1 , \ \\ \`\
11. SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED. -
-- \ \ \\ \ \ \ \\ \ \\ �\ \, \ \ `\ \ \� 1 \ \ ` LOT 48
12. EXTREME CARE TO BE TAKEN NOT TO DAMAGE EXISTING TREES WITH DIVERSION DIKE. � - - - _� \ ' _ \ \\ \ \ \ \ \, \ \ `\ IA \ \ \ \ ,POYAL ACRES
13. SURFACE ROUGHENING (E&S STD. & SPEC. 3.29) SHALL BE PROVIDED ON ALL SLOPES / ^ � " � 9 3 - ' \ \ \ \ \ \ \ \ \ 1 , \ \
GREATER THAN 3:1. - - - - \ \ \ \ __ / \ � \ \ \ \\ \ \• \\ \\ \ \ \ 1 \ \ \ \ \ \
14. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE - - \ __ \ � \ \ __� _ _ _ _ �) �\ \ \ .\ \ \\ '\ \ \ \ \ \ \\ \ \ \\ \
EROSION AND SEDIMENT CONTROL PLAN BY ALBEMARLE COUNTY AND THE ISSUANCE _ _ \
OF A GRADING PERMIT. \ _ Aj \\ � \�\\\ � `., \ \ \ \ ( \\ \\ \\ \,\ \\ \\ \\ \ \\ \ \1 \ \\ \` \ \.\
_ _ �0
15. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND _ \ " \ \�� � \\ \\ � l \\ \� \ \\ \ \ \\ \. \\ \1. I \ \\\ \\\ \\ \ \ �l
SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING _ - - \ \
STRUCTURES AND FOUNDATIONS PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN ` , \
�1' "' J'T \ \ \ \\ \, \ 1 \ \ 1 1 \ 1 \ \
CIRCULATION AREAS AND ENVIRONMENTAL QUALITY.
`` T \ �\ �- \ r / \ \ \ \ \ \\ \ `, \ \ \\ \
16. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS - - __ \ \ I �\ I I I \\ \ \ \ \\\ \\ \ \ \ `�` � \ \ ` \
AND/OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC ` - - /Y \ �\F/BER=QP TIC l I \ �� I \ I ' \ \\ \
OR PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, - � \ \. POST - - I \ \•
ALLAY DUST AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS -
ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES. \ _ \ __ \ \�� \ \ RBE?- J TIC I / / \ \ \\ \
17. EACH DAY THE CONTRACTOR SHALL ONLY DISTURB THE AREA OF THE SITE WHICH HE CAN i 11 _ __ - _ _ �� \ SOS\ \ I Scale 1"=30' Contour Interval=2' \ \•\ \ \
STABILIZE BY THE END OF THE DAY. _ \
18. ALL DITCHES TO BE STABILIZED WITH EC -2 MATTING. \� \ \� \\ii \
19. ALL CULVERT MUST BE PLACED DURING A PREDICTED DRY WEEK. CONTRACTOR MUST ` \ \ \ ` \ \ \
�_ \, \ -_`i \ \ \
STABILIZE INLET OF CULVERTS WITH PERMANENT SEEDING AND MATTING AND OUTLET OF ' -- _ , _ - \
CULVERT WITH RIPRAP AS SHOWN ON THE PLAN. _ - -
` - � "-- � � I \_ � 0 30 60 120 \ \ \ \\
. >\ r, \ \
McKEECARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
t: 434-979-7522
f: 434-977-1194
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserve their common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Feld Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any
form or manner whatsoever, nor are they
to be aliigried to any third party without
i n and
th ress ermrss o
f'r t t inin e e
is oba
Xp p
9
consent of either McKee Carso
n or Field
Sport Concepts, Ltd.
TH OF
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r�
ROBERT B. MCKEE9
N 77
O O \�
ro AL QCs
Revisions:
11/13/2007: COUNTY COMMENTS
12/28/2007: COUNTY COMMENTS
1/14/2008: COUNTY CON04ENNTS
2/04/2008: ARB COMMENT$
4/11/2008: ARB CONAG NTS
5/12/2008: ARB CON04ENTS
Scale:
1"=M•
Date:
N
Project No.:
0618
W
BKT
Checked:
J ; RBM
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Revisions:
11/13/2007: COUNTY COMMENTS
12/28/2007: COUNTY COMMENTS
1/14/2008: COUNTY CON04ENNTS
2/04/2008: ARB COMMENT$
4/11/2008: ARB CONAG NTS
5/12/2008: ARB CON04ENTS
Sheet No..
E
i
�i
i
f
18 of 19
Scale:
1"=M•
Date:
10/12/07
Project No.:
0618
Designed:
BKT
Checked:
J ; RBM
Sheet No..
E
i
�i
i
f
18 of 19