HomeMy WebLinkAboutSUB202100046 Plan - Revision 2021-08-17F711l
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MA NIVIO rA ARY11 )
OWNER.* 05500-00-00-077A1
✓AMES ✓ACKSON JR
6107 ✓ARMANS GAP ROAD
CROZET, VA 22932
ENGINEER: COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-3719
TAX MAP NO.: 05500-00-00-077A1 (DB 3879 PG 408)
TOTAL PROJECT AREA: 05500-00-00-077A1 - 4.87 AC
ZONING R-1 RESIDEN77AL (BONUS LEVEL - CONVENTIONAL DEVELOPMENT)
MIN. LOT SIZE = 30,000 SF.FT.
MIN. LOT FRONTAGE = 100 FEET
PRESERVED/MANAGED SLOPES. NO PRESERVED OR MANAGED SLOPES ARE LOCATED ON THE PROPERTY
PROPOSED USE: 5 SINGLE FAMILY DETACHED LOTS
ALLOWABLE DENSITY., 0.97 UNITS / ACRE + 1OX BONUS DENSITY FOR INTERNAL STREETS
0.97 UNITS/AC x 1.10.E x 4.87 ACRES = 5.16 UNITS
PROPOSED DENSITY.- 5 SINGLE FAMILY DETACHED UNITS (1.03 DU/ACRE)
OPEN SPACE: NO OPEN SPACE REQUIRED, AND NO OPEN SPACE PROPOSED WITH THE
DEVELOPMENT.
BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET
SETBACKS., NON-INFILL DEVELOPMENT
FRONT MINIMUM: 5 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE
OF THE SIDEWALK IF OUTSIDE OF THE RIGHT-OF-WAY
FRONT MAXIMUM: NONE
GARAGE MINIMUM: 18 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE
OF THE SIDEWALK IF OUTSIDE OF THE RIGHT-OF-WAY
SIDE LOADING GARAGE.•5 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE
OF THE SIDEWALK IF OUTSIDE OF THE RIGHT-OF-WAY
SIDE MINIMUM: 5 FEET
SIDE MAXIMUM: NONE
REAR MINIMUM: 20 FEET
REAR MAXIMUM: NONE
SUBDIVISION STREETS: CURB & GUTTER
WATERSHED: THIS PROPERTY IS WI7HIN THE LICKINGHOLE CREEK WATER SUPPLY PROTECTION
AREA.
AGRICULTURAL/ FORESTAL DIS7RICT.• NONE
TOPO & SURVEY TOPOGRAPHY AND BOUNDARY INFORMA77ON PROVIDED BY ROUDABUSH, GALE,
AND ASSOCIATES. BOUNDARY AND TOPO WERE COMPLETED IN JULY, 2020.
TOPO IS COMBINATION OF FIELD -RUN TOPO AND AERIAL TOPO. TOPO WAS
FIELD -VERIFIED AND CHECKED AND VISUALLY INSPECTED IN AUGUST, 202a
DATUM: NAD 83
EXISTING VEGETATION: PAR77ALLY WOODED WITH EXIS77NG RESIDENCE S7RUCTURES
LIGHTING NO LIGHTING IS PROPOSED
PARKING: 2 OFF-STREET PARKING SPACES SHALL BE PROVIDED FOR EACH DWELLING UNIT:
ADD177ONAL PARKING SPACES SHALL BE LOCATED ALONG THE ROADWAY.
BUILDING SITES: PARCELS 1-5 MAY NOT BE FURTHER DIVIDED. ONLY (1) DWELLING UNIT PER LOT
SHALL BE ALLOWED.
BURIAL SITES: NONE
FLOODPLAIN: THIS SUBJECT PROPERTY IS LOCATED IN ZONE X. THERE IS NO 100-YEAR
FLOODPLAIN LIMITS ON THE SUBJECT PARCELS, PER FEMA MAPS 51003CO228D &
51003CO229D; FEBRUARY 4, 2005.
OFFSITE DISTURBANCE. NO OFFSI7E DISTURBANCE IS PROPOSED WI7H THIS PLAN, EXCEPT FOR THE TIE-IN
CONNECTIONS FOR THE SANITARY SEWER AND LATERALS TO THE EXIS77NG SEWER
LOCATED ON THE CREEKSIDE PROPERTY. ALL WORK SHALL BE PERFORMED
WITHIN THE EXIS77NG U77LITY EASEMENT AS SHOWN.
LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREET IN
ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN
SECTION 32.7.9 OF 774E COUNTY CODE.
PROPOSED LAND AREAS., L0IS., 4.24 AC. (87.1X)
RIGHT-OF-WAY: 0.63 AC. (12.97)
IMPERVIOUS AREAS: ROADWAY & SIDEWALK: 17,275 SF
BUILDING/HOUSE. 20, 000 SF
TOTAL IMPERVIOUS AREA: 37,275 SF (0.86 AC.) - 1761- IMPERVIOUS
BUILDING SITES: EACH PARCEL CONTAINS A BUILDING S17E THAT COMPLIES WITH SEC77ON 4.2.1.
OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
PHASING THE PROJECT SHALL BE DEVELOPED AS ONE PHASE
S77?EAM BUFFERS: A SMALL PORT70N OF THE SITE ALONG THE EASTERN BOUNDARY IS LOCATED
WITHIN THE 100' STREAM BUFFER AS SHOWN ON SHEET 2. THIS AREA SHALL BE
MANAGED IN ACCORDANCE WITH ALBEMARLE COUNTY WATER PR07ECT70N
ORDINANCE.
RETAINING WALLS: THERE IS (1) 4' RETAINING WALL PROPOSED WITH 774E DEVELOPMENT, AS SHOWN
ON SHEET J.
TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
RECREA77ON AREA: NONE REQUIRED.
STORMWATER MANAGEMENT, THE SITE WILL DRAIN TO A PROPOSED SWW FACILITY, WHICH WILL PROVIDE
STORMW47ER QUANTITY TREATMENT, AND WILL OU7FALL TO THE STREAM BUFFER.
THE BEST MANAGEMENT PRAC77CE OF PURCHASING NUTRIENT CREDITS WKL BE
IMPLENTED TO SATISFY STORMWA TER QUALITY REQUIREMENTS.
NOTE.•
1. STREET TREES SHALL BE PROVIDED ALONG THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT
AND ALBEMARLE COUNTY STANDARDS.
2. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE 17E TRIP GENERATION MANUAL,
107H EDITION FOR 5 SFD LOTS
AD RATE: 9.44 VPD/DU = 48 AD (24 EN7ER124 EXIT)
AM PEAK: 0.74 VPH/DU = 4 VPH (1 ENTER/ 3 EXIT)
PM PEAK: 0.99 VPH/DU = 5 VPH (3 ENTER/ 2 EXIT)
J. THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDA77ON ZONE.
4. ALL NEW PUBLIC STREET RIGHT-OF-WAY SHOWN HEREON SHALL BE DEDICATED TO THE COUNTY FOR
PUBLIC USE WITH THE SUBDIVISION PLAT.
5. RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS
EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES
REQUIRE AN EASEMENT. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
6. ALL WATER LINES SEWER LINES AND FIRE LINES FROM THE MAIN TO THE S7RUCTURE MUST HAVE A
VISUAL INSPEC77ON PERFORMED BY THE BUILDING DEPARTMENT.
JARMANS GAP DEVELOPMENT
TMP 55M77A1
ROAD &UTILITY PLAN
WHITE HALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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SHEET LAYOUT
SCALE: 1" = 100'
GENERAL BUILDING DEPARTMENT NOTES:
1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF
THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER
VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING
SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER
OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE.
2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND
PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY.
J. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN
ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH
FROM ALBEMARLE COUNTY AND VDOU. CONTACT VDOL1 FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR
DEMOLITION PROJECTS AT 540-562-3580x131.
VICINITY MAP
SCALE: 1" = 2000'
Sheet List Table
Sheet Number
Sheet Title
i
COVER
z
EXISTING CONDITIONS
3
LAYOUT & UTILITY PLAN
4
GRADING & DRAINAGE PLAN
5
NOTES & DETAILS
6
UTILITY & LANDSCAPING NOTES & DETAILS
7
PROFILES
8
SIGHT DISTANCE PLAN & PROFILE
9
DRAINAGE AREA PLAN AND CALCULATIONS
9 TOTAL SHEETS
LEGEND
ROADS
EXISTING CULVERT
CUL VERT
Q
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED PAVEMENT
EC-3A DITCH
6"
DEPTH OF EC-3A DITCH
EC-2 DITCH
6"
DEPTH OF EC-2 DITCH
_... ....
EARTH DITCH
DRIVEWAY CULVERT
+
BENCH MARK
_ _ _ _ _
CLEARING LIMITS
VDOT STANDARD STOP SIGN
zoo
EXISTING CONTOUR
20o
PROPOSED CONTOUR
240.55
PROPOSED SPOT ELEVATION
T8C DENOTES TOP/BACK OF
CURB TAB DENOTES TOP OF
BOX
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO
THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS.
SCOTT/R. CbLLINS'Z
Lie. No. 0357911E
8/12/21�4
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SCALE
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SHEET NO.
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�SSIONAL E�
_ _ -- NOTE. SECTION-Of7lCRMANS GAP ROAD =o
Q\� 1 \ �- / _�___oo-�� SA POSTED SPEED LIMIT OFzSMPH. ��o�
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o \ \ \ \ \ NOTE: THIS EXISTING WATER SERVICE WILL BE USED TO SERVE Q Y \ ATEfLI E ffA5 M N EXISTrNG POND\ \ \ f I N
X/ v DB. i45$,IG. 66 m TO BE REMOVED vv v v
PROPOSED LOT 1. A NEW WATER METER WILL BE INSTALLED /
T? SERVE THE EXISTINGiSTRUCTUR� ON PROPOSED LOT 3. � , ' ^ A � � I I 1 1 I Iv m � / v v � I 1 / Q
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182154
SCALE
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SHEET NO.
2
- - - - - - - / \ TMP 55E-4-43
TMP 55E-4-31 \ -
LOT 31 \ I \ TMP 55E-4-42 \� \ LOT 43
N F KISTLER - ' Alignment: TILLEY COURT
TCHELL \ \ I \ N FOMAXHAM \ \ DB 4756 PG 706 \ M- M- �� yip ` - - - g / NOTE. THERE ARE NO PRESERVED OR MANA
D8 5054 PG 175 \ / \ L M - I STEEP SLOPES WITHIN THE PROJECT LIMITS.
