HomeMy WebLinkAboutSDP201800087 Plan - Approved 2020-12-02r
m
op
ITE PL N P201800087) FOR
(Dustin E. Greene
Lk. No. 5M 311/18/20TIMBERWOOD SQUARE
�1^
_ ONwL
Ij a _1�_VFT7F
i @j =1 kujVjW 0 0
A Fla= 0
Pressure Hydrant
11049.
Flow Hydrant#1
11507r
Flow Hydrant U
Flow Hydrant #3
Date and Time of Test
2/24/2014 9:00:00 AM,
Location
iintersection of Timberwood Blvd, and Worth Crossing
Static Pressure (psi)
1
Residual Pressure (psi)
l 102
Pitot Pressure ,#1(psi)
64`
Pitot Pressure #2 (psi)
0
Pitot Pressure ##3
0
Minutes of Flow
21
Test Flow #1 (gpm)
1,118
Test Flow #2 (gpm)
— O
Test Flow #3 (gpm)
0
Total Estimated Flow (gpm)
Estfmated 0ans_umptfonlgal}-
l 2,2�0:'
AW WA Q20 Calculation (gpm)
2,493 1 (Value of zero indicates Insufficient pressure drop for calculation)
CammentsHydrant
WAS NOT all the way open duiring test. l;
For method o f calculating pitot flow with a
diffuser; see eq.13, Walski and Lutes article 19901ournal Management and Operations AW WA
(All tests conducted using 2.5 discharge outlet unless otherwise, specified).
Signature of Tester:
Gla.J
STORMWATER MANAGEMENT NARRATIVE
IN ORDER TO QUALIFY FOR 9VAC25-870-48 GRANDFATHERING IN THE CODE OF VIRGINIA :
1. A PROFFERED OR CONDITIONAL ZONING PLAN, ZONING WITH A PLAN OF DEVELOPMENT,
PRELIMINARY OR FINAL SUBDIVISION PLAT, PRELIMINARY OR FINAL ROAD PLAN, OR ANY DOCUMENT
DETERMINED BY THE LOCALITY TO BE EQUIVALENT THERETO (1) WAS APPROVED BY THE LOCALITY PRIOR TO
JULY 1, 2012, (II) PROVIDED A LAYOUT AS DEFINED IN 9VAC25-870-101 (III) WILL COMPLY WITH THE PART II
C TECHNICAL CRITERIA OF THIS CHAPTER, AND (IV) HAS NOT BEEN SUBSEQUENTLY MODIFIED OR
AMENDED IN A MANNER RESULTING IN AN INCREASE IN THE AMOUNT OF PHOSPHORUS LEAVING EACH
POINT OF DISCHARGE, AND SUCH THAT THERE IS NO INCREASE IN THE VOLUME OR RATE OF RUNOFF;
2. A STATE PERMIT HAS NOT BEEN ISSUED PRIOR TO JULY 1, 2014; AND
3. LAND DISTURBANCE DID NOT COMMENCE PRIOR TO JULY 1, 2014.
A PRELIMINARY ROAD PLAN WAS APPROVED 10-25-1 1 WITH A PROPOSED IMPERVIOUS AREA OF 2.44 AC
THE PROPOSED MODIFIED PLAN HAS ADDED 0.40 AC OF IMPERVIOUS AREA ABOVE THE PRELIMINARY
PLANS 2.44 AC, THEREFORE, THE PROPOSED PLAN MUST PROVIDE ONSITE BMP'S THAT RESULT IN NO
INCREASE IN THE AMOUNT OF PHOSPHOROUS LEAVING EACH POINT OF DISCHARGE, AND SUCH THAT
THERE IS NO INCREASE IN THE VOLUME OR RATE OF RUNOFF.
A BIOFILTER HAS BEEN PROPOSED TO REDUCE THE ADDED PHOSPHOROUS AND RATE OF RUNOFF THAT
0.40 AC OF IMPERVIOUS AREA CREATES. WATER QUALITY CREDITS HAVE BEEN BOUGHT TO OFFSET THE
REMAINING PHOSPHOROUS AND ARBOR LAKE IS BEING USED FOR WATER QUANTITY PURPOSES. IT HAS
BEEN SHOWN THAT THE POSTDEVLOPED 1 OYR AND 100YR WSE HAS NOT RISEN WITH THIS DEVELOPMENT.
ALBEMARLE COUNTY, VIRGINIA
1 of 20
Cover Sheet
2 of 20
Notes, Abbreviations, & Legend
3 of 20
Existing Conditions / Demo Plan
4 of 20
Subdivision Exhibit
5 of 20
Layout Plan
6 of 20
Layout Plan
7 of 20
Grading Plan
8 of 20
Grading Plan
9 of 20
Landscape Plan
10 of"20-;
Landscape Plan
1 1 of 20
Landscape-PlycLn
12 of 20
Lighting Plan
13 of 20
Lighting Plan Cut Sheets
14 of 20
Sanitary Sewer Profiles
15 of 20
Storm Sewer Profiles and Calculations
16 of 20
Road Profiles
17 of 20
Storm Sewer Drainage Areas
18 of 20
Details
19 of 20
Details
20 of 20
Left Turn Restriping Plan & MOT Plan
CLOUDING DENOTES COMMENTS ADDRESSED:
CURRENT DEVELOPMENT PLANNER12- A
ENT DEVELOPMENT EN
LM
ALBEMARLE COUNTY SERVICE AUTH
EPARTMIENT OF TRANSPORTAT
RESCUE
i I J (7 Y 7'n5 i6.-))�M �'
CONTRACTOR'S CERTIFICATION STATEMNET:
CERTIFICATION STATEMENT:
THIS HAND —MARKED SET OF DRAWINGS HAS BEEN 'REDLINED" TO PROVIDE ACCURATE DETAILED
RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM
NOT `REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO
BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN': SEE SHEET 20 FOR AS —BUILT
DRAWING REQUIREMENTS
NAME
TITLE
DATE
(CONTRACTOR)
/11
F,
L
SITE DATA & GENERAL NOTES
ABBREVIATIONS
LEGEND
SM DATA
MERAL CONSTRUCTION NOTES:
0"M / mmw)m
1. Prior to any construction within any existing public right-of-way, Including connection to
be
GENERAL
EXIST
PROP DESCRIPTION
HDW LLC
any existing road. a permit shall obtained from the Virginia Departmerit of
EXIST
PROP
DESCRIPTION
PO BOX 17
Transportation (VD0T). This Man as dram may not accurately reflect the "Iromento of
ABM
ABANDON(ED)
MAX MAXIMUM
CHARLOTIESVILLIE. VA 229M
the permit. Whom any discrepancies occur the roWirements of the permit shall govern.
I All materials and constructlon mothode shall cmform to current specifloations and
ADJ
ADJUST
PROPERTYLINE
X
165,rc
X
12 TC
TOP OF CURB ELEVATION
standards of VIDOT unless otherwise noted.
MIN MINIMUM
& Erosion and siltation control measures shall be provided In accordance with the approved
MD
MEAD
ADJACENT PROPERTY LINE
X
155 BC
x
12513C
BOTTOM OF CURB ELEVATION
LEGAL REFMCE & SOURCE OF TITLE. DB 2775 PG.% 734
oroolon control Man and shall be Installed prior to any clearing, grading or other
MON MONUMENT CONCRETE
MAGISTERIAL DISTRICT- RIVANNA MAGISTERIAL DISTRICT
construction.
4. AN slopes and disturbed areas are to be feirghted. seeded and mulched
APRX
APPROXIMATE
NIC NOTIN CONTRACT
VACATED PROPERTY LINE
X
165FL
x
125 FIL
FLOW LINE ELEVATION
5. The maximum allowable slope Is 2:1 (horttontal:vortical). Where reasonably obtainable,
EASEMENT
SOURCE OF BOUNDARY SURVEY, DOMINION DIGINWK ALY 2014
lessor slopes of 3:1 or better are to be ochW
iod.
Paved, rip-rop or stalAbotion mat lined ditch may be required whon In the opinion of the
BC
BACK OF CURB
NTS NOT TO SCALE
X
165 EOP
x
12 EOP
EDGE OF PAVEMENT ELEVATION
County Engineer, or de*M it Is doomed necessary In order to "Ike a drainage
BIFE
BASEMENT FLOOR ELEVATION
OC ON CENTER
__0 --- C____0_
BUILDING SETBACK
X
1615
x
12!
SPOT ELEVATION
SOURCE OF TOPOGRAPHY' WRVEY BY ROUDABUSH, GALE & ASSOCIATES, APRIL 1989, FELD VERIFIED BY DOMINION ENGINMM JULY 2o14, DATUM NGVD 29.
channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic
Control Devices.
BIT
BITUMINOUS
Oli OVERHEAD
BUILD TO LINE
X
165 TW
X
12 TW
TOP OF WALL ELEVATION
THIS PROPERTY DOES NOT APPEAR M BE LOCATED WITHIN A FLOOD PLAN. IT APPEARS TO LE IN ZONE X
AS SHOW ON FEDERAL WMENCY MANAGEMENT AGENCY FIRM MAP #15100=401) DATED FEBRUARY 4, 2005
& Unless otherwise noted all cmcrets pipe shall be reinforced concrete pipe -Close L
BI(
BACK
kmml
ZONING LINE
9. All excavation for underground pipe Installation must comply with OSHA Standards for
PE POLYETHYLENE
X
165 Fjw
X
12 BW
BOTTOM OF WALL ELEVATION
THIS PROPERTY IS NOT LOCATED 91M A RESERVOIR WATERSHED.
the Construction Industry (29 CFR Part 1926).
10. All retaining walls are subject to separate permit approval.
BM
BENCHMARK
PERF PERFORATED
I
6,
TM PIT LOCATION/WRING LOCATION
BENOUO�S� WICHMARK 51&84 CHISEID SQUARE ON TOP OF CURB AT SOUTH END OF MEDIAN AT THE
LIMIT OF DISTURBANCE
INTERSECTION OF TIMBMOOD BOULEVARD & WORTH CROSSIK NGVD 29.
GENERAL. CONSTRUCTION NOTIES FOR STREETS:
BS
BOTTOM OF SLOPE
PROP PROPOSED
1. Prior to any construction within any existing public right-d-way, Including connection to
B04CHMARK
WATER SOURCE. ALBBIARLE COUNTY SERVICE AUIHORITY
any existing road, a permit dug be obtained from the "Ic Department of
Transportation (VDOT� This Man as airm may not accurately reflect the roWiremants
CB
CATCH BASIN
PRVD PROVIDED
FLOODPLAIN LIMIT
IRON FOUND
SEWER SERVICF.* ALBEMARLE COUNTY SERVICE AUTHORITY
of the pormIL Whom any discrepancies occur the roWiroments of the permit shall
govem.
CG12
ACCESSIBLE CURB RAMP
PWW PAVED WATER WAY
BZ
13Z BUFFER ZONE
ALL WATER AND SEWER FAClLnES TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY.
I Construction inapeationt of all proposed made within the devolopmot will be mode by the
County. The contractor mat notify the Department of Engineering (296-5861) 48 hours
CENTER LINE
RCP REINFORCED CONCRETE PIPE
RMA
RMA
RMA - RESOURCE MANAGEMENT AREA
LID
UD
UNDERDRAIN
IHIS PROPERTY IS ZONED. R-15; SUP (SP-94-16� AIA
In advance of the dart of construction.
& All materials and construction methods shall conform to current specifications and
CL
CHAIN LINK
REM REMOVE
RPA
RPA
RPA - RESOURCE PROTECTION AREA
DRAINAGE LINE
standards of VDOT. AN excavation far underground pipe Installation must comply with
CURIM USE. MEDICAL OFFICE BMW ON PARCEL X OTHRWISE VACANT
OSHA Standards for the Construction Industry (29 CFR Part 1925).
CMP
CORRUGATED METAL PIPE
REQD REQUIRED
RD
-RD
ROOF DRAIN
4. Eradon and dtation control measures shall be provklod In accaAmce with the qpoved
EDGE OF GRAVEL
PROPM USE* DWINGI OFFICE ON PARCEL X PROPOSED OFFICE BUILDING ON PARCEL 7A AND
erosion control Man and must be Installed prior to any clearing, grading or other
CONC
CONCRETE
RET RETAIN
PROPOSED RESIDENTIAL TDVMHOMES ON PARCEL 7
SETBACK REQUIRE10M PER ALBEMARLE ZONNG
constructim.
& Upon completion of fine gradinig and preparation of the roadbod subgrode, the contractor
EDGE OF PAVEMENT
-
all,,;
8"S
SEWER LINE
rwnm amwumm rwcuerry. cccff%cuTAn iort. x CODE 18-4.19
-LAI L
CY
CUBIC YAMS
RT RIMT
UT ~Wo
32 TOW%ftE UNITS PROPOSED
32 UNITS / &64 ACRES - &80 UNIT ACRE
MAXIMUM RESIDE)qk BUILDING HEIGHT: 35!
MAXIMUM COMMERCIAL BUILM HEIGHT: 40!
MINIMUM LOT SIZE FOR R-15 ZONING: Z904 sqft
PARKING SETBACKS 10' FROM PUBLIC SIREEI
21Y FROM RESIDENTIAL AREAS
UNDISTUREIED BUFFER 21Y FROM FEMM11AL
RECREATIONAL AREA REQUNED PER 7.0 4.16 IS 200 SF,/UN1T
REQUM RECREATIONAL AREA' 6,400 SF
RECREATION& AREA PROVIDED. 2Z115 SF AND I TOT LOT
(SEE SHEETS SP9 AND SP10 FOR
LOCATION OF RECREATION& AREA)
LAND SCHEDULE. POST-DE*LOPMENT (SF)
X
LOTS 117,336 SF
4&9
COMMON AREA/0PEN SPACE (RESMN7K) 2Z115 SF
8.6
ADJUSTED 'IMP 46-84-7C 31AB SF
IZ5
7MP 46-8+--7A 11,950 SF
43
COMMON AREA/OPM SPACE (COMMERCIAL) 53.315 SIF
20.9
MT9 %Agn LMLO PWIIAFIIWJ on UM 8UUYFUM �. M k.21 COP= UT UM UM r6asTX
shall be submitted to the County� If a subgrade soll COR of 10 or greater Is not
STANDARD 6' CURB
TO
TD
TRENCH DRAIN
obtainable. a revised pavement deep shall be mode by the deep engineer and
C/C
CENTER TO CENTER
R/W
RIGHT OF WAY
CG - 3
CG-3
W
WATER LINE
submitted with ths test remits for approval.
6. All dopes and dlohllrbod areas are to be fortl!W4 seeded and mulchei The maximurn
C&G
CURB AND GUTTER
R&D
REMOVE AND DISPOSE
STANDARD 4! CURB
allowable slope Is 2:1 (horizontahvertloal). Where reasonably obtainable, lossa slopes of
C&_6
CG-6
_47P -
FIRE PROTECTION LINE
4.1 or better am to be achieved.
7. Surface &*age and pipe discharge must be retained within the public right-of-way or
DIA
DIAMETER
R&R
REMOVE & RESET
COMBINATION 6' CURB & GUTTER
within sonmenbs prior to acceptance by VDOT. All drainage outfdl easements are to be
extended to a boundary line or a natural watercourse. The contractor shall field verify the
EL
ELEVATION
SD
SIGHT DISTANCE
CO-7
COMBINATION 4! CURB & GUTTER
_2"DW
-2"DW -
WATER SERVICE LINE
length of all storm drainage pipe.
