HomeMy WebLinkAboutSUB202100046 Plan - Revision 2021-04-28F711l
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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 INSPEC77ONS 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
1
COVER
EXISTING CONDITIONS
2
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
CULVERT
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
P 4/26/21�4
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PROPOSED LOT 1. A NEW WATER METER WILL BE INSTALLED /
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SCALE
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SHEET NO.
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- - - - - - - / \ 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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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 \ \ ��- ----
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I � � ! 4 \ I \ OO 'EXISTING WATER METER TO BE RELOCATED OUTSIDE OF EXISTING �, \
< 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.
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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
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�PROPOSEDio ' PUIBLIC A
DRAINAGE EASEMENT
D.B. � PG. —
W—LANDSCAP EMENT =— — , \ — — — — — _ — _ _ __ _ _-ALLSLUNE�(3HIEA FER THAPt3.1 SHALL BED / i \ I I 1 I \ APPROX. LOCATION OF \ I IS '..
\ SSMH .� -- - PROPOSED VDOT CL. Al RIPRAP LINE D) STD. EW-z \ O D 2
D G 1 —\ PLANTED WITH NON -EROSIVE LONG GRASSES PROPOSED V \ EX. 20' WATERLINE EVG \
— — — — — OR OTHER TYPES OF NON -EROSIVE PLANTINGS_ __ D OUTLET \ I EASEMENT \
- - - - - PROTECTION WITH FILTER FABRIC UNDERLAYMENT DB 1449 PG 285 �=
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(MIN. L=1z', W,=6', W,=i4,Q=iz") OUTFALLTO MAINTENANCE EASEMENT 1 o
STREAM BUFFER I 1 1 DB.,PG. I l 1
_ _ _ — — — —�D TRAIL CREEKSIDE, \ V A 1 APPR� . LOCATION OF v
PHASE 1 — V EX.0' WATERLINE
D8 3191 PG-4-3-9 EIA�SEZMENT
/ EX. 20' WATERLINE DB 14� PG 566 ' T
12" RAINAGE \ /
I / / ENT C / _ _ _ - - - / EASEMEI`IIT - - -
/ PG 0 \ / - -' DB 1453 P 566 Y \ N Iu1INNERLY 1
- - - - / / TMP 55E�3-B / f q \ \ \ /
OPEN SPACE B / DB 3191 PV 130 I I \ D 1682 PG 64Q
l / / - - \ \ \ EX. 28�DRAINAGE
EASEM�NT--��// �\ v�V l
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I N i�
L�
REVISIONS
S S
C O L L I N ISN �sl'� S I N P? I N W DATE REVISION DESCRIPTION �O I r) k1O
2/01/21 ROAD AND UTILITY PLAN DESIGN ���' 0 oy
200 GARRETT STREET, SUITE K.-CHARLOTTESVILLE, VA 22902-434.293.3719 3/03/21 UPDATES TO THE DESIGN TO INCORPORATE CHANGES TO THE PLAN ~ � y °� x
3/29/21 REVISED PER ACSA COMMENTS N 0
PROJECT t'� r do O
I. 4/26/21 REVISED PER ALBEMARLE COUNTY, VDOT, & ACSA COMMENTS �0 �
I-M =D NJz JARMANS GAP DEVELOPMENT TMP 55-77A1 — ROAD AND UTILITY PLAN �� erN1����
oz 2 m � o SHEET
NOTES & DETAILS
These olons and associated documents are the exclusive orooerty of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for anv ouroose whatsoever, inclusive, but not limited to construction, biddina, and/or construction stakina without the exoress written consent of COLLINS ENGINEERING
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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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�
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182154
SCALE
AS SHOWN
SHEET NO.
6
Un <
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182154
SCALE
AS SHOWN
SHEET NO.
6
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JOB NO.
182154
SCALE
AS SHOWN
SHEET NO.