DB 4762 PG 426 \ \ \
r -Tangent Data
\ \ I - \ I F \ N 16°31 '23" E 35�. 00' IF M M W M W Description PT Station Northing Easting _
� I Start: 10+00.000 3913092.78o 11420862.968
\ \ 1 b' \ \ - - - - - - - - L - - End: 11+25-749 393-2972.701 11420825.634 -
\ \ EX. SANITARY SEWER \ \ \ \ \ \ 180' - - - - Length: 125-749 Course: S 170 3.6' 16.4941" W
\ MANHOLE
Curve Data
SSMH I: - - ' - - \_ �� - �- - - - - - - - - - - Description Station Northing Easting
G 11+25 749 391z97z.701 114zo8z5.634 i
\ \ \ \ \ \ I APPROX. LOCATION OF CRP: 3913121.149 114z0348.i79 EX. 20' WATERLINE T: 11+48.669 3912950.978 114zo818.330 EASEMENT elta: 020OldTrail z \ \ \5 3 \ I \ \ - - - DB 14�6 � 75 3T353397" TYPE: RIGHTadius: 500.00o DOG 11 zT3z.g61z"ength: 2z.920 Tangent: 11.462TMP 55E-3-21 \ \� \ \ id -Ord: 0.133 External: 0.133 \
\ \ \ \
LOT 21 � \ �,,; � � � \ Chord: 22.g18 Course: S 18° 35' 04.1640" W
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N F WILLIAMS \ \ \ \ TMP 55-77 \
1
\ DB 5064 PG 1 /1 1 \ \ \ LO+ 2 \ \ \ - m \ \ N/F WU Tangent Data \
DB 3982 PG- 743 Description PT Station Northing Easting
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l \ \ OL3SO F - - \ J Start: 11+48.669 3912950.978 114zo8i8.330 \
LOT 1 S End: lz+3o.z68 3912874.250 13-420790.558 \ \
\ \ Q ( _ Length: 81. Course: S 1 1.8 W \
EX.\30' SANITARY \ \ \ 31 QE SF 9 599 9 53'S 337"
\ \ SEWER EASEMENT \ \ \ \ \ \ \ r 4
\ ` DB 31\91 PG 130 \ \ ! \ �j Curve Data \
TDB 363,8 PG 198 \ \ \ �W - - - - - - - - - - - - - - -IT Description Station Northing Easting \
PC:712+ 0.z683912874.250 11 20 0. 8 \
3 4 79 55 \ I
RP: 3912533.go8 11421730.86o \
Lie. No. 035791,E
4/26/21 �4
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I \ \ EXISTING 8" SANITARY` \� �. \ , TO6' \ \ \ \ A /F J - - - - - - _ - Delta: 03° 08' 14.6oz1" Type: LEFT SEE SHEET 8 FOR FULL o o-iJ l
PROPOSED LOT \ _ - _ Radius: 1000.000 DOC: 05° 43' 46.48o8" \ SIGHT DISTANCE ALIGNMENT z Z
\ SEWER LINE \ \ \ \ / - - _ _
\ \ \ LINE (TYP.)� \ \ - YII ` J� - - -Length: 54-758 Tangent: 27.386 \ \ F ♦ z I
\ \ to \ \ \ \Ln \ r^ \ \ \ \ �. _ - - EXISTING 12" DI- _ Mid -Ord: 0.375 External: 0.375 - \ \ > > a i
\ W o \ \ \ \ WATERLINE \ \ Chord: 54J51 Course: S 18° lg' 44 5329" W \ \ W Lu Q
\ D \ \ ��- ----
7C m 1
Tangent D eta �/
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< SEWER SERVICE LATERAL (TYP.) L \ Description PT Station Northing Easting - co \ \
T v \ \ ` \ \ p0 / EVERGREEN CANOPY AS SHOWN. CD \
\ NOTE: SADDLE CONNECTION REQUIRED \ y Start: 1z+85.0z6 3912822.277 11420773340 \
LOT 20 \ \ \ NOTE: THIS EXISTING WATER SERVICE WILL BE USED TO SERVE
\ \ \ lo' PRIVATE WATER PROPOSED LOT 1. A NEW WATER METER WILL BE INSTALLED End: 14+4z.967 3912671.04E 11420727.79E
N/F PRENDERGAST \ 9 57-94 ° 4S' 37 3
\ \ Len the 1 1 Course: S 16 z 18" W
\ DB 4543 PG 542 \ \ \ \ \ -SERVICE EASEMENT TO SERVE THE EXISTING STRUCTURE ON PROPOSED LOT 3. - -
�Z v v\ v D.B.. PG._
v � v AT w zo' ACSA PUBLIC
\�>o
2o' PRIVATE WATER ^_ SANITARY SEWER
N \ I \ LOT 3 lo' PRIVATE SERVICE EASEMENTi O EASEMENT
W �� y SANITARY SEWER 6 D.B. PG._ DB. PG._ TMP 55- /
v 38,127 SF v �,, I I EVG� NIF MU SON
EASEMENT
\ \ DB._ PG._ \ ANBPY PORTION OF EXISTING WATERLINE DB 1631 G 5 6 \ I
\ \ \ / O TO BE RELOCATED VERTICALLY - - _ \
\ \ \ \ G NO PARKING SIGNS SHALL BE
PROPOSED CG-22 I
PROPOSED RIGHT-OF-WAY / O O (SEE PROFILE ON SHEET PLACED ON BOTH SIDES OFTHE (TYPO
OLD CREEKSIDE, p. - -
PHASE 1 \ \ V A \ I O PROPOSED FIRE STREET WITH 150' MAX. SPACING
TR41L A V PROPOSED
i , V� V y v O HYDRANTASSEMBLY PROPOSED VDOT. (TYPICAL) \ \ STREET SIGN Q)
DB 3191 PG 130
PROPOSED S'WIDE STD. CG-6 (TYP.) \
a./ CONC. SDWK. (TYP.) v ��
- HOLLY - - - - - PROPOSED QP EV� \ �h P /
PROPOSED DOGHOUSE -
( ) O
PROPOSED QP IS :: - -HEDGE
( ) -H� CANOPY I
\ PROPOSED 8 SDR-26 PVC p ,. - - - - - - - - - - - STREET TREES (TYP.) E
\ � � MANHOLE -SEE SAN. SWR � STREET TREES (TYP.) � - - _ 1Cr 7� 6=2j"-E- 313. - " � - - RELOCATED FIRE '
\ SANITARY SEWER _ _ - - _ - - - --
\ PROFILES FOR DESIGN \ 'PROPOSED 4" PVC SANITARY ~ �� -__ \ \ `• ^ ° - � � � - � / ^ - HYDRANTASSEMBL 1
I \ \ \ TIE IN TO EXISTING 6" WATER
SEWER SERVICE LATERAL (TYP.) \ \ - - - - - - - - - ERLINE, 1 GD
- \ \ \ \ - - - - �- WITH PROPOSED 6" go BENDz D
14+00 13+50 13+00 12+So \�Q� A
33' D AGE \ _ =� - - - - =` - \ - - -4 - _ _ TILLEY_COURT 12+ a
\ - O
- EASEME - _ _ 2 1
B 3191 G 130 \ _ _ - - y ua PROPOSED 6" 45° BEND UP BLIC ROAD- - ° w 1 50 - - \ \ to+ro a.lo+do ! o O -
_ - _
fi' ------ - S�SIDE�E _ _ - - _ _ - n' c D m rZ:
1 \ MHi - - TSA TY _ `MHz PROPOSED VDOT. - - e e Z to m
- T - m
\ - �� _(TYP.) - - 2r, Ln n
\ \ 20'SANITARY PUBLIC - - - - - _ / \ \ - - - P Io ! O
\ \ \ \ ACSA SANITARY SEWER - - - - - \ - - - - - - _ 'FROM o ~ A z z
` -
\ F, EASEMENT 74a - - _ /�. �, v - SEYeACK(TYP.) - - - Z u m
I w - - - - - TIE-IN TO EXISTING lz" DI \ PROPOSED DIP SANITARY \ U Z N
DB. \ WATERLINE w lz"x6" T.S.&V. 4 PROPOSED WATER 1 o A
/ _ PROPOSED \ \ \
--_ _- ` \WERE LATERAL _ ----- -�
- - ` - \ SE ERV\ E PLANTING STRIP (TYP J METER & SERVICE RLI NJ- \ I I yLn
- - - / - - \ \ \ \ \ - - - - - I TAP INTO EX. WATERLINE
34: O
TMP 55E --------------- 12 SF ------ \\ E/P /Pri
0 PROPOSED WATER. PROPOSED STOP SIGN
LOT 19 I - - - - - - - - \ \ \ NO PARKING SIGNS SHALL BE LOT 5 25' MAX. i - -
1 - - - - �- METER &SERVICE (TYPJ - - - - - \
N F RIDD - - PROPOSED 4' PVC SANITARY ! - - \ \ PLACED ON BOTH SIDES OF THE SETBACK LINE
- - - - TAP INTO EX. WATERLINE= - PROPOSED RIGHT-OF-WAY \ \ \ STREET WITH 1 o MAX. SPACING PROPOSED PUBLIC ROAD
i DB 4241 P 1432 SEWER SERVICE LATERAL (TYP.) - - PROPOSED BUILDABLE AREA \ \ \ 5
- NOTE: SADDLE CONNECTION REQUIRED _ "NO PARKING" SIGNS SHALL BE NOTE: CONTRACTOR SHALL PERFORM TEST DIGS \ \ PROPOSED (TYPICAL) RIGHT-OF-WAY DEDICATION MALL & OVERLAY EXISTING PAVEMENT.
I - SETBACK LINE BEGINS AT \ \
I � � PLACED ALONG THE CUL-DE-SAC OF THE EXISTING lz" WATERLINE IN THIS AREA \ \ SWM FACILITY '�� EXISTING RIGHT-OF-WAY/ PROPERTY LINE � SEE DETAIL ON THIS SHEET.
\ - _ - - A LOT WIDTH OF loo', TYP. - - , WITH l5o' MAX. SPACING T \ \ \ \ \ I I
\ OldTrail-z5-z - I - - - - - _ - - - _ - - / - TO CONFIRM THE HORIZONTAL AND VERTICAL LOT 12'xzo' ACSA
\ EXISTING SANITARY SEWER MH - � �� - - - f LOCATIONS OF THE EXISTING WATERLINE PRIOR 5 WATERLINE a \
y� �` - \ \\ I EX. CURB/GUTTER
WITH DROPSTACK. SEE SANITARY - _ _ r� TO STARTING CONSTRUCTION ON THE PROJECT. \ \ \ 3E)f832 SF EASEMENT -I
I ALONG JARMAN'S
f
l
- SEWER PROFILE FOR DETAILS. DB \� A PG.
\ - - - - ` \ - a - ►-SIR€f�M \ LT \ \I \ GAP ROAD \
- - - - - - - zz6' - - - - - - / �9t BAC DE OSED 3' STRIP \
i28----- i '� ♦ `i /l I \\ PROP
- - \,,SET K (TYP.) F/C - K
- - � BUFFER STRIP \ I 36'
X. 0' SIDEWALK & / - - . - -
- _ - �6'31'23" W 68 83'
W L�NDSCAP EMENT �- - , \ _ - - - - - I I I I APPROX. LOCATION OF \ O \ D21 IS
D \ WPG 1 - \ \ EX. 20' WATERLINE VAR. WIDTH SWM ACCESS AND EVG
�` - - - Landscape Notes \ I EASEMENT AINTENANCE EASEMENT \ - connry oralbemaae ,
- w SSMH <4ST ComervafianPlanCbeeklirt- TobeplaeedonLaM.,Plans I DB 1449 PG 285 DB. PG. PROPOSERS'
(Handbook, lx-28a-111-297 for eomplete speeifaatlons) 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY � \
�p RF DB..
CONC. SIDEWALK
be slown on flu, ida.TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF
1 U lreeamnea Vea= DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF
® LiMtsofele mne(ou%ideMpbneofo-eeatobeaavea). CONSTRUCTION. I \ 1 \ \ 1
EI L«neand on type ofproteNve frd%,, 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE I 1 \ \ \ Ol ILI Grad ==banen, rwnno, tr« +vays we of; OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT APPRO LOCATION OF I I \
Q p poaea rondiln8 or tnrmdin, beyond me lroats ofolearin8. LANDSCAPE ARCHITECT LA TO DISCUSS TREE PROTECTION EFFORTS. ALL
( ) 1 EX. 10' WATERLINE
anI I
2. Marldn: TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE I �1 CASEMENT
ILI Mitt' srobemvMsba mmkea pr;mofabbmatabeghtdeaayv�Memeympmervopmtm ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE DB 1 PG 566 I I \
EI rvo(¢aa�r�pst,allbqu,muimeo-eemini;nabarbee,ina ctwm:aapp Mbyacowtymepeetm ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE
AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. \ T
N/ MINNERLY 1
D� 1682 PG 640 I I
I II II
I I I I
I
I
8� I o
O rend hellbem dsbdlbe Wmda eau Coin ma mow m moo- ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE 6� \ to
vg a Plain m wpec pPov y a ry P pdor gadivg or mve A AA / I •' 1 0
PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. `
9. T. WOW 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED � �� W W�j "b ^1`
® ,ribenrad1b,,ove�maaber®dineiudauearipu,norao-eembe��ea,no-eewellebellbepmviaaaanaamavo-aaaonaemil AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES).�\,ON 1 \ aubmitred far approval. \\ //\ O
6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, I_
10. Tne wan.: BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE
® sulrmtbe aubmittedfor approvgom:aal.
oval nu,at be mweaa vamm me dnpfu:e aloesrobe aavm, atree vw ahw be prow;aea;ow aeomweeon aetau UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS
SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT
u. Q WhN and itnisreq OF ORDERS. Plantln Notes f] wbmo-end,h.siare0ro:aavdtlunmexmimofdearias..itaballbeaooamrmavoyuommemw:aortaeaaapaaaible.Tmmeur.s 7, LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL g LANDSCAPING CALCULATIONS:
anaaal eaee shillhmnudaedmmaltemaeve veins itie anad died that ocm tcmchi ad8 devtre f«dm ceoro. B P ay s
AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO 1. DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT
13. Cleanup; PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN
LI Pmtvivereadnsehallbe�laaliumafe:noveaaminpu,erald�p. TO DELIVERY. DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION PROPOSED PUBLIC ROADWAY= 836 LF OF STREET FRONTAGE
13. Damaaea 1— 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY i LARGE STREET TREE PROVIDED EVERY 40'OF STREET FRONTAGE
® Damasmo-ea _ raskaiiarnu6awy bypnm%,femh=ionoromerme odlfeeommenawby ainsogsiaust FINISHED GRADING. FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. STREET TREES REQUIRED=z1 TREES
9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM 2. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ITS
noTE:lT rsrxE DEv oeelx•s xESForvslxalTV ToconrFRwrfx ME cavrEAcroaonrnEe CONSERVATION STREET TREES PROPOSED=z>.TREES
xequlxeMENTs. PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. MULCH ARRIVAL ON SITE. SEE SPECS.
RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES 3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS a
1/25/21 NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED AND NOT OTHERWISE SPECIFIED SHALL BE SEEDED PER SPECIFICATIONS.
owrvExslcnaruxE (DATE) HARDWOOD. SYMBOLI BOTANICAL NAME COMMON NAME SIZE CANOPY I QUANTITY I TOTAL
10. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST
AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT CANOPY TREES
CONTRACT PURCxAsaR 91GNATIDIE (DATE) IMMEDIATELY PRIOR TO ORDERING. QP IQUERCUS PHELLOS IWILLOWOAK 2-1/2" cal. 1 419 1 21 1 8799
silos P'.I.f1 11. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED
BY THE HOMEOWNERS ASSOCIATION, IF APPLICABLE.1 1 1 1 Tr1TAl • R7Q4
3. Prr-Connoramuu cunfinena: \
a Tree l,raaervanaa:a,a prme:nea meaamea aball xrevirwea ndm lne eono-adm on lore 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST
4. Fadament Operation and sta•.ae: 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY \ \
9 ❑=dent Operatio vndcatnaloo: aaa aromse orcmawetion mmeriala memmtD evil sbau oot roepe:minaan muury driplina oro-ea TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE \
or be eavea. REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO \
WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS \
S. smi Erosion and smrmnaror natm:tmn omlem: APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. i \
® sueb aev;«aahatl"°l edv"aely adecr treeambe'av`a 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF
6. Floes: ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A
vbg are nnl pmminM.,aua buret Orin= adpwwe orneeembe eavea. MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING
7. Todc Materiels: TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE
® rosie mateddeawlnot bearorm w;tnin loon more. an use oftr«arobe deem. DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE
P
DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS
S.
Frnerds, Fe"elna` METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE \- -
0 Treea[o be retained vnNin40 feetofapmposmbuadirg or geeing ecevity =ball beproteded by fm:dng.
C
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JOB NO.
182154
1"=30'
SHEET NO.
3
TMP 55E-4-31 I I l TMP 55E-4-43 \ \
LOT 31 \ \ TMP 55E-4-42 \ LOT 43 — /
ITCHELL v LOT 42 N/F KISTLER \ _ _ _ _ _ _ _
\ \ N/F MAXHAM \ DB 4756 PG 706 \ M— u1 - ��7�v ` S _ M M M M
D8 5054 PG 175 I -
I �W W W � DB 4762 PG 426 \ \ \ \ _
\- IF V v v N 16°31 '23" E 35�. 00' IF M M I M M —N M
- --
—I SSMH \ \ I: —
\ \ \ \ I APPROX. LOCATION OF
75 \ 76 \ ARLINE
�ESEMEN\ \
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8/12/21 �4
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-PROPOSED EW-iz (TYPJ \
�PROPOSEDio ' PUIBLIC A
DRAINAGE EASEMENT
D.B. � PG. —
W—LANDSCAP EMENT =— — , \ — — — — — _ — _ _ __ _ _-ALLSLUNE�(3HIEA FER THAPt3.1 SHALL BED y' " "' "' "" / \ I I 1 I \ APPROX. LOCATION OF \ I IS '..
\ SSMH .� -- - PROPOSED VDOT CL. Al RIPRAP LINE DOT STD. EW-z \ O D2
D G 1 -\ PLANTED WITH NON -EROSIVE LONG GRASSES PROPOSED V \ EX. 20' WATERLINE EVG \
- - OR OTHER TYPES OF NON -EROSIVE PLANTINGS_ __ _- dOUTLET I \ i 1 EASEMENT \ \ \ 1
- - - - - PROTECTION WITH FILTER FABRIC UNDERLAYMENT DB 1449 PG 285 �=
�� ARFq v �� �� VAR. WIDTHSWMACCESSAND
(MIN. L=1z', W,=6', W,=i4,Q=iz") OUTFALLTO MAINTENANCE EASEMENT 1 o
IV4F STREAM BUFFER I 1 1 DB. ,PG. I l 1
-�D TRAIL CREEKSIDE, \ V A 1 APPR� LOCATION OF v
PHASE 1 - V EX. 20' WATERLINE
D8 3191 PG-4-3-9 EIA�SEZMENT
/ -' / EX. 20' WATERLINE DB 14N PG 566 ' T
12" RAINAGE \ /
I / / E NT ( / _ _ _ _ - / EASEMEI`IIT - - -
/ PG 0 \ / - - ' DB 1453 P 566 Y \ N MINNERLYI
_ / � - - - - / / TMP 55E�3-B / � q \ \ \ / I
OPEN SPACE B / DB 3191 PV 130 I I \ D 1682 PG 640
l / / - - \ \ \ EX. 28�DRAINAGE
EASEMMCNT--��// �\ v�V l
DB 3191 PG 130 / / / V A \ / 80
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JOB NO.
182154
1"=30'
SHEET NO.
4
4"
GL'NLRAL CONSTRUCTION NOTES FOR S'TRL'LMTAS
ROAD NOTES
1.
CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE
GRADING:
MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY
1.
THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF
DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND
2.
UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE
CONSTRUCTION METHODS OF THIS PROJECT
CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3)
2.
WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE
COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL
ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO
CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE
THE SATISFACTION OF THE ENGINEER.
BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
J.
ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE
J.
SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC
EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD
RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL
INTERSECTIONS SHALL BE REMOVED.
DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL
4.
ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE
WATERCOURSE.
CONSTRUCTION OF THE SUBGRADE.
4.
GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END
DRAINAGE.
TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL
1.
ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM
MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY
COVER OF ONE (1) FOOT.
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL
2.
STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE
BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF
PLANS, OR WHERE FIELD CONDITIONS INDICATE.
GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
J.
ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A
5.
WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES
MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE
SHALL CONFORM TO VDOT CG-9(A, B OR C).
VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS.
6.
WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES
4.
ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER.
SHALL CONFORM TO VDOT STANDARD PE-1.
DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE.
7.
COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS,
PAVEMENT.•
AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
1.
AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE
8.
ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT
AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE
VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND
REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION.
RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
2.
SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE
9.
ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
BASE IS PLACED.
UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND
J.
TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED
PROPERTY NUMBERING ORDINANCE AND MANUAL.
GRADATION FOR TYPE 1, H, OR 111 PRIOR TO PLACING AGGREGATE BASE.
10.
TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY
4.
THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE
THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE
SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE.
DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL
11.
THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN
REQUIREMENT WILL APPLY.
SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
5.
THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
12.
VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE
6.
BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE
SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN
TREATMENT IS APPLIED.
ON THE ROAD PROFILES.
7.
PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT
13.
A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT
RC-250 ® 0.3 GAL.ISQ. YD.).
ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL
8.
BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
BE CONDUCTED IN ACCORDANCE WITH VDOTS VIDEO CAMERA INSPECTION PROCEDURE AND
TRANSPORTATION SPECIFICATIONS.
WITH A VDOT OR COUNTY INSPECTOR PRESENT.
9.
ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT
ENHANCE A ROADWAY CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT
ALBEMARLE
COUNTY
OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA
DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY.
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,
GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY
OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE
OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
PIPE -CLASS Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
Cc-s POINT OF
CONCRETE CURB & GUTTER C/L FINISHED GRADE
SIDEWALK
PLAN7INc
S7RIP
5• 6' 10 To'_
(TRAVEL LANE) (TRAVEL LAP
(5' MIN.)
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT
ARE PROPOSED TO BE STATE MAINTAINED:
I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED.
III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE
MATERIALS.
IV. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE
COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT
DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE
TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL
INSPECTION.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE
ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE
ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE.
CG-6
CURB & GUTTER
PLAN77NO
S7RIP
24 F/C-F/C I-25�
IN
TILL�'Y COURT SIR, 7 SECTION ROAD RvAR. #r 777 PUBLIC ROAD
25 MPH DESIGN SPSED, NO P-RAZY6! ALLOTPED
NOT TO SCALE
4" CONC.
3000 psi MIN.
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
Merl
OF 4 � 2" R
CURB
a4 • 6" 1 ": 1'
13" ° 4
4 4
4Q
a 4
^
1' 6" I -2
STANDARD CG-6
CURB & GUTTER
NO SCALE
VDOT #57,#68, OR #78
STONE BASE UNDER CURB
& CHECKED BY VDOT
PRIOR TO PAVING AND/OR
BACKFILLING.
CONCRETE
SIDEWALK
NOTE: FINAL ROAD PLAN MUST SHOW CONFORMANCE
WITH THE VDOT ROAD DESIGN MANUAL APPENDICES B(i)
AND F, AS WELL AS ANY OTHER APPLICABLE STANDARDS,
REGULATIONS OR OTHER REQUIREMENTS.
Pavement Design
RF= 1.0
Location
ADT
HCV
Design
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
Dp
ADT
Proposed Public Roadway
48
5
98
5
5
6.34
SM-9.5A
1 S
2.25
BM-25
0
2.15
21A
8
0.6
8.18
TRIP GENERATION CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL
5 SINGLE FAMILY ATTACHED UNITS (CODE 230)
ADT: 48 VPD (24 ENTER/ 24 EXIT)
AM PEAK: 3 VPH (i ENTER/ 2 EXIT)
PM PEAK: 3 VPH (2 ENTER/ s EXIT)
1 1/2" SM-9.5A
SURFACE COURSE
1" BINDER
INTERMEDIATE COURSE
8" COMPACTED AGGREGATE
BASE COURSE, VDOT #21A
°0Pi
OR #218 DEPENDING ON
\�j\
ULTIMATE TRAFFIC LIMITS
AND UNDERDRAINS
SUOBGRADED
ASPHALT PAVING
NO SCALE
7100000
1�-)1 EDGE T E%INED PAVEMENT
1 I EDGE
DETERMINED IN FIEIVE
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
EXISTING SUSSAM PROPGGEU SUBBASE
' COMPACTED SUBGRAX
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING AASPHAT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
HICK ASPHALT MINTAGE COURSE (BEE NOTE 51 ® PROPOSED MINIMUM I % INCH
z MINIMUM 12 INGHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES,
1. ASRIAT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WTH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES O THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EDSTING AND PROPCSED PAVEMENT SHALL BE ADDRESSED N ME PAVEMENT DESIGN.
3. A MINMUM OF THREE COWS SHALL BE TMEN ION'" THE CENTER OF THE ADJACENT TRAVEL LASE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE COPES SHALL BE SPACED NO NEW THAN SOD FEET MART.
C THE ADJACENT TRAVEL LANE V&L BE MILLED A MINIMUM DEPTH OF I I, INCHES AND REPLACED WITH AN ASPHALT SURFACE CWREE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAVED BY HE ENGINEER.
5. THE ENGINEER MAY REWIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHAL THE PRRESTOREDAPME LIMITS SHALL BE RESTORED SUBJECT i0 THE APPROVAL OF E ENGINEER.
T. FlNA TRANSVERSE PAVEMENT TE-IN WALL CONFORM TO THE REQUIREMENTS OF SECTION 315 %(c) OFTHE SPEOFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BEES TTED USING A 10 FOOT STRAIGHTEDGE
IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 311 OF THE
SPECIFICATIONS.
ASPHALT PAVEMENT WIDENING05
REFERENCE
REV rvaT FOR WIDENING SUBJECT TO TRAFFIC Ws
303.02 VIRGINAL DEPMTLENT OF TRASPCRTATON 315
GENERAL NOTES:
1. THE DETECTABLE WMWO SHALL BE PROVIDED BY TRUNCATED MINES.
2, DETECTABLE WARNING TO E CL/CS A-3 CONCRETE (CLASS A-{ F PREC/STI
WITH SLIP RESISTANT INTEGRAL AWFACE COVERING THE FULL WON OF THE
FUND FLOOR BY 2 FOOT IN LENGTH N THE DIRECTION OF PEESTRMW
TRAVEL. OTHER TYPES OF MITEIRAL WITH THE TRUNCATEO DOMES DETECTABLE
WARNING WAY BE USED WIN TIE APPROVAL O THE ENGINEER. TYPE A
3, SLOPING SIDES OF CURB RAMP WAY BE POUNCED WONOLINI ILLY WIN RAMP PERPENDICULAR
FLOOR ON
BY WINE MRM CONSTRUCTION JOINT WINREWL WAS.
♦. MMOD RAN'
NGG IFSLMAEDSDI:S�GN BE CAST H PLANE AFTTERFOR �LOApR OF
PRECAST RASP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
S. REQUIRED BN3 NS TO BE NO.5 E B" RILED ? CENTER TO CENTER & NG 12r1 MA3 T
BOTH SIDES OF TH RAMP FLOOR, MID -DEPTH OF RAMP FLOOR 1
MIND r' R
CCNCI(ETE COVER 1YfI 2'►
R. CUM I CURB AND GUTTER SLOPE TRANSITIONS AOJICENT TO CURB RAPS
ME rrLIUED N PAYMENT FOR BURNS / CURB AD BUTTER. TYPE B
T. CURBS RAMPS ME TO RE LOCATED AS VOW ON THE PLANS OR AS DIRECTED PARALLEL
BY THE ENGINEER. THEY AM O BE PROVIDED AT NTERSECTIONS WHENEVER
M AC(£S INI "TRY TIE RNXT CE WAY OF A HIGHWAY FACILITY
GROSSES A CURB REGARDLESS O WHETHER SIDEWALK 6 EXISTING PROOSED
OR MONEMSTENT. THEY MUST BE LOCATED WREN PEDESTRIAN CRMiilfANS
AS SHOWN ON PLANS OR As ERECTED BY ME ENGINEER, AND SHOULD HOT
BE LOCATED BERM VEHICLE STOP LINES METING LEFT PCIEs FINE �.14
HYDRANTS. DROP NETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS
lk
LINOBSTRUCTm STILE. FIN AND SLIP RESISTANT PATH CONNECTING AL
ACCESSIBLE
F1eAENENTS OF A FAGNTY THAT CM BE MPROADED, ENTERED 'R
MO USED BY PEDESTRIANS.