8, Guardrail locations are approximate. Exact longh location and appropriate and
ELEV
ELEVATION
SQ
SQUARE
FIRE LANE STRIPING
GAS LINE
troatallents will be field determined at the tkne of construction. Additional guardrall may
_-Oft
- OHW -
OVERHEAD ELECTRIC WIRE
be required at locations not dwo when, In the opinion of VDOT, the Director of
ES
END SECTION
STA
STATION
Engineering, or the Directoes dm*a% It b doomed necessary. When guardrd Is
roWlrod, it shall be Installed four (4) feet offset from the edge of pavement to the face of
EW
END WALL
SW
SIDEWALK
"A
4 BE
BUILDING ENTRANCE
- UGE -
UNDERGROUND ELECTRIC
guardrall, and roadway shoulder widths shall be Increased to soven (7) feet.
Alborriatis County Engbwhg & Public Works Policies July 199EI; Revised 30 January 2003
EX
EXISTING
SWEL
SOLID WHITE EDGE LINE
q
W
4
LOADING DOCK
- OHT -
OVERHEAD TELEPHONE LINE
9. Whom urban a nations are Installed, oil residential driveway entrances shall conform
to VIDOT CG--g(A.8 or C).
10. Whom rural r man nations are installed. all residential driveway ontrances shall conform
ENST
EXISTING
SWLL
SOLID WHITE LANE LINE
0
9
BOLLARD
_UGT
- UGT -
UNDERGROUND TELEPHONE LINE
to WT standard PE-1. A may be nxpjkvd to stablize a drainage
11. Paved, rip -rap or stablization mat lined dit
FDN
FOUNDATION
TBA
TO BE ABANDONED
EP
DUMPSM PAD
--CA TV
-CATV -
CABLE TV
channel wherl, In the opinion of VD0T, the Director of Engineering, or the Dhctoes
d@Wgna% It Is doomed necessary.
FFE
FINISHED FLOOR ELEVATION
TEIR
TO BE REMOVED
SIGN
12. A minimum dew zone of ton (10) feet from the odge of pavement shall be maintained on
DRAIN INLET
all residential subdivision stroote. Additional der zons may be recluired depending on
GTD
GRADE TO DRAIN
TC
TOP OF CURB
the category of road design.
r- F_
STEEL GUARDRAIL
C)
0
DRAIN MANHOLE
11 Compliance with the minimum pavement width, shoulder width and ditch sectionsi as
IFIRON FOUND
TS
TOP OFSLOPE
shown on the t)pkxi pavement sectim dotal. "I be strictly adhered to. The crose slope
F]
WOOD
E
E
PLUG OR STUB
shall be maintained as shown on the plans. Exceptions will not be allowed
IS
IRON SET
TYP
TYPICAL
GUARDRAIL
14. All roWW signs (stop, stroot nm% speed lknit signs, etc.) we to be furnished and
C__Z___r1
Installed by the developer prior to acceptance. Signs and their installation shall conform
E==ZCJ
FLARED END SECTION
LMLI-141WL ra%rj% UU URM-Runuumu
SETBACK REQUIREMENTS PER ALMARLE ZONING CODE 18-4.20 to *Albernarle County Road Narning and Property Numbering Ordinance and Manual" - - - PATH
RIGHT OF WAY lRalu cc 11 mA +ha %fimintn U�"id f~ ltntf� TMn P�4" rlL.. A 111.
Setbacks 19 W1 I W#0 LOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK HEADWALL
are own an the Mans. The developer shall be responsible for maintenance of the signs TREE LINE
TOTAL =5211 SF. (&ON AM) ion Frtmt-INtinimunt 10 feet from the ri&-uf-way or the exterior edge of the sidewalk ifthu sidewalk is until the mode have been accepted into the side secondlary road system. lba speed limits
outside oftho nght-of-way; for off-strect parking or loading spaces, 10 feet ffoin any to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The LF ' LINEAR FEET YDS YARDS
PROPOSED NPUMS AFEAS: TOTAL 0MG; lMPE]rM AREA- 1.16 AM publie sueet right-of-way speed lknft Is to be posted 5mph below the design speed FENCE C) 0 SEWER MANHOLE
PAVED PARKING/RAVELWAY, M75 ACRE DOM IMPERVIOM AREAS TO REMAIN: Fwat-Maximum 30 feet from the right-of-way or the exterior edge ofthe sidewalk ifthe sidewalk is I& Road Man approval Is subject to find subdivision Mat validation. Should the final Mat LT LEFT 0 co CO
CONCRETE WALKS / PAVIED PAM 0.111 ACRE outside ofthe right-of-way, provided that this maximum setback shall not applyto any for this project mom prior to signing and rwordation, then approval of these plans " STONE WALL 0 SEWER CLEANOUT
DMG PARKING/fRAVEWAY : 0.77 AM structure existiag oil June 3, 2015 and. to any structure depicted on all approved final site be null and vold. UTILITY
PROPOSED RES. BUILDINIGS! 0.64 ACRE plalt thut is valid oil June 3, 20,15 as havinga front setback greater than 30 feet, none, Oil 16. Traffic control or other regulatory signs or barricades shall be installed by the developer
PROPOSED OFFICE BUILM 0.13 ACRE EXISTING WALK§/PAVED PATHS:- 0.10 AM any lot, including a corner lot, abutting a priticipal arterial highway or interstate whom in the opinion of the Director of Engineering, or the Dhdor's desIgnes, they am ARV AIR RELEASE VALVE MH MANHOLE - - - - - RETAINING WALL
EXISTING BULDINM* OM AM Side and Rear- If the abutting I t is zoned residential, rural areas, or the Monticello Historic district: (i) deemed necessary In mler to provide saft and convenient accon. lev WATER VALVE & BOX
TOTAL PROPOSED IMPERVIOUS AREA. 1.63 ACRES mininalin no Portion of anoy structure, excluding signs, shall be located closer thari 50 feet from, the 17. Use VIDOT standard CD-1 or CD-2 undordrains under the subbase material at all cut and
district boundaryi and (ii) no Pff-sireet parking or loading space shall be located closer BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE STREAM / POND WATER COURSE
PARKING TABULATION FOR TONHOUSM than 20 feet to the district boundary. fill transitions and Wade sag points. FIRE HYDRANT ASSEMBLY
If the abutting lot is zoned commercial or industrial, any primary structure shall be I& A video camera Inspection Is required for all storm sewers and culverts that are deemed
REQUIRED PARKING: 2 SPACES PER UNIT PLUS I SPACE PER 4 UNITS FOR 0" PARKING inaccessible to VDOT inepectims and am to be accepted Into VDOT's maintenance CO CLEANOUT RIM RIM ELEVATION DETENTION BASIN WM
32 IOWNHOLISES X 2 SPACES + 32 TOMOUSES X (I SPACE/4 UNITS) constructed and separated in accordance with the current edition of the Building Code. pW= and owneirship. The video Inspection shall be conducted In accwftce with 23 UK! WATER METER
Side and Rear- None VIDOT's v1doo camera Inspection procedure and with a VDOT and/or County inspector CTV CABLE TELEVISION SAN SANITARY X X - SILT FENCE
72 PARKING SPACES REQUIRED Maximum present In addition. If high-donalty polyAylano (HOPE) pipe or pipe system Is installed. 0 @ WATER WELL
74 PARKING SPACES PROVIDEI) Stepbacks the contractor and a representative from the pipe manufacturer should hold a proomstruction DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL
PARKING TABLILATION FOR OFFICIE USE: Front Tor each story that begins above 40 feet hi height or toreach story above the third story, meeting for Installation training. 312-- 12 - CONTOUR
REQUIRM PARKING PER APPROVE3D PAWN REDUCTION REQUEST - 65 SPACES whichever is less, the minimum stepback shall be 15 feet GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: DIP DUCTILE IRON PIPE SD STORM GAS VALVE
PROMDED PARKING - 65 SPACES Side and Rear None 1. The plan approving authority must be notified one week prior to the pro -construction ELEC ELECTRIC STR DRAINAGE STRUCTURE 300 - 00 INDE)( CONTOUR 01M
INCLUDES 9 ADA SPACES conforenc% one week prior to the commenownent of land disturbing activity, and one week GAS METER
prior to the find Inspection.
LOADING SPACES REQUIRED - I SPACE I AN oroolm and sediment control measures will be constructed and maintained according to FH FIRE HYDRANT TSV TAPPING REM & VALVE
LOADING SPACES PROVIDED - 1 SPACE minknum standarde and spedfartions of the Virginia Erosion and Sediment Control CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE,
PARKIN NOTE REFER TO SEPARATE INSTRUMENT FOR PARKING AGIMENTS Handbook and Virginia Regulations VR 625-02--00 Erosion and Sedlknont Control FM FORCE MAIN UP UTILITY POLE
FOR OFFICE AND TOWNHOUSE USE Regulations. CONTRACTORS SHALL PERFORM NTH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND ACCIESSIBLE ROUTES WITHIN THE SITE. 'THIESE
GRADINQ FOR GRASS STABILIZATION ON CONSTIWO SLOPES, THE MA)UN SWNESS IS 3:1. All waslorl and sediment control measures are to be placed prior to or as the first step in F&C FRAME AND COVER %It WATER LINE CONSTRUCTED PROD= AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL APPLICABLE STATE AND LOC& ACCESSIBILITY LAWS AND REGULATI THE CU
clearing. ONS AND RRENT
SLOPES SUM THAN 3:1 MUST BE PERMAMTLY STABILIZED WITH LANDSCAPING VEGETATION ADA ANDIOR STATE ARCHITECTURAL ACCESS BOARD STMDARDS AND REGULATIONS! BARRiER FREE ACCESS AND MY MODIFICATIONS; INCLUDING S OR UPDATES. FINISHED
HAFM `THAN WASS, WHICH WILL NOT REQUIRE MONK 4. A copy of the approved evelon and sediment control plan shall be maintained on the site at WON
all times. F&G FRAME AND GRATE WM WATER METER SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATIOK pEDES1NM ACCESS, IM-MILDING ACCESS, TO POINTS OF ACCESSIBLE BUWNG
APPROVIED PRELMARY PLAN SQUARE FOOTAGE OF OFFIM SPACE 18,090 SF Nor to commencing land disturbing octivittles in arm other than indicated on these Marto GT GREASE TRAP WV WATER VALVE ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD CODE REQUFaENTS. THESE NcLuDE, BUT ARE NOT UMM TO THE FOLL,"ING:
EXISTIN SQUARE FOOTAGE OF OFFICE SPACE IZ424 SF (including, but not limited to, off-afte bonrow or waste areas), the contractor shall submit a
PROPOSED SQUARE FOOTAGE OF OFFICE SPACE. %666 SF supplementary orodon control Man to the owner for review and approval by the Man HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4' PER FOOT OR NoWALLy IM IN My DIRECTION.
TOTAL SQUARE FOOTAGE OF OFFICE SPACE: 18,090 SF approving authority. GV GATE VALVE 6*V 60 VALVE
PROPOSED SQUARE FOOTAGE OF REMEN71AL SPACE- 27,928 SF S. The contractor Is responsible far installation of any additional aroolon control measures RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (&3%) FOR A MAXIMUM OF SIX (6) FEET.
necessary to prevent oroolon and sedimentation as ddermined by the plan qpvvbg HDPE HIGH DENSITY POLYETHYLENE
PROPOSED RESIDWAI. DENSITY' &8 UIM/ACRE 32 LM13 authority. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMM MUST PROVIDE POSITIVE DRAINAGE� AND MUST NOT EXCEED 1:50 (1/4,1 PER FOOT OR NomINALLy 2.0%) IN My
OPEN SPACE IS M BE OWNED AND MAINTANED BY A UMMUM ASSOCIATION. 7. All disturbed areas are to drain to approved sediment control measures at oil tknes during INV INVERT DIRECTION.
land disturbing activities and during site development until find stabilization is achieved.
1. CRITIC& SLOPES AND UNDISIUIREIED BUFFER WAIVERS WERE GRANTED NTH THE PREIJMARY & During dowatering operationle. water will be pumped into an approved filtering device. ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS;
ROAD PLAN REVIEW (MM1000421 (PRIOR APPIWALS) 9. The contractor shall Inspect all orosion control measures pwkxficdly and after each runoff praducing CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) FOLLOWING THE DIRECTION OF TRAVEL. AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR
I SP 1994-16 - ALLOWS PROFESSION& OFFICES rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of NOMINALLY IOU) FOR CROSS SLOPE WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), RAMP SPECIFICATIONS (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF
SP 2000-52 - ALLOWED STAND ALONE PARKING *NOTE, REVISED AREAS WILL NOT BE APPROVED UNTIL A SUBDIVISION ADFUCA71ON IS SUMUTED FOR REMEWL the arosion control devices shall be mode Immediately. 1:12 (&3X), FOR A MAXIMUM RISE OF Z5 FEEL MUST BE pRoVW. RAMPS RAI LANDINGS CH END TH ARE CROSS SLOPED
10. Ali fill material to be taken from an approved, designated borrow area. MUST HAVE ADA HAND LS MD 'LEVEL' ON EA AT NO MORE
11. AD waste materials shall be taken to an approved wado orea. Earth III shall be Inert THAN 1:50 IN MY DIREC71ON (1/4" PER FOOT OR NOMINALLY 2.081) FOR POSITIVE DRAINAGE.
materials only, froo of roote, stumpej wood, rubbW and other debris, DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A 'LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF DOOR THAT IS AWAY DOOR NO MORE
SITE AREA TABULATIONS 11 Borrow or waste oreas we to be reclaimed within 7 days of completion per Zoning THE SLOPED FROM THE
Ordinance section &1.28. THAN 1:50 (1/4' PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE
EXISTING TIVI-PARCEL AREA (ACRES) I& All Inert materials shall be transported in compliance with section 13-301 of the Code of PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCMS1 A117.1-2003 MD OTHER REFERENCED INCORPORATED By CODE.)
Albemarle.
46-134-7 14. Borrow, III or waste activity involving In4ustrial-tpe pow sWoment shall be limited to IF PROJECT INVOLVES RECONSTRUCTION, MODMAJON, REVISION OR OMSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY
3.64 the han of 7.00am to 9.00pm. EXISTING ELEVATIONS SHOWN ON THE PLAIN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF AWCE's ADA STANDARDS FOR ACCESSW DESIGN ALLOWS FOR STEEPER RAMP
M Borrow, fill or waste activity shall be conducted in a ads manner that maintains lateral SLOPES, IN RARE CIRCUMSTMCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF My DISCREPANCIES MOM FIELD CONDITIONS THAT DIFFER IN MY WAY
46-134-7A 0.27 support or order to minkntze any hazard to peremoi physical damage to adjacent kod and OR MY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING� BEFORE COMMENCEMENT OF THAT WOW IMPROVEMENTSPLACED BY THE CONTRACTOR MUST FALL WITHIN THE
provernentsi and damage to any public *set because of al;do% sinking, or collopft MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.
