HomeMy WebLinkAboutSDP201300045 Plan - Approved 2014-06-11SOCA FIELDHOUSE
AT
BELVEDERE CIVIC CORE
ALBEMARLE COUNTY, VIRGINIA
GRAPHIC COURTESY OF STONEKING /VON STORCH ARCHITECTS
FINAL SITE PLAN
04 June 2014
sheet 0I COVER SHEET
sheet02 PROJECT DATA
sheet 03 EXISTING CONDITIONS AND DEMOLITION PLAN
114 rR9 1Q1,1 v 95DIN441; CQ0141491 PLAN
CHIT! Q0'TDQ1 n
sheet 06 LAYOUT, GRADING & UTILITIES PLAN
sheet 07 STORMWATER MANAGEMENT PLAN AND DETAILS
sheet 08 LANDSCAPE PLAN
sheet 09 LIGHTING & PHOTOMETRIC PLAN AND DETAILS
sheet 10 LANDSCAPE DETAILS
sheet 11 UTILITY PROFILE AND DETAILS
sheet 12 SITE DETAILS
McKEECARSON
LANDSCAPE ARCHITECTS - CIVIL ENGINEERS - LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VIRGINIA 22902
434- 979 -7522
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Submittal Type
Reviewed and Approved by the
Community Deve o ment Department
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File# SDP 20130004.15
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Standards and Specifications
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007.
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, 2001.
4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION,
VIRGINIA STORMWATER MANAGEMENT HANDBOOK, FIRST EDITION, 1999.
General Contractor Notes
1. THE ONTRACTOR SHALL VERIFY THE PROPOSED C H RO OSED LAYOUT WITH ITS RELATIONSHIP TO THE 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, OMISSIONS OR
DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK.
2. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE
ENGINEER.
3. THE CONTRACTOR SHALL PERFORM ALL M WORK A 0 K USING THE DIMENSIONS SHOWN ON THESE PLANS. S. THE
CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO
DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS.
4. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MITS MUST BE MAINTAINED AND ADE AVAILABLE WAILABLE A`f
THE CONSTRUCTION SITE BY THE CONTRACTOR.
5. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. PARKING FOR
EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE.
6. THE CONTRACTOR AGREES THAT HE SHALL A SSUM E SOLE AND COMPLET E
RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING S AFE T Y OF
ALL PERSONS
AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 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 ED ALLE CONNECTION WITH G IN CON C ON W THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER ".
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS INSPECTIONS, BONDS
AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY.
8. THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE BUILDING
CONTRACTOR.
9 TAP FEE S POWER COMPANY, CABLE TV PHONE CO MPA NY S ITE GRADING AND RETAINING WALL
PERMIT FEES
AND OTHER FEES TYPICALLY PAID BY AN OWNER ARE EXCLUDED.
10. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON- EXISTENCE OF UNDERGROUND UTILITIES. PRIOR
TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF,
OR THE NON- EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
NOTIFYING "MISS UTILITY" (1- 800 - 552 - 7001).
11. THE NTRACT SHALL MAKE EXPLORATORY CO ORS L M EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY
AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY.
12. THE EXISTENCE AND /OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY
CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE
PLANS.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES
DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK
IMMEDIATELY AND NOTIFY THE ENGINEER.
14. RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE
SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START
OF CONSTRUCTION.
15. THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT
AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE,
16. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENTS SHALL BE MADE AS NECESSARY AT NO
COST TO THE OWNER.
17. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, OR ACTIVITY
SHALL BE REPAIRED, REGRADED, AND RESEEDED.
18. CONTRACTOR EXCLUDES THE COST OF ANY SITE OR OTHER TRASH COMPACTORS. CONCRETE PAD IS INCLUDED
PER SITE PLAN BUT ELECTRIC IS EXCLUDED.
19. THE POWER COMPANY WILL PERFORM ITS OWN SITE WORK UP TO AND INCLUDING THE CONNECTION TO THE
ELECTRIC METERS THAT ARE MOUNTED ON THE BUILDINGS AT A SINGLE LOCATION. THE TELEPHONE AND
CABLE TV COMPANIES WILL PERFORM THEIR OWN SITE WORK UP TO A SINGLE BOX ON EACH BUILDING.
Context Map
International Fire Code(IFC) Notes
1. IFC 1404.1 - SMOKING TO B ALLOWED E A ED IN ONLY DESIGNATED SPACES WITH PROPER RECEPTACLES.
2. IFC 1404.2 -WASTE DISPOSAL OF COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END
OF EACH WORKDAY.
3. IFC 1410.1- ACCESS TO THE BUILDING DURING DEMOLITION AND CONSTRUCTION
SHALL BE MAINTAINED.
4. IFC 1404.6- CUTTING AND WELDING. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE
DONE IN ACCORDANCE WITH CHAPTER 26, OF THE INTERNATIONAL FIRE CODE, ADDRESSING WELDING AND
HOTWORK OPERATIONS.
5. IFC 1414.1 -FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE
APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE
MATERIALS HAVE ACCUMULATED.
6. REQUIRED VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOLITION
SITES. VEHICLE ACCESS SHALL BE PROVIDED TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE
DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT
ROADS, CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS
SHALL BE MAINTAINED U E
UNTIL PERMANENT FIRE APPARATUS
RATUS AC ESS ROADS ARE AVAILABLE.
General Construction Notes for Site Plans
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO
ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
(VDOT). THIS PLAN AS DRAWN RAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE
ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS D N AN STANDARDS OF VDOT UNLESS OTHERWISE O
NTED .
3. EROSION AND SILTATION CONTROL EASUR S SHALL M E HA L BE PROVIDED IN ACCORDANCE WITH THE APPROVED
EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM
ALLOWABLE S S 2:
LOPE I 1 ( HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, E, LESSER SLOPES OF
3:1 OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY
IN ORDER TO STABILIZE DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART
9. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AREAS.
10. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL
ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE.
11. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CBR TESTS SHALL BE
PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE OF 10 OR GREATER IS NOT
OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER.
12. ALL PAVEMENT MARKINGS TO BE REFLECTORIZED. ALL PAVEMENT MARKINGS SHALL MEET THE LATEST VDOT
SPECIFICATIONS AND SHALL BE IN ACCORDANCE WITH (MANUAL ON UNIFORM TRAFFIC DEVICES (MUTCD)
STANDARDS, LATEST EDITION.
13. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER
WHEN, IN THE OPINION OF THE CITY TRAFFIC ENGINEER, THEY ARE DEEMED NECESSARY IN ORDER TO
PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM TO
THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
14. ALL SITE SIGNAGE MUST BE APPROVED SEPARATELY, PRIOR TO CONSTRUCTION BY THE ALBEMARLE COUNTY
OR CITY OF CHARLOTTESVILLE ZONING DEPARTMENT.
Site Clearing Notes
1. CUT AND FILL SLOPES MAY NOT BE EXPOSED FOLLOWING COMPLETION OF CONSTRUCTION.
2. NO CHANGE IN NATURAL -OR EXISTING DRAINAGE PATTERNS FOR SURFACE WATERS SHALL BE MADE UPON ANY
LOT THAT COULD ADVERSELY AFFECT THE OWNER OF ANOTHER LOT.
3. EXCESS EXCAVATED MATERIAL OR MATERIAL UNSUITABLE FOR FILLING OR GRADING OPERATIONS,
MISCELLANEOUS REFUSE OR OTHER ITEMS INDICATED TO BE REMOVED, SHALL BE DISPOSED OF OFF- SITE
IN COMPLIANCE WITH LOCAL CODES AND ORDINANCES.
4. CONTRACTOR TO COORDINATE ALL UTILITY LINE ADJUSTMENTS WITH SERVICE PROVIDERS.
5. WATER, SANITARY SEWER, ELECTRIC, TELEPHONE AND CABLE TV SERVICE SHALL BE MAINTAINED, OR
INTERRUPTIONS OTHERWISE COORDINATED WITH OWNER, TENANTS, ASSOCIATED AGENCIES AND SERVICE
PROVIDERS.
6. CONTRACTOR TO DETERMINE, THROUGH THE OWNER, THE STATUS OF POTABLE WATER SUPPLY TO EXISTING
STRUCTURES AND COORDINATE ANY TRANSITION BETWEEN EXISTING AND PROPOSED SYSTEMS.
Plumbing Fixture Count and ITE Trip Generation Numbers
PLUMBING FIXTURES PROVIDED: MT /WT /ML/WL 8/14/518
...................................................................................................... ............................... - - -
TYPE
....................................................................................................................................................................................................................................................................................................................................
WEEKDAY AM PEAK HR.
I
WEEKDAY PM PEAK HR.
SAT. TOTAL TRIPS /DAY
� .............
SUN. TOTAL TRIPS /DAY
...............................
TRIPS
120
101
406
607
ITE CATEGORY: RECREATIONAL COMMUNITY CENTER PER 1000SF (44,650SF)
Topography
ite Data
NAME OF DEVELOPMENT
.........................................................................................................................................................................................................................................................................................................................
SOCA FIELDHOUSE
OWNER
................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................
...............................
SOCA
. .
. .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................
. . . . . . . . . . . . . ................................ . . . . . . . . . . ................................... . . ................................. . .....................
1685 POLO GROUNDS RD.
. . .
................. . . . . . . . .................. . . . . . . . . ..................................
. ................................................. . ...................... . . . . . . . . . . . . . . . . . . . . . . . . . ............... . . . . . . . . . . . . . . . . . . .
CHARLOTTESVILLE, VA 22911
. . . . . ................................. . . . . . . . . . . . . . . . ........................................ ................................
DEVELOPER
. ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
STONEHAUS (434 971 -0970)
.................................................... . ............................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
2421 IVY RD.
�V1\�
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................
CHARLOTTESVILLE, VA 22903
PLAN PREPARER
McKEE CARSON (434- 979 -7522)
301 EAST HIGH STREET,
-
CHARLOTTESVILLE, VA 22902
ARCHITECT
STONEKING VON STORCH ARCHITECTS
107 5th STREET SE, SUITE B
CHARLOTTESVILLE, VIRGINIA -22902
TAX MAP PARCEL
062A3- 00- 00 -001A0 (DB 4299, PG 328)
SITE ACREAGE
TOTAL SITE BOUNDARY AREA = 1.69 AC.
ACREAGE OF TAX MAP PARCEL
TOTAL TAX MAP PARCEL AREA = 1.69 AC.
ZONING
..........................................................................................................................................................................................................................................................................................................................
NMD PER ZMA 2004 -00007
VARIATIONS
...............................
#15 -18 & #23
ADJACENT T P PARCEL C AX MA ARCE
SEE EXISTING CONDITIONS SHEET 03
ADJACENT PARCEL ZONES
RESIDENTIAL
ADJACENT PARCEL USES
RESIDENTIAL
SETBACKS (NMD, CODE OF DEV., 02/03/10)
FRONT: 5 -10' SIDE: 10', REAR: 10'
MAGISTERIAL DISTRICT
1 RIO
COUNTY AND STATE
ALBEMARLE, VIRGINIA
PROPOSED USE
1 INDOOR SOCCER FIELD
WAIVERS
NOT APPLICABLE
VARIANCE
NOT APPLICABLE
SPECIAL USE PERMITS
NOT APPLICABLE
REZONING
PART OF BELVEDERE APPROVED NMD PLAN
MAX. NUMBER OF DWELLING UNITS
NOT APPLICABLE
GROSS RESIDENTIAL DENSITY
NOT APPLICABLE
TOTAL SQUARE FOOTAGE
51,706 SF
BUILDING FOOTPRINT
38,708 SF
.........................................................................................................................................................................................................................................................................................................................
MAX. IMPERVIOUS COVER
...............................
1.35 ACRES
MAX. SQUARE FOOTAGE OF COMMERCIAL USES
NONE
MAX. SQUARE FOOTAGE OF INDUSTRIAL USES
NOT APPLICABLE
FLOOR AREA RATIO (IF INDUSTRIAL)
NOT APPLICABLE
LOT AREA COVERAGE (IF INDUSTRIAL)
NOT APPLICABLE
MAX. NUMBER OF EMPLOYEES
12
MAX. BUILDING HEIGHT _
32'
larking Schedule
ARKING COUNT BY ZONING FOR FRONT OF HOUSE:
OTAL SPACES REQUIRED = 60 (AS APPROVED BY ZONING ADMINISTRATOR)
ARKING PROVIDED = 64 (PLEASE SEE SHEET 6)
Approvals
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER /ZONING
ENGINEER
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
Legend /Abbreviations
ITEM
DESIGNED
EXISTING
CHECKED
PROPOSED
BENCH MARK
DATE
PROJECT
SHEET NUMBER
�V1\�
PROPERTY / RIGHT -OF -WAY LINE
- -
-
-
SETBACK LINE
T E
-
CONTOUR U
----
-
- - - --
INDEX CONTOUR
----
70 - -
- - --
BU ILDING
PAVEMENT
-----------
--------
- - - - --
WATER MAIN
- -
W
- -
W - -
- W
W -
WATER VALVE
- --�-
-
SANITARY LINE
SEWER
W
S -
- -
S - -
- S
S -
STORM SEWER
INLET
C-J
FOL
u
MANHOLE
TELEPHONE PEDESTAL
EASEMENT
-
BITUMINOUS EMENTS
PAV
1
I
CONCRETE PAVEMENT
--------------------- - - -,�-
'-------------------- - - - - -'
'
CURB-------------------
- - - - --
CU RB WITH GUTTER
-
GAS LINE
-G-
- -G-
-
-G
G
G -
DRAINAG E AREA DELINEATION
DA �
STREAM
-
RIP RAP
ST ORM DRAIN IDENTIFIER
A -6
SANITARY SEWER IDENTIFIER
A2
UNDERGROUND ELECTRIC LINE
- UGE
- -
- UGE -
- UGE
UGE -
OVERHEAD ELECTRIC LINE
IN
-OHE-
OHE
-
- OHE
- OHE
OHE -
UNDERGROUND TELEPHONE LINE
- UGT
- -
UGT -
- T
UG
UGT -
OVERHEAD TELEPHONE LINE
-OHT
- -
-OHT -
O HT
O HT
REINFORCED CONCRETE PIPE
RCP
RCP
FIRE HYDRANT
F/''
FH
YARD DRAIN
TOP OF CURB
TC
TC
BOTTOM OF CURB
BC
BC
LOW POINT
LP
LP
DROP INLET
D/
DI
CLEAN OUT
Cp
WATER METER
fiy/w
WM
TOP OF THE STAIRS
TS
TS
BOTTOM OF THE STAIRS
BS
BS
TOP OF THE WALL
7741
TW
BOTTOM OF THE WALL
B/,y
BW
Reason for Revisions
1.08 -08 -11 : County Comments
2. 09 -30 -11 : County Comments
3. 11 -16 -11 : County Comments
4.07 -29 -13 : Minor Amendment
5.04 -08 -14 : County Comments
6. 05-21-14: County Comments
IVILI\CC I..UIz.VI1 Ur IU rICIU )y VI I I_VI II. Ci 1,l IJ, LIU. IGJGI VC II MM GVII II I IVI I IUVV V VNynyr II OF IU VIne1 yI Vyc1ly nyrlls In These arawings. Hu laeas, aeslgns, Sections, aetaiis, ana plans are Tne 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.
.( ■
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434. 977. 1 194
www.mckeecarson.com
CH I T L. ANTLE
LICENSE No. 0406001716
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DESIGNED
CHECKED
SCALE
DATE
PROJECT
SHEET NUMBER
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General Demolition Notes -- I ��- t` - __
1. WATER, SANITARY SEWER, ELECTRIC, TELEPHONE AND CABLE TV SERVICE SHALL BE MAINTAINED OR :.., °<, 1 :. 1 1 / <..... q a, - - -. __ _ - . ..... ........ >; ...............�..... ,_ _ _,...._ _ ..__, ................. _�.................. -..... _._ ... _..... _ ...._ ... -
INTERRUPTIONS OTHERWISE COORDINATED WITH OWNER, TENANTS, ASSOCIATED AGENCIES AND
:< i . t �,
SERVICE PROVIDERS.. £=�Y,r f € t _ ;„ _ �_...! �€ I
l ... : �_� .. ........................°...... ........ 91':-*,:: M
s
e
,
a e
2 CONTRACTOR TO DETERMINE THROUGH THE OWNER THE STATUS OF POTABLE WATER SUPPLY >" ;, ' !' ; t1 1 1 I;: • d' +�' 7 FK%,.,r -:•
LYTO 11 f' / $F j__.LZ- 4f3-- QL- .r1Qrr£ $ I'm-- _ -_ °__ e ____________ ______ ___________ �°�'�________________- ____ -__ -- -' �:
EXISTING STRUCTURES AND COORDINATE ANY TRANSITION BETWEEN EXISTING AND PROPOSED ' �' " � I 11 " uuauul£I;, . ,.: •: o-° ? .;;
' "'` , TOP= „E£ $F,I3a,131,1 01111111,11,• " :, °
,', °• /+ i 3, 3a, 313 £ $13131E136E1 a"" „" ".: , : }°f
s•
SYSTEMS. . �� ;i/ �� g � :1 ,,s g � / , � ®_ -- _- -mm -__ -m �m _.13LtaI�t3! ''�.;.' - - . w° I
I II,. ..