B. RAPS MAY E RACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' AT * . 2" NIGHER MTRIM
THE CURB OPENING IS PLACED WITHIN THE LIMITS O THE CROSSWALK AND EDGE OF PAVEMENT
THAT THE SLOPE AT THE CONNECTION O THE CURB OFM1C IS
FEPPEWI(%LNME(M TO THE CURB. TTNI µHEHN ANC ATE% , SAE M TOP O CURB
B. /TLYPP'54yODATE EE T� WOW
4IIEMENCrK. eF /NTHIP D %VYAB'TMM MT TYPE C
T1KF1C. REFER TO ST M-13. COVERO& TE�jm E CREAMY PARALLEL & PERPENDICULAR
TRUCK TNAFE, FOR C E DEPTH.
10. WHEN CURB RAAPS ARE USED N CONJUNCTION WITH A SHARED LSE PATH.
THE MINIMUM NOT" SHALL BE THE WIDTH OF TE SHARED USE PATH ��� • 24,
TR1NwlED DOME
C•C D O
OG DOOOD 00
D 0 0 0 0 O 0 0 D 0 D 0 0
+ � D D D G D D D D D D D D D D OO
Y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R p
ISO 00000000000000
0.2' a 1
BD mIIBI�CMETER O D O O O D 00 000000
I0 0 0 0 0 0 0 0 0 0 0 0 0 0
O.P' - RT VARIABLE
BAS q Ix. WIN MUM.
TRUNCATED DOME PAY arts
AILDETECTABLE WARNING
DETAIL
SEES 1 O 4
CG-12 DETECTABLE WARNING SURFACE '2110,
REV, TY05 GENERAL NOTES 105
VIRGINIA MPMTLQNT O TRANSPORTATION 502
�3i1'AB'AB EIOANSION KEYED ,liFq
�[YPAt80H JOINT r '-V �MApE k DOWR INLET `BARN OF 5[IEWKK JOIMI d I - FACE DY nn \+ J n,T TER N
11
055
HI
%il
M!
11
PLAN SECTION A -A
10'MAIL I KEYED GUIST. JOINT
.20'LITT
ON
__________________ - ....
MS 1 0
}__ , �B H BALE F MS E -
Nt]" dA1ETER
CENTS
WEEP HOLE FRONT ELEVATION ^ �, F EMS
e
- WAFTER REMOVED) T �, 3'-0"
Sr/; ENT PUTS SECTION B-B
TYPE A NOSE OET SBE USED WSTANDARDS.STANDARDS.HIN CO-] W-T STANDARDS.
L2 "X2
�{�3HILL
cA'�ZA6z1:D
TYPE B NOSE GET IC SHILL BE USED WITH CO-2 STANDARDS.
IIPF. A TYPE B M Y 4"NOW SNSAT
2'C-C.
CONNECTOR BUDDED
PLATE
CONNECTORSMID B TO BE ANCHORED KIM VZ STAID STEM ]0' ANGLE 2'
WELDED TO ENT PLATE AT TC-C. NOSE DETAILS
R. PAVEMENT
O-SA L DI-SB L DI-]C L WNPEO PAVEMENT
S _ ---- LOW -now
- 1 no
i Y
I I Izm
DETAIL WHEN USED
FOR USE ON (:RIDES ADJACENT TO CURB
FOR WE IN SAGS WITHOUT GUTTER
BON SIDES TO E SYY TRICA SHEET 1 OF
STANDARD CURB DROP INLET
1211 - 3011 PIPE( MAXIMUM DEPTH (H) - 8' 233
VIRGINIA DEPMTIEKT OF TRANSPORTATION SD2
65 DOWELS. B• LONG A dMISSEIF
AT O" C-C JOINT CONSTRUCTION
5' MN.
RIF MCI i1 II _
12'1 MA
B z• n� B
RAW
(SEE TIdEI TRUNCATED DOMES
A SEE SEES 1 O 4 FOR OETNLS
SANS TO MATCH FACE
O ROADWAY CURB
BACK OF CURB
ZQ •1
SECTION A -A
MSBMF
caraTRucnaN
JOM
SECTION B-B
NOTE: FOR EXERA NOTES ON THE DETECTABLE WANING SNNFME,
SET: SETT CUP 4.
TYPE B
PARALLEL APPLICATION
ROMWAY GRADE
N PERCEN
MIMMUN RAID LENGTH
IN FEET
P CURB V CURB
0
4
6
5
2
5
B
J
6
6
4
B
12
5
10
IS
6
14
b
NOTE:
THE REQUITED WHOM OF A PARALLEL RMP
IS LIMITED TO S FEET,RECARDI O THE
SLOPE.
e
B
CAR
B
ASEE SHEET
IO 4 FOR DETAILS
BACK OF CURB 12.1 MAX.
48HMM.
20:1
, A -A
�2� SECTION
RMISSIEE
coreTRIDnW
JOM
SECTION B-B
NOTE: FOR MI MI& NOTES ON THE DETECTABLE
WMNNG SURFACE,
SEE SHEET 1OF 4.
A 4'SWME LANDNO
MCA OMTSCE OF
Y
TRAVEL•WAY ALL
J
BE PROVIDED WITHIN
G
THE MARKED
_;
GROSSWALK MEAD
D5
502
iV-iPild =n �W uT,ll��IF, i,=
_
N 1=lI:N :�1dL�
E
I
TYPICAL PLACEMENT "^A'" -
AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION
WITHIN CROSSWALK WITHIN CROSSWALK
(WITH BUFFER STRIP)
THIS DESIGN TO E USED FOR CONSTRUCTION THAT MCORPORATES WIDER SDEWMA. LIMING
DOA'STWFIOICTION.6FFETATFCFP.IOFTEOUNCE RIIXNR6'I'P' NINILY CURB RAWP LENGTH 6 FEET FOR NEW
CG-12 DETECTABLE WARNING SURFACE
TYPE A (PERPENDICULAR) APPLICATION
VIRGINIA DEPARTMENT O TRANSPORTATION
TABLE OF QUANTITIES
TIDE
LSLOT
AREA OF
REINFORCING STEEL
0RAa6b
FBARS
A
Mae
BIAS C
BARS
0
SASS
E
BARS
F
BARS
C
WEIGHT
FL
S . FL
Ou VdW
N.
Lln. FL
W.
I FL
W.
Lin. FL #
Ne.
Lin. F
NN
Lin. Ft.
Ne.
LIN FI, #
W.
Un. FL
LEA.
q-3A
2'HP
1.83
2.28
_
_
_
_
I
S-T'
3
3'-2"
_
_
_
_
6
.
22
Y
L53
23W
5
I'-0•
2
B'-T,
5•_T•
3
,•_2^
4
T-0•
3
1'-0"
4
B4
8'
Z75
L0R
5
3'•P
6
W 1III11
J
S-T'
J
J'-2"
4
3'-6•
J
1'+1"
4
1-0•
N1
5
5'-S
10
�- L- ^
T,
3
,'-2pll
4
.• .
,
T.B.
{
d-38
V
4S8
].Iq
5
T•-P
14
6'-T' b III
3
Y-T'
J
]'-T'
{
T'-6•
3
1"..
4
204
12'
5.W
4.3{
5
6'-6"
b
3
S- '
3
3•-z"
4
P-0'
3
1'-0"
{
5
]
1B'
BIB
5.M
5
15'-8•
BE
'- '-
3
Y-T'
3
3'-2"
4
b'-8"
3
1'-8"
4
6'
2.T3
].Ot
D
J.'.
4
8'-T' W P-D"
5
5'-T'
3
3'-2"
8
T-S•'
6
V.,;
2
8'
3,67
3.45
O
2--6^
8
6'-T' b 111
5
5'-0"
3
]'-Y'
6
2'-6"
6
1'-0"
2
6B
D'
LSB
18B
O
]'-p"
12
6'-T'te W.'..
5
5'V"
3
3'-2„
a
£-B^
6
1'b„
O
4..p.1
18
_ .� 12 �_ �.
,
,.-2
.
O-3C
14
8.42
4.77
O
5'-T
20
e'-T' iW e'-O"
'•
,
8-2"
8
1'-0"
2
16'
T.]3
i21
D
6'-W'
24-T'
'- "
5
6'-6'
8
1'i'•
S
•-
26
6._T.. b 5._ "
-
y
.- .
T�_ .
6
p ..
J
20'
B.T!
606
1D
B'-Y
32
8'-T' In 6'-A"
6
YT'
]
3'-1'
6'-B'
6
THS,
2
43B
NOTES
Lic. No. 03579L,
L 8/12/21 ,4J
(�
r/
Z
0
r
z
O
olI
z
0
u
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U
� 1
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� I
� '
z
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in
/
W
a
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W
CL
LU
LU
F-
z
W
f
0
O
0
>
W
CL
0
W
W
0
O
LID
L DEPTH OF INLET (N TO BE SHOWN OCR PLAYS T. 04 X B" SMOOTH DOWELS AT ARIMMATELY IS. THIS AREA MAY E EMTIEN. N WHICH CASE
1z" C-C TO E PLACED N ALL AREAS ADJACENT THE EXPANSION JO E S WILL APPLY ONLY TO
2. THE •'H" DIMEN" SHOWN ON THE STANDARDS TO MUTING CONCRETE TO PREVENT CURB AND GUTTER.
AND SPECIFIED ON THE PUNS BULL E SETTLEMENT
MEASURED FROM THE INVERT OF THE OUTT LL M. CONCRETE QUANTITIES SHOWN ME FOR DEPTH
PIPE TO THE TOP O THE STRUCTURE. E. 3" DIAMETER WEEP HOLE TO E LOCATED TO CHI O 5'-2" WITHOUT PIPES. THE MOUNT
PLAN "N" DIMENSIONS ME APPROXIMATE ONLY pRNN SLWBA4 MATERIAL. WEEP WITX DISPLACED BY PIES MIST E DEDUCTED TO
FONT ESTIMATING PURPOSES AND THE A'CNA QI-XI2•' PLASTIC HNOWME CLOTH ., MESH OBTAIN TAME QUANTITIES. FOR NETS O
DIMENSIONS SMALL E DETERMINC BY ME OR GALVANIZED STEEL WEE. MINI WRE DIFFERENT BURNS ADD OR SUBTRACT 0.32
N
O
U
O
-
CONTRACTOR FROM TOLD CONNECTIONS.OANETEF 0.03^. MIMEER 4 MESH HMO ARE ITONS. W WBIC YARDS OF CONCRETE FOR FRESH FWT
CLOTH MCMRED FISHY TO THE OUTSIDE CE DEPTH.3.
WHEN SPECIFIED ON THE 0.MTHEATNVERT E 6 OF TSTECTURE.
W
N
N
N
N
N
TO E SNIPED N ACCORDANCE NDOF AA A CE WIN STANDARD A. LENGTH 62E FORKAS SHOWN ON EET 1
IS-1. THE COST O FURNISHING MO PLACING ALL p. AL REIHORCSHALLG STEEL SHALL RAVE A MOFN. 2 6 BE L+bD " AT 4.LBS/FT..
MATERIALS INCIDENTAL TO THE SHAMBEVE ING IS TO COR OF2".
IrvW1OED N THEM PMLE FOR FACE STRUCTURE, NL # DENOTES LENGTH OF OE (1)BALL
Q
O
C)
N
N
' 1
-
IN THE EVEN THE INVERT OF THE OUTTI D. kL REINFORCINGSZEEL TO E CUT CLEAR OF ro. N1 REINFORCER SAM TO BEW5.
N
M
f•\'I
00
4. PIPE IS HIGHER THAN THE WTTOM O: THE
0
STRUCTURE TINE INVERT OF THE IL CREI FLAX CONCRETE 6 TO SE CLASS AB 20. WHEN INLET IS USED IN 4'-0' MCI BACK OF
SH LL BE j11RPED WITH CEMENT MORTAR TO (WOO PS). PRECAST CONOETE IS TO BE INLET IS TO E SHAPED TO CCKOIM TO
C
PREVENT STARING ON PONDING O WATER 4000 PS. PROPOSED CURB.
W THE STRUCTURE ME BUST DF FUN6sNrvc
DID PLACING AL MATERIALS R CENT& TO CE LENGTH OF SLOT Q-) WILL. IN EVERY CASE, BE
THE SHARING 15 TO E INCLUDED IN THE BID SHOWN W 0. MS.
PRICE FOR THE STRUCTURE.
13. FIN IS IN MITI CURB OR
PROVIDED WHEN H IS AL CURB, BUFFER
WITH INTEGRAL CURB COTTER IS TO E
6. STEPS A(E IN TO
(SEE
>
. R
OR GREATER. FOR DRN.S SEE STANDARD ST-1. OMITTED
)ST- M 0RM.1.