46-134-713 1.23 16. The developer shall reserve the riot to Install, maintain, remove or convert to permanent
stormwater management facilities where applicable all wasilon control measures requkid CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTORS FORMS PRIOR TO POURING CONCREM IF MY NON-CONFORMANCE IS OBSERVED OR EXIST% CONTRACTOR MUST
46-134-7C by this Man regardless of the ads of any lot unit building or other portion of the ixoperty. IMMEDIATELY N01IFY THE ENONEM PRIOR TO PMNG CON CONTRACTOR IS RESPONSRE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE
0.73 17. Temporary stabillintlon shall be temporary neding and mulching. Seeding Is to be at 75
lbs/acre, and in the months of September to February to consist a 50/50 mix of Amal CONTRACTOR IS URM TO REVIEW THE INTENDO CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR TO COMMENCEMENT OF W6TRUC11ON OR
TOTAL 5.87 Ryogross and Cared Winter Rye, or In March and April to consist of Annual Rye, or Mcy IMPROVEMENTS.
through August to can" of German Millet Straw mulch Is to be applied at 80lbs/IOW. CONTRACTOR'S COORDINATION RESPONSIBILITIES
Alternatives are abject to approval by the County orodon control Inspector. 11- THIS PROJE7 MIUM MORE THAN ONE AM OF LAW AM FALLS WIIHN 1W VIONIA STORMWA1R MMAGWTT PROGRAM (VWJ OEM
ACSA GENERAL WATER & SEWER CONDITIONS 11L Permanent "Iftation shall be lime and fertillm permanent sooding, and mulch. I- 1W =MWTOR IS FWM TO OBTAIN MY/ALL PeNTS; MW FOR OONSTRUCIN OF 1HBE PI.MS. CONSTRUCTION Pmu (GCP) PROGRAM As ADMNISME) BY AlAmARLE cum. PRIOR m THE START OF colismuCTION, THE wmwn SHALL
1. WORK SHALL BE SUBECT TO INSPECTION BY ALBOLARLE COUNTY SWCE AU1401M (ACSA) INSPECTIORS. THE Agricultural Wade lknatons shall be applied at gOlm/1000st Incorporated into the top 4-6 FILE A CGP N01M OF KW WITH ABOME COUNTY AND PFeARE A STORMIER PKMM PLAN m Ac=ANm WN THE VW
CONTRACTOR WILL BE REW04SIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WOW. Inches of soll. Fwdbw shall be applied at 10000n/acre and consist of a 10-20-10 mtriont 2. ANY 1K WORK IS PMOO ow-srm OR wrim AN Eam EAswff, Im CONTRACTOR is TO NM TfE How OF SAO Egnm As To RIEGULATIONS
alst of 95% Kentucky 31 or
mIx. Permanent seeding shall be applied at 1801bo/ocre and can THE MAIM OF PROPM WORK AND TO RUN MY MOLEIM OR STANDARDS WHICH ARE ASSOCIATO 117H OR MMM IN THE EMM
I THE LOCA71ON OF EXISTNG UTIJ10 ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSAFLY SHOWN Tall Fame and O-5X Perennial Ryagrose or Kentucky Bluegrass. Straw mulch Is to be EASEMENT. 1Z CONTRACTOR SHALL COORMAX WITH ALL UWTY CWAKs FOR INSTALLATION RE"MeMANDSWICATION&
ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMAlELY CORRECT, THE CONTRACTOR SHALL. ON HIS OWN applied at 801be/100of. Alternatives we subject to approval by to County orasion control & TW CONTRACTOR IS TO CHIECK THAT ALL EASOMM UTUS OF PODASW ET, ARE RIMMS/lOBTAKI) PRIOR TID THE START OF MY 13. CONTRACTOR SHALL BE RINUME FOR S17E SIECUIM AND JOB SAFEW. CONSTRUVIONACTIVITIES SIALL BE IN ACCORDANM WFTH OSHA
INIIIAIK LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. Inspector. CON51RUCTION. STANDARDS AND LOCAL FEMARDANM
ALL MATE]OLS AND CONSTKK10 SHALL COMMY WITH 1HE CURREW EDITION OF 1HE GOVA WATER AND 19. Maintenance: All measures we to be Inspected weekly and after each rainfall. Any danloge
SEWER CONSTRUCTION SPECIFICATION% AS ADOPTED BY THE ACSA. or dogging to structural measures Is to be repaired krunedlately. SIt trape are to be domed 4- CONTRACTOR TO VEI*1Y ALL ROAD PLANS AND PRMM AND DETAILS FOR CONSISMW AND F WIFUCTS OM CONTACT RANEER FOR 14. 0N7RAC7M SHALL OISPOSIE OF DE]XXM0N DOW IN ACCORDANCIE IMM APnrME FMERAL. STATE AND LOCAL REGULATRA 0RDNMMS AND
when 50% of the wet storage volume Is filled with sediment. AN seeded areas are to be CLAWICATION AND/M DFWM NMWWA70 MIMNU BY CONTRACTOR SHALL BE DOE AT HISAB OWN RISK. STATM
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL. GEODE71C SURVEY. reseeded when necessary to achieve a good stand of gran. Sit fence and diversion d* �:UTH 0,P
which are collocting sediment to half their hoot must be domed and repaired 5. THE CONTRACTOR IS TO VERIFY THAT THE RRM11ON OF ALL DOWN UWIES IN CONFLICT WITH PROPOSE]) WORK HAS BEEN COMPLEW WLWW 15 DOW UTILITIES SHALL BE MUNATED, UNLEM MHEMM We, IN CONFORMANCE WITH WA4 STATE AND pffinAL UTL COWANy A&
ny
& THE CONTRACTOR SHALL BE RIESPONSIBLE FOR NOTIFYING MISS UWTY (11-800-552-7001� invnodkrtoly� UTLJTY POLEX STANDARDS SPEOVAMM AND DEIALS THE CONTRACTOR SHALL COORDNAIE UAM SMVICIE DISCMECTS; WITH W UTILITY ffi4MWAF*-, # A
20. AN temporary oroolon and sediment omtrol measures ore to be removed within 30 dcrjo of 0
& ALL WATER AND SEWER PIPES SHALL HAW A MINIMUM OF NU (3.5) FEET OF COVER MEASUIU FROM THE find site stablitintion, when measures are no longer needed, subject to approval by the 6. CONTRACTOR SHALL COMPLY NTH F04MG AND IM PREWWATION SaAm wxLwo By ABOWU Coutm CODE
TOP OF PIPE, OVM THE CENMWNE OF PIPE THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND County orodon control Inspector
7. CONTRACTOR SHALL NOT RELY SOLELY ON BECIRONIC VOWS OF PLAN% SPEWICATOIS, AND DATA FlUES THAT ARE OBTAINED FROM THE GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS:
WATER LINES, ETC. 21. This Man shall be vold If the owner does not obtain a permit within 1 yew of the date of DOWNERS. BUT SHALL VERIFY LOCATION OF PRO= FEATURES IN ACCORDANCE YM M PAPER COP11ES OF THIE PLANS AND SPECIFICATIONS THAT
approval. (Water Protection Ordinance section 17-204Q ARE SUPPUED AS PART OF IM CONTRACT DOCUME)fl& 1. All dams and constructed fill to be within 95X of maximum dry density and 2% of optimum
7. ALL WAIM AND SM APPURTDIANCES ARE TO BE LDCA10 OU13DE OF ROADSIDE DrTCHES. 22. Permanent vegetation shall be Installed an all denuded areas within nine (9) months after moisture content. All 91 material to be approved by a gootechnicall engineer. A Dustin E. Greene
VALVES ON DEADEND INES SHALL BE ROODED M PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A the date the land disturbing activity commences. (Water Protection Or*mce nation 17-207B) CONTRACTOR SHALL COMPLY WITH ALL WILAND1 PBW RE"OEM IF A PMU MM geptechnical engineer Is to be present during construction of dams. A Uc. No.
RME EMSION OF THE LINE. 2. Poe and rlser joints are to be watertight within stormwater management facilities. *0 55833
,0 11/18/20
9. CONTRACTOR SHALL BE WSPONSW FOR ALL REI=T0A OAM OMW NOND ONPLANS) NCLUDIK BUT NOT LMM To. ALLUM= I For temporary sediment traps or basins which am to be converted to permanent stormwater ;11!
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. STORM MANAGE. MGM TRAFFIC SIGNALS & POLO; EM AS MILM ALL WORK SHALL BE IN ACCORDMCEWFTH G01MOM =MM management faditles; conversion Is not to take place until the site to stablIzA and "&1r0?FAL
10. THE CONTRACTOR SHALL BE RESPONSIBLE M COMPLY WITH THE NO-" REGIULATION UFECTIVE JANUARY 4, W=MeM AND PRUM MEWORK SUIFICA71ONS AND SHALL BE APPROM BY SUM ALL COST SHALL BE NCLUDM IN BASE MD. permission has been obtained from the County erosion control Inspector.
2012. M 001flRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PRIDYST ADVM IMPACTS M OFF SHE AM&A AND MALL BE
A
1 42, 0-o
V/
p
EX. STORM MH 1
EX. SAN MH 6 I� , /� TOP=507.48'
TOP=509.48 MHO / - P� //// I ! 54 RCP INV OUT 480.08
18" PVC INV IN=491.70' /r
18" PVC INV OUT=491.62 �'� /r(, , EX
\ EX. STORM MH 2C
EXISTING ASPHALT PAVEMENT TO REMOVED � \ \� /+ �// / /', /, / r// i �° �9S I-X TOP=497.90' 21 RCP INV IN=493.00
21" RCP INV OUT=489.44'
A MH
EXISTING PAVEMENT TO BE RETAINED TOP ST/2B
TO THE MAXIMUM EXTENT POSSIBLE. ACTUAL -X92 81/ y
LIMITS OF REMOVAL TO BE DETERMINED IN
21 "ACP INS/ IN=4,8.85'
THE FIELD AS WORK PROGRESSES. , /\, \ ' / \ r/ 21// RCP4NV OUJ/ 488.70' 2`j
5 /� / / / // / / ORTION OF PAVED \ EXISTING 20' PUBLIC DRAINAGE EASEMENT
PATH TO BED REMO
AND RELATED f DB 1548 PG 299 (PLAT)
lco/ X AN H 5 i / � EX2A EX. STORM MH 2A
I TOP=492.87
�►,t{y' `• /' / ,�/ �. STOP=503.67� -- -- - -,_ 1/ �� » ,
5� 1 / // ,/ ,/ �� ;, �% 18" PV�'INV=490.09' ' / %- --- 21„ RCP INV IN=487.69
5 /,/ ,' // /� 18" P,GC INV O17T=48 94' i / / 21 RCP INV OUT=487.65
Q- / 1
EXIST. MANAGED SLOPES
TO REMAIFf UNDISTURBED ! I�
/ / I
PORTION OF STORM SEWER
(TBR) AND REPLACED
Site Benchmark is tied to USGS disk Z-155 / / // i /'// j / - I I EX. ST6R MH 2 1 BY DOGHOUSE MANHOLE
NGVD 29, Elev. 552.71 / TOP .96' //�
Located at the NW corner of Route 29 North and / , / / / / \ �- `\ = Tm 32 Par 37
Rt. 649, Proffit Road at old Crenshaw Garage. / / / / / i i /'"' / ' ,� �� \ Q 54" CP INV IN=4'18.06' /' `99° VIRGINIA ELECTRIC AND POWER COMPANY
Current status of Disk is unknown, + , X.,8Af� Mtl 4 \ 1 / ,
.4 - \ I I RO INV IN=A85.18 \ USE: UTILITY
'� / T�iP493.96 1 54 RCS INV OUT 477.70
I'le P'V•E'INV IN=484.10' \\\ i \ '� I ZONING: R15, R1
� V 1� PVC INV OUT=484.05 \ i i
iH4r� i ; STORM DISCH14GE`
POR110N OF SANITARY \ \ 1 I / \
SEWER TO BE FILLED \ \ \
/ /��p� �/ \ \ �N \ \ \ _ _ � - -►, 'WITH-WITHFILL
1 I -l--
' cal' / / I I � 1 1 -• - -•. � � '` \ \ \ \ 1 I 1 I / ' / \
STING LIG� PORTION OF CURB ( \ \
/ �%�/ // / // I I I I \ �q - \ \\ \ \\ORT10jV OF CURB �i1BR) II EX. STORM MH 7
POLES (TBR)1 t - - , \ - ` \ \ \ 1 \ I 1 / , \
• j20 ��- /` h, / / / I I I \ \ \ \ \ \ \ TOP=487.54'
54 RCP INV IN=476.16
s�� �s 1 EX. S�pRM MP\I\\Aj I TMP 4644-7 1 i i \ \ 54 RCP INV OUT=476.10
TOP=4�6.84 1 \ I 12.76 ACMES
15 RCP INV (JUT 90.�94 I I +
` ` y EXISTING 50' PUBLIC STORM SEWER EASEMENT
Ex�a / M/ SR INLErTr (TBR)r i1 P STOI#M DISC�iARGE _ � \ DB 1071 PG 495 (PLAT)
/� / I\ / r / I I l , _ _ - DB 1071 PG 562 (PLAT)
PORTION OF PAVEMENT // L/ONDOD� \'' \I\ \ \\\
BE REMOVED PL04ETRK (TB�
F�ROPERJhI
\
/BE /VA'E/ T/P/.)/ NEW STREET
EXSTING PUBLIC VARIABLE WIDT
H
ONNEC110N TW
4sB4_7g \ SIORMWAIER MANAGEMENTLAN
i/ EXBOLAS(5 1.10/AC FACILITY dACCESS EASEMENT
TO BEREP
DB 5230 PG 299 (PLAT)
r i I I APPROXIMATE LOCATION / k / / / '
I� QDn I I I OF EXISTING SEWER P0(Z110N ,0F STORM' /SEWWI:R �T�`'
LATERAL-
\ I EX./ ST�M Mji' 4A
OND I T4=493.4)' / ,'� /' /� f'�
_ II I > - Sl()RM OISCH
<I I / / I 15�' RqP IOV 6 4�8r36;/' ,/ _
/ /
151 RCP /INVO� T=4 ,/ / �� �------------- \\
heat -, ,/ /�� d\ I / / r IDON /' / ,PORTjON OF STORM SEWER _ --
\ Exist / // /' ,(�R) AND REPLACED -
mPs i-gt°rY g,iCY Medical /- F sod ( 1 r / %P E`TR / /
euiid�n9 \ + I , -
0"f A24 sf / �+, / � �`/ m ` \
/ '� \\ / Tm 46 Par B4-A
n ❑ iiaoo / iz ,( r \ 1 � / / ,/ aae �/ , DOGH tIfiANH / _ _
_ Tierwosd \ y r I I /
I ❑ a��d / ��' ,' FOREST LAKES COMMUNITY ASSOCIATION
g 1 \/ / X4, 1, 1 I I I I + / / / �// /' ,' /' / '' \9°o i I / USE: POND
I / THP 46-B4-7C / . �/ '. I
� \ � / / \ ,�`�.-� 01,E �l/OF / �, // �/ � .� - \ �- I \ ZONING: R4
1.74 ACRES I / / ` 9e o \ I I , • /
� CHID •/ / / �� �-'
`' , v 4 / / / �/ P T70N E)F STO�M`SEWERLL' (TBR) \ :I
/ \ \ EX. JAPANESE 1 � r // / � -' \
\ HOWES / EX. I�ONDON �/ �Qa� , ' rl'Ex �4 REP / / EXISTING16-PRIVATE \
ENV - 481:52' T
/ ,� , DR1gNAGE EASEMENT PLANEIREE / � _ � \ 1
/ \ \ DB 5ZW PC, 298 (PLATS
,./STORM M 4 ` •� - \I _ /'\ / ' 1 /Y P-492 \ '-,_�\ /� i /� ' l ARBOR LAKE EDGE
EXIST. MANAGED SLOPES B�lRNUM (3) i I // / i / ; /,'/ / / / ` q aR ENV 1
TO BE GRADED FOR NEWEXSA / ' / / \ `\ \ - _ /z /
= I I I \ 46� 7A \ I / / /'� i \ \ `a4 Tick ;rl 8� 45 \ \ / / �� +
BUILDING PAD. / I 1 Q'- 4)> r r C1� i ` / 1 Ex . 4 " EW-2
1 lil i \ P.27 ACRES, \ \ /Q�' �` i \` ��` `\. 4 ` \� OU 8�28\ \�\ °\ \`�\ �� / nv. Out=473.1
E)L\ S \ \ ( I I
\ 1 \LQNDON
\ /
PLAN�'iREE i
EX. SAN MH `� `� ����•� se \�`��� \li���---�._ \�\ \ �``--/// // / .• / � 11,
r \ i , 1 -3-,
CUR$ 1BR _ \ \ TOP=44.�O ���?� `�`��
\ ( ) ;X6 ,EXS 18" PVC IN��IN=481.81' ���.\ \ \�\ �ST1N� PUBtlC 1 I \
1RES�S^(TBR \ I „ '� STORMWATER, MANAG�IENT / 1
\ ` 18 PVC INV OUT=481.78 `� y `
TY
FDAMEXT
\PL CRT' E \\ \ \`\ / \ \\ \� ``� ~\�\` \ � LA \\\ / 4 I\ 1 II I \
MYRTLES >�3) \.. �/ I _ \ \ \ I ( )
\ I \ \ \ e �\ I I \ EXISTING TREELINE TBR
r 1 Tm 46 B4 Par B 1 a \ s +
MiEST ]LAKES COMMUNITY ASSOCIATION, INC.