6
PRC
SEF
PROPOSE[
w/
EXISTI
MH EX2
ri
STA:4+00.10IN
/
X IN
RIM:758.34
=gg
INV OUT. 75434TOMH1
755 m x 0
/
755
0LU
0
m
m F-
/
di
0 D p m
01 O O1 O r.
o �
m �
EIGRADE
c+i r,ZZO
750
/
C
/ /
750
v~i�??Z
a -
P I
CID
2E
OFcc)2�
74 O 00 N /
�w'to
/ / / /
EXISTING MH EX
(TO REMAIN). SANIT
RYSEWER
745
p n nF
00
/
/ / /
DESIGN&ASB
ILT DATA. THE SEWE
BETWEEN
X O MZZ7
//
///
MH EX2&
HEXi TIES INTO MH
iWITHA
LU - - 0
/ /
DROP STACK. C
NTRACTOR SHALL FI
LD VERIFY
ELEVATIONS F
RIOR TO ORDERING All
DNOTIFY
Z Z Z
- - -
THEE
GINEER OF ANY DISC
EPANCIES.
/
740 /
JC /
6Q °/ o /
ON
C / /
740
/
PROPOSED DOGHOU
E MANHOLE.
CONTRACTOR SHALL
INSTALL
/
NEW DOGHOUSE MAI
4HOLE IN
1039
/
ACCORDANCE WITH
MINIMUM
ACSA STANDARDS. SEE
TD-26 ON SHEET
DETAIL
735
/
5FOR
ADDITIONAL INFORMATION.
735
EXISTING SA ITAR SE ER
730
k
REMAIN) CONTAINS A DROP
730
EXISTING MHEXi(T
STACK. DROP STACK
S CONCEPTUALLY SHOWN & SHALL
BE FIELD VERIFIED PER
OR TO ORDERING STRUCTURES.
DROP STACK IS ANTI
IPATED TO BE LOCATE D
72 5
I
APPROXIMATELY 4' B
SANITARY SEWER&
LOW THE MH RIM ELEVATION.
H INFORMATION BASED ON
7�5
APPROVED DESIGN &
ASBUILT DATA. CONTRACTOR
SHALL NOTIFY THE El
IGINEER OF ANY DISC
EPANCIES.
APPROXIMATE LOCK
ION
III)
OF EXISTING DROP S1
ACK
720
720
l It 00 't f
6 In
0+50 1+00 1+50
STR:2 VDOT STD. DI-313 (L=8') STR:zB 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
VDOT STD. ES-1 (TYP.)
21PRAP OUTFALL
-IS" RCP
NG GRADE (TYP.
27.7o LF Qa 1:
740
740
RCP 8%
INV. OUT=737.75
1�F �3T
735 `'$35
735
STR. 413 - SVIM
PROFILE
730
730
W
N m
00N
A �
m
W
r,
4 It
STR:2 VDOT S
INV I
INV
INV
EXIT
PROPOSED 4" DIP SANT
SERVICE LATERP
RELOCA
DI WAT
CR(
0+00
755
0+50 1+00
19%
N
N
Ln
M00
O
0
O
Ql
�
l l
� l
�
�
l
2+00
2+50 3+00 3+50
4+00
VERTICAL GRAPHIC
SCALE
5
0 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.
G_
745
-ARY SEWER
L CROSSING 2,0'
740 1s' RCP
740
TIED 12" i4o.11LF @ i7
ERLINE
)SSING EXISTING 12"
DI WATERLINE
735 CROSSING
735
�
OJ
N
S
S
n
l'
0+00 0+50 1+00 1+50
STR-4 - STR-z PROFILE
DI-3C (L=14')
02
( IN FEET )
1 inch = 50 ft.