6. THIS REM MAY E PRECAST OR CAST-H-PLACE. 44. STANDARD NETS MAY E CONSTRUCTED WITH
73
CONCRETE ULOCKS IN MCOIDANCE WITH THE
_ _
U
DETAILS BROWN ON STANDARD DMWOG 01-16.
-
c
OP
W 1211 -STANDARD CURB
301 PIPE: MAXIMUMRDEPTHE() - 8'
VIRGINIA DEPARTMENT OF TRANSPORTATNON
A WFl
I PERMISSION" CONST.
5' W. JOM
I
4 TNNCATED DOMES
I1DA1 AEJ SE 9 IM 4 FEW ORALS
it 11 TANGENT PLAN
a 2'-0•
CROSSWALK aAd( DF I CCITT,
PO'1
TYPICAL PLACEMENT _
AT INTERSECTION
WITHIN CROSSWALK 2'1#''
SECTION A -A
NOTE, FOR, GENERA NOTES ON THE DETECTABLE WARNING SURFACE.
SEE SHEET I OF 4.
SUR
1011CG-12 DETECTABLE WARNING
TYPE B (PIARALLEL) NIA DEPARTMENT MTAPPLICAT ON FACE REV�'o05
GO
Ew-Iz
TOP OF CUT PAT LINTS FOR ITYRCA)
CUT OUTLET PIPE TO
4_^• rPAVEMENT BEGIN WITH 45'
LICENSE DITCH LIKE ELBOW
RL BCRADE SHOULDE LINE / '7
CROSSDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAVEMENT
CENTER LINE SECTION TRAVEL LMESA
(WTH TYPE ISELECT MATERIAL)--CL---- NSF. - _xA Y/ --G.--
45• /
TRENCH PLACEMENT EDGE OF PAVEMENT - PAY UNITS FOR
BURET BE TO
SHOULDER LIME WO ELBOW
As-
r. PAVEMENT SFACE 6 BASE
TOE OF FILL SUBBASE UR
O 1� EW-12
(TYPICA)
•.i•o• •eo Ia �-SELECT MATERIAL TYPE IORB O�`y,
• • • • • "INS) HI.RE ATE. XB AGGREGATE OR CRUSHED .•99
r •.. ). GLASS MEETING 48 GRMATON REQUIREMENTS. PLAN VIEW
-I,-x I CEOTE%TLE MANAGE FACING
(PLACEMENT OF CD-1 CROSSDRAIN)
DR �- PAVEMENT SMFAE L BASE
r SUBBASE OR CEMENT STABLIZED SUBBASE
S SELECT MATERUL TYPES OR SUBGRADE
:;::'- Pc Y e'e'e�e ~(CEMENT OR LIME STABLIZEO
GEOTE%TILf N5T AGGREGATE. 60 AGGREGATE OR CRUSHED
GUMS YfETWG p6 GRABATON REQUIREMENTS.
OMNILE T GENERAL NOTES
FAR M
NON -PERFORATED OUTLET PIPE
CRUSHING STRENGTH
TYPE OF PIPE
XW,T. 4" NOW. DIAMETER 1 XW.T. 6" NOW. DIAMETER
SMOOTH WILL PVC
.103
1
1 1
SMWTI WALL PE
TO PSI XXX
70 PSI NMI
1. UNLESS SPECIFICALLY INOCATED.CROSSDRNN WILL NOT E
LOCATED AT THIS PONT WHEN WTH SUBBASE AND SUBGRADE ME STMILQED.
2. MICRON SHALL BE FILLED WITH AGGREGATE AND TIRWGNT HAD TAMPED TO
NWRE COMPACTNESS.
3. OUTLET PIPE VAL. BEGIN AT THE EDGE OF THE TRAVEL LME PAVEMENT AND
5XALL BE PLACED ON A GAME PARALLEL TO THE SHOULDER SLOPE 22MM(3 %
DESRABLE) GRAPE.
4. ON CURB MD GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE
OUTLETS FOR CROSSDRNNS• THEY ME TO BE LOCATED W AS TO DRAB! INTO MOP
INLETS OR MANHOLES.
5. ON SUPERELEVATED SECTIONS. TRENCH IS TO BE UNDER ENTIREPAVEMENT MCA
WITH OUTLET PIPE ON LOW SIDE ONLY.
6. INVERT ELEVATION AT OUTLET ENO OF OUTLET PIPE TO E A MNMMM OF 1'-0" ABOVE
INVERT ELEVATION O RECEIVING ORANACE DITCH OR STRUCTURE.
T. ALL CONNECTIONS (ELBOWS. WYES. ETC.) WITHIN PAY OMITS FOR OUTLET
PPE ME TO
X WN.L THICKNESS (MIN) - INCHES
BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE.
XXXTESTED MCOMW TO MTM 0-2412 AT 51COULECTION.
6. OUTLET PPE TO E SECURELY CONNECTED TO MOVE OTHER DRAINAGE
STRUCTURE.
`V/DOT
SPEdFOATOI
STANDARD CROSSDRAIN
REEENCE
ROM AND BRIDGE STANDARDS
(AT LOWER END OF CUTS)
VIRGINIA DEPARTMENT OF TRM9MATATION
232
501
701
1EET I O 1
I REVI DATE
07/16
1U604
TYPE C
PARALLEL & PERPENDICULAR
APPLICATION
ROADWAY (NICE
N PERCENT
YWIMN RAP LENGTH
N FEET
4. OLD
W. OLD
0
2
4
1
2
5
2
3
5
3
3
5
♦
4
5
5
5
ID
6
T
14
7
13
b
8
15
0
NOTE:
THE REQI D LETNCTN OF A PARALLEL RAP 6
LIMITED TO 15 FEET, SUMMERS OF THE SLOPE.
SIMN 2 02
� a
� IINIII
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITH BUFFER STRIP
THE g1FCTION OF CUM TYPE AND THE CONFIGURATION OF THE
UTILITY STRP MAY MANY TO MEET EXISTING FIELD CONDITIONS
AND ROADWAY DEONEINGS PROVIDING THE ONINSORS AND
SLOPES ME AS NOTED.
,2:1 MA'L
5 %
2'L = AT X.2" NNE
HER THAN -\` ATXJK.AW, AS 7. OF CUD
THIS CORNED OMNIEL L PERPENXCULM) DESIGN FOR ALTERATIONS CM BE
USED WITH ROUGHING BUFFER STRIP. LADNO AT BOTTOM O TWO SAID SCES
WITH W" K W" MR. DIMENSIONS ME SHORT PERPEIDOULM RUN TO THE STREET
CAN E PROTECTED BY A I-MEWNEO SETBACK OR CONNECTED TO THE SCEWMX
WITH A WARPED SURFACE.
CG-12 DETECTABLE WARNING SURFACE
67105 TYPE C (PARALLEL & PERPENDICULAR
) APPLICATION 502
VIRGINIA DEPARTMENT O TRANSPORTATION
EW-12
PI AN
SECTION A -A
L SLOT ETA.
WITTED FOR EASY
I REMOVAI
A
ISOMETRIC
&WINM RIVETS
OR BOLTS
4•' X 8" ALUMINUM PANEL. '
C.OBO OR OX THICK U C
D D
CAVANZED U-TYPE 2" BLACK LETTERS PI -AGED
ROLLED RAIL STEEL VERTICALLY ON MARKER
PAST AT 1.W LBS./FT. PLATE WITH WRITE BACKGROUND
ID. FOR UNDEWRNNS
"W" FOR OR MANS
UNDERDRAIN OUTLET
MARKER DETAIL
NOTES:
1. TYPICAL ENDWALL TO E PLACED AT THE ENDS OF AL UDERECAN OUTLETS, SMRINC EXACTIONS
WHERE CIMMERNN 15 TIED INTO OTHER MANAGE STRUCTURES. ENDWML TO BE INSTALLED
PERPENdWLM TO ROMWAY AND FLUSH WITH THE MORE.
2 OUTLET PPES SxAL L BE NICEWNPERFORpiEO SMOOTH -BORE WIRE MEETING THE RFOLREMENTS
WE I.D.
SLOPE
DIMENSIONS
CLASS AS
CONCRETE
CUBIC YM05
OF 70 PalTESTED ACCORDING TO ABTM 2412.
3. E%PRIDED STEEL MESH (FLATTENED) SHAD HAVE MEANINGS OF A➢PRO%. ' % 1• AND WDON MPRO%.
O.B2 LBS. PER W. FT. MESH SHN-L BE GALVANIZED N MWRDANCE NT AS1M A-W. THE MESH
SHALL EXTEND A MINIMW O V MOVE THE O.O. OF THE PPE. AND IS A BANNER FOR RODENTS ETC.
TE SLOT FOR THE STEEL MESH 6 TO BE CONSTRUCTED SO THAT THE MESH CAN E REMOVED FOR
CLEMOUT PURPOSES.
4. INS ITEM NAY BE PRECAST OR CAST IN PLANE. CAST IN 0.ME CONCRETE IS TO E
CLASS U (30W PSCI PRECAST CONCRETE IS TO E CLASS M (4000 PENWELL
5. STEEL POSTS SHALL BE G&VMZED IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS.
ALUMINUM MARKER PLATES SHALL BE ASTM MOO ALLOY 6051-TS OR 5052-H3NF. SHEETING FOR
L H
4•
2a
a-s "
I•a
0.1E
1"
BE
3'-5 "
1'-1 "
0R5
4
4:1
♦-B
1'-1' "
O.W
8•
2:1
2'-D
I'-5
0.20
6'
3:1
4'-
r-4
0.30
G"
4:1
5'-S'
1'-3 .'
0.39
WHIT eACKCFouno ND eLAf:H LFrrFRs SNAL CONFORM TO sEcrKIN MICIF THE ROAD AND
BRIOOE SPECIFCATKNS.
6.
MARKER SHALL BE PLACED AT AL EW-12 INSTALLATIONS FAT" 2 INCH LETTERS RACED VERTICALLY
DESIGNATING UNOERGRNNS WITH W" AND CROSSORNNS MTH W.
T.
WARNER FALL BE PRO FOR IN ACCORDANCE NTH SECTOR! WI OF THE
ROAD AND ABRIDGE
SPECIFICATIONS.
A COPY OF THE ORICIM� NGPIPON
$FEfIDATIW
ROM AN`��S ANDNOS
STANDARDE
I
NSDWLED ALLG FORNCELEUIN NDERDRFAIN
VIRGINIA DEPARTMENT OF TRANSPORTATION
REFERENCE
05
233 )Ot
I 302
I 501
MEET 1 OF 1
REVISION DATE
N/20
0132
CY)
ICI
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1
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ad <T
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Y
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�I
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0
z
Q
C2 FJi
I
T� w
^< Q
06
E..�n
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W
UJI
Ole2
CL U)
JOB NO.
182154
SCALE
AS SHOWN
5
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
ewe B. INITIAL BACKFlLL U;61
MN. BEDDING
STONE
• STABLE SOIL ROCK
SCRAPE THE 1301 OF THE TRENCH, REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
088 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
U�R�ANULAR
INITIAL BACKFlLL
UNSTABLe" 4 e•
MM MIN. #68 STONE
FILL AS •+a.ROVED BY ACSA . 'rrr•. \
T CK* STABLE SOIL DR ROCK,
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2• NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFlLL.
3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
TD-2
TO TREE
JG DETAIL
H EDGE AROUND
AREA TO BE
ED
TO FOOTBALL PIT
NOTES,'
1. SET TREE PLUMB PRIOR TO STAKING.
ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
-1 TREE PLANTING
NOTES:
1, SET TREE PLUMB PRIOR TO STAKING.
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD
AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER
THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING.
4. IMMEDIATELY SOAK PLANT WITH WATER.
5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY
RELATE TO THIS INSTALLATION.
SPECIMEN SHRL
(AS SPECIFIED C
DRAWING
RENCH EDGE AROUND
NTIRE AREA TO BE
ULCHED
•11110
„ n '
:.; ;LE TO TRE ,.
ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
INTS
,I
-7
PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL
SRE OF FE W.YD. CU.YD.
BEND L H T L X T
90 290 250 101 0.24
4• g 6• 45 200 225 2.60 0.15 200 2.25 2.50 0.15
22 1/2 1.50 200 252 0.10
it 1/4 1.50 200 250 0.10
90 3.88 Sib 3.21 0.4e
45 2.86 286 277 0.28
� 221/2 1.66 218 269 0.13 3.78 297 2.88 0.32
111/4 1.66 21B 267 0.13
DO 4.83 3.63 3.42 0.83
10" 4 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 283 0.52
221/2 2.33 258 2.86 0.24
111/4 1.83 233 2.[14 0.18
VieIt
w
GUYING DETAIL CONSISTS
I GUYS,SET 120' AROUND
AT PIT ON "UPHILL" SIDE
ER TO TREE
KING DETAIL
1PACT EXCAVATED SOIL
FORM FOOTBALL PIT
DOWNHILL SIDE OF TREE
NCH EDGE AROUND
RE AREA TO BE
CHILD
ER TO ROOTBALL PIT
AIL
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT
TREE PLANTING ON SLOPE
JEU I IUN N. I A.