USE: SOCCER FIELD 9°s
I� e \
ZONING: R4 Mf12-
I EX. EVERGREEN TREES
q 5s \ a act. e f r / EX. SAN M)+,2
s
\ "2 �NESS�.�.--_ c i mate 1 % // / /�*4 TOP=492.64'
_ \ice s
oe�1 18" PVC INV IN=476.58'-
,'`� 18" PVC INV OUT=476.38'
\ Ex. 8" 0I water d3R -
assumed tion only
\ Ex S & V
Meter to Remain // EXISTING 20' ACSA
' WM / r / SANITARY SEWER EASEMENT EX. SAN MH 1
Exist. Privati5 e y q/ I P H1
' Eaesment I DB 1071 PG 495 (PLAT) TOP=482.35'
DB 1071 PG 562 (PLAT) 18" PVC INV IN=472.31'
m 46-B3 Par B DB 1071 PG 213 (PLAT) 18" PVC INV OUT=472.13'
FORES� . AK COMMUNITY ASSOCIATION, INC.
+ 1 USE: CL UBHO USE
' ZONING: R4
EXISTING PARCEL SUMMARY
4664-7
3.64
AC.
4664-7131
1.23
AC.
46134-7C
0.73
AC.
4664-7A
0.27
AC.
5.87
AC.
�$wTH OF p�
Dustin E. Greene
5 33.
.a
11/18/20 a1'
88 ZONAL
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COUNTY
COMMENTS
1 /18/19
Q
COUNTY
COMMENTS
4/22/19
Q
COUNTY
COMMENTS
12/06/19
®
COUNTY
COMMENTS
7/23/20
oe
DATE
NOV 30, 2018
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FILE NUMBER
13.0124
SHEET
3 of 20
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o as 131
COUNTY OF ALBEMARLE
Dept, of Planning & Community Development
401 McIntire Road
Charlottesville, Virginia 22902,4596
(804) 296 5823
August 1, 1994
Health Services Foundation
ATTN: Gary Lowe
2955 Ivy Road
Charlottesville, VA 22903
RE; SP-94-16 Health Services Foundation
Tax Map 46134, Parcel 7
Dear Mr. Lowe;
The Albemarle County Board of Supervisors, at its meeting on July 20,1994, approved the
above -noted request for professional offices on 5.8 acres zoned R-15. Please note that this
approval is subject to the following conditions:
1.. Compliance with the provisions of Section 21.0;
2. Provision of landscaping adjacent to Timberwood Boulevard consistent with that provided
on Timberwood Boulevard in the developed commercial area;
3. Provision of vegetative screening designed to minimize visibility of the site from the Arbor
Lake Townhomes
4. Provision of a walkway to connect the existing walkways adjacent to the lake to the
shopping area.
OR ALg
o
U dTd�
l'tRGINt�
COUNTY OF ALBEMA.RLLE
Department of Comirnunity Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4012
February 20, 2009
Brian P Smith PE
105 W High Street
Charlottesville VA 22902
RE SP.2008-00052 Forest Lakes Office Park (Sign #96)
Tax Map 46134, Parcel 7C
Dear Mr.Smith:
On February 11, 2009, the Albemarle County Board of Supervisors approved, by a vote of 5:0, SP2008
00052 to allow stand alone parking in accordance with Section 18-4-12.11.
Please be advised that although the Albemarle County Board of Supervisors took action on the
.project noted above: no uses on the property as approved'above may lawfully begin until all
applicable approvals have been received and conditions have been met. This includes:
compliance with conditions of the SPECIAL USE PERMIT;
• approval of and compliance with a SITE PLAN and
approval of a ZONING COMPLIANCE CLEARANCE.
In the event that the use, structure or activity for which this special use permit is issued is not commenced
within twenty-four (24) months from the date of Board approval, it shall be deemed abandoned and the
permit terminated. The term"commenced" means "construction of any structure necessary to the use of�- - •:
the permit."
If you have questions or comments regarding the above -noted action, please do not hesitate to contact
Sherri Proctor at 296-5832.
Sincerely,
William D. Fritz
Chief of Zoning and Current Development
Cc: Highlife LLE C/O Downer Realty
P0Box 17
Charlottesville VA 22902
Curve Table
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
43.72'
2229.54'
1'07'25"
21.86'
43.72'
N 10*48'02" W
C2
49.70'
35.00'
81'21'49"
30.09,
45.63'
N 30'2629" E
C3
79.08'
497.21'
9'06'47"
39.63'
79.00'
N 66'33'53" E
C4
165.13'
497.21'
19'01'42"
83.33'
164.37'
N 52'29'39" E
NOTE: THE REVISED AREAS GIVEN FOR
EACH PARCEL WON'T BE APPROVED
UNTIL A SUBDIVISION APPLICATION IS
SUBMITTED FOR REVIEW.
i� FORES
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CO
Tm 46 Par B4—A
LES COMMUNITY ASSOCIAT
USE: POND
ZONING: R4
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REVISIONS
1Q
COUNTY
COMMENTS
1 /18/19
2Q
COUNTY
COMMENTS
4/22/19
Q
COUNTY
COMMENTS
12/06/19
®
COUNTY
COMMENTS
7/23/20
DATE
NOV 30, 2018
SCALE
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13.0124
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COMMENTS
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2Q COUNTY
COMMENTS
4/22/19
0 COUNTY
COMMENTS
12/06/19
A COUNTY
COMMENTS
7/23/20
DATE
NOV 30, 2018
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4/22/19
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12/06/19
A COUNTY
COMMENTS
7/23/20
DATE
NOV 30, 2018
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12/06/19
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7/23/20
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COMMENTS
1 /18/19
A2 COUNTY
COMMENTS
4/22/19
A3 COUNTY
COMMENTS
12/06/19
A COUNTY
COMMENTS
7/23/20
DATE
NOV 30, 2018
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COMMENTS
4/22/19
0 COUNTY
COMMENTS
12/06/19
A COUNTY
COMMENTS
7/23/20
DATE
NOV 30, 2018
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13.0124
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Dustin E. Greene
Uc. No.
A 55833 'i►�
.�j, i /18/20
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COMMENTS
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COMMENTS
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Q COUNTY
COMMENTS
12/06/19
A COUNTY
COMMENTS
7/23/20
DATE
NOV 30, 2018
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13.0124
SHEET
10 of 20
U,
RESIDENTIAL LANDSCAPING TABULATIONS
RESIDENTIAL AREA LANDSCAPING SCHEDULE
Key
Quantity
Botanical Name
Common Name
T
Size / Cal.
Canopy
Total
Canopy
Remarks
CANOPY TREES
21
Acer x freemanii 'Jeffersred'
F
Autumn Blaze Maple
5- min
397
8,337
QP425
Quercus palustris
Pin Oak
5'min
370
9,250
ORNAMENTAL TREES
CK
1 16
1 Cornus kousa 'Heart Throb'
Heart Throb' Kousa Dogwood
5'min
128
2,048
BROADLEA VED EVERGREENS (SCREENING)
JCJ 1 49 1 Cryptomeria japonica & c\js.
Icryptomeria (Ben Franklin)
5'min
123
6,027
25,662
TREE CANOPY CALCULATIONS
RESIDENTIAL SITE AREA= 3.64 ACRES (PARCEL 7)
20% TREE CANOPY REQUIRED= 31,712 SF
EXISTING CANOPY TO REMAIN: 3,946 SF X 1.25 = 4,933 SF
TREE CANOPY PROVIDED:
PROPOSED CANOPY= 25,662 SF + 1,166 SF = 26,830 SF
TOTAL TREE CANOPY = 31,763 SF > 31,712 SF OK
RIOFILTFR PLANTING SCHEDULE TARLE
BIOFILTER
LANDSCAPING SPECIES
Cal
Size
Shrub
Ht.
#1 ICANOPY
1 OYR
I OYR
TOTAL
(D River Birch (BN)
C) Pin Oak (QR)
Sycamore (PO)
2.0"
2.0 ))
2.0"
1
1
1
258
90
460
258
90
460
Total Trees provided
3
3
Spicebush (1-13)
361)
6
23
138
W interberry (WB)
36
6
14
----------
84
Spicebush (LB)
36"
6
23
138
Total Shrubs provided
COMMERCIAL LANDSCAPING TABULATIONS
COMMERCIAL AREA LANDSCAPING SCHEDULE (PARCEL 7A
A
LANDSCAPING WITHIN PAVED AREA:
EXISTING AND PROPOSED ROADS/PARKING AREA: 31,799 SF
5% REQUIREMENT: 1,590 SF
LANDSCAPED AREA PROVIDED: 8 x AF = 3,176 SF > 1,590 SF E
191 ti 13 INflo P6 S 0 DI Do tl *10 1 ZI �! ID14 M
I TREE PER 10 SPACES
74 SPACES PROVIDED
TREES REQUIRED = 7
TREES PROVIDED = 8 OK
Key
Quantity
Botanical Name
Common Name
Size I Cal.
Canopy
Total
Canopy
Remarks
CANOPY TREES
AF
1 9
jAcer xfreemanvieffres Red'
jAutumn Blaze Maple
5- min
397
3,573
SHRUBS
FO
13
0smanthus x fortunei
Fortune's Osmanthus
2-
99
1,287
IG
26
1 lex Glabra
I nkberry
2-
23
598
ORNAMENTAL TREES
CK
1 9
1 Cornus kousa 'Heart Throb'
Heart Throb' Kousa Dogwood
5min
128
1,152
BROADLEAVED EVERGREENS (SCREENING)
34 cryptomeria japonica & cvs. lCryptomeria (Ben Franklin)
5- iTtin
123
4,182
. ..... ...
Canopy Grand Total
10,799
TREE CANOPY CALCULATIONS
COMMERCIAL SITE AREA = 2.23 Ac
10% TREE CANOPY REQUIRED = 9,714 SF
EXISTING CANOPY TO REMAIN: 7,883 SF X 1.25 = 9,854 SF
PROPOSED CANOPY= 10,792 SF
TOTAL TREE CANOPY = 20,646 SF > 9,714 SF OK
LANDSCAPED AREA WITHIN PAVED AREA:
EXISTING AND PROPOSED PARKING AREA: 34,412 SF
5% REQUIREMENT: 1,720 SF
EXISTING TREES: 2,789 SF > 1,720 SF OK
1 TREE PER 10 SPACES
66 SPACES PROVIDED
TREES REQUIRED = 7
EXISTING TREES PROVIDED = 9 OK
PROPOSED TREES PROVIDED = I OK
County of Albemarle
Conservation Plan Checklist -To be placed on Landscape Plans
(Handbook, pp 111-284-111-297 for complete specifications)
1, The followinE items shall he shown on the plan:
Z11 Trees to be saved;
U Limits orclearing (Outside driplinoof trees to be saved);
Location and type ofprotective fericing;
Grade changes requiring tree wells or walls;
Proposed trenching Or hLff1DClh1g beyond the limits of clearing.
2. Markings
El All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
No grading shall begin until the tree marking has been insp"tcd and approved by a County Inspector,
3. Pre -Construction Confereacei
0 Tree preservation and protection measures shall be reviewed with the: contractor on site,
4, Equipment Operation and Stora2e:
ZI 11cayy equipment, vehicular traffic and storage of construct ion materials including soil shall riot be permitted Nvith In the drip lines of trees
to be saved�
5. Soil Erosion and Starmwater Detention Devices:
W Such devices shall not adveisety affect trees to be saved,
6. Fires:
0 Fir" are not permitted within 100 feet ofthe chipline oftrees Lo be saved,
7. Toxic Materials:
21 TONiu materials shall not be stored within tOO feet of1he dripline of trees to be saved.
8. Protective Fericin?:
Trees Lobe retained within 40 lect ofa proposed building or grading activity shall be protected by Fencing,
Fencing shall be in place mid shall be inspected and approved by a County Inspector prior to grading or cor�truQdQn.
9. Tree Wells:
When the ground level must be raised within tile driplino of a tree to be saved, a tree well shall be provided and a construction detail
submitted 'or approval,
10, Tree Walls:
When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail
submitted for approval.
It. Trenching and Tunneling:
When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots,
12. Cleanup
W protective fencingshatl be the last items removed during the final cleanup.
13. DamavedTreesi
0 Damaged trees shall be treated ininiediawly by pruning, fcrtilizalion or other methods irccommendcd by a tree specialist,
NOTE: IT ISTHE DEVELOPER'S RE$PONSIBILfTY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
CONTRACT PURCHASER SIGNATURE (DATE)
511/06 Page I of I
SET TRUNK PLUMB. SEE >
PLANS fOR EXACT LAYOUT
AND SPACING.
TREE TIES, 5ffff SPECS.
1- 112" SQ. OAK STAKES
SET 180 DEGREES APART
fIN15HED GRADE
APPLY 3" Of MULCH AfTEK
PLANTING AND WATER
THOROUGHLY
4" COMPACTED EARTH
WATERING 13EKM
EXISTING GRADE
PLANTING PIT. 5EE SPECS fOR
....
EXACT REQUIREMENTS, PLANTI�G
SOIL, AND PLANTING SOIL
AMENDMENTS.
... ... ... ....
REMOVE 13URLAP t STRING
7r
f KOM TOP 1/3 Off ROOT
13ALL
TWOTIMff5I1ALL
UND15TUR13ff D 501L
DIA. (MIN)
TREE PLANTING DETAIL
NOT TO SCALE
SEE PLANS fOK EXACT LAYOUT. SPACE
PLANTS AS SPECIfIED IN PLANT L15T
OR AS SHOWN. ADJUST SPACING AS
NECESSARY OR AS DIRECTED BY
SET SHRUB PLUMB. TOP Of
LANDSCAPE ARCHITECT.
KOOT13ALL SHALL NOT 13E MORE
THAN I" ABOVE f IN15HED GRADE
MULCH 3" DEEP
IMMEDIATELY AfTEK
REMOVE 13URLAP f KOM
PLANTING AND WATER
TOP 1/3 Of KOOT13ALL
THOROUGHLY.