: •
_____ -_ ___ _m____ -_- _____ m -__
................ -......................... ....- _ _
- : :......:::.....:: : :,.:.:...,. ,.. : :: -,, ":.,. .r `�`. / 1 + + '� ............._ ... _ ....... ............ ........ ............- --......._.................. ° -m .m_m.�- m -m..m . °..m.m -m_ _._._ ...._ "�'_ _ n ° /
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3. CONTRACTOR TO COORDINATE ALL UTILITY LINE ADJUSTMENTS WITH SERVICE PROVIDERS. ,; - -'' f,: / ++ f ;�= 1 1 !
,,:. g ,
4. NO PROTECTED PLANTS SHALL BE DAMAGED, DESTROYED OR REMOVED FROM ANY LOT. LANDSCAPE 1.. `" // 'l a . 11 r' i ; i i f N / I
CONTRACTOR TO COORDINATE ALL ON -SITE TRANSPLANTING 'S AND AREAS TO BE SAVED WITH I "(" " "'""`"""' " " "->.,.,:;,.;.. • '`" "'' BELVEDERE o + + £ £ .,
LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. CONTRACTOR TO REFER TO LANDSCAPE PLAN 1q "" ''' ;- /' "�j ,.' `" � VILLAGE / Z-• +f I ° ° � I
FOR SPECIFIC LOCATIONS OF ALL TRANSPLANTED MATERIAL. ! "'' J' °>: Yf �°' E / '+ +` 1 ' ' 7
GREEN 11
5. EXISTING TREES NOT SHOWN ON SURVEY WILL BE FLAGGED FOR REMOVAL ON SITE. CONTRACTOR / . "" • : • 1 "- � ,` / 4I EX- VA LT- £ ». % f "I ° �' ROW '� + £
TO CO- ORDINATE THIS W /LANDSCAPE ARCHITECT ON SITE. """"" " r r • 6&,# , ,�` + . ' EX.-- TRANSFORMERS 1
�,,,, �,,,,,, �' +� I
.......,.,..: :....:,.. - �.� DEED BOOK: 35.43 PG_ 225 r, ..,z. i
BEFORE BU BLASTING, O '' �' / / I ,
6. R BURNING, BLAST R TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR „ 4.- #z & DEED BOOK: 135 -44 PG- 722 ® + Y 3
SHALL OBTAIN ALL REQUIRED PERMITS. dm ,� , ,; £ . .• , ,
i r £
v� a
s
6 1
�� #� t ! !
f' @
S d° /
f -'
7. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE ARE 0 " " " " "' " " " "°> " :.::::�?�� °
A F ,: ,,., CE ' .,
/ , ,s :r' /� °QP.,EN SPA 1 I£ I
f °
..
PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN Benchmark „9 „was t of'-5, "bolt 1-1 StP' 1 /� ,PARCELS '1 :
'' °'
WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. in base a1`1 awer R61.e -#..,e c 6 alon RR tracks. ° °µ °' ...................•...••• ` '1 ;
V p c,A 9 ........:......._ ,.,. • i .° DB 3545 PG 54
�evaflan was 46:$ 43 oil NAV:t8 Iatur>Y ,`" „ , �', d £ I ,
:..,
03 AC NEW
....
EXCLUDED IS THE RELOCATION OF ANY U SPECIFICALLY Hor4ao ► tat focat>cz.rt �nrs „Ua. fir` #d 1�tsrt{ lck,.,B.FTi. ,/ ! ::: °' `k ,�`a• °a�� ,� ARC = 70.83". ! ; £ ,
8. UTILITIES NOT SP IFI ALLY NOTED TO BE REMOVED OR wltf�wattta" .o# N'3 528. C : '; : ::' 0`',.� °`f' RAD = 116.50' ! _.._.._.._...._ - _.____..- ____._.... ; £
RELOCATED. s - *91 , - ( � t0 66 , �7 BELVEDERE BLVD _ a ,a� 1 £
_ ,r�°°,,` : ` CHD :69.r�4' (£ £ I
�" +y. y,,s�'�e��sat?� ✓o' � BRG=S09 23;.17 E i ; s
,,,,,,-
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, :, 1 !
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,� P
i'n'set for Benchmark (Scale . II = OOH) _ « °`�� /` ��' f OWNER: CHURCHILL OWNER: CHURCHILL- OWNER: CHURCHILL 1 £
S. y 36.38' - 1 £ 1 =�
�; Q, , DEVELOPMENT CORP_ DEVELOPMENT CORR �`'•,. DEVELOPMENT CORP. '* £
_.________. _-- ____________ a o, ZONING: NEIGHBORHOOD ZONING: NEIGHBORH ZONING: NE G BO OOd; 1 I
�- _ -�v I ,'w14� .,- - ________ _a __ __ _ I 43 52'51 "Wm ''! GG ; /' 1 OOD '. I H RH 1 ;
as li , �. - s.i'..:. - -- .�- ®- ,,m ---- -- ---- -- >000- �-�- -- a� . ®.-- .-- ..,®,.- - ---, -- �-.- .�..�..®- - ®.-- --�..� �. :_:,�. _ - ..,.... _ _ _ _ _ _ _ _ _ _ _ _ _ .. _ _ _ _ _ _ _ m - m m m _ _ _ _ m m _ _� _ _ _ _ _ _ _ _ _ m _ m _ _ - _ - °° _ _ _ '
" °�m ~� I MODEL DISTRICT MODEL DISTRICT MODEL DISTRICT F '11'.°'°
_ ARC= 16.5, I CURRENT USE: VACANT CURRENT USE: VACANT CURRENT USE- VACANT �3 I / : N 1� ;; \
10 �..C.. -- x_60 -mm- - .ID»- °- sn- �wP- w -wtr-� vtr- .ml- vm- Ab -I�-Im Ytl C -° 1� - yN ,
1 ".� , i' ° "� 81.66' RAD = 116.50`
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I I
OWNER: SOCA �- _ ... _, - . .... .......... ................. .......... ..........................-- - -- - - .... i ; •
i ZONING: NEIGHBORHOOD,, IGiODEL DISTRICT ,' i` Qs� - ,£, ter. --- '---- °-° - - ° °°° °° -° ------- °- - --°°- -- °I-
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! ,. ° OWNER: BELVEDERE LAND TRUST 1 f /' / , ° OWNER: HAUSER Hd1�i1ES INC. F I I `°
,. °' - ' ARC= 31.53: ° l MODEL DISTRICT £ a
I <° a -__tl` DB 3488 PG 552 w ; f + I , ZONING: NEIGHBORHOOD . I
I o ZONING: NEIGHBORHOOD MODEL DISTRICT o M 1 + # CURRENT USE: VACANT �,. I I s� x'
.1 1 °° I r CURRENT USE: VACANT o ! i ' �� RAD=47.00 !, I g ,
1 °° 1 £
., _-- ._.__'_.__. 1 2 27 r /
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rn ~'
- (' e BRG N 6
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® °° £ £ I SITE B N A R Y ���� e NE _ OWNER: HAUSER HOMES I
-'' '
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x, £ £ _... _.........._____...._......W I ~ - ZONING: NEIGHBORHOOD MODEL DISTR� ~' i -' "'I Q�j P . _ , a / , ., mow" ; \
i" I ; _ -I ~ ~" CURRENT USE: VACANT ' i . ; ; °� "I ;'
., 1 :n I I � ,/' 001 ' �:: E .° A i \ I , 1
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S43~ 5316 "W " 1 1 1 1
! °, ,' -' ; I r I ZONING: NEIGHBO OOD ,
£ £ ' �' f ��
n 1 £ £ 181.51' 1 ��° ' "' I •'�. MODEL DISTRICT a a ;,
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£ ,
1 'a « / 20' ACCESS EASEMENT' 8� I I ° s
� 1,3 F 1 � SANITARY SEWER "EASEMENT
� I „� ; ! b / . UNTIL B -15 - I I 11 i ( 3
" ®°, I DEED BOOK:~ 35 -45= PG 1 r I I I1: 1 I
1;;��1 _ r I ;'' ( I I .. I
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<:,
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.... --
M -' I ,,, EX_ S -39 SANITARY I I/ ;, ,;
,x £ , 1 DEED BOOK: 35.43 PG. 225 : 1 SEWER W R: HAUSER HOMES INC_ 11, 17 x "�� � x \
,,x i 3 _ _ .................. _ ..,...... __........__- ......_ _ ........ - - 4'Y INV IN 47t86' 1 r
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1 !I I II I I � ��I PLEASE SEE APPROVED - -, \ " 0 \ `` s`` °��` ` ° j�.. � ----- `, 'm
a WPO- 2006 -00048 FOR ROUGH � ♦ R. °,
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- .-•" - - CURRENT USE
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. I- r, ' • I u •• � 1� 7..y... u1 1u w - MAN °1 l Y 11yj jla ll l ° Iluav UI UW11 Iyzo. fy11 ,UCUz>, Uc�.iy° I .), ,Cullur u, aeiuus, aria pian5 are me property or mcr\ee uarson ana rlela sport concepts, Ltd. I hese 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.
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434 . 979 . 7522
f: 434 . 977 . 1194
www.mckeecarson.com
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1. 08 -08 -1 1: COUNTY COMMENTS
2.09 -30 -1 1: COUNTY COMMENTS
3.11- 16 -11: COUNTY COMMENTS
4.08- 08 -13: MINOR AMENDMENT
5.10-21-13: COUNTY COMMENTS
6.04-08-14: COUNTY COMMENTS
7.05- 06 -14: COUNTY COMMENTS
DESIGNED BT, CM
CHECKED RBM
SCALE 1'° = 20'
DATE 06/04/14
PROJECT 0817
SHEET NUMBER
OF 12
General Grading:} Notes
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AN INDEPENDENT EARTHWORK/GRADING ESTIMATE
WHICH WILL SERVE AS THE BASIS OF ALL CONTRACTUAL OBLIGATIONS BETWEEN CONTRACTOR AND OWNER.
OWNER TO NOTIFY ENGINEER OF THE OUTCOME OF CONTRACTOR'S EARTWORK/GRADING ESTIMATE.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL MATERIAL THAT MAY BE
NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ANY
EXCESS MATERIAL FROM THE SITE. ANY SUCH EARTH - MOVING ACTIVITY IS SUBJECT TO THE APPROVAL OF
THE OWNER AND ENGINEER. REFER TO EROSION CONTROL PLAN FOR NOTES REGARDING FILL MATERIAL.
3. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROCK BLASTING, RIPPING,
EXCAVATION, TRANSPORTATION, PLACEMENT, COMPACTION, EXPLORATION AND DISPOSAL.
4. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AREAS AND
REPLACED WITH SUITABLE SOIL.
5. ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION LIMITS INDICATED
ON THE E &S PLAN.
6. SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS TO STABILIZE AND CONTROL SOIL
EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS FOR SWALES OR CHANNELS WILL NOT BE PERMITTED.
7. UNLESS OTHERWISE SPECIFIED, FINISH GRADES AT BUILDING SHALL BE A MINIMUM OF 6- INCHES BELOW
GROUND FLOOR INTERIOR FINISH FLOOR ELEVATION (FIFE). GRADES SHALL SLOPE A MINIMUM OF 5% AWAY
FROM STRUCTURES TO A POINT WHERE EITHER PROPOSED /EXISTING GRADES. A DITCH OR OTHER MEANS OF
ADEQUATE CONVEYANCE CHANNELS SHALL COLLECT AND DIRECT RUN -OFF AWAY FROM THE STRUCTURE.
8. FINAL PARKING AND SITE GRADES MUST DIVERT RUNOFF AWAY FROM COLVIN ALLEY TO THE LINET AT THE
NORTH END OF PARKING SPACES 1 -15.
General Utilities Notes f IZ » Gertra Site Drainage Notes_
1. CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS, ELECTRIC). co 1 { 1. REFER TO ARCHITECTURAL DRAWINGS FOR ANY DRAINAGE DETAILS WITHIN
TIE INTP EXISTING = O Q W - -�
WATERLINE HERE i`< � a z p ' FIVE FEET OF THE BUILDING FOOTPRINT.
2. ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS ALLOWED BY SERVICE WITH 1 ?" X 8" T� &/ ( oa �'
PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH BUILDINGS. CONTRACTOR TO I "' X.. Q 2. UNLESS OTHERWISE NOTED, ALL ROOF DRAINS SHALL BE TIED INTO
COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER PRIOR TO INSTALLATION. ; 1 ; f> ,I- V I EXISTING AND /OR PROPOSED STORM DRAIN SYSTEMS. COORDINATE
i
I
>...:: .......... ..:»":.,,". <�... ,,,,,, INTEGRATION OF SYSTEM AND STORMWATER MANAGEMENT SYSTEM WITH
3. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE ENGINEER AND SITE CONTRACTOR PRIOR TO CONSTRUCTION OF THE
~' X
CONSTRUCTION INDUSTRY (29 CFR PART 1926). 12" VERTICAL SEPARATION TO 1 O,QM w STRUCTURES.
BE PROVIDED BE% -EEN
WATER .LINES AND NORM , Rgj, .............;t, ............ .._ .. - :, _........... .... .. ,... . -..._ ...
4. ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH ELECTRIC Y`: :..; 3. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE
TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE COD G ARE NO PAINTED. ALSO, INSUJ1.ATION TO
R E ID MARKERS/ IN T PAINTE STANDARD T -1. ALL DRAINAGE INLETS SHALL
BE PROVIDED WHf` AREDE,�- T;ar..,,,,,, ».»:.:,,: »: .. ,, „ ,,, .:: ": »::: »,-__ ~ » ~? :,._ �� . ___. ...__ ___..._______.;___ �. ............. .........:::::::. IN ACCORDANCE WITH VDOT S ARD S
::. ::::::::
OF GROUND COV&4' LESS
-'- ;J ( HAVE A 2 -INCH LOCAL DEPRESSION.
5. TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER.
THAN 3 FRET.
TOP = 495;;1 f ;, 4. STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED TO THE
6. ELECTRICAL ENGINEER TO DESIGN SERVICE TO ALL EXTERIOR LIGHT FIXTURES AND PRESENT SAME TO ,. CENTER OF THE CONNECTING STORM DRAIN STRUCTURES. PIPE LENGTHS
OWNER, ARCHITECT, AND ENGINEER FOR COORDINATION AND COMPLIANCE WITH SITE IMPROVEMENTS. ;' t - - -- -... _.._ INCLUDE STANDARD VDOT END WALL SECTIONS WHERE APPLICABLE.
s
8" DIP;' z
7. ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER SHALL PROVIDE ; f s 5. STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE
PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL CONDUITS. f CENTER OF THE INLET BOX.
BELVEDERE s
8. GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER. GAS METERS SHALL NOT BE LOCATED DIRECTLY �'� " % yes f 6. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE
UNDER ANY WINDOWS (IF ANY). VILLAGE �,d 14 DITCH OR DRAINAGE OUTFALL. PIPE SHALL BE MIN. 6" DIAMETER AND
GREEN FIRE z'' d` „ CONFORM TO VDOT STANDARD SB -1. NOTIFY ENGINEER IN ALL CASES.
9. CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR TO INSTALLATION. HYDRANT `` ,� %� .; EX. VA�,JL T
7. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS'
8" TEE, GV & PLUG
�`'• ' f � '" � � � Ex,,- ,TRANSFORMERS
10. CONTACT ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE FOR THE LOCATION OF THE REQUIRED KNOX BOX. PERMANENT WATERLINE RECOMMENDATIONS.