BACKFlLL TO TERMINATE
AT TOP OUTSIDE LIMITS OF�
ROOTBALL
ADD MULCH OVERTOP OF \
FOOTBALL AND PLANTING PIT
LIMITS, BEGINNING AT NO MORE
THAN 7" DEPTH AT TRUNK AND
TAPERING UP A DEPTH OF
3" AT PLANTING PIT LIMITS,
THEN TAPER TO PROPOSED
FINISHED GRADE
I. VARI S
REFER TO TREE
STAKING DETAIL
-7
PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL
SRE OF FE W.YD. CU.YD.
BEND L H T L X T
90 290 250 101 0.24
4• g 6• 45 200 225 2.60 0.15 200 2.25 2.50 0.15
22 1/2 1.50 200 252 0.10
it 1/4 1.50 200 250 0.10
90 3.88 Sib 3.21 0.4e
45 2.86 286 277 0.28
� 221/2 1.66 218 269 0.13 3.78 297 2.88 0.32
111/4 1.66 21B 267 0.13
DO 4.83 3.63 3.42 0.83
10" 4 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 283 0.52
221/2 2.33 258 2.86 0.24
111/4 1.83 233 2.[14 0.18
VieIt
w
GUYING DETAIL CONSISTS
I GUYS,SET 120' AROUND
AT PIT ON "UPHILL" SIDE
ER TO TREE
KING DETAIL
1PACT EXCAVATED SOIL
FORM FOOTBALL PIT
DOWNHILL SIDE OF TREE
NCH EDGE AROUND
RE AREA TO BE
CHILD
ER TO ROOTBALL PIT
AIL
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT
TREE PLANTING ON SLOPE
JEU I IUN N. I A.
BACKFlLL TO TERMINATE
AT TOP OUTSIDE LIMITS OF�
ROOTBALL
ADD MULCH OVERTOP OF \
FOOTBALL AND PLANTING PIT
LIMITS, BEGINNING AT NO MORE
THAN 7" DEPTH AT TRUNK AND
TAPERING UP A DEPTH OF
3" AT PLANTING PIT LIMITS,
THEN TAPER TO PROPOSED
FINISHED GRADE
I. VARI S
REFER TO TREE
STAKING DETAIL
GUYING DETAIL CONSISTS
I GUYS,SET 120' AROUND
AT PIT ON "UPHILL" SIDE
ER TO TREE
KING DETAIL
1PACT EXCAVATED SOIL
FORM FOOTBALL PIT
DOWNHILL SIDE OF TREE
NCH EDGE AROUND
RE AREA TO BE
CHILD
ER TO ROOTBALL PIT
AIL
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING
2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT
TREE PLANTING ON SLOPE
JEU I IUN N. I A.
BACKFlLL TO TERMINATE
AT TOP OUTSIDE LIMITS OF�
ROOTBALL
ADD MULCH OVERTOP OF \
FOOTBALL AND PLANTING PIT
LIMITS, BEGINNING AT NO MORE
THAN 7" DEPTH AT TRUNK AND
TAPERING UP A DEPTH OF
3" AT PLANTING PIT LIMITS,
THEN TAPER TO PROPOSED
FINISHED GRADE
I. VARI S
REFER TO TREE
STAKING DETAIL
BACKFILL CUT AWAY ALL WIRE BASKETS ��\` ��\\ \\��\\ORIGINAL SOIILH FROM PLANT
����/����
AND/OR NON -BIODEGRADABLE
���/ PIT EXCAVATION IF LOOSE. IF
4"
ROOTBALL WRAPPING AFTER
EXCAVATED MATERIAL IS NOT
MIN,
FINAL TREE PLACEMENT.
LOOSE, SUBSTITUTE WITH
BURLAP ROOTBALL WRAPPING
ACCEPTABLE TOPSOIL
TO BE UNTIED FROM TRUNK
MATERIAL. AMEND BACKFlLL
_
'L=_�-
,.,,,;..::=IIII'
AND CUT AWAY TO A POINT
PER SPECIFICATIONS. COMPACT
IIII=IIII
';::;:';' :
- ;•..IIII-I
AT LEAST 1/2 DISTANCE DOWN
BACKFlLL IN LIFTS BY FOOT.
_
_
FOOTBALL
WATER THROUGHLY AT 1/2
ROOTBALL
DEPTH.
:
SCARIFY BASE OF PLANT PIT
I
WHEN EXCAVATING
RETURN AND COMPACT LOOSE
IIIII=
II
AND LOOSEN ALK
EXCAVATED MATERIAL TO
HARDPAN (REMOVE AS
PLANT PIT TO ESTABLISHED
'IIIII'-IIIII-IIII
IIIII-I�IIIII=ITII=III
I=1
NECESSARY TO FACILITATE
PROPER DEPTH PRIOR TO
IIIII=I= I-IIIII=IIII=I
T-IS II J(=IITI_II((=�j=(III(-11111-
1=I=LIL=11-
'I1-'I1''II
DRAINAGE(
PLANT PLACEMENT
NOTES:
1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION
WHERE SOIL CHARACTERISTICS ARE NOT
REFER TO FOOTBALL PIT
AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN
DETAIL
TERMS OF PLANT SURVIVABILITY OR WARRANTY,
2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT
OF ANY PLANT DAMAGE EXPOSED BY,
OR INCURRED DURING, PLANTING PROCESS.
SHRUB PLANTING
ROOTBALL PIT
a)
4
ip SECTION N.T.S.
12 SECTION
N.T.S
Top View I'
o'
6' MINIMUM ° 4' MINIMUM
° fi
4' MINIMUM
4
•a Qw
NOTE: RESTRAINED JOINT FITTINGS.
- Side
- - - - - 42" Minimum u
CertlfketlOn of 95R
Pm,paclbn Fequlretl .III °.
p.
Galvanized Steel Beam,
WI2 x 14 (min. size) � .A
3' min. penetration into undbiul'blKl 45
soil . or as approved by the <
ACSA.
TYPICAL THRUST BLOCK IN FILL AREA
HITS
FIG. W-3B
TD-s
I' eal�� Y LMIp PRS MU-2ag�cQ
`v f FM WE DN ATIIOIF➢ 3NW[ DRYLY
Rf9DBnVA 6FAW(i6 OR DUAL RE90ENDAL
MID IRAOAIMN 6FAMC[A
1'v1'B lfL
MI6
FD NFAIm FnRNaS
3'
Lnw g£w,r•c
-- 1• e4MTENWa1 + 3/4• MILT PPE CDINAM
Q A19110Ym L131AL
r T,1c x•
SY.IF'T COPPTA
O POI( U6[ W OflAOMBO MI FAMILY
IE9ODII,AL 6W,Q WIK AR NNDAXON
N111FA R NOi PROYBE0.
SINGLE SERVICE
NOTE
1) 9AODLfS SIVAL BE USES, W PLC PPE,
rwP Plax uD
fi®If116WYE
tY-te
I� _ YETEA
I ' Ipll
to eeo otAwN• �
"E1Fl
DaeeRlnDHl 6TYr � �F :� ��N�WAY
6,10 tlf MST YMLA .}y'IVIJM.. rt`<,p.'" A' a41CR11 MMI %PL IY
�MNMAwi 11 WYX7�� �7 `FL'•iw'•,i� :'anw*,rw u sNEc. gt�,n 6Ni ADOE�cA1E
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
N75
FIG. W-8A
m_tn
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" : 1' MIN
Y AY r BRANCH
2'
REMAINING
FLEXIBLE CONNECTION J NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
CONNECTION R BOOT "
o INSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
HITS
FIG. S-I-B
TD-27
ASfN ATB AND XIX NUT
ASM A9B6 (1YP)
UNDISTURBED l%AiH INNSIURIED
z - a 4• sat (Tw)
ALL-
AM1T]L MAIN
VALVE �
Y.1
2L•YN
UNpSNRBm FAR'TH 17dM
4 I:'uii iC1.155 A-3 CONCRETE
UNDISTURBED
I SECTION
NOTE
1. ALL RODS AND FASIENEI6 GUMSHALL BE GNTWO COATS OF ASPHILTIC PAINT AFTER ASSEMBLY.
2. CONTRACTOR SNNi ENSURE THAT THE IXXUR BFNt^ AGAINST UNDSTRBED 501E FOR THE MINIMUM
OMYEN90N SHOWN.
3. aMl7TSM]NS SHOWN BEYOND THE 11ENa1 mDIN ARE ABSOLUTE MINMIM. F THE TRENCH WIDTH 5
URGER WRING CDNSIRUCTION, 111E DOLLAR p1ETnifxd5 SHALL NCREA•E ACCORDINGLY.
CROSS ANCHOR RESTRAINTS FOR VALVES
Nf5
Fig. w-x
COVER LIFT NOTCH
12 3/8'
WATER
CAST IRON LID
H
NOTES:
(1) A 1-3/4' DIAMETER HOLE IS REQUIRED IN THE LID FOR MUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
HITS
FIG. W-7
TD-13
\E
\E n
v�
- cG 9EA 8E9 6
q Q a l Pal, E
7S nw C ti
p0 I�. Gq
i 2 W Yw d
O
�[• $Lp �Cy _ r
NE+VC s Al 2
a` N� w
oIll,
TYPICAL MANHOLE FRAME & COVER
N,T,B
FIG AHD
TD-31
to eeo otAwN• �
"E1Fl
DaeeRlnDHl 6TYr � �F :� ��N�WAY
6,10 tlf MST YMLA .}y'IVIJM.. rt`<,p.'" A' a41CR11 MMI %PL IY
�MNMAwi 11 WYX7�� �7 `FL'•iw'•,i� :'anw*,rw u sNEc. gt�,n 6Ni ADOE�cA1E
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
N75
FIG. W-8A
m_tn
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" : 1' MIN
Y AY r BRANCH
2'
REMAINING
FLEXIBLE CONNECTION J NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
CONNECTION R BOOT "
o INSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
HITS
FIG. S-I-B
TD-27
ASfN ATB AND XIX NUT
ASM A9B6 (1YP)
UNDISTURBED l%AiH INNSIURIED
z - a 4• sat (Tw)
ALL-
AM1T]L MAIN
VALVE �
Y.1
2L•YN
UNpSNRBm FAR'TH 17dM
4 I:'uii iC1.155 A-3 CONCRETE
UNDISTURBED
I SECTION
NOTE
1. ALL RODS AND FASIENEI6 GUMSHALL BE GNTWO COATS OF ASPHILTIC PAINT AFTER ASSEMBLY.
2. CONTRACTOR SNNi ENSURE THAT THE IXXUR BFNt^ AGAINST UNDSTRBED 501E FOR THE MINIMUM
OMYEN90N SHOWN.
3. aMl7TSM]NS SHOWN BEYOND THE 11ENa1 mDIN ARE ABSOLUTE MINMIM. F THE TRENCH WIDTH 5
URGER WRING CDNSIRUCTION, 111E DOLLAR p1ETnifxd5 SHALL NCREA•E ACCORDINGLY.
CROSS ANCHOR RESTRAINTS FOR VALVES
Nf5
Fig. w-x
COVER LIFT NOTCH
12 3/8'
WATER
CAST IRON LID
H
NOTES:
(1) A 1-3/4' DIAMETER HOLE IS REQUIRED IN THE LID FOR MUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
HITS
FIG. W-7
TD-13
\E
\E n
v�
- cG 9EA 8E9 6
q Q a l Pal, E
7S nw C ti
p0 I�. Gq
i 2 W Yw d
O
�[• $Lp �Cy _ r
NE+VC s Al 2
a` N� w
oIll,
TYPICAL MANHOLE FRAME & COVER
N,T,B
FIG AHD
TD-31
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" : 1' MIN
Y AY r BRANCH
2'
REMAINING
FLEXIBLE CONNECTION J NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
CONNECTION R BOOT "
o INSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
HITS
FIG. S-I-B
TD-27
ASfN ATB AND XIX NUT
ASM A9B6 (1YP)
UNDISTURBED l%AiH INNSIURIED
z - a 4• sat (Tw)
ALL-
AM1T]L MAIN
VALVE �
Y.1
2L•YN
UNpSNRBm FAR'TH 17dM
4 I:'uii iC1.155 A-3 CONCRETE
UNDISTURBED
I SECTION
NOTE
1. ALL RODS AND FASIENEI6 GUMSHALL BE GNTWO COATS OF ASPHILTIC PAINT AFTER ASSEMBLY.
2. CONTRACTOR SNNi ENSURE THAT THE IXXUR BFNt^ AGAINST UNDSTRBED 501E FOR THE MINIMUM
OMYEN90N SHOWN.
3. aMl7TSM]NS SHOWN BEYOND THE 11ENa1 mDIN ARE ABSOLUTE MINMIM. F THE TRENCH WIDTH 5
URGER WRING CDNSIRUCTION, 111E DOLLAR p1ETnifxd5 SHALL NCREA•E ACCORDINGLY.