3 " TALL WATEKI 11 G
PLANTING PIT.
BffKM
PREPARED 501L f OR SHRUBS
r-f 11\115HED GRADE
RO UGH ENED
TO BIND NEW 501L
NOTE f OR SHRUB BEDS:
SEE PLANS fOR EXACT LAYOUT. SEE 5FECIf [CATIONS
fOR EXACT BED PREPARATION, PLANTING SOIL, AND
PLANTING SOIL AMENDMENTS.
SHRUB PLANTING DETAIL
NOT TO SCALE
OPTION: WWf (4X4 OR 3X4) CAN BE
ADDED BETWEEN F05T AND fENCE
BOARDS If ANIMALS ARE BEING
CONTAINED PER OWNER!5 REQUEST.
WO.C.; TYP.
NOTE: I`ENCING TO BE CENTERED ON
COLUMN. fENCING TO 13E EITHER STAINED
OR PAI NTED f LAT BLACK PEP, LANDSCAPE
ARCHITECT.
4 X G X G POST; I " WA5H ON TOP. SET
P05T A MIN. Of 3'IN GROUND. SECURE
F05T WITH QUICK DRYING CEMENT (OR
ff QUAL). G" HALf -ROU N D OR 4 X 4 F05T
PLAN CAN BE 5UB5ITUTED f OR THE 4XG POST
SHOWN AT OWNER5 REQUEST.
fENCE COLOR: BLACK
PROPOSED WOODEN SCREENING FENCE
N.T.S.
b
1-i
WIRED BACKED
PROPOSED WOODEN RAIL TOT LOT FENCE
N.T.S.
LANDSCAPE PLAN LEGEND:
AF - AUTUMN BLAZE MAPLE
QP - PIN OAK
0
W
101
K04DINIS1111
CK - 'HEART THROB' KOUSA DOGWOOD
CJ - CRYPTOMERIA. JAPONICA
FO - FORTUNE'S OSMANTHUS
�UTu op
-pit
VA
Dustin E. Greene
Uc. No.
1ZW6 558315
11/18/20
1*ka610NAL
THEME IS A COMBINED FRONTAGE OF 943' ALONG WORTH CROSSING AND TDOERWOOD BOUIEVARD.
THERE IS 404 IF OF EaSTING STREET TREE BEING PRESERVED LEAVING 539 IF OF REMAMG
FRONTAGE WITHOUT PROPER STREET TREES. 14 STREET TREES ARE PROPOSED.
EXISTING STREET FRONTAGE 943'
FRONTAGE
WITH EXIMG 404'
STREET TREES
FRONTAGE
WITHOUT EaSTING 539'
STREET TREES
NOTE: TOT LOT EQUIPMENT TO BE BURKE OR EQUIVALENT.
TOT LOT DETAILS
NOT TO SCALE
14 IARGE TREES REQUIRED
BASED ON PIANTINGS @ 40' O.C. PER Z.O.
14 LARGE TREES PROVIDED
I SWING
I SLIDE
2 CLIMBERS
1BUCKABOUT
2 BENCHES
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1/18/19
A2
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COMMENTS
4/22/19
A
COUNTY
COMMENTS
12/06/19
COUNTY
COMMENTS
7/23/20
DATE
NOV 30, 2018
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REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS.
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COMMENTS
1/18/19
COUNTY
COMMENTS
4/22/19
COUNTY
COMMENTS
12/06/19
COUNTY
COMMENTS
7/27/20
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FILE NUMBER
13.0124
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III 12 of 20
I -J
F
LIGHT FIXTURE D LIGHT FIXTURE C1
d"Iseries
Specifications
Diameter: 8' Round,
I I 1 013 cav
Height:, 42!'
(106./Cirt�
Weight 27 lbs.
(max). �IZ'2�5pj)
I
H
Introdudion
The D-SerieS LED, Bollard is a 5tyl ish, energy -
saving, long -life 5olotion desi_gne.d to perform
the way a bollard shauld—with zero uplight An
optiCaf leap forwaed,lthis full Cut�off turninaire
will meet the most stringent of lighting coicles,
The D-Seeipp LED I 13101.1ard's rugged qomtruction,
cl.uoble finish and 16097119Stirig LEQS7 will prOviole
Years of maintenance -free service.
EXAMPLE: DSXB LED 16C 700 40K SYM MVOLT DI
I)SINGLED
kymmetric,
��Oi �Sfth
�OK
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ASY Asymmeqllc.'
W6 1- 1
Shipp�d trIstalled
slllppi�oifls'ta Ito
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Sy M, syjn�140
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pf photn8gfbic
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NOTES
MR9 U A n th Qr 01 f(t D SIX131
I Only, 6A!416in ifie 12C� ASY version.
2 Cnq ayet 41�lejn the, 160, $,Nversiq 'nj
3 Crity a4cible vA6 4'50�MBM,ve.rs'1QR'
4
5 POVQ�Tdwier, operates.on any linevqtage Item 120-UW. (50160
onlyvifien ordler�169
'va�' R4.ing.(�F, D,F 8p,6,qrisI�e, ph'
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7 5ingIafusa($Q.( iras120,277�Q047, Its a Qpdoln. Double
41'op�im
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i1FA JWzff
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Uqnds
Lightirig,loc. NI ri'qhtsre5erved,
LIGHT FIXTURE C-EXIST
L
00*� 2" 0 h h r-ca
C Cula "'a f. lap,
AI It b a'pj, Iy1.'UPz1 0��P7 f�'�Dc t . rr�('
Projected LED Lumen Maintenance.
1;, 10, 112,14
Electric -ad
Al Lo
sm,
a P;'! go WIV ii" ��' ko.-f ,,a ;2: and
1.
calula th.lufnen maintenance -factor. to the desired rwrnber
eIqw.FQrQtherI�rre rrx(iinten �qt factory,
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62ill 11ii 6162 034a
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-a "rple
To —"cqm'[ te photometric reports or download.iesfi!es,forrthj� producs, visit Lithortia Uqhthg�q D -ties
HIM
s0fobicariclelp ots fdroe DS'/H LE07WAOK Di%t�nceiziiro ir� unifs'afrnoun6rij heJqht(3')-
LEGEND 4 3 2 1 A 4 1
4, -
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FEATURES,& SPECIFICATIONS
lomepage,
INTENDED USE
ELE ' CTRICAL
The rugqed coh5tfucti6ri and D-Se(jes LED.
Liqh�engiries qms'tof h!gh-efi`iqqi;yLEQs mounted to metal-c?%a; rduit
paths and pede3triz�ri
boa [ds tUL heat di5si�,zation rc, I
arld p -mqtP-!vng, ify�(L?�'1100,QOQ lhp�urs
plazes,as.,wet] as any,other 10c *'g-height light sou rae.
atia n ce quiring 9
6A a, �das�* 2 etedxQniQ- d rivers ai e dj��i idjor ar,1 e�"peate�i 114
at 700 igQE
CONSTRUCTION
of 100,,OPO ours with 1% failure, rate. Eleatrica apmpons�nt�wa [puQrited 9M
h
'Orle-piece 8-irich-mund ektruded 61umihurn shaft �,iith thick s�cle wallg4ot extreme
a rqmQvalbe, power iray.
r'bfIdct,6r.' and:talp'c��p� Die-aast altiminurh
Ll$,TINGS
mduntinj ring all6vvs f6faasy 14Wirij eV0 i'a uhevnareas and full �6Q-Oegreei
certified to, U,S. and �anpdian qtandarcl% Lighterigine§ are IP66v�ptpa,
(ataticr) f6r py6,pj!ke �jlighmarit during -in aricharl:x9dts
Rated 646--iz �Jni.qm
WithAguble nuts -arid v,�-�ers,and ma4. bolt �irqle,temptxe ens,Qrestabilhty,
minj,mV.m a m b,jant-
hejgh� is 42-� standard,
product. Natal) V'brsi6rlseifthis'
FINISH
p I fo ju " at M . a y be D�C�uali fibd.,PIdav,- checktha QLC.Cu4(iA-d1 PrWo�ts List at
,
E)�teriorpaits are protected by'a zina�jnfused super durable TGIC zhefr�6�'et
(Irm w.hich
paWdeF�oat finish fl-taitpitovides superior, resistance taco,rrosiokand weathedrij
WARRANTY
for rhaXimom ret,;htk�n 0f'g[QS5a,1)d h6b�r. Ati0htIy'cP0tr6Iec1 rriUlti-st��gQ proce5a
FiVe7year limited Warranty, Complete warranty. terms located at
Pnspre.10'rininim�rn 3-rnil thic-�ess f9ra finish
'"Ithout cracking at peelirig. Avaifplelp ID both textu��ed ancl notr-taA�Qirad finishe's-
OPTICS
Nqjhn 1�pecif c�tiort5,subjpct tp-changew hq
rqV607. upli�htQiaficsj qmrrietrical and, ae�mhriaitrical,
11`66'sealad�LED lightengiria pfa'�-id'eis sin6lu�hlyr�f�du�t,4d,illuiniiizitiQn�vithiut
'Upligtit. Ljghj,efjgmes�aie 8iaifabI6 iri standard4000 3000 K
at $000 K,(6,7 CRI), arnber LEDs ate al�o a�ai�abla,
-9[6 30012
fA "Th"57MIA One Lithonia Way .- Conyers Gedr Phone:
800279.8041 Faxi;770MB,1207 vvm�ldhcnia corn DSX13-LED,
629012- Urarid5 Ll 1 9, Inc, All 651�s� re ser�edl'
,Raw,
Rev. 7114/14
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COUNTY
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4/22/19
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COUNTY
COMMENTS
12/06/19
A4
COUNTY
COMMENTS
7/23/20
DATE
NOV 30, 2018
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SANITARY SEWER PROFILE STRUCT. E—J
HORIZ. SCALE: I"=30'
VERT. SCALE: 1"=10'
nE
__00
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06
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SANITARY SEWER PROFILE STRUCT. FLW C-1-5 TO E
HORIZ. SCALE: 1"=30'
VERT. SCALE: I"=10'
Nyloplast 16", Drop. In qr��ta Wot Capalcay Chad
510
505
500
495
490
485
480
475
470
465
460
520
515
510
505
500
495
490
485
480
475
470
465
460
455
450
94
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520
515
500
510
495
505
490
500
485
495
480
490
475
485
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480
465
475
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465
450
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PROPOSED GRADE,
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SANITARY SEWER PROFILE STRUCT. A —Al
HORIZ. SCALE: 1"=30'
VERT. SCALE: 1"=10'
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ATERUNE
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ALAI
225
Utility Notes:
Minimum Cover Over Watermain: 3.5
Q 1.09 cfs too
STORM INLET 10
Minimum cover over Sewer Main: 3'
Minimum Separations:
Q 1.09 cfs
Sanitary Sewer & Waterline: 1.5'
All Other Utilities: 1'
015
*Contractor will be required to submit for
review and
approval a bypass pumping plan to handle
sanitary sewer
QAQ 4,05 V-10. 0.115
020 0.25 0.30 0,35 0-40, 0.50, .0.55 0.60 -&65 0.10 0-75 AN 0-85 0-90 1�00 1'Q5 140
flows along the 18—inch sewer main.
Depth 0.28 ft
ACSA will not sign off on building permits
for Lots 1 and 2
until the existing sanitary sewer main has
been properly
Ny,16fi�asi
abandoned.
im 144fund !�V'Qque -.OWW� QA N 51ff
(0651 "_ f9l(77d) 932-24�1 - Fag'.(7tQ) 5j2-24W;
4PhM-,June2 12
MH C-1-6 Will nee to be replaced during
construction.
ACSA has determined that the additional pipe will result in a
15" Drop In Grate Performance Chart
structure that is not stable,
SANITARY SEWER PROFILE STRUCT. EX1-1)
HORIZ. SCALE: 1 =30
VERT. SCALE: 1"=10'
30 0 30 60 90
V "Em M 6 mmllmm
HORIZ. SCALE: 1" = 30'
10 0 10 20 30
VERT. SCALE: 1" = 10'
520
515
510
505
500
495
490
485
480
475
470
465
460
455
450
500
495
490
485
480
475
470
465
460
455
450
�XTH OP '4
Dustin E. Greene
Uc. No.
55833
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Al
COUNTY
COMMENTS
1/18/19
A
COUNTY
COMMENTS
4/22/19
A
COUNTY
COMMENTS
12 6/19
COUNTY
COMMENTS
7/23/20
DATE
NOV 30, 2018
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13.0124
SHEET
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REVISIONS
COUNTY
COMMENTS
1 /18/19
COUNTY
COMMENTS
4/22/19
COUNTY
COMMENTS
12/06/19
COUNTY
COMMENTS
7/23/20
DATE
NOV 30, 2018
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FILE NUMBER
13.0124
SHEET
15 of 20
Ue
r7 5) - 24' TrGvelway 2.5' 5' ; 24' Travelway 18' Parking - - 18' Parking 24' Travelway - 18' Parking
idewalk-- 0. 5' 2.5" IM 25 OA dew 51 - 2.5' - 5)
7FI � 1.5" SM 9.5� 2.5" IM 25.OA
F-S Sidewalk- 0. 5' 1.5" SM 9.5A Sidew 5' 2.5" IM 25.OA 2.5' - 5'
2% SLOPE dewalk- 0.5' Sidewalk
CC-6
Install sidewalk as
1.5" SM 9.5A
2% SLOPE
CG-2 CG-13 shown on plans
Aw "'::
=ns all sidewalk cis 791 - - - -:.. .
Depth 4
2% SLOPE
2
shown on plans CC
ristall sidewalk as
Depth = 4" EM,09M MENEM
"�COMPACTED lums shown on plans
6" VDOT 21A SUBGRADE "-,-COMPACTED Depth = 4" NMI, RM
NOTES: 95% COMPACTED *REFER TO PLAN FOR 6" VDOT 21AJ SUBGRADE NOTES: '��COMPACTED
1. See SITE PLAN FOR parking and sidewalk locations. PARKING/TRAVELWAY NOTES: 95% COMPACTED 1. See SITE PLAN FOR parking and sidewalk locations. 6" VDOT 21 A J SUBGRADE
2. Proposed section as shown is preliminary. Contractor LOCATIONS AND DIMENSIONS 1. See SITE PLAN FOR parking and sidewalk locations. 2. Proposed section as shown is preliminary. Contractor 95% COMPACTED
to perform CBR tests to determine final pavement 2. Proposed section as shown is preliminary. Contractor to perform CBR tests to determine final pavement
section. to perform CBR tests to determine final pavement section. *REFER TO PLAN FOR
section. PARKING/TRAVELWAY
TYPICAL SECTION FOR LOIS LANE PARKING AREAS STA 10+20 TO 10+70 TYPICAL SECTION FOR LANDON LANE PARKING AREAS STA 10+00 TO 12+50 LOCATIONS AND DIMENSIONS
SPEED LIMIT ON LOIS AND LANDON LANE SHALL BE 15 MPH TYPICAL SECTION FOR LOIS LANE PARKING AREAS STA tO+70 TO 12+20 SPEED LIMIT ON L01S AND LANDON LANE SHALL BE 15 MPH -
SPEED LIMIT ON LOIS AND LANDON LANE SHALL BE 15 MPH
TYPICAL SECTION FOR LOIS LANE PARKING AREAS STA 10+00 TO 10+20
SAME AS STA 10+20 TO 10+70 MINUS 5' SIDEWALK ON SOUTH SIDE OF ROAD.