76o
755
750
745
740
735
2
2 20
F-
P O N
M
F l aq N
0 n 00
> ri 11 11
kP -0
MZZ /
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Ln r- Z Z Z
J/
25-yr )-IW DEPTH=751
10-yr IHW DEPTH=751
760
_-MM
pmww
,
Immm
.•. ..ONMEEM
'ROPO ED CULVERT 9PENING
:EDIRE TING OFFSITEIRUNOFF
It 1169
735 1
EXISTING 12" DI
WATERLINE
CROSSING
/�✓
730
730
/
i' M I
.
PROPOSED
PROPOSEDSTR.6T
RECEIVE RUNOFF FROM
DRY GRASS BASIN.
HERIMFOR
STIR. 6 IS ELEVATED ABOVE
THE BASIN FLOG
TO LIMIT BACKWATER
CONCERNS.
VDOTSTD.�
STIR. ALSO PROT
CTED WITH AREINFO
CED CONCRETE FOU
DATION. SEE
W-i
13�
WM PLAN FOR ADD(
ONAL DETAILS. STIR.
SHALL BE INSTALLED
VIA MULTIPLE
SEGMENTAL RING
SHOULD MAINTENA
CE BE REQUIRED INT
EFUTURE.
7�5
/�
7�5
ape 535°�°
PRO
OSED STR. 6 TO 1
CLUDE VDOT STD
ST-i
yle C21
STEPS.
STEPS SHALL B
LOCATED ON TH
OPPOSITE
SIDE OF THE
INCOMING PIPES
O
919
FACILITATE
POTENTIAi
MAINTENANCE.
720
720
INV. OUT=721.33
TO PREVENT FLOTATION
OF STIR.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.
STIR. 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
'D
0 '1
W 0,
OM1 V1
M ^
't It
V1 ^
'n ^
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r
r,
r
r
r,
1+00 1+50 2+00 z+So 3+00 3+SO
76o
76o
H
N W
Nxx
755
2 W o
755
O0
0
MHz
00 rn o m
STA:2+70.93
°n' N m sF
RIM:747.50
+++ 001 . Z
INV OUT. 741.42 TO MH1 /
75
750
= a :� » >
/
EXI
TING
/
GRADE
i /
745
- -
- --
�I I/
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
ACSA STANDARDS.S
EDETAIL
TD-260N SHEET5F
R
735
ADDITIONALINFOR
ATION.
735
SANITARY SEWER NC
TES:
i. CONTRACTOR SH
NLL FIELD FIT AND AD
UST ELEVATIONS AS
NEEDED SOTHAT
THE MHTOPS ARE FL
SH WITHTHE FINISHED
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 cc
00 C\
tD
n
n
It
6
n
n
S
n
^
n
0+50 1+00 1+50 2+00 2+50
IMH2 -MH1
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
°
�
�,
"?
OND
;DD OM1
In
+
r, +
r,H
o
ai
Li
ul
m >
W
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
0 4/26/21 Q
765 �O�l9n- _aCti�
-2.00%
Q
4% MAX.
s
N
00
o
GRADE
v
>
u
r++
0
76o a
u
m
w
~
76o
!n
o
PROPOSED VDOT
)
ROPOSED GRADE (TYP.)
w
0c
STD. CD-1(TYP.)CL
755 Lo
Z)
755
z
z
2
ILL
w
4
(TYP.
00
75o Z
/ -
750
W
-1.Oo%
�
F
EXISTING GRADE (TYP.
745 Z
745
TILLEY COURT PROFILE
740
740
"i
w
o
p
Ln
o m
00
o
00
n
VD n
n
n
S n
n
n
r.
r.
r,
r.
r.
r\
r.
r.
r.
10+00 10+50 11+00
71O I NOTE:CONTRACTO
MINIMUM COVER OVER
\ \-EXISTING
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 81
PROPOSED 45°
EXISTING WATERLINE
VERTICAL BEND
PROPOSED 45° 1.0'
ROPOSED 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 450
730 VERTICAL BEND
730
.0'
p
725
725
PROPOSED
STORM
SEWER OUTFALL
PIPE CROSSING
720
1
1 720
N
N It
^ V
It
n
00
r`
06
^ M
^ r
0+50 1+00 1+50 2+00
EXISTING12-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
\
SERVICE LATERAL CROSSING
PROPOSED
GRADE (TYP.)