& TEMPORARY CONSTRUCTION E NSEMENT
A - DETAIL LETTER • ' 8. ALL CURB INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION AT THEIR
12 -SHEET NUMBER 4 GV & BLOWOUT
THROAT TO PROMOTE POSITIVE DRAINAGE TO THE INLET ALL YARD INLET
t 4" GV
X8 6" E 4' I RIM ELEVATIONS SHOWN ARE APPROXIMATE. FINAL ELEVATIONS SHOULD BE
f 8" X 4',fRD METER VAULT DETERMINED AFTER FINAL GRADING AT THE TIME OF FINAL ACCEPTANCE OF
s 8..
THE PROJECT.
-' A
BELVEDERE BLVD. = $ "x8 "x6" 1 A8J0VnROUN� General Sanitary Sewer and Water Main Notes
EE 1 RPZ KFLO '
12 s I_I ENCLOSURE
,: fir: _ ��� .. 6'`DI ' LOT 85 LOT 84"
1- 1. AS
CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN
��'++ Q ((�� �+ �* (� ,,, i r r �- - -� -+ t
,., 5V �� 59 60 � 61 � �� V. ?�� �� �4 �y r �i -i �L -I � �+ � � � �1 =�1 =1 � ' � THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR
rt,
"'� � � � HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS BUILT PLANS.
I '
r�-
_ -
,.w.� �.
Lt
T� REQUIREMENTS AS
L BE N ACCORDANCE WITH THE RE UI EMEN S
I RECORDED SHALL I ACCO
THE D RECOR S Q
E E LORE
DATA
T RR: C CO D CONCRETE
A
1 �1_
r
,..EDP ::::::::::::::: ;::::....; . ,.
., .::.. - .:- I� � -�, :..: ,. .:::> ::.:.::::.:::::::: .::::.::::.::::.::::.:::�'".: >: � SPECIFIED IN THE A.C.S,A. AS BUILT PLAN CHECKLIST, LATEST EDITION.
� �I �� I 1 I 1 I I I_I_I_I_I 11LLLLI_ -41LI I-I_I Eli?tETH . ;. ,
! �1�- :..::::;;::;::: ::::::::::::::::::::::::::::.:: .. ::::::::::::::::::::::::..::::..:::::: :::::: ::::::::::::::::::::::::. : G_:. - - - - -- - - i i L L L I_I_ ::::::::::::::::::::::::,.:._._:::»: ».::::::: »::::::::::::::::::::: PROPOSED a I� I I I I I I I I ::: ::.:. ; ;; ;; . l I-----JJ1LL_I_IJ�1111_ u} - - - - - -- -- .::::.:.:.:::::::::::::::::::::::::::::::: :::::::::::::::::.......:..:.:. ;:.; : L s WILL BE RE UIRED AT EACH
a 2 � � T(E� ..:..:.:.::::::::: : •::.::.:....::....: .::::::..::. : 1 1/2 COPPER 2. PRIVATE PRESSURE REDUCING VALVES PRV Q
.:;: «. f�R1.�EN.. " ..N :::,.ROc DI�NAGE -�.... � � � ( )
'ER ' BUILDING.
TIE SANITARY SEWER
LATERAL`INTQ., 3. BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRE LINES MUST BE
EXISTING SANITARY TEM PORARI LY SHUT OFF TO PROV E DOMESTIC CONNECTIONS HAVE BEEN
SEWER LINIw.,HE1E - PROPERLY MADE.
- - -,1 4. ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE UNLESS OTHERWISE
:
NOTED.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER
,`,:. ;'% C:OLVIN ALLEY (u) WATER MAIN PIPE LENGTHS IN ORDER TO ATTAIN THE REQUIRED RADII.
.o
s...
A
P
. VE M EN T
L.�
1
EDGE 14'
- :_.._:,. -- 6. SANITARY SEWER PIPE TO BE SDR35 PVC, UNLESS OTHERWISE NOTED.
- t
#» ACSA General Water and Sewer Conditions
;! ° 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
(DIPLX)
30
' ROW LOT '7i AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
20' NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
t �1 I E F THE 2. THE LOCATION OF EXISTING UTILITIES ACROSS TH LINE 0 PROPOSED
` WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE
I ONLY APPROXIMATE. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE,
LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
c8
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT
EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION
(DPLX) SPECIFICATIONS AS ADOPTED BY ACSA
j LOT 77
I, *. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY
I I W f;° 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
(1- 800 - 552 - 7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF
i �;F r COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND
z', f WATER LINES, ETC.
LOT 76
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
1 U< ROADSIDE DITCHES.
8. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
X€ '
w (DPLX)
` ,?
` ( 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT
LOT 75
I 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD
REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014
5 I / (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
11. RPZ MUST BE LOCATED AT LEAST 12" ABOVE GROUND.
�qi
fi »5 FUTURE TH
9p5 1"20'ACCESS EASFMENT £ „
s & SANITARY SEW R EASEMENT
<24 -R I F URE „TH
i %i Q
(�RC:.7<t1:'
r Rr FAD: 7300 @ 11.0 L 71
Awn. 7Ai
J EX_ S -39 SANITAR
11 SEWER
F II INV IN - 471.86'
INV OUT : 471.37'
...... ......... °:8.00 LF
r' 1r' HDPE
`
(SMOOTH
RC :).7�t' WALL):. .2
AD:47;0.0 @ 11.0`7 .X
�HD A.7}d "i
B'RG'N4117 10-46"W
` I ' 1n- n`_ Ios
DI -1
E
rT INV IN = '472 I
INV OUT
r
�� 10f t -�EX. 20' STORM DRA
ID: D- Z_
BIRG= 471 10*46-W
3
r ,. -EX. 20' STORM DRAI ASEMENT FUTURE TH
LOT 70
.. t
ED
ft + :: »,
C-1,. TEMPORAR
CONSTRUCTIO ...
.. �i EASEMENT��°�"
E'X RCP S PROPOSEb'3' "At1.:FY WIDENING
D
N E Inset of Alley Expansion
>,
,� y
41.11
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 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 tirst obtaining the express permission ana consent OT elTner mcl\ee uarson or rlela 3porT k.orlcepis, LIU.
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
P
434. 979. 7522
f: 434. 977. 1 194
www.mckeecarson.com
VA
R_ lop
0
W
1" = 20'
k
N
al
f
O`i
4' .50
�
I--
8- PLUG FOR
;0 -
500
CV,
V
::D
8" DIP
�fT
J
45` 0
I»....,. 152.45'
W
r
a
:
p
t
496
..
`}
f49 50
i "a
J;
0
Q
V
�
rl
;~
N
F
4`10
3
Q
,^'
TEMPORARY
Y
»
I
I
CONSTRUCTION
Lp
+
6.. PVC 5
EASEMENT
»SDR':
BURY "V�i /G4 DEPTH OF
@ 13.2% (TYP)
•� :.,
181.4
�0
w
Q9
4.<
"'g
j
I
12
z
-TEMPORARY
CONSTRUCTION
,}
EASEMENT
u ..,,.. 498
4w. 5c
�<
. i
.::. ...:. ..»: ,..
Z
'ER ' BUILDING.
TIE SANITARY SEWER
LATERAL`INTQ., 3. BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRE LINES MUST BE
EXISTING SANITARY TEM PORARI LY SHUT OFF TO PROV E DOMESTIC CONNECTIONS HAVE BEEN
SEWER LINIw.,HE1E - PROPERLY MADE.
- - -,1 4. ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE UNLESS OTHERWISE
:
NOTED.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER
,`,:. ;'% C:OLVIN ALLEY (u) WATER MAIN PIPE LENGTHS IN ORDER TO ATTAIN THE REQUIRED RADII.
.o
s...
A
P
. VE M EN T
L.�
1
EDGE 14'
- :_.._:,. -- 6. SANITARY SEWER PIPE TO BE SDR35 PVC, UNLESS OTHERWISE NOTED.
- t
#» ACSA General Water and Sewer Conditions
;! ° 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
(DIPLX)
30
' ROW LOT '7i AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
20' NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
t �1 I E F THE 2. THE LOCATION OF EXISTING UTILITIES ACROSS TH LINE 0 PROPOSED
` WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE
I ONLY APPROXIMATE. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE,
LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
c8
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT
EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION
(DPLX) SPECIFICATIONS AS ADOPTED BY ACSA
j LOT 77
I, *. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY
I I W f;° 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
(1- 800 - 552 - 7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF
i �;F r COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND
z', f WATER LINES, ETC.
LOT 76
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
1 U< ROADSIDE DITCHES.
8. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
X€ '
w (DPLX)
` ,?
` ( 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT
LOT 75
I 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD
REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014
5 I / (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
11. RPZ MUST BE LOCATED AT LEAST 12" ABOVE GROUND.
�qi
fi »5 FUTURE TH
9p5 1"20'ACCESS EASFMENT £ „
s & SANITARY SEW R EASEMENT
<24 -R I F URE „TH
i %i Q
(�RC:.7<t1:'
r Rr FAD: 7300 @ 11.0 L 71
Awn. 7Ai
J EX_ S -39 SANITAR
11 SEWER
F II INV IN - 471.86'
INV OUT : 471.37'
...... ......... °:8.00 LF
r' 1r' HDPE
`
(SMOOTH
RC :).7�t' WALL):. .2
AD:47;0.0 @ 11.0`7 .X
�HD A.7}d "i
B'RG'N4117 10-46"W
` I ' 1n- n`_ Ios
DI -1
E
rT INV IN = '472 I
INV OUT
r
�� 10f t -�EX. 20' STORM DRA
ID: D- Z_
BIRG= 471 10*46-W
3
r ,. -EX. 20' STORM DRAI ASEMENT FUTURE TH
LOT 70
.. t
ED
ft + :: »,
C-1,. TEMPORAR
CONSTRUCTIO ...
.. �i EASEMENT��°�"
E'X RCP S PROPOSEb'3' "At1.:FY WIDENING
D
N E Inset of Alley Expansion
>,
,� y
41.11
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 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 tirst obtaining the express permission ana consent OT elTner mcl\ee uarson or rlela 3porT k.orlcepis, LIU.
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
P
434. 979. 7522
f: 434. 977. 1 194
www.mckeecarson.com
VA
R_ lop
0
W
1" = 20'
k
N
al
f
O`i
4' .50
�
I--
O
;0 -
l
CV,
V
::D
�fT
J
45` 0
I»....,. 152.45'
W
r
a
:
(�
t
496
B
`}
f49 50
12.5'
L
0
Q
V
�
;~
N
F
4`10
3
Q
F-
I
Lp
6.. PVC 5
»SDR':
BURY "V�i /G4 DEPTH OF
@ 13.2% (TYP)
�0
w
Q9
4.<
,r
Ix
LIU
�<
Z
v} r
f,•� 4'q �
: .: .....
^J e��50
f :
Ira
'ER ' BUILDING.
TIE SANITARY SEWER
LATERAL`INTQ., 3. BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRE LINES MUST BE
EXISTING SANITARY TEM PORARI LY SHUT OFF TO PROV E DOMESTIC CONNECTIONS HAVE BEEN
SEWER LINIw.,HE1E - PROPERLY MADE.
- - -,1 4. ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE UNLESS OTHERWISE
:
NOTED.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER
,`,:. ;'% C:OLVIN ALLEY (u) WATER MAIN PIPE LENGTHS IN ORDER TO ATTAIN THE REQUIRED RADII.
.o
s...
A
P
. VE M EN T
L.�
1
EDGE 14'
- :_.._:,. -- 6. SANITARY SEWER PIPE TO BE SDR35 PVC, UNLESS OTHERWISE NOTED.
- t
#» ACSA General Water and Sewer Conditions
;! ° 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
(DIPLX)
30
' ROW LOT '7i AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
20' NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
t �1 I E F THE 2. THE LOCATION OF EXISTING UTILITIES ACROSS TH LINE 0 PROPOSED
` WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE
I ONLY APPROXIMATE. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE,
LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
c8
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT
EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION
(DPLX) SPECIFICATIONS AS ADOPTED BY ACSA
j LOT 77
I, *. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY
I I W f;° 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
(1- 800 - 552 - 7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF
i �;F r COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND
z', f WATER LINES, ETC.
LOT 76
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
1 U< ROADSIDE DITCHES.
8. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
X€ '
w (DPLX)
` ,?
` ( 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT
LOT 75
I 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD
REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014
5 I / (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
11. RPZ MUST BE LOCATED AT LEAST 12" ABOVE GROUND.
�qi
fi »5 FUTURE TH
9p5 1"20'ACCESS EASFMENT £ „
s & SANITARY SEW R EASEMENT
<24 -R I F URE „TH
i %i Q
(�RC:.7<t1:'
r Rr FAD: 7300 @ 11.0 L 71
Awn. 7Ai
J EX_ S -39 SANITAR
11 SEWER
F II INV IN - 471.86'
INV OUT : 471.37'
...... ......... °:8.00 LF
r' 1r' HDPE
`
(SMOOTH
RC :).7�t' WALL):. .2
AD:47;0.0 @ 11.0`7 .X
�HD A.7}d "i
B'RG'N4117 10-46"W
` I ' 1n- n`_ Ios
DI -1
E
rT INV IN = '472 I
INV OUT
r
�� 10f t -�EX. 20' STORM DRA
ID: D- Z_
BIRG= 471 10*46-W
3
r ,. -EX. 20' STORM DRAI ASEMENT FUTURE TH
LOT 70
.. t
ED
ft + :: »,
C-1,. TEMPORAR
CONSTRUCTIO ...
.. �i EASEMENT��°�"
E'X RCP S PROPOSEb'3' "At1.:FY WIDENING
D
N E Inset of Alley Expansion
>,
,� y
41.11
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 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 tirst obtaining the express permission ana consent OT elTner mcl\ee uarson or rlela 3porT k.orlcepis, LIU.
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
P
434. 979. 7522
f: 434. 977. 1 194
www.mckeecarson.com
VA
R_ lop
0
W
1" = 20'
k
N
al
f
O`i
4' .50
�
I--
O
;0 -
l
CV,
V
::D
�fT
J
45` 0
*.1 .
W
r
a
:
(�
t
I.L.
B
z
Q
L
0
Q
V
�
N
F
4`10
Q
F-
'ER ' BUILDING.
TIE SANITARY SEWER
LATERAL`INTQ., 3. BEFORE FINAL RELEASE OF WATER METERS, PRIVATE FIRE LINES MUST BE
EXISTING SANITARY TEM PORARI LY SHUT OFF TO PROV E DOMESTIC CONNECTIONS HAVE BEEN
SEWER LINIw.,HE1E - PROPERLY MADE.
- - -,1 4. ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE UNLESS OTHERWISE
:
NOTED.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER
,`,:. ;'% C:OLVIN ALLEY (u) WATER MAIN PIPE LENGTHS IN ORDER TO ATTAIN THE REQUIRED RADII.
.o
s...
A
P
. VE M EN T
L.�
1
EDGE 14'
- :_.._:,. -- 6. SANITARY SEWER PIPE TO BE SDR35 PVC, UNLESS OTHERWISE NOTED.
- t
#» ACSA General Water and Sewer Conditions
;! ° 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
(DIPLX)
30
' ROW LOT '7i AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
20' NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
t �1 I E F THE 2. THE LOCATION OF EXISTING UTILITIES ACROSS TH LINE 0 PROPOSED
` WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE
I ONLY APPROXIMATE. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE,
LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
c8
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT
EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION
(DPLX) SPECIFICATIONS AS ADOPTED BY ACSA
j LOT 77
I, *. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY
I I W f;° 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
(1- 800 - 552 - 7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF
i �;F r COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND
z', f WATER LINES, ETC.
LOT 76
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
1 U< ROADSIDE DITCHES.
8. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
X€ '
w (DPLX)
` ,?
` ( 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT
LOT 75
I 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD
REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014
5 I / (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
11. RPZ MUST BE LOCATED AT LEAST 12" ABOVE GROUND.
�qi
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s & SANITARY SEW R EASEMENT
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F II INV IN - 471.86'
INV OUT : 471.37'
...... ......... °:8.00 LF
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LOT 70
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C-1,. TEMPORAR
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E'X RCP S PROPOSEb'3' "At1.:FY WIDENING
D
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41.11
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 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 tirst obtaining the express permission ana consent OT elTner mcl\ee uarson or rlela 3porT k.orlcepis, LIU.