CROSS ANCHOR RESTRAINTS FOR VALVES
Nf5
Fig. w-x
COVER LIFT NOTCH
12 3/8'
WATER
CAST IRON LID
H
NOTES:
(1) A 1-3/4' DIAMETER HOLE IS REQUIRED IN THE LID FOR MUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
HITS
FIG. W-7
TD-13
\E
\E n
v�
- cG 9EA 8E9 6
q Q a l Pal, E
7S nw C ti
p0 I�. Gq
i 2 W Yw d
O
�[• $Lp �Cy _ r
NE+VC s Al 2
a` N� w
oIll,
TYPICAL MANHOLE FRAME & COVER
N,T,B
FIG AHD
TD-31
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLDII
VILLE THREADS WHICH IS
QTHE
LOCAL STANDARD.
LENGTH OF BRANCH VARIES
6' MN 2' TO 10'
7 W. FT.
p6B STONE
47WIN : •• GATE
••., VALVE •
I 1•
+ ' HE.s
25M P.S.I. CONCRETE
BASE THRUST
MRU5T •,/y. (!•�!I R /
BLOCK AND
UNDISTURBED STABLE
SOIL. STEEL PILE
I RESTRAINED JOINT FITTINGS
'MEN THE IS IS LOCATED
DISTURBED A IL WEN
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCR I A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE :
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE
2, MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
1 FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOIL
4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH,
IT IS NOT ALLOWED N THE DITCH.
S. HERE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S,
FIG. W-4
TD-8
FRAME &COVER
(SEE FIG. S-I-D,E)
\\
SLOPED AREA
STREET SURFACE OR
NON -PAVED AREA
1'-0" MAX
RUBBER COATED STEEL 3'-0° MIN
STEPS CAST IN PLACE
PRECAST REINFORCED
CONCRETE SECTIONS 12" MIN
"O" RING SEALS 4 16TMAX
MINIMUM ELEVATION }
DIFFERENCE ACROSS M.H. 5" 4'-0'
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH OF FLOW CONCRETE---, ' • VARIES
CHANNEL TO BE LL
TFlLLETS
3/4 DIAMETER OF ,
CONTRIBUTING -- �+=--
SEWER. `
A FILLETED INVERT OR A SM00 4 •'4. . '•! ...' 12"
TRANSITION OF FLOW BETWEEN
INLET g OUTLET PIPE SHALL BE
PROVIDED. MIN. 6" BEDDING
NOTE : W/ N0. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SdL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE SECTION
SHOWING BRANCH TIE-IN
N.T.S
FIG. S-I-A
TD-25
SEWER SERVICE LATERAL CONNECTION NOTES:
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROMN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
1 MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2R
(1/4" PER FOOT )
�Q
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
2' MIN
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAYS A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND
MARKER
PLUG END OF -
MAIN LINE I SECTION SERVICE LATERAL
IN LINE WYE-TEE
PLAN
VARIES
Q
SEWER SERVICE LATERAL CONNECTION
PLACE 5' GALVANIZED " WITNESS " POST WITH
PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE
WITH PART V. SECTION G OF THESE SPECIFICATIONS.
SET DOGHOUSE BASE + •- EXISTING SANITARY
ON CONCRETE BLOCKS SEWER PIPE
DOGHOUSE OPENING SHALL A• MIN. 12' CLEARANCE
BE MUORMED BY '~ BETWEEN EXISTING PIPE
MANUFACTURER DR ••. •.• : •• ,'. •'... • AND BETWEEN
BEING P
SAW CUT TO FIT PII>E
OUTSIDE DIAMATER
PLUS 6".
t t I2' THICK VDOT
No. 68 STONE BEDDING
e'X8'X78• AND 4%8•X78•
SOLID CONCRETE BLOCKS
GENT( w/RI5( DOGHOUSE MAN
WALL (4 EACH) HOLE BASE
I.................................................................... ............ 1....... 11,.......... .
MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING
BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE
ON FIGURE S-1-A WTR 3.000 PS CONCRETE
OR NON -SHRINKING GROUT
ALLOW CONCRETE WRAP EXSTING PIPE WITH
1FLOW A MIN. NEOPRENE GASKET MATERIAL
1'-0• BEYOND BASE BEFORE FILLING THE OPENING
OF STRUCTUREBEFORE
SECURED BY 2 HOW
CORROSIVE STRAPS, 7 ON
EACH SIDE OF OPENING
12' MIN. CAST -IN PLACE
• 3,000 PSI CONCRETE BASE
FOUNDATION SECTION VIEW
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,........................... ,,,.,..,,.....................0........,
NOTES:
1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW
FLOW TO THE EXISTING PIPE.
2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE.
3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6"
OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE
BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN
ACCORDANCE WITH THESE SPECIFICATIONS.
TYPICAL MANHOLE BASE
SHOWING "DOGHOUSE" INSTALLATION
N.T.S
FIG S-1-Al
TD-26
BACKFlLL SHALL
NOT CONTAIN ROCK MATERIAL
36`11
LARGER THAN 5' IN ANY
DIMENSION
24 MI
fNTIAL BACKFlLL'
e"MNJ (B" UF75)
EMBEDMENT • THOROUGHLY COMPACTED
SPRING LINE O BY HAND OR APPROVED
OF PIPE MECHANICAL TAMPER
N0. 68 STONE HUNCHING
BEDDING 6' max
4" min
OUNDATION SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-oF-WAY SHALL BE
BACKFlLLED ENTIRELY WITH N0. 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 N0. 88
STONE SHALL BE PROVIDED'
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. fib STONE "
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NITS
FIG. S-3
TD-34
ICOTT/R. CULLINSIZI
I-.
Lic. No. 0357911'n
4/26/21 w�
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JOB NO.
182154
SCALE
AS SHOWN
SHEET NO.
6
BACKFlLL SHALL
NOT CONTAIN ROCK MATERIAL
36`11
LARGER THAN 5' IN ANY
DIMENSION
24 MI
fNTIAL BACKFlLL'
e"MNJ (B" UF75)
EMBEDMENT • THOROUGHLY COMPACTED
SPRING LINE O BY HAND OR APPROVED
OF PIPE MECHANICAL TAMPER
N0. 68 STONE HUNCHING
BEDDING 6' max
4" min
OUNDATION SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-oF-WAY SHALL BE
BACKFlLLED ENTIRELY WITH N0. 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 N0. 88
STONE SHALL BE PROVIDED'
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. fib STONE "
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NITS
FIG. S-3
TD-34
ICOTT/R. CULLINSIZI
I-.
Lic. No. 0357911'n
4/26/21 w�
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ZOY: Z Z F
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JOB NO.
182154
SCALE
AS SHOWN
SHEET NO.
6
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-oF-WAY SHALL BE
BACKFlLLED ENTIRELY WITH N0. 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 N0. 88
STONE SHALL BE PROVIDED'
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. fib STONE "
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NITS
FIG. S-3
TD-34
ICOTT/R. CULLINSIZI
I-.
Lic. No. 0357911'n
4/26/21 w�
�ti•SIONAL S%-tip'
Z
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ZOY: Z Z F
F
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182154
SCALE
AS SHOWN
SHEET NO.
6
Un <
w 6
g C
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Q
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182154
SCALE
AS SHOWN
SHEET NO.
6
0 z
Q
M
M �
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M
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LLI � o 0
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JOB NO.
182154
SCALE
AS SHOWN
SHEET NO.
6
PRC
SEF
PROPOSE[
w/
EXISTI
MH EX2
ri
STA:4+00.10
/
X N w
RIM:758.34
=gg
INV OUT. 75434TOMH1
755 m 0
/
755
0X,
00
m
/
00 0) p m
m
01 O 61 0
rl
o
m
EXISTIN
m
N r,ZZ0
GRADE
o
75 x"ag>>>
/ /
750
�iLnit?zz
0
-- v0
-
=o
8S LF��//
o200
74 O °n N /
Q
/ / / /
EXISTING MH EX
(TO REMAIN). SANIT
RYSEWER1
745
0 t O rKMAiiUNbASlEVUN
0 00 n nF
/
/ / /
DESIGN&ASB 111;ILT
DATA. THE SEWE
BETWEEN
X mZZ7
//
///
MH EX2&
HEXi TIES INTO MH
iWITH A
O
W - - O
Q
/
/ /
DROP STACK. CONTRACTOR
SHALL FIE
LD VERIFY
= > > >
/
/
ELEVATIONS F
RICER TO ORDERING A
DNOTIFY
THEE
GINEER OF ANY DISCF
EPANCIES.
/ /
740 /
JC /
740
SQFL'y^
PROPOSED DOGHOUSE
MANHOLE.
L
V / /
CONTRACTOR SHALL
INSTALL
//
NEW DOGHOUSE MA
HOLE IN
1o39a
ACCORDANCE WITH
MINIMUM
ACSA STANDARDS. S
TD-26 ON SHEET
E DETAIL
735
/
5FOR
ADDITIONAL INFORMATION.
735
EXISTING SMITARY SEWER
730
REMAIN)CONTAINS A DROP
730
EXISTING MH EXi(TC
STACK. DROP STACK
S CONCEPTUALLY SHOWN & SHALL
BE FIELD VERIFIED PR
OR TO ORDERING STRUCTURES.
II
DROP STACK IS ANTI
IPATED TO BE LOCATE D
72 5
APPROXIMATELY 4' B
SANITARY SEWER&
LOW THE MH RIM ELEVATION.
H INFORMATION BASED ON
725
APPROVED DESIGN &
ASBUILT DATA. CONTRACTOR
SHALL NOTIFYTHE El
IGINEER OFANY DISCREPANCIES.
APPROXIMATE LOCK
ION
OF EXISTING DROPS
CK
]20
F')
720
It 00 't m
rl M
0+50 1+00 1+50
STR:2 VDOT STD. DI-313 (L=8') STR:2B VDOT STD. DI-36 (L=1o')
TP=748.58 TP=748.58
INV IN-743.25 TO 2B INV 0UT=743.58 TO 2
INV IN=740.00 TO 4
750 INV OUT=739.58 TO 750
PROPOSED GRADE (TYP.)-
POSED SANITARY SEWER
:VICE LATERAL CROSSING
745 FILL
745
-11
VDOT STD. ES-1 (TYP.)
RIPRAP OUTFALL
NG
15" RCP
GRADE (TYP.
27.7o LF Qa 1:
740
`RCP 8%
740
INV. OUT=737.75
1�-3T
735 `'$35.
735
STR. 413 - Svim
PROFILE
730
730
W
N m
00 N
A 00
m
W
4 It
STR:2 VDOT S
INV I
INV
INV
EXI!
PROPOSED 4" DIP SANT
SERVICE LATERP
RELOCA
DI WAT
CR(
0+00
755
0+50 1+00
19%
N
N
Ln
M
00O
0
O
Ql
I
2+00
2+50 3+00 3+50
4+00
VERTICAL GRAPHIC
SCALE
5
° 2.5 5
10
755
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100
TD. DI-3B (L=8')
STR:4 VDOT STD.
TP=748.58
PROPOSED
TP=747-00
N=743.25 TO 2B
GRADE (TYP.)
INV OUT=742.5o T
IN=740.00 TO 4
OUT=739-58 TO
750
TING GRADE (TYP.)
ILL
745
(TYP.
745
-ARY SEWER
L CROSSING 2,0'
1.0'
xj-
740 15 RCP
740
TIED 12" 140,11LF @ i7
ERLINE
)SSING EXISTING 12"
DI WATERLINE
735 CROSSING
735
�
OJ
N
U)
n
�
0+00 0+50 1+00 1+50
STR-4 - STR-2PROFILE
DI-3C (L=14')
02
( IN FEET )
1 inch = 50 ft.
76o
755
750
745
740
735
2
2 200
P O �a N
In 0 m
F wn °o N
0 n 00
> ri 11 11
kP MZZ /
�- -0,
Ha>>>
1nE-ZZZ
/
25-yr)IW DEPTH=751
10-yr IHW DEPTH=751
760
765
755
/ EXI ING 2 " RCP
STORM PIP
EX. INV OUT=7 5.24
ROPOSEDVDOTSTD EC-3,TYP BSTONOE
ITH A 2'DEPTH&FIL ER FABRI
NDERLAYMENT. RIP AP TO EXT ND FROM
XISTING PIPE OUTFA L(TO REM UN) TO
ROPOSED CULVERT NDWALL.
INV. IN 749.00 745
'ROPO ED CULVERT 9PENING
:EDIRE TING OFFSITEIRUNOFF
I=9
735 1
EXISTING 12" DI
WATERLINE
CROSSING
/�✓
730
730
/
i' M I
.
PROPOSED //
PROPOSEDSTR.6T
RECEIVE RUNOFF FROM
DRY GRASS BASIN.
HERIMFOR
STR. 6 IS ELEVATED ABOVE
THE BASIN FLOG
TO LIMIT BACKWATER
CONCERNS.
VDOTSTD.�
STR. 615 ALSO PROT
CTED WITH AREINFO
CED CONCRETE FOU
DATION. SEE
W-i
1.3�
WM PLAN FOR ADD(
ONAL DETAILS. STR.
SHALL BE INSTALLED
VIA MULTIPLE
SEGMENTAL RING
SHOULD MAINTENA
CE BE REQUIRED INT
EFUTURE.