750
750
FILL (TYP.)
\
745
745
2 SHALL ENSURE 3' OF
1.5' 4 81
PROPOSED 45°
EXISTING WATERLINE
VERTICAL BEND
PROPOSED 45'
1.0'
PROPOSED 12" DI WATERLINE
VERTICAL BEND
740 PROPOSED STORM
740
EXISTING 12" DI WATERLINE
SEWER CROSSING
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
OP
725
725
PROPOSED
STORM
SEWER OUTFALL
PIPE CROSSING
720
720
n
00
?
m
0+50 1+00 1+50 2+00
EXISTING12-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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182154
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
GRAPHIC SCALE
50 o 25 50 i00
( IN FEET )
1 inch = 50 ft
775
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HT. OF
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VAR. WIDTH RAW
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DRAINAGE AREA PLAN, SCALEi"=5o'
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Hydeflaw Express Fx1PlIVOlI far Au["dasl�AN"CAO®Ovi 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)
= 75D.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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■■■■■■■■ ■■■■ ■■■■■■T,■■■
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Table 6: Sump Inlet Design Table
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity 4.00
(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
10
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Right
1 0.69
0.35
0.242
1 0.97
0.00
1 0.97
0.0100
1 0.0200
1 2.0
1 0.0833
1 4.1650
1 6.58
Left
1 1.60
10.35
10.560
1 2.24
0.00
1 2.24
0.0100
1 0.0200
1 2.0
1 0.0833
1 4.1650
1 9.02
4 DI-3C 14.0
combined flow
3.2
0.18
0.402
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 Whir for capacity and
depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
0
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1 0.69
0.35
0.242
1 1.57
1 0.00
1 1.57
0.0100
1 0.0200
2.0
1 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
0.0100
1 0.0200
2.0
1 0.0833
1 4.1650
1 10.83
4 DF3C 14.0
combined flow
1 5.2
0.25
1 0.5; 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 Whir for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
3
s
d
o
U
N
N
O
O
C
C
O
U
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0
N
N
2
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2
3B
1 8.0
1 0.19
1 0.75
10.143
1 0.57
1 0.00
1 0.57
1 0,0124
1 0.0200
1 2.0 1 0.0833
4.1650
1 5.19
1 0.88
1 3.5192
10.1466
1 0.1490
1 5.03
1 1.59
1 1.00
1 0.57
10.001
-
2B
3B
1 10.0
1 0.52
1 0.50
10.260
1 1.04
1 0.00
1 1.04
1 0.0124
1 0.0200
1 2.0 1 0.0833
1 4.1650
1 6.50
1 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 Whir for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
3
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in
m
2
3B
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-3B
CG-6
10,
748.58
2A
15
27.70
1.19%
743.58
743.25
RCP3
2
DI-3B
CG-6
8'
748.58
1
15
1 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
114.40%
749.00
727.50
HDPE
6I
M H-1
737.75
5
24
91.91
15.35%
726.25
721.33
HDPE
Design Storm Year = 10
PONT
DOWNSTREAM
STRUCTURE
DRAM
AREA
RUNOFF
COEFF.
CA
NLET
TIME
RAN
FAIL
RUNOFF
Q
NVERT
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
I
1
1 726.25
721.33
91.91
1 0.0535
1 24
1 56.7
1 17.2
5.3
Desien Year: 10
Project: Jarmans GaD
Job #: 202192
Preoared by:
FC M, PE
OUTLETWATER
SURFACE
JUNCTION LOSS
INLET WATER
SURFACEELEV.
Lic. No. 035791,E
4/26/21 �4
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JOB NO.
182154
1"=30'
SHEET NO.
9