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
P
434. 979. 7522
f: 434. 977. 1 194
www.mckeecarson.com
VA
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1.08- 08 -11: COUNTY COMMENTS
2.09-30-11: COUNTY COMMENTS
3.11- 16 -11: COUNTY COMMENTS
4.08- 08 -13: MINOR AMENDMENT
5.10-21-13: COUNTY COMMENTS
6.04-08-14: COUNTY COMMENTS
7.05-06-14: COUNTY COMMENTS
DESIGNED BT, CM, AF
CHECKED RBM
SCALE
1" = 20'
DATE
06/04/14
PROJECT
0817
SHEET NUMBER
OF 12
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�- a 1 f- BLOCK 4 DATECi 411814 ;: 4 m� l
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AND DESIGNED BY WW °' '
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scale: 1" = 60' contour interval 2' F
i
0 60 120 240 a
SITE DEVELOPMENT AREA
PRE - DEVELOPMENT CONDITIONS
Sto rmwate r Narrative:
THE SOCA FIELDHOUSE SITE HAS BEEN PLANNED FOR IN ADVANCE AND IS PART OF THE STORMWATER
MANAGEMENT PLAN FOR BELVEDERE, PHASE 1. THAT PLAN HAS BEEN PREPARED BY WW ASSOCIATES AND
IS DATED 2- 26 -07. PLEASE REFER WPO- 2007 - 00029. IT DISCUSSES ALL OF THE STORMWATER FACILITIES IN PHASE 1.
THE FACILITIES THAT TREAT AND DETAIN STORMWATER FOR THE DRAINAGE AREA WHERE THE SOCA FIELDHOUSE
IS BEING PROPOSED IS A FOREBAY AND BIOFILTER JUST TO THE NORTH OF THE PROPOSED SOCA FIELDHOUSE
(REFERRED TO AS FACILITY #5A) AND A DETENTION FACILITY RECEIVING THE OUTFALL FROM THE BIOFILTER FURTHER
TO THE WEST (REFERRED TO AS FACILITY #5).
THE FOREBAY AND BIOFILTER BOTH ROUTE AND TREAT SOME OF THE RUNOFF BEFORE IT IS ROUTED TO THE
DETENTION FACILITY #5 FOR FURTHER ROUTING. THE FACILTIES SERVE A TOTAL DRAINAGE AREA OF 10.2 ACRES.
THE PLAN REFERS TO THE OPEN GRASSED AREA, WHERE THE SOCA FIELDHOUSE IS BEING PROPOSED, AS THE
COMMUNITY CENTER AND IDENTIFIES IT WITH ID AREA #23 ON THE MAP. THE COMMUNITY CENTER AREA COMPOSES
AN AREA OF 128,256 SF (2.94 AC.). THIS AREA CURRENTLY EXISTS AS GRASS, HOWEVER IN ANTICIPATION OF
FUTURE DEVELOPMENT, THE STORMWATER FACILITIES WERE DESIGNED ASSUMING THAT THIS AREA WOULD BECOME
65% IMPERVIOUS ONCE DEVELOPED, ACCOUNTING FOR A TOTAL IMPERVIOUS AREA OF 83,366 SF (1.91 AC.).
THE PROPOSED SOCA FIELDHOUSE PLAN IS ADDING ONLY 63,757 SF INCREASING THE IMPERVIOUS AREA TO 48 %,
LESS THAN THE ASSUMED 65% IMPERVIOUS AREA. THEREFORE, AN ADDITIONAL 19,609 SF OF IMPERVIOUS AREA
MAY STILL BE ADDED TO THE COMMUNITY CENTER AREA AT A FUTURE DATE (UNDER A DIFFERENT SITE PLAN).
PLEASE SEE BELOW FOR A SUMMARY:
ASSUMED CONDITIONS
NOTE: HYDRANT MUST BE
VS_ PROPOSED
AREA
DESCRIPTION
TOTAL
IMP_
% IMP.
SO-FT.
SQ-FT.
ASSUMED POST
LENGTH OF BRANCH VARIES
DEVEL- IMP.AREA
23
COMMUNITY CENTER
128.256
83.366
65%
12 -26 -07 SWM PLAN)
2' TO 10'
CURRENT PROPOSED
E
POST DEVEL- IMP.AREA
23
COMMUNITY CENTER
128.256
63,757
49%
(10 -21 -13 PLAN)
068 STONE
NOTE: SEE STORMWATER MANAGEMENT PLAN DATED 2- 26 -07, PREPARED BY WW ASSOCIATES AND
APPROVED BY ALBEMARLE COUNTY FOR SPECIFICS ON ANTICIPATED POST- DEVELOPMENT CONDITIONS
THE 2 -26 -07 PLAN PROVIDES ALL OF THE INFORMATION FOR THE ASSUMED POST- DEVELOPMENT CONDITIONS
FOR THE SITE, BUT DOES NOT PROVIDE THE SPECIFICS ON THE BIOFILTER OR ROUTING RESULTS FOR THE BIOFILTER.
THE BELVEDERE -PHASE 1 BLOCKS 3, 4A, 5A, 6B & 9A PLAN, DATED 8 -14 -07 AND PREPARED BY WW ASSOCIATES
PROVIDES THE DETAILS AND ROUTING RESULTS FOR THE BIOFILTER. BOTH PLANS WERE APPROVED IN 2007 AND
THE STORMWATER FACILITIES HAVE SINCE BEEN BUILT ON -SITE.
Additional Stormwater Measures
THE STORMWATER MANAGEMENT PLAN FOR THE SOCA FIELDHOUSE UTILIZES THE EXISTING FOREBAY, BIOFILTER
AND DETENTION FACILITIES WHICH WERE SIZED WITH THE ANTICIPATION OF THE SOCA FIELDHOUSE SITE
BEING DEVELOPED TO 65% IMPERVIOUSNESS.
36 "IP.4iN j�4
2500 P.S.I. CONCREI "" ..
BASE AND TFEHUST
3{ 1
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL PILE
WHEN THE SOIL IS DISTURBED OR WHE
A HYDRANT IS LOCATED IN A. FILL, ANCHOR
THE VALVE TO 'THE HYDRANT WITH 2 -3/4"
THREADED RODS IN ADDITION TO POURING
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
6" GATE
VALVE
8" X 6'
TEE
3/4" THREADED RODS TO
MAIN IN ALL INSTALLATIONS.
RODS SHALL BE GALVANIZED
OR ASPHALT COATED
NOTE :
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF COIIC:RETE.
2. MAINTAIN A 3' RAIN, COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, EF
REQUIRED TO BE IN }NET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
SCALE:NTS
SITE DEVELOPMENT AREA
POST- DEVELOPMENT CONDITIONS
VARIES THREADED COUPLING
PVC NIPPLE AND CAP
PVC SLEEVE - or
17—
BRASS NIPPLE AND CAP
LUBRICATE ALL THREADS
THRUST BLOCK
METER BOX (SEE FIG. W -7)
VALVE OX �`
1 NO, 57 STONE
M.J. FITTING
2" PIPE SLOPED
TO DRAIN IF
GRADE ALLOWS
VARIES VARIES 2" GALV. OR BRASS
PIPE
2" THREADED TAP
PLUG
DEAD END
(TYPE "A ")
TYPICAL BLOW -OFF ASSEMBLY (TYPE A
SCALE:NTS
WATER MAIN
VARIES'
LVE BOX
TO METER BOX (SEE FIG. W -6
THRU W -7E).
L I
LIES ' 2" COPPER
RVLJ VMLVC I V I CC
(COAT RODS WITH BITUMINOUS PAINT)
2" CORP. STOP
4" PLUG THREADED FOR
2" CORP. STOP
PIPE
NOTES:
- GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA.
- SERVICE LINE TO CONNECT AT MAIN WITH X "x4" TEE.
- REFER TO FIG. W -3 FOR THRUST BLOCK DETAILS ON TEE.
- REFER TO FIG. W -5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER
ON GATE VALVE.
- NO CONCRETE SHOULD BE POURED ON ANY PART OF THE MECHANICAL JOINT.
USE USE PLASTIC SHEETING AS PROTECTION FOR BOLTS.
- USE 2500 P.S.I. CONCRETE.
LARGE METER SERVICE LINE
SCALE:NTS
mcl\ee t —arson ana rle€a �porT t. onceprs, LTa. reserve Tne€r common law copyrlgnT ana orner property ngnrS In Tnese 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 assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd.
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434. 977. 1 194
www.mckeecarson.com
AI,TH OF t"N
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1.08- 08 -11: COUNTY COMMENTS
2.09-30-11: COUNTY COMMENTS
3.11- 16 -11: COUNTY COMMENTS
4.08- 08 -13: MINOR AMENDMENT
5.10-21-13: COUNTY COMMENTS
6.04- 08 -14: COUNTY COMMENTS
7.05- 06 -14: COUNTY COMMENTS
DESIGNED
CHECKED
SCALE
DATE
PROJECT
SHEET NUMBER
4W
BT, CM, AF
RBM
1 " =20'
06/04/14
0817
OF 12
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
c,
6' MIN
2' TO 10'
✓/
E
—VALVE BO'
068 STONE
36 "IP.4iN j�4
2500 P.S.I. CONCREI "" ..
BASE AND TFEHUST
3{ 1
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL PILE
WHEN THE SOIL IS DISTURBED OR WHE
A HYDRANT IS LOCATED IN A. FILL, ANCHOR
THE VALVE TO 'THE HYDRANT WITH 2 -3/4"
THREADED RODS IN ADDITION TO POURING
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
6" GATE
VALVE
8" X 6'
TEE
3/4" THREADED RODS TO
MAIN IN ALL INSTALLATIONS.
RODS SHALL BE GALVANIZED
OR ASPHALT COATED
NOTE :
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF COIIC:RETE.
2. MAINTAIN A 3' RAIN, COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, EF
REQUIRED TO BE IN }NET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
SCALE:NTS
SITE DEVELOPMENT AREA
POST- DEVELOPMENT CONDITIONS
VARIES THREADED COUPLING
PVC NIPPLE AND CAP
PVC SLEEVE - or
17—
BRASS NIPPLE AND CAP
LUBRICATE ALL THREADS
THRUST BLOCK
METER BOX (SEE FIG. W -7)
VALVE OX �`
1 NO, 57 STONE
M.J. FITTING
2" PIPE SLOPED
TO DRAIN IF
GRADE ALLOWS
VARIES VARIES 2" GALV. OR BRASS
PIPE
2" THREADED TAP
PLUG
DEAD END
(TYPE "A ")
TYPICAL BLOW -OFF ASSEMBLY (TYPE A
SCALE:NTS
WATER MAIN
VARIES'
LVE BOX
TO METER BOX (SEE FIG. W -6
THRU W -7E).
L I
LIES ' 2" COPPER
RVLJ VMLVC I V I CC
(COAT RODS WITH BITUMINOUS PAINT)
2" CORP. STOP
4" PLUG THREADED FOR
2" CORP. STOP
PIPE
NOTES:
- GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA.
- SERVICE LINE TO CONNECT AT MAIN WITH X "x4" TEE.
- REFER TO FIG. W -3 FOR THRUST BLOCK DETAILS ON TEE.
- REFER TO FIG. W -5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER
ON GATE VALVE.
- NO CONCRETE SHOULD BE POURED ON ANY PART OF THE MECHANICAL JOINT.
USE USE PLASTIC SHEETING AS PROTECTION FOR BOLTS.
- USE 2500 P.S.I. CONCRETE.
LARGE METER SERVICE LINE
SCALE:NTS
mcl\ee t —arson ana rle€a �porT t. onceprs, LTa. reserve Tne€r common law copyrlgnT ana orner property ngnrS In Tnese 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 assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd.
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434. 977. 1 194
www.mckeecarson.com
AI,TH OF t"N
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1.08- 08 -11: COUNTY COMMENTS
2.09-30-11: COUNTY COMMENTS
3.11- 16 -11: COUNTY COMMENTS
4.08- 08 -13: MINOR AMENDMENT
5.10-21-13: COUNTY COMMENTS
6.04- 08 -14: COUNTY COMMENTS
7.05- 06 -14: COUNTY COMMENTS
DESIGNED
CHECKED
SCALE
DATE
PROJECT
SHEET NUMBER
4W
BT, CM, AF
RBM
1 " =20'
06/04/14
0817
OF 12
General Landscape Notes
1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION OR NOTED TO BE REMOVED.
2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIP LINE OF EXISTING TREES. CONTRACTOR SHALL CONTACT OWNER OR LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE
PROTECTION EFFORTS PRIOR TO MOBILIZATION. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY OWNER, BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE.
3. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIP LINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL
BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIP LINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL
BOBCAT/TRACT -HOE.
4. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES).
5. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL
PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS.
6. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE
ARCHITECT 48 -HOURS PRIOR TO DELIVERY.
7. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING.
8. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2 -INCH DEPTH. MULCH RINGS 24- INCHES MIN. IN DIAMETER ARE TO BE
PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS.
9. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. r { f ; /•F r a '.f ""
10. STABILIZATION MAT MAY BE APPLIED TO ALL SLOPES EXCEEDING 3:1 (TO BE DETERMINED BY LA AND ENGINEER). TREE PLANTING AND MEADOW MIX SPREADING SHALL BE PERFORMED IN A MANNER THAT
DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE OR MAT (IF USED). SLOPE PROTECTION MATTING SHALL BE AN APPROPRIATE NORTH AMERICAN GREEN PRODUCT. CONSULT LA AND ENGINEER
PRIOR TO ORDERING FOR TYPE AND QUANTITY. J , ' ;s.
r . r
11. PRUNE /LIMB UP EXISTING TREES IN ANY BIO- RETENTION AREA TO 15' ABOVE GRADE. TO BE COORDINATED IN FIELD WITH LANDSCAPE ARCHITECT AND SURVEILLANCE CONSULTANTS. r
12. FIRE HYDRANTS, FIRE PUMP TEST HEADER, FIRE DEPARTMENT CONNECTIONS OR FIRE SUPPRESSION SYSTEM CONTROL VALVES SHALL REMAIN CLEAR AND UNOBSTRUCTED BY LANDSCAPING, PARKING
OR OTHER OBJECTS. NO LANDSCAPING OF ANY TYPE SHALL BE PLANTED WITHIN A FIVE (5) FOOT RADIUS OF ANY FIRE HYDRANT OR FIRE DEPARTMENT CONNECTION. LANDSCAPING IN THE AREA OF FIRE 5 PO ;
�—
DEPARTMENT CONNECTIONS SHALL BE OF THE TYPE THAT WILL NOT ENCROACH ON THE REQUIRED FIVE (5) FOOT RADIUS ON MATURITY OF THE LANDSCAPING s %
,
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? II ✓'� �� /. � '. ^:.r f % r ? ,:mss :/ j <:,I ? 1 1 1 1 I`"- 1"l-`T .;r E T1� I I I —I (,.,, 1 1 1 1 1 1 I I
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Landscace Maintainence Notes
1. LANDSCAPING NOTES TREES, PLEASE MAINTAIN CANOPY TO 60 ".
2. RECOMMEND CLEAR SIGHT LINES FROM STREET THRU THE DEVELOPMENT,
CURRENT PLANS SHOW TREES THAT IF MATURE WOULD NOT ALLOW PATROL
OFFICERS TO OBSERVE ACTIONS WITHIN THE AREA.
Landscape Calculations
TOTAL PARKING AREA 17,104 sf (IMMEDIATE SOCA /CIVIC CORE PARKING)
TOTAL LANDSCAPED AREA REQUIRED 855 sf (5% PARKING AREA)
TOTAL LANDSCAPED AREA PROPOSED 5,127 sf (30 %)
MINIMUM CANOPY COVERAGE 7,361 sf (10% TOTAL SITE)
CANOPY COVERAGE PROVIDED ON SITE 5,312 sf (7.3% TOTAL SITE)
CANOPY COVERAGE PROVIDED STREET TREES 3,759 sf (5.1 %)
TOTAL CANOPY COVERAGE 9,071 sf (12.4 %)
...... ...
- _ ....... ..........