510
505
500
495
490
485
480
475
470
465
64
24' TO 20' Travelway -
0. 5' 2.5" IM 25 OA 2.5' - 51
1.5" SM 9.5A 3' min Sidew
6 -4 V 4-
CG-2 2% SLOPE CC- -
. . . . . . ......... . ..... .
, M''m *THERE IS A TRANSITION
PERIOD FROM 12+50 TO 13+64
'*-,_COMPACTED WHERE THE ROAD WIDTH GOES
6" VDOT 21 A SUBGRADE FROM 20' TO 24'
95% COMPACTED
TYPICAL SECTION FOR LOIS LANE PARKING AREAS STA t2+20 TO 13+64
SPEED LIMIT ON LOIS AND LANDON LANE SHALL BE 15 MPH
20' Travelway
0.5' 2.5" IM 25.OA 2.5' - 5'
1.5" SM 9.5A 3' min Sidewalk
V V -�L-
CG-2 2% SLOPE CG-6
TA
J",COMPACTED
6" VDOT 21A SUBGRADE
95% COMPACTED
TYPICAL SECTION FOR LOIS LANE STREET STA 13+64 TO 14+64
SPEED LIMIT ON LOIS AND LANDON LANE SHALL BE 15 MPH
NOTE: CONTRACTOR SHALL DEFLECT WATER MAIN
WHERE POSSIBLE TO AVOID VERTICAL BENDS.
510
505
500
495
490
485
480
18' Parking - 24' Travelway
5 0
ewalk 2.5" IM 25.OA 2.5'
0. 5' 1.5" SM 9.5A
CC- 2 2% SLOPE
C 3-6
COMPACTED-,"e, \-
SUBGRADE 6" VDOT 21A
95% COMPACTED
NOTES:
1. See SITE PLAN FOR parking and sidewalk locations.
2. Proposed section as shown is preliminary. Contractor
to perform CBR tests to determine final pavement
section.
TYPICAL SECTION FOR LANDON LANE PARKING AREAS STA t2+50 TO t3+64
SPEED LIMIT ON LOIS AND LANDON LANE SHALL BE 15 MPH
LANDON LANE POSTED SPEED LIMIT 15 MPH
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LANDON LANE PROFILE (PRIVATELY OWNED AND MAINTAINED)_
HORIZ. SCALE: I"=30'
VERT. SCALE: V=10'
C:)
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AN-;--SEWER-
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V v V V "i V V
510 NOTES:
1. Lios Lone STA 6+85 to 10+00 will be upgraded per VDOT pavement
design manual if core samples within 25' from Timberwood Boulevard edge
of pavement and STA 10+00 reveal stone or asphalt pavement depth is
505 less than required by VDOT pavement design manual, based on ADT,
2. Should the existing stone base or asphalt depths be less than design
section depths then updated design shall be used to analyze if any
500 existing base or sub base material may be used in the final pavement
design.
Additionally the road plan bond is avaiable to make any improvements
495 required to meet Lios Lane typical section 6+85 to 10+00.
3. Albemarle County will compare core samples against design as a
,prerequisite for private street acceptance. The existing section from
490 6+85 to 10+00 will meet, at a minimum, pavement design section stone
and asphalt depth.
485 5' 24' Travelway 2.5'
480 WATERLINE "B" PROFILE > dew 0.5 , 2 5" IM 25.OA
HORIZ. SCALE: 1"=30' 2.0" SM 9.5A
VERT. SCALE: I"=10'
2% SLOPE (-(-,-6
CC 2
475 [1 " Igg
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50 10+00 11+00 12+00 13+00
Ify A I rJELI IN h a rnur 1iJrJ
HORIZ, SCALE: 1"=30'
VERT. SCALE: I"=10'
515
510
505
500
A Q I':-)
490
485
480
J '*-,-COMPACTED REFER TO PLAN FOR
6" VDOT 21A SUBGRADE
95% COMPACTED PARKING/TRAVELWAY
NOTES: LOCATIONS AND DIMENSIONS
1. See SITE PLAN FOR parking and sidewalk locations.
2. Proposed section as shown is preliminary. Contractor
to perform CBR tests to determine final pavement
section.
TYPICAL SECTION FOR LOIS LANE PARKING AREAS STA 6+85 TO 10+00
SPEED LIMIT ON LOIS AND LANDON LANE SHALL BE 15 MPH
Access Management Design Standards for Entrances and Intersections 55
I
100
1UL1 OTH TURN LANE AND TAPER
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PHY APPROACH TOTAL, VEHICLE$ PER HOUR
A ro riate Radius required at all Intersections and Entrances (Commercial or Private).
LEGEND
PHV - Peak Hour Volume (also Design Hourly Volume equivalent)
Adiustment for Right Turns
For posted speeds at or under 45 mph, PHV right turns > 40, and
PHV total < 300.
Adjusted right turns = PHV Right Turns - 20
If PHV is not known use formula: PHV = ADT x K x D
K = the percent of AADT occurring in the peak hour
D = the percent of traffic in the peak direction of flow
Note: An average of 11 % for K x D will suffice.
FIGURE 3-23 GUIDELINES FOR RIGHT TURN TREATMENT (2-LANE HIGHWAY)
AADT-z3100
PHV �- 3100 - it'
NOTE: NO RIGHT TURN LANE REQUIRED
510
505
500
495
490
485
480
510
505 LOIS LANE PROFILE
(PRIVATELY OWNED
500 AND MAINTAINED)
HORIZ. SCALE: I"=30'
VERT. SCALE: I"=10'
LOIS LANE POSTED SPEED LIMIT 15 MPH
485 0,P P-le
480
475 Dustin E. Greene
Uc. No.
55833
0
11/18/20
470 ZONAL 1#
465
n
i i H kki 1 -.1-1 .1, 1. 1 1 1 1 1--lid kkktlid 1, kid ii i.i: 1-i'l, H+fiki H
71 �j, LEFT TURNING VC-LIJUE fVPH�
F,19W39..3-a WARRANTS FQR LEFT TURN STQRAIGE LANES ON,17QUIR-LANIE
"IqHWAYS
Figure -3-3 was derivedikorn,Kqhri, YR6search�nepoftli
-0ppq�[ngyqIume,bnd left Wming Volume -in �IpNlqles� kT hour (YPH)� ate uso Tor leR
t
-ne, . p
FO r plar.1 I detail en 0. s . ee I DOT-,
requifOn ti w4e� 66 arli utt' V s�Road,
' L . L 9 eF,,re Q§e
si4'n-'Manibia4,:S,kti0JI 4L;`� 66 the �DOF-WeUsil6-
lldfi �iftjO aoto 05'117e.,IMoi es�td�� 7 idiii aip-
Left-,tum lages,*�4", I Ic volumes
a,so be, established on two4ane h ghways wfiere 4ram
are, high efiough'fo. vmrranCthe�rn ,
NOTE: LEFT TURN LANE IS REQUIRED. 100' MINIMUM STORAGE
DUE TO 35 MPH SPEED LIMIT.
ADT FOR TRIPS PER DAY (LOIS
683 TRIPS/DAY PER TURN LANE
WARRANT ANALYSIS
TRIPS PER DAY (LOIS LANE)
10+00 TO 14+64
244 TRIPS/DAY
LANE) 6+85 TO 10+00
TRIPS PER DAY (LANDON LANE)
183 TRIPS/DAY
LAND USE CODE
230
710
630
LAND USE CODE
230
710
630
TIMBERWOOD DRIVE TURN LANE WARRANT ANALYSIS
LAND USE T X R 2
RESIDENTIAL CON DOMIN I UM/TOWN HOUSE TRIPS TOWNHOMES 0.83
GENERAL OFFICE BUILDING TRIPS 1000'GROSS SF 0.80
EXISTING MEDICAL OFFICE BUILDING TRIPS 1OOO'GROSS SF 0.90
LAND USE T X R2
RESIDENTIAL CON DOMIN I UM/TOWN HOUSE TRIPS TOWNHOMES 0.80
GENERAL OFFICE BUILDING TRIPS 1000' GROSS SF 0.83
EXISTING MEDICAL OFFICE BUILDING TRIPS 1000' GROSS SF
TIME OF DAY
TRIPS/DAY
RIGHTTURNS
WEEKDAY
244
5
WEEKDAY
146
5
WEEKDAY
293
8
TIME OF DAY
LEFT TURNS
PEAK HOUR
20
PEAK HOUR
19
PEAK HOUR
32
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REVISIONS
Al COUNTY
COMMENTS
1/18/19
A2 COUNTY
COMMENTS
4/22/19
A COUNTY
COMMENTS
12/06/19
A4 COUNTY
COMMENTS
7/23/20
NOV 30, 2018
SCALE
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FILE NUMBER
13.0124
SHEET
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1
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10= 17.85c \ 55 No.
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COLEMAN, INC.
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DA-OVERLAND
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REVISIONS
COUNTY
COMMENTS
2/15/19
COUNTY
COMMENTS
4/22/19
COUNTY
COMMENTS
12/06/19
COUNTY
COMMENTS
7/23/20
DATE
NOV 30, 2018
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FILE
NUMBER
13.0124
SHEET
17of20
VL- 12r12-/zd
SEWER SERVICE LATERAL CONNECTION NOTES : I
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE FRAME & COVER _j
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE NTH PART V, SECTION 0 OF THESE SPECIFICATIONS. (SEE FIG. S-I-D,E)
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED (4) 1" (25mm) DIA HOLES
TO THE MANHOLE. 4 '4 -4 ON 32 3/4" (834mm) DIA STREET SURFACE OR
2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE BOLT CIRCLE. 2" (51mm) LETTERS NON -PAVED AREA
BY "SEALTITE", (RECESSED FLUSH)
CONNECTED USING A PIPE SADDLE AS MANUFACTURED 0 0
OR AN APPROVED EQUAL. SET DOGHOUSE BASE EXISTING SANITARY SLOPED AREA 3000 PSI CONIC. BASE
ON CONCRETE BLOCKS SEWER PIPE
[25mm]
3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" East Jon Iron
PER FOOT DOGHOUSE OPENING SHALL MIN. 12" CLEARANCE
BE PREFORM 4 : . , . 1 .1 - BENCH SLOPED TO FLOW
ED BY BETWEEN EXISTING PIPE Works 001 4316 1 '-0" MAX
CHA
--LA MANUFACTURER OR AND STONE BEDDING (2) CLOSED NNEL 1/4" 1' MIN
4.ALL SEWER LATERALS SHALL HAVE A MINIMUM
HICKH
SAW CUT T FIT PIPE OLES 2'- 0
DIAMETER OF 4". 2' MIN OUTSIDE DIAMATER
PLUS 6".
5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 12" THICK VDOT [38mm] WEDG-LOK TYPE
OF 3 FEET. No. 68 STONE BEDDING RUBBER COATED STEEL A
fe 8"x8"x16" AND 4"x8'xI6" -1
STEPS OR APPROVED
SOLID CONCRETE BLOCKS EQ 3'-0" MIN BRANCH
CENTER W/RISER UAL CAST IN PLACE 111 0
SALT WALL (4 EACH) DOGHOUSE MANHOLE BASE _T 12
TREATED PRECAST REINFORCED Jr
FINISHED GROUND 2 x 4 FILL DOGHOUSE OPENING 0 0 CONCRETE SECTIONS 1 �2 IN
MARKER MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE "0" RING SEALS 16" MAX
BE CONSTRUCTED AS SHOWN WITH 3,000 PSI CONCRETE (2) CORED
ON FIGURE S-1-A OR NON -SHRINKING GROUT PICKBARS MINIMUM ELEVATION zA 2"
1 1/8" (29mm) DIA BOSS DIFFERENCE ACROSS M.H. 5" 4'- 0
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
ALLOW CONCRETE 1 1/2"
TO F�OW A MIN. WRAP EXISTING PIPE WITH 27 1/2" DIA [38MM] CONCRETE VARIES
11-01 BEYOND BASE NEOPRENE GASKET MATERIAL [699mm] DEPTH OF FLOW _tFILLETS
OF STRUCTURE BEFORE FILLING THE OPENING 7" CHANNEL TO BE
NEOPRENE SECURED BY 2 NON- [667mm] [178mm] 1 1/2" 3/4 DIAMETER OF FLEXIBLE CONNECTIO
CORROSIVE STRAPS, 1 ON F 26" DIA
Li EACH SIDE OF OPENING [38mm] CONTRIBUTING ALL CONNECTIONS TO
MAIN LINE PLUG END OF 26 1/4- DIA -4 N 1 I= N NOTE:
SERVICE LATERAL KZ11 [660mm 3 1/8., SEWER. A. WITH STAINLESS STEEL SHALL
SECTION 24" DIA 1/4" (6mm) DIA T 12" BAND EXISTING MANHOLES
NEOPRENE GASKET F [79mm] 4'
12" MIN. CAST -IN PLACE
45*0'0" 3,000 PSI CONCRETE BASE [606mmT- A FILLETED INVERT FOR A SMOOTH Ld BE CORED AND A FLEXIBLE
TRANSITION OF FLOW BETWEEN CONNECTION BOOT
FOUNDATION SECTION VIEW.
28 7/16- DI 5/8" INLET & OUTLET PIPE SHALL BE INSTALLED
NOTES: L722mmj 116mml 23- DIA� PROVIDED. MIN. 6" BEDDING 0
36" DIA 25" DIA NOTE W/ NO. 68 STONE
1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW - [914mmT- [635mm] :H ojp
O.D. OF GASKET GROOVE ple
FLOW TO THE EXISTING PIPE. FRAME SECTION 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. SECTION SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 'pip
3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" 111A
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 'A
IN 7LINEWYE-TEE OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE IPA
_T BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN EXTENDED OR NON -EXTENDED BASES. 0 11P.
PLAN ACCORDANCE WITH THESE SPECIFICATIONS. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
op
SA
TR
2
-17
74.
N C RETE
LETS
4
SMOO
S1 HAT H
04 0 rO- ji�f
INSIDE AND OUT. (DusMtin E. Greene
VARIES U�
Uc. No.
a 'I
V6
*0
SANITARY SEWER SERVICE LATERAL DETAIL- DOGHOUSE" MANHOLE DETAIL= MANHOLE FRAME AND COVER DETAIL MANHOLE WITH BRANCH TIE-IN DETAIL ZONAL
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
rREMA,N,NG BACKF,LL SHALL
NOT CONTAIN ROCK MATERIAL
36"MIN
LARGER THAN 5" IN ANY
DIMENSION
24"MII\
INTIAL BACKFILL*
8"MIN
(6" LIFTS)
EMBEDMENT
THOROUGHLY COMPACTED
SPRING LINE
BY HAND OR APPROVED
OF PIPE
MECHANICAL TAMPER
HAUNCHING
NO. 68 STONE
BEDDING 6" ma x
4" min
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
(ALL PIPE)
NOTE
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'
CG-12
GENERAL NOTES:
1.
THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
2,
DETECTABLE WARNING To BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST)
WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE
RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN
TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE
WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
TYPE A
3,
SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
PERPENDICULAR
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
4,
IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
MIN
6.
REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED VCENTER TO CENTER ALONG
BOTH SIDES OF TH� RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
12:1
CONCRETE COVER 172".
-M.V
------
6.
CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER.
TYPE B
7.
CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
PARALLEL
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES,FIRE
VAX
HYDRANTS.DROP INLETS,ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS
UNOBSTRUCTED. STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED
5 1 )K)K
AND USED BY PEDESTRIANS.
8.
RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT
MxN,
AT )K 2" HIGHER THAN
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
EDGE OF PAVEMENT
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PERPENDICULAR TO THE CURB.