7�5
725
ape 535°�°
PRO
OSED STR. 6 TO
CLUDE VDOT STD
ST-i
yle C21
STEPS.
STEPS SHALL B
LOCATED ON TH
y�.F
OPPOSITE
SIDE OF THEINCOMING
PIPES
O
919
FACILITATE
POTENTIA
MAINTENANCE.
720
720
INV. OUT=721.33
TO PREVENT FLOTATION
OF STR.
THE RISER BASE
THE
BARREL SHALL
BE FIRMLY EMBEDDED
6" INTO AN 18"
THICK
PR POSEDVDOTCL.
IRIPRAP
REINFORCED CONCRETE
FOUNDATION
THAT IS BURIED
LIN D OUTLET PROTE
TION WITH
BELOW GROUNppp.
STR. 6's FOUNDATION
SHALL BE 8'x8'.
FIL ER FABRIC UNDER
AYMENT
7�5
(MI . L=22', W,=6', W,=
',D=12")
715
710
m
0
m
0+50
DITCH OUT ALL
In
N M
t0
'i
W G1
V1
m
't It
'^
'n
I,)r
r,
r
r,
r,
1+00 1+50 2+00 2+50 3+00 3+50
76o
76o
x
N W
N=x
755
2 W o
755
O0
0
MHz
00 rn o m
STA:2+70.93
0)N m 0
RIM:747.50
0++ m Z Z
INV OUT. 741.42 TO MH1 /
75
750
x" a » >
/
EXI
TING
/
G
AD
745
---
--
�
745
8" SDR-26 PVC
266.93 LF Qa 0.54%
740
740
PROPOSED DOGHOU
EMANHOLE.
CONTRACTOR SHALL
INSTALL
NEW DOGHOUSE MA
4HOLE IN
ACCORDANCE WITH I
AINIMUM
ACSASTANDARDS. S
EDETAIL
TD-260N SHEET5F
R
735
ADDITIONAL INFOR
ATION.
735
SANITARY SEWER NC
TES:
i. CONTRACTOR SH
NLL FIELD FIT AND AD
UST ELEVATIONS AS
NEEDED SO THAT
THE MH TOPS ARE FLI
JSH WITH THE FINISH
GRADES.
z. CONTRACTOR SH
NLL LOCATE THE EXIS
ING PRIVATE SANITAF
Y
730
SEWER LATERAL,
IF ANY, BETWEEN MI
EX2 AND MH EXiAN
730
NOTIFY ANY PROPERTY
OWNERS OF PO
TENTIAL DISRUPTION
TO
THEIRSERVICEA
LEAST TWO WEEKS IP
I ADVANCE OF ANY
CONSTRUCTION
CTIVITY.
725
1
1
1 725
.t
m S
m M
m 00
00
n
n
In It
n
n
S
n
^
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0+50 1+00 1+50 2+00 2+50
IMH2 - M H 1
NOTE:CONTRACTO
MINIMUM COVER OVER
PORTION OF
TO BE
4+00
PVI STA: 1o+61.00
PVI ELEV: 761.94
K:12.22
LVC: 65.00
Ll
� Ll
�
oo
N�
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vn,
+
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tj
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PVI STA:12+37.07
PVI ELEV: 749.o6
K: 22.16
LVC: 140.00
SCOTT/R. C(TLLINS'Z
L C� i
c. No. 035791 91n
� 8/12/21 Q
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TILLEY COURT PROFILE
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71O I NOTE:CONTRACTO
MINIMUM COVER OVER
\ \
XISTING GRADE (TYP.)
755
755
PROPOSED 4" DIP SANITARY
SEWER
\
SERVI E LATERAL CROSSING
PROPOSED
\
GRADE (TYP.)
750
75 O
ILL (TYP.)
\
745
745
2 SHALL ENSURE 3' OF 1.5' 4
PROPOSED 45°
EXISTING WATERLINE
VERTICAL BEND
PROPOSED 45° 1.0'_----PROPOSED
12" DI WATERLINE
VERTICAL BEN
740 PROPOSED STORM
740
EXISTING 12" DI WATERLINE
SEWER CROSSING
RELOCATED VERTICALLY WI'
3) PROPOSED VERTICAL BEf
EXISTNG 12" DI WATERLINE
TO REDUCE THE AMOUNT O
REMOVED AND REPLACED
FILL OVER THE WATERLINE
735
735
EXISTING 12" DI WATER INE
PROPOSED 45°
730 VERTICAL BEND
730
.0'
P
725
725
PROPOSED
STORM
SEWER OUTFALL
PIPE CROSSING
720
720
r
N
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EXISTING 12-INCH WATERLINE
TO BE
TH
JDS
F
PORTION OF
TO BE
11+50 12+00 12+50 13+00 13+50 14+00
\ \
EXISTING GRADE (TYP.)
\
755
755
PROPOSED 4" DIP SANITARY
SEWER
\
SERVI E LATERAL CROSSING
PROPOSED
GRADE (TYP.)
750
750
FILL (TYP.)
\
745
745
2 SHALL ENSURE 3' OF
1.5' 4
PROPOSED 45°
EXISTING WATERLINE
VERTICAL BEND
PROPOSED 450
1.0'
PROPOSED 12" DI WATERLINE
VERTICAL BEND
740 PROPOSED STORM
740
EXISTING 12" DI WATERLINE
SEWER CIROSSING
RELOCATED VERTICALLY WI'
(3) PROPOSED VERTICAL BEP
EXISTNG 12" DI WATERLINE
TO REDUCE THE AMOUNT O
REMOVED AND REPLACED
FILL OVER THE WATERLINE
735
735
EXISTING
12" DI WATERLINE
PROPOSED 45°
730
VERTICAL BEND
730
Q
725
725
PROPOSED
STORM
SEWER OUTFALL
PIPE CROSSING
720
720
�
N
N
VIrD
n
It
00
It
m
rl
0+50 1+00 1+50 2+00
EXISTING 12-INCH WATERLINE
PROFILE GENERAL NOTES:
1. ALL FILL TO BE PLACED AT 95% COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATIO
BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED.
4. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26,
AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMI
TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD
AND BRIDGE SPECIFICATIONS, SECTION 302.03G.
5. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS I
ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS.
6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN
ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS.
7. HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES
PROVIDED PIPE MATERIAL, BEDDING, BACKFILL AND INSTALLATION ARE IN COMPLIANCE WITH
MINIMUM CURRENT VDOT REQUIREMENTS.
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SCALE
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1 "=50' H
SHEET NO.
7
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PROFILE VERTICAL
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( IN FEET )
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PROFILE HORIZONTAL
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50 o 25 50 i00
( IN FEET )
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Culvert Report
Hydeflaw Express Fx1PlIVOlI far Au["dasl�AN"CAO®Civi 3D9 b� Ailadssi,, Inc
Culvert
Invert Elev Dn (ft)
= 72T50
Calculations
Pipe Length (ft)
= 149.35
Qmin (cfs)
= 16.11
Slope (%)
= 14.40
Qmax (cfs)
= 18.06
Invert Elev Up (ft)
= 749.00
Tailwater Elev (ft)
= (dc+D)/2
Rise (in)
= 24.0
Shape
= Circular
Highlighted
Span (in)
= 24.0
Qtotal (cfs)
= 18.06
No. Barrels
= 1
Qpipe (cfs)
= 18.06
n-Value
= 0.012
Qovertop (cfs)
= 0.00
Culvert Type
= HDPE
Veloc Dn (ft/s)
= 6.15
Culvert Entrance
= Square edge w/headwall (C)
Veloo Up (ft/s)
= 7.00
Cceff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0-67, 0.5
HGL Dn (ft)
= 729.26
HGL Up (ft)
= 750.53
Embankment
Hw Elev (ft)
= 751,51
Top Elevation (ft)
= 754.83
Hw/D (ft)
= 1.26
Top Width (ft)
= 60.00
Flow Regime
= Inlet Control
Crest Width (ft)
= 20.00
a hfT
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Table 6: Sump Inlet Design Table
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity TOO
(Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth)
Mannings Coefficient, In is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
y
c
Lo
o
0
m W
m
c
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m
r
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In .
3
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Right
1 0.69
0.35
0.242
1 0.97
1 0.00
1 0.97
1 0.0100
0.0200
1 2.0
1 0.0833
1 4.1650
6.58
Left
1 1.60
10.35
10.560
1 2.24
1 0.00
1 2.24
1 0.0100
0.0200
1 2.0
1 0.0833
1 4.1650
9.02
4 1 DI-3C 1 14.0
1 con-binedflowl
3.2
1
1 0.18
1 0.402 1
9.22
Table 6: Sump Inlet Design Table
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity 6.50
(Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and
depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
0
x
d
y
c
0
N L W
N
N
NO
J
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1 0.69
0.35
0.242
1.57
1 0.00
1 1.57
0.0100
1 0.0200
2.0
0.0833
1 4.1650
1 7.90
Left
1 1.60
10.35
10.560
1 3.64
1 0.00
1 3.64
1 0.0100
1 0.0200
2.0
0.0833
1 4.1650
1 10.83
4 DI-3C 14.0
1 combined flow
1 5.2
1
1 0.25
1 0.556 1
12.75
Table 7: Grade Inlet Design Table
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Intensity 4.00
(Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth)
Mannings Coefficient, In is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
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1 0.19
1 0.75
10.143
1 0.57
1 0.00
0.57
1 0,0124
1 0.0200
1 2.0 0.0833
1 4.1650
1 5.19
0.88
3.5192
0.1466
0.1490
5.03
1.59
1.00
0.57
0.00
-
2B
3B
10.0
0.52
0.50
0.260
1.04
0.00
1.04
0.0124
0.0200
2.0 0.0833
4.1650
6.50
0.78
1 3.5192
10.1466
1 0.1344
1 6.89
1 1.45
1 1.00
1 1.04
10.001
-
- for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr
Table 7: Grade Inlet Design Table
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Intensity 6.50
(Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth)
Mannings Coefficient, In is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
3
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8.0
0.19
0.75
0.143
0.93
0.00
0.93
0.0124
0.0200
2.0 0.0833
4.1650
6.22
0.80
3.5192
10.1466
1 0.1373
1 6.48
1 1.24
1 1.00
1 0.93
10.001
-
2B
3B
1 10.0
1 0.52
1 0.50
10.260
1 1.69
1 0.00
1 1.69
1 0.0124
0,0200
1 2.0 1 0.0833
1 4.1650
1 7.80
1 0.70
3.5192
10.1466
1 0.1226
1 8.92
1 1.12
1 1.00
1 1.69
10.001
-
- for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr
DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STIR. NO.
DIA.
(in.)
LENGTH*
(ft.)
SLOPE
M
INVERT
IN
INVERT
OUT
MATERIAL
INLET
TYPE
Curb
Type
SLOT
LENGTH
RIM*
ELEVATION
COMMENTS
2B
DI-313
CG-6
10,
748.58
2A
15
27.70
1.19%
743.58
743.25
RCP3
2
DI-313
CG-6
8'
748.58
1
15
48.35
3.78%
1 739.58
737.75
1 RCP3
4
DI-3C
CG-6
14'
747.00
3
15
140.11
1.78%
742.50
740.00
RCP3
HEADWALL
E W-1
754.83
CULVERT
24
149.35
14.40%
749.00
727.50
HDPE
6
1
1
M H-1
737.75
5
24
91.91
15.35%
1 726.25
721.33
1 HDPE
Design Storm Year = 10
PONT
DOWNSTREAM
STRUCTURE
DRAM
AREA
RUNOFF
COEFF.
CA
NLET
TIME
RAN
FAIL
RUNOFF
Q
WVERT
ELEVATIONS
LENGTH
SLOPE
MA
CAPA-
CRY
VEL
FLAW
TWE
REMARKS
NCR
ACCUM
ACRES
C
MN
MN
C.P.S.
UPPER
LOWER
FEET
FT./FT.
NCHES
C.F.S.
F.P.S.
SE
213
0.52
0.50
0.26
0.26
5.00
6.67
1.7
2
743.58
743.25
27.70
0.0119
15
7.0
4.7
5.9
2
0.19
0.75
0.14
1.20
15.35
4.50
5.4
OUT
739.58
737.75
48.35
0.0378
15
12.6
9.8
5.0
4
2.29
0.35
0.80
0.80
15.00
4.55
3.6
2
742.50
740.00
140.11
0.0178
15
8.6
6.7
20.9
CULVERT
7.64
0.45
3.44
3.44
14.00
4.69
16.1
6
749.00
727.50
149.35
0.1440
24
93.0
22.1
6.8
6
0.00
0.00
0.00
3.44
14.11
4.67
24.5
OUT
1 726.25
1 721.33
1 91.91
1 0.0535
1 24
1 56.7
1 17.2
1 5.3
Desien Year: 10
Project: Jarmans Gan
Job #: 202192
Preoared by:
FC M, PE
OUTLETWATER
EV
JUNCTION LOSS
INLEr WATER
Lie. No. 0357911E
8/12/21 �4
15'IDnrnt. 8�01
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JOB NO.
182154
1"=30'
SHEET NO.
9