1 QB _2 CF
Aft 3 CF
— 1 QB —
Ccv
690 flj�
1.
r
.F
...........
' '
& SANITARY SE EASEMENT
McKee Carson and Field Sport Concepts, LTC. 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 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 uonceprS, LTa.
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434. 977. 1 194
www.mckeecarson.com
psI,TH Op ri
d 15TOP NT E
Lic. No. 0406001716
APE A1L0' _
W
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1.08- 08 -11: COUNTY COMMENTS
2.09-30-11: COUNTY COMMENTS
3.11- 16 -11: COUNTY COMMENTS
4.08- 08 -13: MINOR AMENDMENT
5.10-21-13: COUNTY COMMENTS
6.04-08-14: COUNTY COMMENTS
7.05-06-14: COUNTY COMMENTS
DESIGNED CM
CHECKED RBM
SCALE
DATE
PROJECT
SHEET NUMBER
1 " =20'
06/04/14
0817
OF 12
Luminaire Schedule
""J e t
_
a'
6"1
T -.i
Symbol
Label
Qty
Catalog Number
Description Lamp
File
Lumens LLF Watts
1
C
1
Bega 6540MH
SURFACE WALL W/
SHIELDED LIGHT 70MH
6540.MH.ies
6600 1.00 85
2
G
737.6
545.8
SOURCE
180.0
0.0
3
G
680.0
545.7
WALL MOUNTED LUMINAIRE
180.3
0.0
4
F
10
Bega 6338P
W /SHIELDED LIGHT SOURCE /DIE (1) 18 W CF
6338P.ies
1250 1.00 24
5
G
735.8
476.0
CAST ALUMINUM LOUVERED QUAD -4P
0.0
0.0
6
G
681.9
475.6
HOUSING, CLEAR CRYSTAL GLASS
0.0
0.0
7
G
6
DSX1 LED 1
30B700/40K SR4
DSX1 LED WITH 1 LIGHT
ENGINE, 700mA DRIVER, ONE 73.4 WATT LED,
DSX1 -LED 1
Absolute 1.00 73.4
0
F
840.9
MVOLT MOUNTED
ON 20' STEEL POLE
4000K LEDS, TYPE 4 AIMED DOWN POS.
30B700 40X-
SR4)M\70LT.ies
0.0
9
F
859.5
704.5
OPTICS
0.0
0.0
10
F
880.6
704.8
8 "L. x 6 "W x 11 "H. LED ROUND CEILING
0'0
0.0
•
H
2
Bega 6698LED
AND WALL LUMINAIRE ONE MODULE
6698LED.ies
Absolute 1.00 20.4
.8
WITH ONE 3000K LENS ARRAY, GLASS
12
F
8891.7
706.5
GLASS LENS W/ ALUMINUM REFLECTOR
0.0
0.0
13
F
909.6
709.1
WALL MOUNTED LUMINAIRE
0.0
0.0
•
1
14
WAC WS- W2605-
W
W /SHIELDED LIGHT SOURCE /DIE WALL SCONCES
WS -W2605
787 1.00 18.3
15
F
973.8
BZ
CAST ALUMINUM LOUVERED 18 WATT LED
BZ.ies
0.0
16
H
814.0
694.2
HOUSING CLEAR CRYSTAL GLASS
252.8
0.0
ALL LUMINARIES ARE FULL CUTOFF DARKSKIES
Al 1 r..AI r.1 II ATIr)NS ARF INITIAI WITH A 1 nn I I F r-Al r l II ATIr1N
Luminaire Locations
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6"1
T -.i
LED Area Ltil'T1inalre
No.
Label
Location
X Y
MH
Orientation
Tilt
1
G
806.2
546.3
20.0
182.5
0.0
2
G
737.6
545.8
20.0
180.0
0.0
3
G
680.0
545.7
20.0
180.3
0.0
4
G
807.3
477.7
20.0
0.0
0.0
5
G
735.8
476.0
20.0
0.0
0.0
6
G
681.9
475.6
20.0
0.0
0.0
7
F
819.7
703.5
15.0
0.0
0.0
8
F
840.9
704.1
15.0
0.0
0.0
9
F
859.5
704.5
15.0
0.0
0.0
10
F
880.6
704.8
15.0
0'0
0.0
.1 i
C
8 9
7A 0
01
11s.0
0 0
0.9
.8
12
F
8891.7
706.5
15.0
0.0
0.0
13
F
909.6
709.1
15.0
0.0
0.0
14
F
924.7
711.5
15.0
0.0
0.0
15
F
973.8
717.3
15.0
0.0
0.0
16
H
814.0
694.2
15.0
252.8
0.0
17
H
814.4
674.0
15.0
252.8
0.0
18
1
829.2
651.7
15.0
252.8
0.0
19
1
829.0
626.6
15.0
252.8
0.0
20
1
829.0
601.4
15.0
252.8
0.0
21
C
826.3
487.6
15.0
252.8
0.0
22
1
829.0
575.5
15
252.8
0
23
1
829.0
550.3
15.0
252'8
0.0
24
1
979.9
696.0
15.0
252.8
0.0
25
1
992.8
656.1
15.0
252.8
0.0
26
1
993.0
625.7
15.0
252.8
0.0
27
1
993.0
594.4
15.0
?52.8
0.0
28
1
993.0
565.5
15.0
252'8
0.0
29
1
993.0
535.7
15.0
252.8
0.0
30
1
993.0
506.6
15.0
252'8
0.0
31
1
993.0
477.4
15.0
252'8
0.0
32
1
992.8
676.7
15.0
252.8
0.0
33
F
950.8
719.1
15.0
0.0
0.0
34
F
935.0
717.0
15.0
0.0
0.0
Statistics
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6"1
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LED Area Ltil'T1inalre
8 Z5
Description
Symbol
Avg
Max
Min
Max /Min
Avg /Min
BELVEDERE BLVD
+
0.0 fc
0.3 fc
0.0 fc
N/A
N/A
ENTRANCE
+
0.5 fc
0.9 fc
0.1 fc
9.0:1
5.0:1
PARKING EAST SIDE
+
0.6 fc
1.7 fe
0.1 fc
17.0:1
6.0:1
PARKING LOT
+
1.9 fc
16.8 fc
0.2 fc
84.0:1
9.5:1
PROPERTY LINE
+
0.2 fc
0.5 fc
0.0 fc
N/A
N / A
WALKWAY
+
0.8 fc
6.3 fc
0.1 fc
63.0:1
8.0:1
General Lighting Notes
9 9
1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE
A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM
ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTINGf}
FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING
DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE.
2. CONTRACTOR TO ENSURE SPILLOVER AT THE RIGHT -OF -WAY LINE FOR BELVEDERE BLVD. DOES NOT EXCEED
0.5 FOOTCANDLES.
I
♦ 1
♦ 1
♦ 1
1
3. ♦ 1
♦ 1
� 1
� II
1
1
� 1
� !1
1
{1
'1
!1
!1
1
1
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- y
_ � I
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LED Area Ltil'T1inalre
8 Z5
1
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::t. we 3 .. ^< , .. �.�,..,,�,..
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TYP. LI�HTINd
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t3.F,
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Introduction
s ii iii.
1
The E-nodern 5tylinq of the D-Serie5 is staking
FIXTURE
yet 1ur{obtrU ive ' n1ciG ng a bold, dl ,Or9a{es lve
W
1-23
Specifications
I.
L.M11NA RE ; 6335P - SEE
:z (DETAIL C /09
G 3
G -Z G -1
✓
-': FICATIO%
LED technology Into a high Performance, high
- - - IC-'I -
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4,ftiS. 1G� .f r7f� it;w'll.l. Y.Enuirr. Thdt iitStCi 12n
k b
L.'iC. ^iEi)'- i?i L'J! +Ii�1F +IFc
k
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Q
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10t'Verpo"" rc j�;ity. k. is 1dai far replacing 00,
Height: 1h
..,
1'E1' CJi -ERS,.
+fi - ?t�t nett vl h alidE:. to )E'°(`{`?' "sti E'�(t �ncl calf' iC htinc}
h.
STAN? AR,') BEGA FIMSHES.
0"
'r 7"
F
1 l
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,
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D ETAIL A/09 ON SHEET ) TYP. LIGHTING FIXTURE
�
1 5 '
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.
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v, f ., E ,. :.n :?' r 5 $ ^ : i,5, ;,,,:,,..: %: s 3 a s i .i (!t 3 '� s
4 j.., ; "�'. ct ? .1 i �, /.'.,. r { .i F , °'f. ®° :, s -= 1 ..,%
s, ft.C. ., a..:.; . " r 1 !i R. x - , ' Fi;q, n ;N�.2 sl.q ./. ;€ A „%s t. %} r ,7 3
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5 f f . _r
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1 V J .{
... y, t7.z i �......... ........V J..... ............ ..... ✓ 3'f
f
I T .� was _.
1 0.= } -. a�.........
..3, 3
bt1. .......... tt:: �j: .... t:.. (5 uCa u`q 9).o PIn
r r r r r r r - - r r r r r r r ....... .. ... ��'
Ei,1 I
r - - - - - - - - - - - - - - - - - - r - - - r r r r r r r r r r r r r - - - - r r r r r r r r r r r r r r - - - - - - - r r - - r
I r r r rr
scale : 1" = 20' contour interval : 2'
0 20 40 80
�t
I
1B
\OfES:
L,:::1r :RE xY &54C4fi -!ZEE :;FECIf: Kr Alli; ?4S;
;,i) 7 {)',x �LRiCdf?i',;%- (r �O- 3 -r "IVj tAV7 F.L1: ?i ?tAitC
:14LLAST ;ZrC'vll:fi) I.NSIiI:. UJ!!I ?L:IIEE
J 'i7 ;oW TS :;: fAH LA i., (Ei; oT >IErS) 0,ATED
IfiS'�rE LCta'•NAJre
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STMO." C Du';A
i
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I ti-
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- sru.. 'SALT M;4NUGHT IFF
i.« s Z6. aa�r' l r le uoe •. Lx y�;aNC
LIGHTING FIXTURE DETAIL
-
SECTION
' i_-------..---_- ---------------------
- -_.__- - - - - -�
I/
- - -'
09 ) SECTION
HD-020
N.T.S.
HD-020
N.T.S.
""J e t
'r 05XI LED 1 306700r40K6R4 MV0LT
,,,:......:.
LED Area Ltil'T1inalre
8 Z5
'Iltf (t 1St-
RTSIiII1l��TS � "-�
'•
f-
Introduction
The E-nodern 5tylinq of the D-Serie5 is staking
yet 1ur{obtrU ive ' n1ciG ng a bold, dl ,Or9a{es lve
W
y.- .....- NOTES
Later{ ien Ewen as it blend:5 searsii s 1p `vvitl i its
Specifications
I.
L.M11NA RE ; 6335P - SEE
2 ft'
-
✓
-': FICATIO%
LED technology Into a high Performance, high
i 2.
13;`1 UNI` 3AL "Ot' 2 ?7`ej ELEOTRCWC eAU_A`t-T
4,ftiS. 1G� .f r7f� it;w'll.l. Y.Enuirr. Thdt iitStCi 12n
L.'iC. ^iEi)'- i?i L'J! +Ii�1F +IFc
Width: }�
�
r s 1 - E
Xe.,iI43f1t uniotTD:ky, „.,k`u`v �L° 13c If7U t.l;L
Q
L
10t'Verpo"" rc j�;ity. k. is 1dai far replacing 00,
Height: 1h
..,
1'E1' CJi -ERS,.
+fi - ?t�t nett vl h alidE:. to )E'°(`{`?' "sti E'�(t �ncl calf' iC htinc}
h.
STAN? AR,') BEGA FIMSHES.
of plications .rite typical energy say r? s of I;M;%;
(man): <
ak e
O
10 "ZHONIA
LL '.0k.,,11) L:Ed I!, ?II E'/ t LLEJ CHI ° n
F.tti,l }�.3 ia.l a :,; ,:,.:::
'-a•F'txxk._ '3
O
U
.
'CALF fl014w - lir? �l ;?t 4L1= `:;:i,`..'ilh C: taa51 •,�1tSif
SLIGHTING
o
�
°
FIXTURE
Z
t/1
Q
DETAIL
0
09 ) SECTION
HD-020
N.T.S.
HD-020
N.T.S.
LIGHTING FIXTURE DETAIL HD -020
SECTION N.T.S.
I
...........- i....... °f eaC.tES:
....................
e l 7 ?. C'E'9i FU.d57 -SEE
xr r s t w t �+t s, � t A? nv a 2l { 1:.N P+u t&m . ,»�S• E4.537,d.s aA a Aav
iu1 Mp :Irv. iicr. f�a: F.Nm Gz A:Ota
>R. .C. \:.n lEi - L., VDT' . C.,l... .),S A•.q"d ; cGG:ic3liaa
.,
LIGHTING FIXTURE DETAIL
SECTION
Sty
.............?
r= a i
i
t � SIS •
it
' 4
Pratt t.Ersr,{inz�nn lusLdlEi� tFr wrt effxenf i.[Dlx,'IiII" {grry Wane }�tlr in s<fleaur f,rsu(v�ri aT Upi cs Fir.a{,Veating tyhlttiacar {J,eJfiEe witherx'ro,e:fs /t
LED dsrrn ti9rr+{.,rrect zrao eat and vrailmaaEght7np.
TUBE -- model: WS- W2605 ` AC L.,I HTI N
LED Outdoor Sconce Luminiare Re pc>risitale ..ig1-)11rl
LIGHTING FIXTURE DETAIL
SECTION
tvlcNee Larson ana rieia )porn uonceprS, LTC1. reserve Tneir common law copyngnT ana Omer property rlgnrs In Tnese 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 assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd.
HD-020
N.T.S.
HD-020
N.T.S.
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434. 977. 1 194
www.mckeecarson.com
""J e t
'r 05XI LED 1 306700r40K6R4 MV0LT
,,,:......:.
LED Area Ltil'T1inalre
J
'Iltf (t 1St-
RTSIiII1l��TS � "-�
'•
f-
Introduction
The E-nodern 5tylinq of the D-Serie5 is staking
yet 1ur{obtrU ive ' n1ciG ng a bold, dl ,Or9a{es lve
W
Later{ ien Ewen as it blend:5 searsii s 1p `vvitl i its
Specifications
>r:vavtun{'rtt.
2 ft'
Ci,aer f n fl ,ti';ls the benefits of the latest in
SPA
LED technology Into a high Performance, high
Length: 3'
4,ftiS. 1G� .f r7f� it;w'll.l. Y.Enuirr. Thdt iitStCi 12n
fahvtfasr;� ttt I E;3r{tt 3i ca rE a tS it, sites,&Ith
Width: }�
�
r s 1 - E
Xe.,iI43f1t uniotTD:ky, „.,k`u`v �L° 13c If7U t.l;L
Q
L
10t'Verpo"" rc j�;ity. k. is 1dai far replacing 00,
Height: 1h
..,
... ^
+fi - ?t�t nett vl h alidE:. to )E'°(`{`?' "sti E'�(t �ncl calf' iC htinc}
Weight „
U
of plications .rite typical energy say r? s of I;M;%;
(man): <
' .
O
10 "ZHONIA
ni. f Ilae Cv ! r > a c: r '.'? a, �.9 ✓+,i *
F.tti,l }�.3 ia.l a :,; ,:,.:::
O
LIGHTING FIXTURE DETAIL HD -020
SECTION N.T.S.
I
...........- i....... °f eaC.tES:
....................
e l 7 ?. C'E'9i FU.d57 -SEE
xr r s t w t �+t s, � t A? nv a 2l { 1:.N P+u t&m . ,»�S• E4.537,d.s aA a Aav
iu1 Mp :Irv. iicr. f�a: F.Nm Gz A:Ota
>R. .C. \:.n lEi - L., VDT' . C.,l... .),S A•.q"d ; cGG:ic3liaa
.,
LIGHTING FIXTURE DETAIL
SECTION
Sty
.............?
r= a i
i
t � SIS •
it
' 4
Pratt t.Ersr,{inz�nn lusLdlEi� tFr wrt effxenf i.[Dlx,'IiII" {grry Wane }�tlr in s<fleaur f,rsu(v�ri aT Upi cs Fir.a{,Veating tyhlttiacar {J,eJfiEe witherx'ro,e:fs /t
LED dsrrn ti9rr+{.,rrect zrao eat and vrailmaaEght7np.