AT )K)K , SAME AS TOP OF CURB
9.
TYPI� CONCRETE SIDE IGLK VfHE THE ENTRA EVRADII CANNOT
T*
IS 4 I�N NEA
Acco
TYPE C
ODATE THE Tt R I I� REOSETE OF 'PATED H Y TRUCK
rjI
TRAFFIC. REFER TO ST DARD co-13, cIERCIAL TEIRRA E (HEAVY
E NC
PARALLEL & PERPENDICULAR
TRUCK TRAFFIC) FOR CONCRETE DEPTH.
10.
WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH
1.6" - 2 4"
* TRUNCATED DOME
C-C 0 0 01
0 0 0 0 0 0 0 0 0 0 0 a
0 0 0 0 0 0 0 0 0 0 0 0 0 a T
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 =
C4 Cj
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w
i4
IR
5
0 0 0 0 0 01
0.2" 50/ 65Y OF BASE DIAMETER
-
0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q
1
fUF' DIAMETER
0 0 0 0 0 0 0 0 0 a 0 0 0 0 0
0.9" - 1.4"
BASE DIAME
VARIABLE
4'MINIMU .
PAY LIMITS
TRUNCATED DOME
DETECTABLE WARNING
DETAJL
DETAIL
SHEET 1 OF 4
CG-12 DETECTABLE
WARNING
SURFACE
SPECIMATION
FUERENCE
105
GENERAL NOTES
REV. 7/06
502
203.05
VIRGINIA DEPARTMENT OF TRANSPORTATION
CG-2
NO I LS:
1. THS ITEM MAY BF PNECAS1 OR CAST IN PLACE.
2.00NCRET� TO BE CLASS A3 IF CAST IN PIA'F,
,1000 PSI if PRECAS-,
j, ('UR3 t AVING A RACIJS OF 300 FL__ OR LESS (ALONG
�ACE jF CURB) WILL BE PAD FOR AS RADIAL CURB.
4. THE DEPTH 'OF C�RB MAY BE REDUCED AS MUCH AS 3"
(15" DEPT-]) OR INCREASED AS MJCH A5 .3' (21' DEP-H)
N ORDFR TIIA: ![IF HO � IOM OF CORE W11 I COiNCiDi
WHH THE TOP OF A COJRSE OF THE PAVEVEN, SUBS-RJCTUR-
OTHER'MSE THE DEPTH IS TO BE 18" AS S�OWN- No hDJUS-ME0
N IH, PRICE BID �S 10 3� MADE FOR A UECREASE OR AN
NC FASF IN DFPTH.
I
4" 2" R 5.CC-2 S 10 BE JS-D ON ROADWA'S MLLIIN*�; HIL
REQUIREMENTS FOR C' 6 AS 5HOWN IN
APPENDIX A C� Td,- VDOT ROAD DESIGN MANUAL.
,>7 27�\�,//,�
N
N
N
,1 13
SIJR1- ACE
SEE
NOTE 4 N
N- 4 []AS[
\ L111-1
SUBBASE
6
1"21 RADUS
1
71/,2" N
S 7JR�,
MAX.
EASE
_67
2 ,
ACC�-PrABLE ALIERNAHVE
I Ir CURB IS EXFRUDED
R R,
E�E STANDARD 6'' CURB
F105 R�V. 9106
502 VIRGINIA DEPARTMENT OF TRANSPORTATION r _90101
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
J. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
BE PAID FOR AS RADIAL COMBINATION CURB &
GUTTER,
4. FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER. THE BOTTOM OF THE CURB
AND GUTTER SHALL BE CONSTRUCTED PARALLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF
CG-6 15 BASED ON ROADWAY CLASSIFICATION
AND DESIGN SPEED AS SHOWN IN APPENDIX A
2" R
OF THE VDOT ROAD DESIGN MANUAL.
6"
T'
-
- - - - -
- -
- -- -THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
6"
2--0"
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7"
IS MAINTAINED.
THIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
SPECIFICATION
REFERENCE
COMBINATION
6" CURB
&
GUTTER
105
REV. 9/06
502
VIRGINIA DEPARTMENT
OF TRANSPORTATION
201.03
SANITARY SEWER INSTALLATION DETAIL CG-12 DETAIL CG-2 DETAIL CG-6 DETAIL
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
NOTE:
ALL DETAILS APPLY TO A DETACHED OR ATTACHED NYLOPLAST DRAIN BASIN WITH DOME GRATE
DUMPSTER ENCLOSURE. GENERAL CONTRACTOR TO
4I.PIV-0. SCREW, CAP VERIFY w/ CIVIL AND ARCHITECTURAL PLAN FOR SPEED TABLE PROFILE
ON GRAM EXACT LOCATION OF DUMPSTER ENCLOSURE. 60, 5.0, (1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN 0.0,
w P,V.C. NONPERFCRATED ---FIELD BRICK HARMAR
STANORPE, #b27 I- I-WASHINGTON
I f , < - - - - - - 12'-0" MIN. ANTIQUE S.B. FLASHED
I ]xxfll
PAD LOCKS IPE BURIAL
Standard Co nty Mill and remove pavement min 2" DEP I H PER PIPE (5) ADAPTER ANGLES VARIABLE
E OF If` Curb SL Gutter prior to installing speed table (3) VARIABLE INVERT HEIGHTS MANUFACTURER 0'- 360'ACCORDING TO PLANS
'OR E [VAL T 12. Oil Taper AVAILABLE (ACCORDING TO RECOMMENDATION
NNEOT UNO 0 PLANS/TAKE OFF) (MIN. MANUFACTURING
UTOSTANDPlIPE MODIFIED CG-12 WITH CG-2 REQ. SAME AS MIN. SUMP)
WATERTIGHTCAIR
ONT5RIMINAL,END ELEVA10
OF PIPE 2.5- CROSSWAIX
SCH. 40 GALV. FENCE XM
_0 POST AND GATE w/
"BEIGE" TREX
P) VARIABLE SUMP DEPTH
PERFORAT ZTF-_ =I- __ORDINGTO PLANS
-C 7) WOOD -POLYMER It F_ (4) VARIOUS TYPES OF INLET & OUTLET ADAPTE�RS MIN. ON 8" - 24", 10I'MIN. ON 30"
LUMBER SLATS TO AVAILABLE: 4'-39'FOR CORRUGATED HE PE (6'
MATCH BUILDING. (ADS N-12JHANCOR DUAL WALL, ADS/HANC BASED ON MANUFACTURING REQ.)
PROVIDE GATE LOCKING SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR35),
PINS AND PIN Approach Ramp Dimensions PVC DWV (EX: SCH 40), PVC C900IC905,
RETAINERS w/ x x (11) Xj(�) y (In) CORRUGATED & RIBBED PVC
DETWL: W P,V-0 CLEANOUT PROVISIONS FOR PAD --0.293"-" WATERTIGHTJOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
NT8 LOCK. (CORRUGATED HDPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 11
2 4-8" - 30--'1 MATERIAL AS DEFINED IN ASTM D2321. BEDDING& BACKFILL FOR
3 0.225 SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
y F _4 0.171 2.05 UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
0.1(14
J- EE
WIDTH VARIES 0 1 2 3 4 5 6 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PERASTM A536
-4,000 PSI Concrete at 28 Days POURED CONCRETE GRADE 70-50-05.
FOOTING @ POSTS 2 - 8"& 10 DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE
OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.
4
LOCKING PIN RETAINER
6" APPROACH KAMP PROFILE 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DRAWN BY EBC MATERIAL 3130 VERONA AVE
DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84' DUE TO SHIPPING
NOTES: RESTRICTIONS. SEE DRAWING NO. 7001-110-1 BUFORD, CA 30518
SEE STRUCT. DWGS PHN (7
1. DUMPSTER WALLS TO BE 9'-0" HIGH. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO DATE 3-25-N 70) 932-244:
STM D3212 FOR CORRUGATED HOPE (ADS N-121HANCCR DUAL WALL), FAX (770) 932-249(
FOR FOOTING INFO A Nywolas
2. PROVIDE CONIC. PAD, MALLEABLE STEEL CENTER STOP/HOLD, AND SLEEVES FOR N-12HP,&PVCSEWER(4'-24"). RE00 BY EBC PROJECT NO./NAME www.n�oplust-usxori
THE GALV. LOCKING PINS IN THE OPEN AND CLOSED POSITION. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360*. TODETERMINE TITLE
COMPACTED SUBGRADE #4 @ 12" 3. PROVIDE 6" DIA. PROTECTIVE STEEL BOLLARDS FILLED W/ CONC. AND PROVIDE MINIM M ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. DATE 2-25-1 DRAIN BASIN WITH DOME GRATE
4" VDOT 21A 95% COMPACTED EACH WAY 4. CONIC. DOME TYP. SEE PLANS FOR LOCATIONS. PAINT SAFETY YELLOW. 6 - &'- 3VDOME GRATES HAVE NO LOAD RATING. QUICK SPEC INSTALLATION DETAIL
ELEVATED PEDESTRIAN CROSSWALK MOD CG-1?j DING SIZE A SCA 1:40 SHEET I OF 1 DING NO. 7001-110-397 REV B
5. FINISH TO MATCH BUILDING. -A
TYPICAL PAVING SECTION BRICK DUMPSTER ENCLOSURE Not To Scale NYLOPLAST YARD DRAIN DETAILS -
NOT TO SCALE Not To Scale
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REVISIONS
COUNTY
COMMENTS
1/18/19
A
COUNTY
COMMENTS
4/22/19
//3\
COUNTY
COMMENTS
12/06/19
COUNTY
COMMENTS
7/23/20
DATE
NOV 30, 2018
SCALE
AS SHOWN
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FILE NUMBER
13.0124
SHEET
18 of 20
. //,- / 949
V t- - -
CG_ll NOTE: HYDRANT MUST BE COVER LIFT NOTCH
KENNEDY GUARDIAN (K-81A) EQUIPPED WITH CHARLOTTES- 011 14 1/2"
MUELLER CENTURION (A-423 VILLE THREADS WHICH IS
OR APPROVED EQUAL THE LOCAL STANDARD. 12 3/8" VAIRIM' VALW, 13OX
A �j - I
xx STREET APPROACH SAME SURFACING GENERAL NOTES .0 12 1/2"
LU Al 4 01A�iETFR' B,RANPH
(RADIUS TO BE AS Q I AS MAINLINE ROADWAY (SEE NOTE 6)
SHOWN ON PLANS) C LENGTH OF BRANCH VARIES
cn C 1. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE AND. Vkvt
6
- - - - - - (RADIUS TO BE AS AASHTO POLICY AND THE APPLICABLE REQUIREMENTS
RADIAL COMBINATION SHOWN ON PLANS) OF THE VDOT ROAD DESIGN MANUAL, INCLUDING SIGHT TO 10'
1 1 j CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH MIN (7 2'
CURB AND GUIl DISTANCE REQUIREMENTS. PLUG
CG_6 NOTE 7) 2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE WATER NARIE�5
TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
U
IRADIUS 'TO BE AS
C 11131 ATION SHOWN ON PLANS
G TTER
N TE 7)
0
TRAFFIC. THE DEPTH FOR SIDEWALK & CURB RAMPS
LVE BOX
w WTHIN THE LIMITS OF THE RADIISHOULD BE
SIDEWALK I m 7 C U. FT. 18"
(SEE NOTE 2) PTIO X INCREASED TO 7".
�6- OPTION& 6"
LOW L
FLOW LIN�E #68 STON
3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 L1�2114
OR CG-7. THE CURB FACE ON THIS STANDARD IS TO CAST IRON LID
EXPANSION EXPANSION BE ADJUSTED TO MATCH THE MOUNTABLE CURB
JOINT JOINT CONFIGURATION. 18" METER BOX 'WATER MAI 'IT H
'270*
7 CU. FT.
# 68 STONE RESTRAINED j TTIN'
1 4. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE MIS 9s,
NOTE: WIDTH 118.1 2'-0" OR AS MAINLINE ROADWAY USED WITH THIS STANDARD. 6" CATE
1 3 IN v VALVE
A 6"MIN
5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A
PLAN VIEW PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. j j �8" X 6"
ENTRANCE NOTES TEE TY PE "Vogt)
MAINLINE ROADWAY SLOPE 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW
10'PARABOLIC CURVE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS 2500 P.S.I. CONCRETE
THE ENTRANCE.
8 X MAX. BASE AND THRUST ;-,.g,
EDGE OF SHOULDER OR
OPTIONAL FLOW LINE- SLOPE CHANCE 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE BLOCK AGAINST
R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION
REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE UNDISTURBED STABLE
_ADED COU - P ' LING
MAINLINE ROADWAY 8Z MAX. D OMITTED IN THE ENTRANCE.) SOIL. _8RA5S-
8. RADIAL CURB OR COMBINATION CURB AND GUTTER STEEL PILE
SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE
EXCEPT FOR REPLACEMENT PURPOSES. 3/4" THREADED RODS TO 181) L09kjGATF ALL..-Mk�-At)'�
9. THE DESIRA13LE AND MAXIMUM ENTRANCE GRADE CHANGES WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS.
WMINIMUM FOR THRUST t3WqK SEE! F 7)
5'MIN.-J COMMERCIAL ENTRANCE "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED
TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET
CONNECTIONS. THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED 6" EXTENSION
CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE.
,LVE
THREADED RODS IN ADDITION TO POURING
SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES CONCRETE. IF NECESSARY, A STEEL PILE
B
ENTRANCE VOLUME
GRADE CHANGE
"D"
SHALL BE USt_U A�3 AUUIIIUN/-\L �Urrum
NOTE
11 At Akl� IZ��n �Mr_17 r�E_ Onhlr�E)E_=
v
IPE SLOT BROOKS
ZZr(p2 PLACES) 2200 SERIES
9_� F]PE 1 $�Opw
TO ",-DRAIN, 1 , IF
ARIF 27 BRA&S PIPE
DESIRABLE
MAXIMUM
HIGH
I MORE THAN 1500 VPD
ox
3 x
MEDIUM
500-1500 VPD
:5 3 7
6y
LOW
LESS THAN 500 VPID
I �5 6;y
8%
-w- 71-1 1. �)UMMUUNU "Illlr nULr_3 VVIIFI �12NAVLL ANU r\L-L-r- i i\L-L- \A
CLASS A3 NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT
(H.E.S.) LE TO STREET CONNECTIONS THREA
CONCRETE APPLICAB 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT WATER" 114 RAND VAILVIE
( INCLUDING DITCHES ) 5/8"-l" METERS) ARE"§AME .,SIZE PLUG,
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
SECTION C-C VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. NOTES: DEA , 0 ENO
IT IS NOT ALLOWED IN THE DITCH. (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH (-rYPE
SPECIFICATION 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
REFERENCE METHOD OF TREATMENT- HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF 6" EXTENSION OR APPROVED EQUAL.
CONNECTION FOR STREET INTERSECTIONS REV 8/07 REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B T`e'PIC`AL BLOW_�OFF ASSEMBLY�
502 AND COMMERCIAL ENTRANCES E 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24".
VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. OR APPROVED EQUAL. US Nis I
(3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
CG-11 ENTRANCE DETAIL TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL METER BOX- TYPICAL BLOW -OFF ASSEMBLY -
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
IIIII:Ufu 0j?