TUBE -- model: WS- W2605 ` AC L.,I HTI N
LED Outdoor Sconce Luminiare Re pc>risitale ..ig1-)11rl
LIGHTING FIXTURE DETAIL
SECTION
tvlcNee Larson ana rieia )porn uonceprS, LTC1. reserve Tneir common law copyngnT ana Omer property rlgnrs In Tnese 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 assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd.
HD-020
N.T.S.
HD-020
N.T.S.
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434. 977. 1 194
www.mckeecarson.com
1. 08- 08 -11: COUNTY COMMENTS
2.09-30-11: COUNTY COMMENTS
3.11- 16 -11: COUNTY COMMENTS
4.08- 08 -13: MINOR AMENDMENT
5.10-21-13: COUNTY COMMENTS
6.04- 08 -14: COUNTY COMMENTS
7.05- 06 -14: COUNTY COMMENTS
DESIGNED CM
CHECKED RBM
SCALE
1" = 20'
DATE
06/04/14
PROJECT
J
Q
f-
W
I)
°
W
Z
•�
Z
Q
_
IL
U
�
Q
'-
ry
I-
W
o
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U
LPL
O
O
U
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o
�
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Q
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Q
0
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<-
_
1. 08- 08 -11: COUNTY COMMENTS
2.09-30-11: COUNTY COMMENTS
3.11- 16 -11: COUNTY COMMENTS
4.08- 08 -13: MINOR AMENDMENT
5.10-21-13: COUNTY COMMENTS
6.04- 08 -14: COUNTY COMMENTS
7.05- 06 -14: COUNTY COMMENTS
DESIGNED CM
CHECKED RBM
SCALE
1" = 20'
DATE
06/04/14
PROJECT
0817
SHEET NUMBER
09
OF 12
REFER TO TREE
STAKING DETAIL
D
10
TRENCH EDGE AROUND
ENTIRE AREA TO BE
MULCHED
REFER TO ROOTBALL PIT
DETAIL
E
10
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.
Al TREE PLANTING
SECTION
ER TO TREE D
<ING DETAIL 1 0
DT COLLAR SHALL REMAIN
)OSED.
MPACT EXCAVATED SOIL
FORM ROOTBALL PIT
DOWNHILL SIDE OF TREE
=NCH EDGE AROUND
rlRE AREA TO BE
LCHED
ER TO ROOTBALL PIT
41L E
NOTES: 1 O
1. SET TREE PLUMB. STAKE ONLY AS DIRECTED BY THE LANDSCAPE ARCHITECT.
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
TREE PLANTING ON SLOPE
SECTION
LD -004
N.T.S.
LD -0os
N.T.S.
NOTES:
1. SET SHRUB PLUMB.
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.
SHRUB PLANTING
SECTION
SPECIMEN SHRUB
(AS SPECIFIED ON
DRAWINGS)
TRENCH EDGE AROUND
ENTIRE AREA TO BE
MULCHED
UNAMENDED BACKFILL FOR
SHRUB PLANTED INDIVIDUALLY.
REFER TO SOIL PREPARATION
SECTION OF SUPPLEMENTAL
LANDSCAPE NOTES FOR SHRUBS
PLANTED IN CONTINOUS BEDS.
FOR CONTAINERIZED SHRUBS,
THOROUGHLY SCARIFY ROOT -
BALLS IN A VERTICAL RADIAL
PATTERN PRIOR TO PLANTING.
SEVERELY ROOTBOUND SHRUBS
SHALL BE REJECTED.
REFER TO ROOTBALL PIT
DETAIL FOR PREPARATION
OF INDIVIDUAL PLANTING
HOLES
OPTION A: (PREFERED) VERTICAL
STAKING- VERTICAL OAK STAKES
TO BE PLACED OUTSIDE LIMITS OF
TREE PIT. 2 -3 STAKES AND GUYS
PER TREE. SET STAKES 180^ OR 120^
AROUND PLANT PIT. ATTACH
WITH ' ARBORTIE' OR EQIVALENT
WOVEN STRAPPING TIED IN
SLACK LOOP AT TRUNK AND
PULLED SLIGHTLY TAUT TO STAKE.
OPTION B: DIAGONAL STAKING -
(FOR EVERGREENS ONLY)
1- OAK STAKE ATTACHED
AT TRUNK WITH SLACK LOOP
OF'ARBORTIE' OR EQUIVALENT.
STAKE TO BE DRIVEN INTO
UNDISTURBED SOIL OUTSIDE
LIMITS OF PLANTING PIT.
OPTION C: GUY STAKING -
3 STAKES AND GUYS PER
TREE. 3 -18" MIN. OAK STAKES
SET BELOW GRADE. STAKES
TO BE SET IN UNDISTURBED
SOIL, SET STAKES 120^ AROUND
PLANT PIT. ATTACH WITH
ARBORTIE OR EQUIVALENT
WOVEN STRAPPING IN SLACK
LOOP AT TRUNKAND PULLED
SLIGHTLY TAUT TO STAKE.
1. ALL TREES LESS THAN 4" CALIPER OR 12' HIEGHT TO BE STAKED. CONTRACTOR TO NOTIFY
THE LANDSCAPE ARCHITECT OF CONDITIONS SUCH AS EXPOSURE TO STRONG WINDS,
VANDALISM POTENTIAL, EXCESSIVE CROWN MASS, OR OTHER CONDITIONS THAT
NECESSITATE STAKING OR THAT COMPROMISE PLANT SURVIVABILITY AND /OR
CONTRACTOR'S WARRANTY.
2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE DISCOVER OR INCURRED
DURING THE PLANTING PROCESS.
TREE STAKING OPTIONS
SECTION
LD_002
N.T.S.
NOTES:
1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION
WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE
TO THESE PLANTING CRITERIA OR WHERE CONDITIONS
RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY
OR WARRANTY.
2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF
ANY PLANT DAMAGE DISCOVERED OR INCURRED
DURING PLANTING PROCESS.
ROOTBALL PIT
SECTION
Y
ze
(RADIUS TO BE AS 14w I
SHOWN ON PLANS) I Uj CI
-- - - - - - - -
- -AL
ST'D CG -12 I
X � `
4' SIDEWALK I
�., I i
xx STREET APPROACH SAME SURFAC A- 1
ROAD ptYG AS MAINLINE
C
ARADIRL COMBINA ON
CURB AND GUTT
( ST'D. CG -6)
I W x TIO
N PLOW N NE
EXPANSION JOINT -tj A
- - `- of
NOTE, WIDTH "B" 2' -0" OR AS MAINLINE ROADWAY
SHOWN ON TYPICAL SECTION.
PLAN VIEW
ADD MULCH OVERTOP OF ROOTBALL
AND PLANTING PIT LIMITS, BEGINNING
AT NO MORE THAN 1" DEPTH NEAR
TRUNK AND TAPERING UP TO A DEPTH
OF 3" AT PLANTING PIT LIMITS, THEN
TAPER TO PROPOSED FINISHED GRADE.
KEEP MULCH CLEAR OF ROOT COLLAR.
STAKE ONLY AS DIRECTED D
BY LANDSCAPE ARCHITECT. 1 0
REFER TO TREE STAKING DETAIL.
ROOT COLLAR SHALL BE EXPOSED AND
FREE OF SOIL. SET TOP OF ROOTBALL
LEVEL WITH OR SLIGHTLY ABOVE
SURROUNDING FINISHED GRADE.
CUTAWAY AND REMOVE ALL WIRE
BASKETS AND /OR NON- BIODEGRAD-
ABLE ROOTBALL WRAPPING AFTER
FINAL TREE PLACEMENT. BURLAP ROOT -
BALL WRAPPING TO BE UNTIED FROM
TRUNK AND CUTAWAY TO A POINT AT
LEAST 1/2 DISTANCE DOWN ROOTBALL.
BACKFILL TO TERMINATE AT TOP
OUTSIDE LIMITS OF PLANTING PIT
TAPER SIDES OF PIT AT 1:1. SCARIFY
TO LOOSEN SOIL.
BACKFILL WITH CULTIVATED, ORIGINAL
SOIL FROM ROOTBALL PIT EXCAVATION
IF LOOSE. IF EXCAVATED MATERIAL IS
NOT LOOSE, SUBSTITUTE WITH APPROVED
TOPSOIL MATERIAL. COMPACT BACKFILL
IN LIFTS BY FOOT. WATER THROUGHLY
AT 1/2 DEPTH TO SETTLE SOIL.
TAMP SOIL THROUGHLY AT BASE
OF ROOTBALL TO PREVENT SHIFTING.
ROOTBALL TO BE SET ON UNDISTURBED
SOIL UNLESS HARDPAN IS PRESENT. IF
HARDPAN IS PRESENT, SCARIFY BASE
OF PLANT PIT. BREAK THROUGH AND
LOOSEN ALL HARDPAN (REMOVE AS
NECESSARY TO FACILITATE DRAINAGE).
RETURN EXCAVATED MATERIAL TO
PLANT PIT AND COMPACT THOROUGHLY.
LD-001
N.T.S.
TOPSOIL:
1. TOPSOIL SHALL BE FERTILE, GRANULAR, FRIABLE LOAM, FREE OF STONES OR OTHER
DEBRIS LARGER THAN 1 1/2" DIA. AND NOXIOUS WEEDS OR WEED SEED. LOAM SOILS SHALL
HAVE A CLAY CONTENT BETWEEN 15 -27 %, USDA TEXTURAL CLASSIFICATIONS: LOAM, SANDY
LOAM, SILT LOAM. SOIL PH SHALL RANGE BETWEEN 6 AND 7. SUBMIT SOIL SAMPLE AND SOIL
TEST REPORT TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
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 NOTE 1 ABOVE, FOR TOPSOIL REQUIREMENTS].
2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS IN CONTIGUOUS PLANTING
BEDS (NOT INDIVIDUAL PLANTING HOLES) SHALL CONSIST OF THE FOLLOWING UNLESS
OTHERWISE INDICATED ON THE DRAWINGS.
PLANTING SOIL MIX BY VOLUME:
80% TOPSOIL AS SPECIFIED UNDER NOTE 1 'TOPSOIL'
20% FULLY COMPOSTED ORGANIC MATTER FREE OF VIABLE WEED SEED, HEAVY
METALS, AND EXCESSIVE LEVELS OF NUTRIENTS AND /OR SALTS.
SLOW RELEASE COMMERCIAL FERTILIZER AS RECOMMENDED IN SOIL REPORT
1 LB. ACTUAL NITROGEN PER 1,000 SQUARE FEET
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 NOT NOTED TO BE SAVED. SAVE AND EXCEPT
SPECIMENTS OR GROUPINGS SPECIFICALLY IDENTIFIED IN THE FIELD BY THE LANDSCAPE
ARCHITECT FOR PRESERVATION.
2. CONTACT THE LANDSCAPE ARCHITECT PRIOR TO CLEARING AND GRUBBING TO VERIFY
MATERIAL SUBJECT FOR REMOVAL.
SOIL PREPARATION- TREE SHRUB PERENNIAL GROUNDCOVER ANNUAL PLANTING BEDS:
WHERE EXISTING SOILS ARE DETERMINED TO BE ADEQUATE BY THE LANDSCAPE ARCHTITECT-
1. REMOVE EXISTING VEGETATION TO A DEPTH SUFFICIENT TO PREVENT REGROWTH_
2. CREATE V -DITCH BED EDGE AS INDICATED IN DRAWINGS OR AS DIRECTED BY LA.
3. ROTOTILL BED AREAS TO A MINIMUM DEPTH OF 6 ". REMOVE DEBRIS GREATER THAN
1 1/2" IN DIAMETER OR LENGTH.
4. SPREAD 2" FULLY COMPOSTED ORGANIC MATTER THROUGH OUT PLANTING BED.
EVENLY APPLY ORGANIC OR SLOW RELEASE FERTILIZER AS INDICATED BY SOIL
TEST, 1 LB. NITROGEN PER 1,000 SQUARE FEET. ROTOTILL AMENDMENTS INTO TOP 4" SOIL.
5. RAKE BED SMOOTH, ASSURING POSITIVE DRAINAGE TO PERIMETER. MULCH AS
SPECIFIED. WATER THOROUGHLY AFTER PLANTING.
WHERE EXISTING SOILS ARE DETERMINED TO BE INADEQUATE BY THE LANDSCAPE ARCHTITECT --
1. WHERE SUBSOILS ARE PRESENT OR WHERE EXISTING TOPSOIL IS DETERMINED TO BE
INADEQUATE FOR PLANT GROWTH, EXCAVATE BED AREAS TO A MINIMUM DEPTH OF
6" BELOW FINISH GRADE. ROTOTILL REMAINING SUBSOIL TO A MINIMUM DEPTH OF 6 .
RAKE SMOOTH AND SLOPE GRADE TOWARD BED PERIMETER.
2. ADD 3" SOIL MIX AS SPECIFIED ABOVE AND ROTOTILL TO MIX WITH CULTIVATED SUBSOIL.
LIGHTLY COMPACT, AND ADD ADDITIONAL SOIL TO ACHIEVE FINISH GRADE. ENSURE
POSITIVE SURFACE DRAINAGE TO PERIMETER OF THE BED.
3. CREATE V -DITCH BED EDGE AS INDICATED IN DRAWINGS OR AS DIRECTED BY LA.
4. RAKE BED SMOOTH, ASSURING POSITIVE DRAINAGE TO PERIMETER. MULCH AS
SPECIFIED. WATER THOROUGHLY AFTER PLANTING.
COMPACTED SUBSOILS:
1. WHERE SUBSOILS ARE COMPACTED TO A LEVEL THAT WILL INHIBIT ROOT GROWTH AND /OR
INFILTRATION OF WATER THROUGH THE SOIL PROFILE, CONTRACTOR SHALL FRACTURE
SOILS WITH A RIPPER OR SIMILAR DEVICE TO A MINIMUM DEPTH OF V-6%2, O.C. BOTH WAYS.
2. NOTIFY THE LANDSCAPE ARCHITECT IF SEVERLY COMPACTED SOILS ARE PRESENT. ADDITIONAL
MEASURES MAY BE REQUIRED TO ENSURE ADEQUATE DRAINAGE AND SUBSOIL CONDITIONS.
(RADIUS TO BE AS
SHOWN ON PLANS)
CLASS A3 �.. b p,•,' '
(H.E.S.) , . b. �' - - - -
6" CONCRETE
EXPANSION JOINT
SECTION C -C
SUPPLEMENTAL LANDSCAPE NOTES
CG -11
CG -11 COMMERCIAL ENTRANCE
N.T.S.
LD-003
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 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 eimer McKee uarson or rlela )porT c_onceprs, LTa.
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434 . 979. 7522
f: 434 . 977. 1 194
www.mckeecarson.com
pLTH OF
1 f
CC R TOPHE L. ANTLE
LICENSE No. 0406001716
11`1��
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1. 08- 08 -11: COUNTY COMMENTS
2.09-30-11: COUNTY COMMENTS
3.11- 16 -11: COUNTY COMMENTS
4.08- 08 -13: MINOR AMENDMENT
5.10-21-13: COUNTY COMMENTS
6.04- 08 -14: COUNTY COMMENTS
7.05- 06 -14: COUNTY COMMENTS
DESIGNED CM
CHECKED RBM
SCALE 1" = 20'
DATE 06/04/14
PROJECT 0817
SHEET NUMBER
1 0
OF 12
® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE.
WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE
®
THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY
10'PARASpI)C CURVE
TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB
RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE
EDGE OF SHOULDER OR 8 A MAX D
LO E CHA1rGE
INCREASED TO 7 ".
OPTIONAL FLOW LINE ® - _ - - D
WHEN ST'D. CG-111S USED FOR ENTRANCES BUILT
_
MAINLINE ROADWAY - - - - " - - - - - - -
IN CONJUNCTION WITH VDOT PROJECTS, PLEASE
SLOPE CHANGE` -. -
NOTE THE FOLLOWING:
5' MIN. 40' MIN. FOR STREET �" - D
TONTINE PAVEMENT LINE ANY CONSTRUCTED
NN TIN
STABILIZATION REQUIRED FOR MAINLINE
0' DESIRABLE FOR COMMERCI
PAVEMENT WHICH CAN BE OMITTED IN
ENTRANCE
THE ENTRANCE.)
SECTION A - A
RADIAL CURB OR COMBINATION CURB
GUIDELINES FOR GRADE CHANGE D
BEYONDTTHE R/W LLINETEXCEPTTNF RRUCTED
REPLACEMENT PURPOSES.
WHEN USED IN CONJUNCTION WITH STANDARD
ENTRANCE VOLUI E DESIRABLE MAxIMUM
STANDARRDIS TO BE ADJUSTED TO THIS THE
MOUNTABLE. CURB CONFIGURATION.
HIGH (MORE THAN 1500 VPO) D X 3 X
MEDIUM (500 -1500 VPD) &3 X 6 X
SEE STANDARD CG -12 FOR CURB RAMP DESIGN
TO BE USED WITH THIS STANDARD.
LOW (LESS THAN 500 VPD) 5 6 X 8 X
)K PLANS ARE TO INDICATE WHEN CONSTRUCTION OF
A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE
DRAINAGE ACROSS ACROSS THE ENTRANCE.
G
GUTTTERMTO PRECLUDMoNOiNG OF
PORTIIOt� OF WATER.
SPECIFICATION
METHOD OF TREATMENT -
REFERENCE
CONNECTION FOR STREET INTERSECTIONS
502
AND COMMERCIAL ENTRANCES
VIRGINIA DEPARTMENT OF TRANSPORTATION
203.04
CG -11 COMMERCIAL ENTRANCE
N.T.S.
LD-003
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 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 eimer McKee uarson or rlela )porT c_onceprs, LTa.
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434 . 979. 7522
f: 434 . 977. 1 194
www.mckeecarson.com
pLTH OF
1 f
CC R TOPHE L. ANTLE
LICENSE No. 0406001716
11`1��
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1. 08- 08 -11: COUNTY COMMENTS
2.09-30-11: COUNTY COMMENTS
3.11- 16 -11: COUNTY COMMENTS
4.08- 08 -13: MINOR AMENDMENT
5.10-21-13: COUNTY COMMENTS
6.04- 08 -14: COUNTY COMMENTS
7.05- 06 -14: COUNTY COMMENTS
DESIGNED CM
CHECKED RBM
SCALE 1" = 20'
DATE 06/04/14
PROJECT 0817
SHEET NUMBER
1 0
OF 12
500
495
M'1
BE
Wit
475
470
465
it�et17
0 +00 0 +50 1 +00 1 +50 2 +00 2 +50
SALT TREATED
_ 2 X 4 MARKER
FINISHED
2' MIN. GROUND
I
PLUG END
OF SERVICE
LATERAL
PROPERTY LINE
I
NOTES:
I
1. WHERE A SEWER SERVICE
LATERAL CONNECTS TO A
MANHOLE AND NO INVERT
CTION I ELEVATION FOR THE SERVICE
j LATERAL IS INDICATED, THE
TOP (CROWN) ELEVATION OF
THE SERVICE LATERAL PIPE
SHALL BE AT LEAST 0.2' HIGHER
---(�, THAN THE TOP (CROWN)
ELEVATION OF THE LOWEST
PIPE CONNECTED TO THE
EE. I MANHOLE.
SEWER LATERALS TAPPED INTO
j 2. AN EXISTING SEWER MAIN
SHALL BE CONNECTED USING A
PIPE SADDLE AS
PLAN j MANUFACTURED BY "SEALTITE ",
OR AN APPROVED EQUAL.
j 3. MINIMUM GRADE FOR SEWER
SERVICE CONNECTION SHALL
BE 2% (1/4" PER FOOT).
4. ALL SEWER LATERALS SHALL
HAVE A MINIMUM DIAMETER OF
4 ".
5, ALL SEWER LATERALS SHALL
HAVE A MINIMUM COVER OF 3'.
TYPICAL SEWER SERVICE
LATERAL CONNECTION
uD -DDs
3 +00 3 +50
SCALE H: 1" = 50', V: 1 "= 5'
EMBEDMENT
SPRING LINE OF PIPE
NO. 68 STONE
1" COMPRESSION x /LSERVICES
MALE PIPE COUPLIN
OR APPROVED EQU
1" TYPE "K,. FOR USE ON ALE
SOFT FAMILY RESID
COPPER OR DUAL RESIAND IRRIGATIO
1 "x1 I'M "
L�
NOTE:
NO SWEATE ITTINGS
DU SERVICE COMPRESSION x 3/4"
ALE PIPE COUPLING
OR APPROVED EQUAL
1" TYP "K"
SOFT
COPPER FOR USE ON DETACHED SINGLE
FAMILY RESIDENTIAL SERVICE
HERE AN IRRIGATION METER
IS NOT PROVIDED.
NOTE: SINGLE SERVIC
1) SADDLES SHALL BE USED ON PVC P E.
CAST IRON LID
FINISHED GRADE
-111 111- 111 -111 -III =III IIIILI 11 - ...III III- BROOKS 2200 SERIES BOX
1!4 BEND COUPLING -I LLOC LNG -III TI_ WITH EXTENSION OR
I 10 " -15" I-
(IF REQUIRED) BA II- = APPROVED EQUAL
MUELLER NO. H -15069 (1 ") V VE =11 - IN UNPAVED AREAS
NO. H -15068 (11/2", 2 ") LET & III III.
FORD NO. L02 -44 (1 ") UTLET) -T COPPERSETTER
NO. L02 -77 2 ") III McDONALD 20 -209 WWDD 33
N0. L02 -66 1 1/2 ") 3 MIN. i =1 I I- OR APPROVED EQUAL
OR APPROVED EQUAL III I I
ETER
BRIC S
CORPORATION STOP (1 ", 1 1/2 ", 2 ") NIECE ARY
MUELLER NO. B -25000
FORD NO. FB -600, OR
APPROVED EQUAL
SOURCE: F W -6- ALBEMARLE COUNTY SERVICE AUTHORITY DATED: 10 -24 -06
"E03% YPICAL SERVICE LATERAL INSTALLATIO
, 11 / PLAN AND SECTION
8 "MIN
24
REMAINING BACKFILL
SHALL NOT CONTAIN
ROCK MATERIAL LARGER
THAN 6" IN ANY
DIMENSION
INTIAL BACKFILL*
6" LIFTS
THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
HAUNCHING
BEDDING 6" max 4" min
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
(ALL PIPE)
NOTES:
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT -OF -WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68.
STONE SHALL BE PROVIDED.
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE.
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
UD -006
PLAN AND SECTION N.T.S. 1 1 DETAIL N.T.S.
UD -037
N.T.S.
4 4•
. 4.
6" MIN. l 17.5" 6" MIN.
(22.5" FOR COMPOUND METER)
_ . 4, 4 ..4 4., a.. .
.,4
60"
36"
zlv
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M
I- BYPASS
NOTES:
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL
BE 4 ".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK
SHALL BE 8 ".
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN
APPROVED WATER PROOFING COMPOUND.
TYPICAL METER VAULT -211 METER (ACSA W-7C) UDrytS
DETAIL TYPE (PLAN, SECTION, DETAIL, ETC.) N.T.S.
INITIAL
BACKFI
*STABLE
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
TTIAL
IACKFILL
BEDDING
68 STONE
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE
THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE
A 4" BEDDING OF #68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
INITIAL \ 7777
BACKFILL \� /�\
z z INITIAL
BACKFILL
v "v
8" N 8„ 8" 8„
UNSTABLE - MIN. MIN. = MIN MIN #68 STONE
SOIL
STABLE SOIL
#68 STONE �Q�� \ /O \ \� \\ \�� \ /� OR ROCK
/ iii \ /.� i\ i.,. �\ ..�\ �\ i.�
STABLE SOIL
OR ROCK
NOTES:
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE
INITIAL BACKFILL.
3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE
TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
TDIPIPE INSTALLATION & BEDDING
U0.G70
DETAIL N.T.S.
PROFILE FOR WATERLINE AND FIRELINE CROSSING
N.T.S.
NYLOPLAST DRAIN BASIN WITH DOME GRATE
(1,2) INTEGRATED DUCTILE IRON _
GRATE TO MATCH BASIN O.D.
60
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
(3) VARIABLE INVERT HEIGHTS RECOMMENDATION
AVAILABLE (ACCORDING TO (MIN. MANUFACTURING
PLANSITAKE OFF) REQ. SAME AS MIN. SUMP)
(5) ADAPTER ANGLES VARIABLE
0'- 360' ACCORDING TO PLANS
" (3) VARIABLE SUMP DEPTH
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................................................
. . . . . . . . . . . .. .........................................
J
(6" MIN. ON &P 24",10" MIN. ON 30"
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
Q
4" MIN ON 8'-24" BASED ON MANUFACTURING REQ.)
AVAILABLE: 4" - 30" FOR CORRUGATED HOPE
o
6" MIN ON 30"
(ADS N- 12/HANCOR DUAL WALL, ADS(RANCOR
SINGLE WALL), N -12 HP, PVC SEWER (EX: SOR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,
Z
Q
CORRUGATED & RIBBED PVC
Q
;
504
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
a
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
U
- &" - 30" (• �-
€
0
_
UNIFORMLY IN ACCORDANCE WITH ASTM 02321,
1 - 8 " -30" DOME GRATES SHALL BE DUCTILE IRON PERASTM A536
:504
Q
GRADE 7050.05.
U
U
2 • 8"& I 0" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE
O�
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J
3. DRAIN BASIN TOBE CUSTOM MANUFACTURED ACCORDING TOPLAN
F-
503
THIS PRINT DISCLOSES SUBJECT MATTER W WHICH DRAWN BY EBC MATERIAL
.�.
RESTRICTIONS. SEE DRAWING NO. T001- 110-066.
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
.... Z
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.
TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NOJNAME � ')+WWnYlcPlasf -us.6
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503
TPLE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
•-
DRAIN BASIN WITH DOME GRATE
6 . 8'- 30" DOME GRATES HAVE NO LOAD RATING.
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
QUICK SPEC INSTALLATION DETAIL
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REQUIREMENTS)
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492
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491:
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PROFILE FOR WATERLINE AND FIRELINE CROSSING
N.T.S.
NYLOPLAST DRAIN BASIN WITH DOME GRATE
(1,2) INTEGRATED DUCTILE IRON _
GRATE TO MATCH BASIN O.D.
60
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
(3) VARIABLE INVERT HEIGHTS RECOMMENDATION
AVAILABLE (ACCORDING TO (MIN. MANUFACTURING
PLANSITAKE OFF) REQ. SAME AS MIN. SUMP)
(5) ADAPTER ANGLES VARIABLE
0'- 360' ACCORDING TO PLANS
" (3) VARIABLE SUMP DEPTH
ACCORING TO PLANS
J
(6" MIN. ON &P 24",10" MIN. ON 30"
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
Q
4" MIN ON 8'-24" BASED ON MANUFACTURING REQ.)
AVAILABLE: 4" - 30" FOR CORRUGATED HOPE
LU
6" MIN ON 30"
(ADS N- 12/HANCOR DUAL WALL, ADS(RANCOR
SINGLE WALL), N -12 HP, PVC SEWER (EX: SOR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,
Z
Q
CORRUGATED & RIBBED PVC
Q
WATERTIGHT JOINT
`
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
(CORRUGATED HOPE SHOWN)
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
U
- &" - 30" (• �-
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
0
0
UNIFORMLY IN ACCORDANCE WITH ASTM 02321,
1 - 8 " -30" DOME GRATES SHALL BE DUCTILE IRON PERASTM A536
Q
GRADE 7050.05.
IL
U
2 • 8"& I 0" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE
O�
OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.
J
3. DRAIN BASIN TOBE CUSTOM MANUFACTURED ACCORDING TOPLAN
F-
DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING
THIS PRINT DISCLOSES SUBJECT MATTER W WHICH DRAWN BY EBC MATERIAL
3130 VERONA AVE
RESTRICTIONS. SEE DRAWING NO. T001- 110-066.
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
BUFORD, GA 30518
4 . DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTPA D3212 FOR CORRUGATED HOPE (ADS N- 121HANCOR DUAL WALL),
OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3 -25.10
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
t PHN (770) 932.2443
N o laSt FAX (770) 932.2490
N -12 HP, & PVC SEWER (4 " -24 ").
.
TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NOJNAME � ')+WWnYlcPlasf -us.6
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO 3W, TO DETERMINE
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
TPLE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
CONTAINED HEREIN, OR MANUFALTUREOFAiNY DATE 2.25.11
DRAIN BASIN WITH DOME GRATE
6 . 8'- 30" DOME GRATES HAVE NO LOAD RATING.
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
QUICK SPEC INSTALLATION DETAIL
IS FCRBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYL OPI ART. .n.nv Nn nal e *r DWG SIZE A SCALE
1:40 SHEET tOF1 DWG NQ. 7001- 119397 REV 8
NYLOPLAST DRAIN INLET WITH DOME GRATE
N.T.S.
1599CGD
APPROX DRAW AREA 122.07 SQIN
APPROX WEIGH 2650135
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1
SECTION A -A
DIMENSIONS ARE FOR REFERENCE ONLY
ACH LAL DIMENSIONS NU1Y VARY
DIMENSIONS ARE IN INCHES
QUALM: MATERIALS SHAM CONFORM TOASTM A5:76 GRADE )U ,50-05
PANT: CASTINGSARE FURNISHED %ITH A BLACK FAINT
LOCKING DEVICE.AYAILAELE UPCN REQUEST
TH, PRINT GISCLO� SIAUENTMATTER IN V URAWNBY EBG MATERIAL 1139YERORAAVE
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OR POS5MIOH OF THIS PRINT DOES NOT CONFER. GATE W -08 PN9QN)93U2
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TECHNC%IN ftIATION SHOWN HEREIN NEVISEO $Y EBC PFLWECTNOX E �^' Sit W"•xAYIoPNS1Va.com
REPRODU0110NCF TINS PRINT ORANY INFOP?ATKYI TITLE
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IS FURBIGUEV, E%f£PT Bf `„'PEGFICWR1iTTN M, 0WO WE A SCALE 1M SFIEET tOF1 MONO. 701. 116211 REV B
IS FDRINU W 4. EXEPT BY WE.
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1v7cNee t_uisuri arlu rich opuri ua. reserve Irlelr currTrrlurl law cupyngnT aria urner praperry rlgnrS In Tnese arawings. 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 assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd.
N.T.S.
E
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434. 977. 1 194
www.mckeecarson.com
��p,LTH 0'P
CH I _ 02 , SO NE
/ Lic. 020621
X1
�Av
s�IONAL �G
1. 08-08-11: COUNTY COMMENTS
2.09-30-11: COUNTY COMMENTS
3. 1 1- 16 -11: COUNTY COMMENTS
4.08- 08 -13: MINOR AMENDMENT
5.10-21-13: COUNTY COMMENTS
6.04- 08 -14: COUNTY COMMENTS
7.05- 06 -14: COUNTY COMMENTS
DESIGNED BT
CHECKED RBM
SCALE AS SHOWN
DATE 06/04/14
PROJECT 0817
SHEET NUMBER
OF 12
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1. 08-08-11: COUNTY COMMENTS
2.09-30-11: COUNTY COMMENTS
3. 1 1- 16 -11: COUNTY COMMENTS
4.08- 08 -13: MINOR AMENDMENT
5.10-21-13: COUNTY COMMENTS
6.04- 08 -14: COUNTY COMMENTS
7.05- 06 -14: COUNTY COMMENTS
DESIGNED BT
CHECKED RBM
SCALE AS SHOWN
DATE 06/04/14
PROJECT 0817
SHEET NUMBER
OF 12
T
LO
ASPHALT - PAVING - PARKING
1.5" SURFACE COURSE
VDOT STANDARD
SURFACE /SM -2A OR 9.5A
2" BINDER COURSE
VDOT STANDARD
BM -2 OR 25.0
6" BASE COURSE
SUB -BASE /21A
95 COMPACTED SUBGRADE
*MAXIMUM DRY DENSITY
(ASTM D698, METHOD D)
WIDTH VARIES
4"
N VDOT CG -2
12 STANDARD CURB
i
Co
LIGHT BROOM FINISH
21.
1/4" SAWED OR TOOLED
/ JOINT X 1 -1/4" DEPTH
2" RADIUS
SEE DETAIL
12
WWF6 "X6"
W1 AxW1.4 W/ 2" MIN.