1� COMPRESSION x MALE PIPE COUPLING 40
OR APPROVED EQUAL
45* 0
Q)
MOX V TYPE 'K"
2 SOFT COPPER FOR USE ON ATTACHED SINGLE FAMJILY Dustin E. Greene
Al RESIDENTIAL SERVICES -OR DUAL RESIDENTIAL
AND IRRIGATION SMVICES. Uc. No.
V' I"xl'xl' TEE &%33
0 11/18/20
t> 45* 'V810NAL
\,lm �cl X max --- A= (D 0 PLACE 5' GALVANIZED WITNESS POST WITH
-q . PLUG NOTE.
4. 4 t> NO SWEATED F17TINCS 2� CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
K_ 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
_j DUAL SERVICE , I TO HIGHWAY DEPARTMENT APPROVAL. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
FL
2
l' COMPRESSION x 3/4� MALE PIPE C0UFfJNQ
OR APPROVED EQUAL
-I' rt?E 'K' FINISHED GRADE
SOFT COPPER
0 QD) 13 FOR USE ON DETACHED SINGLE FAMILY 24" IN
REST . DENTIAL SERVICE MERE AN I RRIGA-11ON 11 INITIAL BACKFILL
FOR TEE OR WYE FITTINGS 8" 8
FOR ALL BENDS METER IS NOT PROVIIIED� MIN MIN. MIN mill.
WIDEN TRENCH TO
SINGLE SERVICE 0 6" BEDDING
ACCOMMODATE
NO
71� "erg I) Ile
ANCHOR IF SADDLES SHALL BE USED ON PVC PIPE, ADJUSTABLE VALVE BOX W/ LID #68 STONE
0 REQUIRED. I \�N QAST IRON LID BINGHAM & TAYLOR FIG. NO. 4905
M F FINISHED MADE (SCREW TYPE) OR APPROVED EQUAL STABLE SOIL ROCK
BEDDING AS -4
REQUIRED SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
NLEf c\j STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
LOCKUNG M�TEIz
BALL Box
30' MIN. UU lut) COPPERSEW
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
PLUG 1/8 BEND COUPLING #68 STONE.
(0
45'-
MIN MIN METER
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
ON BRjCK AS
NECESSARY
T T
STOP
SECTION 1 -1 SECTION 2-2
M.J. GATE VALVE
SAND OR DUST UNDER AAMETER DRAW PIPE, 11-
13PX AND SETTER (�-INCH LON11 STONE POCKET, VOUT
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
BEND
L
H
T
L
H
T
90
2.50
2.50
3.01
0.24
4" & 6
45
2.00
2.25
2.60
0.15
2.00
2.25
2.50
0.15
22 1/2
1.50
2.00
2.52
0.10
11 1/4
1.50 1
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
45
2.66
2.66
2.77
0.26
81,
22 1/2
1.66
2.16
2.69
0.13
3.16
2.91
2.66
0.32
11 1/4
1.66
2.16
2.67
0.13
90
4.83
3.83
3.42
0.83
10" & 12
45
3.33
3.58
2.95
0.43
3.83
4.00
2.83
0.52
22 1/2
2.33
2.58
2.86
0.24
11 1/4
1.83
2.33
2.84
0.18
MINIMUM THICKNFSS)
TYPICAL SERVICE LATERAL INSTALLATION
4'Mll INITIAL BACKFILL 4 Mllr
(5/8" & 1" METERS)
UNSTABLE 8 8 8 8"
MIN. m I MIN,
SOIL- MIN.�� #68 STONE
NTS
FIG. W-6A
WATER LINE
�__GRANULAR FILL AS
APPROVED BY ACSA
VAN, WIM I 01ME!' ?'
ZS ROC'K�
TD-10
STABLE S011 OR RO T A B'_'E SOIL OR
2500 P.S.I.
NOTE
CONCRETE 4 2'x 2' BEARING AREA.
THRUST BLOCK
l.NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
TYPICAL SERVICE LATERAL INSTALLATION.
ABOVE THE INITIAL BACKFILL.
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
SIZE OF
NOT TO SCALE
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.
IN ALL CASES.
WIDTH VARIES
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE
SI Concr�
4,000 P e e
5. BELL HOLES SHALL BE DUG OUT
ALL THRUST BLOCKS.
6
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
10
DUCTILE IRON WATER PIPE
I
TYPICAL GATE VALVE-
INSTALLATION & BEDDING
COMPACTED SU BGRADE #4 @ 12"
CONCRETE THRUST BLOCK DETAIL
6" VDOT 21AJ 95% COMPACTED EACH WAY
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
CONCRETE PAD DUMPSTER DETAIL
ALL DETAILS APPLY TO A DETACHED OR ATTACHED
� ENCLOSURE. GENERAL CONTRACTOR TO
WTER
I w/ CIVIL AND ARCHITECTURAL PLAN FOR
EXACT LOCATION OF DUMPSTER ENCLOSURE.
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REVISIONS
COUNTY
COMMENTS
1/18/19
A2 COUNTY
COMMENTS
4/22/19
A COUNTY
COMMENTS
12/06/19
COUNTY
COMMENTS
7/23/20
DATE
NOV 30, 2018
SCALE
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FILE NUMBER
13.0124
SHEET
19of 20
IVA
CONTRACTORS RECORD DRAWING REQUIREMENTS:
Access Management Design Standards for Entrances and Intersections 55
120
CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES
SUBSTITU TIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED
100
. .. . FULL
-WIDTH TURN LANE ANI
WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM
OF 'REDLINES". 'REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS U.,SING RED
80
COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION.
ul
PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE
OWNER WITH AN UP -TO-DATE CONTRACTOR'S RECORD DRAWING SPECIFICALLY, THIS SET OF
60
-
PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION� DRAWINGS, SHALL BEAR
THE 'REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR
X
S2 40
-
SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW:
x
NO TURNLAN�SU,JE"
REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED
20
— _.J_OR
TA PERSW
- ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING, INCLUDING
CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION
- CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET
100 200 300 400 4111% Soo 600 700
PHV APPROACH TOTAL. VEHICLES PER HOUR
HAS NOT BEEN CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY 'NO
Appropriate Radius required at all Intersections and Entrances (Commercial or Private),
CHANGES'
LEGEND
PHV - Peak Hour Volume (also Design Hourly Volume equivalent)
- IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT 'REVISED'
Adjustment for Right Turns
- USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF
For posted speeds at or under 45 mph, PHV right turns -, 40, and
REFERENCING CHANGE ORDER NUMBERS OR RELATED DOCUMENTS
PW total < 300.
Adjusted right turns = PHV Right Turns - 20
- USE CLEAR LETTERING
if PHV is not known use formula: PHV = ADT x K x D
- NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR EXL1 THROUGH THEM. IF THERE IS NO
K = the pefcent of AADT occurring in the peak hour
ROOM FOR THE NEW VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE.
D = the percent of traffic in the peak direction of flow
Note: An average of 11% for K x D will suffice.
- PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING IBUT NOT
FIGURE 3-23 GUIDELINES FOR RIGHT TURN TREATMENT (2-LANE HIGHWAY)
LIMITED TO FABRICATION, ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION,
AADT - 3100
ADDITIONS, RELOCATIONS, SUBSTITUTIONS, ETC
PHV 3,100. Iv 1. 14`11, \j1,W- 6# S/H,
- BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION,
DEPTH, AND MATERIAL USED (EXAMPLE: SEWER LATERALS)
NOTE: NO RIGHT TURN LANE REQUIRED
- PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS
- CROSS OUT ANY PLAN REFERENCE TO LAPPROVED EQUALO AND REPLACE WITH ANY SPECIFIC
INFORMATION OF VARIANCE USED DURING THE CONSTRUCTION PROCESS
- ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED
INFORMATION ON PIPING UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED.
- RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS
FOUND IN THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS,
ETC.
- ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE
CONTRACTOR'S RECORD DRAWING
- CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS
CERTIFICATION STATEMENT:
f.-.77-7.7-77-771
WP-2 AREA ...........
THIS HAND —MARKED SET OF DRAWINGS HAS BEEN DREDLINEDE1 TO PROVIDE ACCURATE DETAILED
RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM
NOT EREDLINEDD ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO
BE OCONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWNo.
G20-2
J �70
NAME
a
ru C111
U C: 1:0
0 CM
c C_ _1
(U U)
a -
(a U)
C]-
X CD.
LIJ
TITLE
DATE
GENERAL NOTES,
1. TEMPORARY LANE WIDTHS SHALL NOT BE LESS THAN 10 FEET.
2. TIMBERWOOD BLVD TO REMAIN OPEN THROUGHOUT THE ENTIRETY OF THE
PROJECT.
3. MEASURES SHALL BE TAKEN TO ENSURE ADEQUATE SIGHT DISTANCES DURING
CONSTRUCTION OPERATIONS. TRAFFIC CONTROL DEVICES, SIGNS, CONSTRUCTION
EQUIPMENT, MATERIAL STORAGE OR ANY OTHER OBSTACLE WILL NOT BE ALLOWED
TO INTERFERE WITH SIGHT DISTANCES AT ENTRANCES FOR THIS PROJECT.
4. EQUIPMENT AND/OR MATERIALS SHALL NOT BE STORED WITHIN THE ESTABLISHED
CLEAR ZONE OF EITHER LANES.
5. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE 2011 EDITION,
REVISION 1 - APRIL 1, 2015 VIRGINIA WORK AREA PROTECTION MANUAL.
6. ALL CONFLICTING PAVEMENT MARKINGS AND RAISED SNOWPLOWABLE PAVEMENT
MARKERS SHALL BE COVERED USING CONSTRUCTION PAVEMENT MARKING TYPE E 6.
7. CONTRACTOR TO MAINTAIN TRAFFIC CONTROL IN PLACE DURING CONSTRUCTION
SUBJECT TO FINAL REVIEW AND ADJUSTMENT AS NECESSARY BY VDOT.
8. ALL TEMPORARY TRAFFIC CONTROL SIGNAGE TO BE INSTALLED IN ACCORDANCE
WITH MUTCD, LATEST EDITION.
9. TIMBERWOOD BOULEVARD NORTH BOUND TWO LANES TO BE USED FOR THROUGH
TRAFFIC DURING STRIPING AND MILLING.
op
Dustin E. Greene
Uc. No.
1z*V6 55833
11/18/90
t4010XAL O!I�
Eat OR:
SELECT MAT AL i!
$TAUK& SU84�RAQE UENT
WF
PAVEMENT
ACGRE010Eo'06,
MATEO SPECIFIED
�GGREPATE DR CRQ.$HE0
151A
�Tlll
MEN11%
aq E
0.4�7 �COEQATC, 0 4,AOCREGATE
SELECT,,MATERIAI., OR
V 'PIPE,
'(EDGE
Of ED SHOULOERF I
PAVED 2SHOULDER SECTION
CVRB
AND GUTTER
SECTION
UP TO ELBOW
TRENCH Will TH AOGREGAtE-
SUBOANSE MATER) roftiVEMEOT
PIPE'15 PERFQFIAT.�D,
45* tLOOW
(;ONWCTX)N
SUB
45* ELBOW
,ATE. 48. AbbiikGgE�
PAY LNU F
OR (;R03KO GLASS
- . i
(3UIL C
IET F
�15 QR.A0AJ4N RE QtfflFM.ENTS,.
BEGIN WITH 45#
BID
EL W
6" PIK,-
X SELECT 4AJERtAL OR,
STABILIZED, SUBGRADE,
MATERIAL lf:� SPEWIED
WjTH[QUT PAVED
�$HOQLDER
f &P, IG: k)
PLAN V18W �.OUTLET
PIPE-. AT FILL
NOTE, S:
LONGITUDINAL PERNRAT0 PIPE
I_ WMN TH E, LONO�UQINAL PIP �4TJi� I Q�i` (DRO r A�14
I I E: LONNECIS DIKO'LY INIO A'ORANACC 04C
bd� -09OV— A P lNLE , M OLE� eq'r)x
'OF PIPE
),kw T�
1w, kdmNAL DAM&TER
smoolii WALL Pyc
IS I
CORRUGATE0 PE
AAS -�252,
HTO A
INON -PERFORATED OUTLET PIPE
Ty'Pe OF' pipc
WT
I W. N DVWETER
SMOOTH, WALL PVC
.15,3
1 . I I
I.. INVERT, ELEVhIdN At', OUT T END QFOUT _T�7* f HE7 �k WIS1196A OF 11�4` MO
o, I I I VE INVERT aEVAI N�OF
RECFJ.VtNG DRAINAGE DITCH:OR. STMXTU
R
A, :ALL -tONNECTIONS ALBOWSi,WYES. ItT.CJ W(.tkN PAY LOATs.1" OUTLET PIPE, I ME T 1, 0 BE OF 1H . E PME, CRUSHING
STRENGTH AS T14E PVTLET PIPe,
7., WHEN U_=� WITH STABILIZED OPEN -GRADED DRAINAGE LAYER. THE BOTTOM Of, THE CURB, MD GUTTER !KALL
SM66TH WAILL PE 70 P:Sf )00< BE CONSTRUCTED PM _�q JHE'!�LqPE Q S4BqW,
ALLE.L F 111 : EPT THE PAVEMENT.
COURSES OPT TO E. Q. ii
a� OUTLET PW.E TO� BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE,
x #04 THIC (Lij")
KNESS ., _ INCHES 9TQ&09TE$ WATER ARW�
xxxiESTED AdCokbikalo A$�Y;M,D-z4v 10, OUTLET PIF`E� COWIGURATIO QVI
AT;5% OF-FLECTION. N TO PR DIE FOR PASSAK Of. INISFEq1APNI PMEM WITH 2Ve' L 0, HEAD.
,SPECIFICATION
REFERENCE STANOARD GROUNDWATER UNDERDRAIN
AbAb AND afmoks! bi
f REYISION'DAT
'10, VIRGINIA PEPARTMENT OF TRM5POf(TATICN 'E SHEET 170F 1
761
UNDERDRAIN UD-1
NO SCAM
a a " .. ADT 1900
91
91
608 1'48"E
83.31'
44.0
W20-1
r;
z
0 i4 Fi 2
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L
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PROPOSED
W4-1L
EXISTING
STRIPING
CD
r-- I _J TO REMAIN//
'11 '11,250 _/ -
INIVI I ".
EXISTING P-C)"I X:i +
0 STRIPING co
ry IMBERWOOD BLVD. (90' ROW) ADT = 3900
TO REMAIN (.z)—_ ,d: 0 0
% O___ -0 _DA' 4" -YF— C14
q_^4 a& a rw-l% 0 IP SHFDO FY 17119F i i nW c-4
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PROPOSED
W4-1L
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b 1 123' LANE TAPER G20-2 REMOVED IN TEMPORAR)
0 245! MERGE TAPER TRAVEL LANE AND REPLA(
AFTER WORK HAS BEEN COMF
STRIPING EXISTING
PROPOSED WHITE LEFT STRIPING
W4-1R MERGE ARROW TO BE REMOVED TO BE REMOVED
EX. DOUBLE 4" YELLOW
STRIPE TO BE REMOVED
W�IR
CHANNELING DRUM
20 0 20 40 60
El E 0 E
MAN 6? W !!6mmmmmmml!!-
SCALE: 1" = ?0'
MR-11
W44L
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REVISIONS
COUNTY
COMMENTS
1/18/19
COUNTY
COMMENTS
4/22/19
COUNTY
COMMENTS
12/06/19
A� COUNTY
COMMENTS
7/23/20
DATE
NOV 30, 2018
SCALE
ill = 20'
W
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FILE NUMBER
13.0124
SHEET
20 of 20
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