COVER; TURN DOWN
a . 6" COMPACTED
AGGREGATE BASE
VDOT #21A
NOTE:
MONOLITHIC CURB AND SIDEWALK 611
INCORPORATES VDOT CG -2 STANDARD CURB
PO-003 MONOLITHIC CURB AND SIDEWALK
SECTION N.T.S.
ADJACENT CONCRETE C
WALK WITH EXPANSION JOINT 12
+- 1" RADIUS NOSE WITH SMOOTH TOOLED SURFACE.
TOOLED JOINT AT EDGE OF TOOLED RADIUS, TYP.,
1, BROOM FINISH BEHIND.
#4 REBAR IN NOSING OF EACH TREAD 1.5" MIN.
1 1.50/( COVER
3000 P.S.I. CONCRETE
"' EXPANSION JOINT SEALED W/
k 1 WATERPROOF CAULK (CONT.)
ADJACENT CONCRETE
SIDEWALK
/' ..::'. I ' I : mr�.=•� 1' NOTE: THIS DIMENSION
O
CV
V'
SECTION
1 CONCRETE WALK
AD_032
SECTION N.T.S.
5' 0"
PLAN
CONTRACTION JOINT
2" SMOOTH TOOLED EDGE (TYP.)
LIGHT BROOM FINISH TO BE
PERPENDICULAR
TO DIRECTION OF TRAVEL
EXPANSION JOINT - SEE
u
CONTRACTION JOINT 6' O.C. MAX.
OR AS SHOWN ON PLANS.
DEPTH SHALL BE 1.25" OR 25%
OF CONCRETE THICKNESS
EXPANSION JOINT C
(MAX. 251 O.C.) - SEE 12
WWF 6" X 6" W1.4xW1.4
WITH 2" MINIMUM COVER
4000 P.S.I. CONCRETE
AT 28 DAYS -
AIR - ENTRAINED
COMPACTED AGGREGATE
BASE VDOT #21A
COMPACTED SUBGRADE
MIN. CROSS SLOPE 1.5 %;
MAX. 2%
PO -005
PLAN AND SECTION N.T.S.
12
SECTION
N.T.S.
%% FINISH GRADE
STEEL RAIL TOP
THIS AREA MAY BE CONCRETE
-
AT OPTION OF CONTRACTOR
WELD
CONCRETE TO BE CLASS A3
IF CAST IN PLACE;
811 DIA. CONC.
;% '
4000 PSI IF PRECAST
SUPPORT
BOTTOM OF CURB AND GUTTER
MAY BE CONSTRUCTED PARALLEL
1 "x111 STEEL POST
jI
TO SLOPE OF SUBSURFACE
ENCLOSURE
1
COURSES PROVIDED MINIMUM
DEPTH OF 7" IS MAINTAINED.
,r <' ... Z.
1ft
.5ft
PAVEMENT
(VARIES)
,
s r
6"
24"
F
VDOT STANDARD
CG -6 CURB AND GUTTER
ENT
PD.002
12
SECTION
N,T.S.
PLAN
INTERMEDIATE SUPPORTS
LOCATED AT THE LOWER
STEP ADJACENT TO THE
HALFWAY POINT OF THE
3,- ft 4.3ft� RISE
M ❑Inl ll L
ce)
8ft
NOTES
w
a
N.T.S.
SECTION THROUGH TOP OF RAIL
r_, Lam' �.� . r. ' v ' �•,.0
VARIES .8ft .8ft I
1. CONTINUOUS WELD ALL JOINTS. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION.
2. PRIME RAILINGS AND PAINT PRATT & LAMBERT CHARLESTON GREEN OR EQUAL AS APPROVED
BY THE LANDSCAPE ARCHITECT.
3. SEE PLANS FOR LOCATIONS OF HANDRAILS.
4. HANDRAILS TO BE LOCATED 3" FROM EDGE OF ADJACENT WALLS.
5. SET RAILINGS 5" DEEP. GROUT WITH QUICKSET HYDRAULIC CEMENT IN 6" STEEL SLEEVES 1/211
LARGER THAN OUTSIDE DIMENSION OF POSTS. SLEEVES SHALL HAVE STEEL PLATE CLOSURES
AT BOTTOMS 1/2" LARGER THAN OUTSIDE DIMENSION OF SLEEVE WITH CONTINUOUS WELD.
H� TYPICAL HANDRAIL
SD-W2
9D (ci
�VARIE% 8' 8
RESERVED PARKING SIGN TYPE R7 -8 &
R7 -8D & VAN ACCESSIBLE
5' MIN. COMMON ACCESS AISLE (81 MIN. VAN)
4" WIDE PAINT STRIPING, TYP.
HANDICAP SYMBOL
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.
HANDICAP PARKING SPACE
DETAIL
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
AD -018
N.T.S.
NOTE: STAIN SAMPLE TO BE SUBMITTED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION BY
CONTRACTOR.
J) DUMPSTER ENCLOSURE
19 ELEVATION N.T.S.
SH 2X8 CAP, STAIN: DRK. HUNTER GREEN,
3 2 COATS IF NEEDED
2X6 TREATED WD. NAILER,
ANCHOR TO WOOD POST
4" X 4" TREATED POST
1X6 VERTICAL WOOD PICKETS,
STAIN: DRK. HUNTER GREEN
........... ..
.....
-
%% FINISH GRADE
STEEL RAIL TOP
-
WELD
.
I'M" STEEL RAIL
811 DIA. CONC.
;% '
SUPPORT
COMPACTED
1 "x111 STEEL POST
DUMPSTER
ENCLOSURE
1ft
.5ft
SECTION
aft
lei
ADJA
CONCRETE SIDEWALK
ENT
M
I
I
ffl
.3ft
SEENOTE
5
I
SEE
(12
D
WALK
r_, Lam' �.� . r. ' v ' �•,.0
VARIES .8ft .8ft I
1. CONTINUOUS WELD ALL JOINTS. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION.
2. PRIME RAILINGS AND PAINT PRATT & LAMBERT CHARLESTON GREEN OR EQUAL AS APPROVED
BY THE LANDSCAPE ARCHITECT.
3. SEE PLANS FOR LOCATIONS OF HANDRAILS.
4. HANDRAILS TO BE LOCATED 3" FROM EDGE OF ADJACENT WALLS.
5. SET RAILINGS 5" DEEP. GROUT WITH QUICKSET HYDRAULIC CEMENT IN 6" STEEL SLEEVES 1/211
LARGER THAN OUTSIDE DIMENSION OF POSTS. SLEEVES SHALL HAVE STEEL PLATE CLOSURES
AT BOTTOMS 1/2" LARGER THAN OUTSIDE DIMENSION OF SLEEVE WITH CONTINUOUS WELD.
H� TYPICAL HANDRAIL
SD-W2
9D (ci
�VARIE% 8' 8
RESERVED PARKING SIGN TYPE R7 -8 &
R7 -8D & VAN ACCESSIBLE
5' MIN. COMMON ACCESS AISLE (81 MIN. VAN)
4" WIDE PAINT STRIPING, TYP.
HANDICAP SYMBOL
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.
HANDICAP PARKING SPACE
DETAIL
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
AD -018
N.T.S.
NOTE: STAIN SAMPLE TO BE SUBMITTED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION BY
CONTRACTOR.
J) DUMPSTER ENCLOSURE
19 ELEVATION N.T.S.
SH 2X8 CAP, STAIN: DRK. HUNTER GREEN,
3 2 COATS IF NEEDED
2X6 TREATED WD. NAILER,
ANCHOR TO WOOD POST
4" X 4" TREATED POST
1X6 VERTICAL WOOD PICKETS,
STAIN: DRK. HUNTER GREEN
........... ..
.....
%% FINISH GRADE
9. 7.
.
811 DIA. CONC.
;% '
FOOTING
COMPACTED
` SUBGRADE
DUMPSTER
ENCLOSURE
NOTE:
STAIN SAMPLE TO BE SUBMITTED
AND APPROVED BY LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION
BY CONTRACTOR.
0.5" PRE - MOLDED,
NON- EXTRUDING,
FIBERBOARD EXPANSION
ASPHALT - IMPREGNATED
JOINT MATERIAL.
1.5" SAW CUT JOINT
PER VDOT PR -2
6" THICK 3000 PSI CONCRETE
@ 28 DAYS HEAVY BROOM
FINISH
x x x x x.
6 GAGE 6 X 6 WWF¢,
8" COMPACTED
AGGREGATE BASE
VDOT #21A
COMPACTED ALL JOINTS TO BE SLEEVED AND/
SUBGRADE OR DOWELED WITH 1.25" MIN.
DOWELS PER VDOT STD. PR -2
DUMPSTER PAD CONCRETE
SECTION
CONCRETE TO BE
CLASS A3 IF CAST IN
PLACE; 4000 PSI IF
PRECAST
SURFACE & BASE
SEE A & B /08
SUBBASE
PD-042
N.T.S.
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 PD-001
SECTION
2" SURFACE COURSE -
VDOT STANDARD SM -9.5A
6" BASE COURSE
FULL DEPTH ASPHALT CONCRETE
VDOT STANDARD BM -25.0
COMPACTED ------
SUBGRADE I I
N.T.S.
1" MILLED SURFACE COURSE
REMOVED /OVERLAID
WITH NEW 1" SURFACE COURSE
MATCH SURFACE COURSE
DEPTH
MATCH BASE COURSE
DEPTH
ASPHALT PAVING - MILLED /OVERLAID
SECTION N.T.S. M2 / SECTION
A A DESIGN tEAI ONES NEIAIING 10 CONSINOOIION
GN,G NEGONIION ANGGGNIItOEOF INATF�G
PERMISSIBLE -�� PERMISSIBLE +ur ae sualecr TO nwnGEnsoEEllEo
CONSTRUCTION CONSTRUCTION NECESSARY BY ME CErARTMENT
3' -lT' JOINT 5'MIN. JOINT A-F7
MIN.
4 12:1 MA%. x i 5' 0"
4� PERMISSIBLE CONST.
121 MPX � JOINT
B e' 0:1 10:1 B B B I B
M I MAX B I STD. CG -2
7" WHERE STD. 2' -0' S'-0"
r WHERE STD. CG-3 OR TRUNCATED DOMES CG- 3CG -71S USED. A TRUNCATED OOME6 A-�I TRUNCATED DOMES STD. CG-2 •8`
CG -7 IS USED. -� TANGENT PLAN ORCG 5 12:1 48:1 M
5'-0 MIN.
0• -0„ A 4' -0" • 20:1 4:1
BTD. CG -2 8^ STD. CO-2
STD. CG2 • B" OR CG$ 48: i NAX. w ~•
12:1 MPJ(. 48:1 MAK w • • w •�
OR CG 20:1 q ,i
20:1 PERMISSIBLE
D5 DOWELS, 8" 7" WHERE STD. CG -3 CG -71S USED.
LONG AT I2 "C-C CONSTRUCTION SECTION A -A
#5 DOWELS, 8" LONG SLOPE 12:1 JOINT
SECTION A -A 012" C -Q SECTION A -A MAXIMUM
PERMISSIBLE #5 DOWELS, 8" LONG
CONSTRUCTION AT 12" C-C PERMISSIBLE
SLOPE 10:1 MAXIMUM JOINT S�yOYPIEE 1,2 CONSE INT ..
SECTION B -8
LU
w
w SECTION B -B w it
41, 11 SECTION B -B Y�
u+
5 r O
12'1 M a MM U= 2 MIN. • AT* 2" HIGHER THAN
EDGE OF PAVEMENT
TANGENT PLAN 0:1M 21M� AT R•, SAME AS 4C
ALTERATIONS TOP OF CURB
= CROSSWALK
TYPICAL PLACEMENT
3 AT INTERSECTION TYPE C (PARALLEL & PERPENDICULAR)
WITH BUFFER STRIP
7 APPLICATION
!n Y OJ U THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH
�X Q =X tj ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 6WX60 "MIN.
U U DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BYA LANDSCAPED
14 SETBACKOR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE,
O 5' MIN
n U n n n
NOTES:
CROSSWALK CROSSWALK CROSSWALK CROSSWALK 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL
TYPICAL PLACEMENT A IV SQUARE LAND I NO A4'SQUARELANDING SURFACE COVERING THE FULL MUTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL
TYPICAL PLACEMENT TYPICAL PLACEMENT OTHERTYPESOFMATERIALSWITHTHETRUNCATEDDOMEDETECTABLEWARNINGMAYBEUSEDWITHTHE
AREA OUTSIDE OF AREA OUTSIDE OF APPROVAL OF THE ENGINEER.
AT INTERSECTION TRAVELWAYSHALL AT INTERSECTION AT INTERSECTION CROSEWP'I-K TRAVELWAY SHALL
WITHIN CROSSWALK BE PROVIDED. WITHIN CROSSWALK BE PROVIDED FOR 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED
WITHIN CROSSWALK pERPENDICULAft FCAST- INPLACEOR PRECAST IN TOP SURFACE. THE COLOR OF HEDETECTABLE WARNING SECRONSHALL BEA
(WITH BUFFER STRIP) CROSSWALK CONTRAS HMO COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES).
DIAGONAL VARIATION 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR ORBY USING PERMISSIBLE
TYPE A (PERPENDICULAR APPLICATION TYPE B (PARALLEL) APPLICATION CONSTRUCTION JOINT WITH REQUIRED BARS.
THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORAT S WIDER SIDEWALK. LANDING 4,IFRAMPFLOORIS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES
(48" WADE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR PRECAST CONCRETE SHALL BE CLASS A4.
CONSTRUCTION, 6 FEET FOR ALTERATIONS.
5. REQUIRED BARS ARE TO BE NO.5 X8' PLACED T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP
n
2X"C -C TRUNCATED DOME B. CURBICURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT
FOR CURB /CURB AND GUTTER
7.WHENUSED IN CONJUNCTION WATH STANDARD CC 3 OR CG -7, THE CURB FACE ON THIS STANDARD IS
2 "C -C O O O O O O O O O O + TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION.
O O O O O O O O O O O O O S. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS GRAS DIRECTED BY THE ENGINEER THEY
ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY
0 0 0 0 0 0 0 0 0 0 0 0 0 0 OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS ASS HOWN ON PLANS ORAS
0 0 0 0 0 0 0 0 0 000000 n DIRECTED BY THE ENGINEER, AND SHOULD NOT SE LOCATED BEHIND VEHICLE STOPUNES. EXISTING LIGHT
0 0 0 0 00 00 0 0 0 0 0 0 "DIA. POLES, FIRE HYDRANTS, DROP INLETS, ETC, WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A
CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALLACCESSIBLE ELEMENTS
0 0 00 0 0 00 0 0 0 0 0 0 0 OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS.
O O 0 0 0 0 00 0000000 i6 "DIA. 9. RAMPS MAYBE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED
WITHIN THE LIMITS OF THE CROSSWALK
0 0 0 00 0 00 0 0 0 0 0 0 10. TYPICAL CONCRETE SIDEWALK IS 4 " THICK WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TRUNCATED DOME REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED
VARIABLE
DETAIL TO r.
3' MINIMUM.
PAY LIMITS
DETECTABLE WARNING
DETAIL
VDOT CG -12 DETECTABLE WARNING SURFACE (ACCESS FOR MOBILITY IMPAIRMENTS)
DETAIL N.T.S. 12 PLAN, SECTION, DETAIL
Rev. 3/03
SPECIAL DESIGN SECTION
DRAWING NO. A59
PO -047
N.T.S.
PV-003
N.T.S.
mcRee Larson ana t-lela ,)porT I- OnceprS, LTa. reserve Tnelr common law copyngnT ana Omer property ngnrs in Tnese 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 assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport concepts, Ltd.
McKEECARSON
LANDSCAPE ARCHITECTS
CONSULTING ENGINEERS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
p: 434. 979. 7522
f: 434. 977. 1 194
www.mckeecarson.com
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1.08- 08 -11: COUNTY COMMENTS
2.09-30-11: COUNTY COMMENTS
3.11- 16 -11: COUNTY COMMENTS
4.08- 08 -13: MINOR AMENDMENT
5.10-21-13: COUNTY COMMENTS
6.04-08-14: COUNTY COMMENTS
7.05- 06 -14: COUNTY COMMENTS
DESIGNED CM
CHECKED RBM, CM
SCALE
DATE
PROJECT
SHEET NUMBER
AS SHOWN
06/04/14
0817
OF 12