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PLANT IMPROVEMENTS
MINOR S.. ITE PLAN AMENDMENT
SITE DATA:
ENGINEER: TIMMONS GROUP
608 PRESTON AVENUE, SUITE 200
CHARLOTTESVILLE, VA 22902
TELEPHONE: 434-327-1681
CONTACT: JONATHAN SHOWALTER, P.E.
JONATHAN.SHOWALTER@TIMMONS.COM
TAX MAP PARCEL: 08000-00-00-060A0 & 08000-00-00-060BO
LIMITS OF DISTURBANCE: 0.22 AC (9,371 SF)
ZONING: RA, SITE IS LOCATED WITHIN ENTRANCE CORRIDOR AND FLOOD HAZARD OVERLAY DISTRICTS.
SETBACK: 75' FRONT
25' SIDE
35' REAR
MAGISTERIAL DISTRICT: RIVANNA
SOURCE TOPOGRAPHY: TIMMONS GROUP, FEB. 23 & 24 2021
DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE
VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA
SMARTNET
PROPOSED USES: EXISTING WASTEWATER TREATMENT PLANT SITE IMPROVEMENTS
WETLAND IMPACTS: NONE
WATER SUPPLY: NONE
SANITARY SEWER: EXISTING WASTEWATER TREATMENT PLANT
DRAINAGE DISTRICT: MIDDLE RIVANNA RIVER
THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN.
THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT.
COUNTY OF ALBEMARLE, VIRGINIA
RIVANNA DISTRICT
12/07/2021
VICINITY MAP
SCALE: 1" = 5,000'
OWNER:
KESWICK HALL AND GOLF CLUB
701 CLUB DRIVE
KESWICK, VA 22947
CONTACT: JOHN TREVENEN
TELEPHONE: (434) 979-3440
EMAIL: JTREVENEN a@KESWICK.COM
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE, SUITE 200,
CHARLOTfESVILLE, VA 22903
CONTACT: JONATHAN SHOWALTER, P.E.
TELEPHONE: 434-327-1681
Sheet List Table
Sheet Number
Sheet Title
C0.0
COVER
C1.0
NOTES AND DETAILS
C2.0
EXISTING CONDITIONS AND DEMO PLAN
C3.0
LAYOUT PLAN
C4.0
GRADING AND DRAINAGE PLAN
C5.0
STORMWATER PROFILES
C6.0
INFLUENT FORCE MAIN PLAN AND
PROFILE
C6.1
EQ FM PLAN AND PROFILE
1-1.0
LANDSCAPE PLAN
E2.0
PUMP STATION SITE PLAN - LIGHTING
E2.1
LIGHTING FIXTURE SCHEDULE & CUT -
SHEETS
TOTAL SHEETS = 11
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING & ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
APPROVAL DATE
j2y4 M4/--12-/15/
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DATE
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0312212021
O
DRAWN BY
A. MABEE
}
SDESIGNED
BY
1. SHOWALTER
CHECKED BY
C. KOTARSKI
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JOB NO.
IME 47747
SHEET NO.
C0.0
L
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY.
THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS
SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION.
2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE
PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO
BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES.
5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING
CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION
PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW
PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN
ACCORDANCE WITH SPECIFICATIONS.
7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS.
8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76.
PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT
STANDARDS AND SPECIFICATIONS.
9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS
FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.
10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.
12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE
RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY
THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE
ENGINEER.
13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF
CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT
FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN
ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE
RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT.
14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE
TRUNK LINES. (N/A)
15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE
COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE
ADDITIONAL FACILITIES AS DEEMED NECESSARY.
17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED
FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S
REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE
SURFACE COURSE(S).
18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30
GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS.
19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE
FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.
20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND
PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S).
CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE
SURFACE COURSE(S).
21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL
PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO
CONDITIONING OF THE SUBGRADE.
23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS
AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.
24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A
PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT
MAINTAINED RIGHT OF WAY. (N/A)
25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE
OF ROAD. (N/A)
26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM
SLOPE OF 0.004 ft./ft.
27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE
SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A)
28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE
STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR
REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON
STATE ROADS.
29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE
2015 UNIFORM STATEWIDE BUILDING CODE, AND 2009 ICC/ANSI A117.1.
30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE
PLACED AT THE END OF THE DAY
33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FORM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY
MUST HAVE VISUAL INSPECTION PERFORMED BUY THE BUILDING DEPARTMENT.
ALBEMARLE COUNTY ENGINEERING 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.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND MUST 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 3:1
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 III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION
INDUSTRY (29 CFR PART 1926).
10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN
HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
11. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION
PERFORMED BY THE BUILDING DEPARTMENT.
BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT.
ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT
DURING CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT
FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM
THE COUNTY EROSION CONTROL INSPECTOR.
4" DIAMETER STEEL PIPE
FILLED WITH CONCRETE.
BOLLARD SHALL BE
PAINTED YELLOW
2'-0" DIAMETER CONC. FOOTING
3,000 PSI @ 28 DAYS
FIXED BOLLARD DETAIL
No Scale
ASPHALT 1.5 TIMES
EXISTING PAVEMENT
MIN. 2" 'NEAR COURSE
AND 4" BINDER COURSE
TACK AND SEAL-
EAL TACK AND SEAL
\ ASTIR G PAVEMENT
.- •:STONE SUB -BASE
£ .............
6 6
COMPACTED
VDOT #21A i
t.............��
PIPE
BEDDING AS REQUIRED
NOTES:
1. PAVEMENT CUTS SHALL BE STRAIGHT AND VERTICAL.
Z REMOVE TEMPORARY PATCH IF PRESENT. EXCAVATE COMPACTED
BACKFILL AS REQUIRED TO INSTALL NEW BITUMINOUS ASPHALT.
RE -COMPACT SURFACE OF BACKFILL PRIOR TO INSTALLATION OF
PATCH,
PAVEMENT REPLACEMENT
No Scale
FENCE AND GATE
No Scale
�12"-1 �1 2"-1
NOTE: ALL 6'
CHAINLINK FENCING,
POSTS, AND
ACCESSORIES ARE TO
BE BLACK PVC CLAD.
NON -SLIP BROOM FINISH
NOTE: SIDEWALKS SHALL BE
CONSTRUCTEDIN
ACCORDANCE WITH
VDOT STANDARDS.
VARIABLE WIDTH'
MAX. CROSS SLOPE 2%
i) $.0 �11? ;f..l
4" 3,000 PSI AIR -ENTRAINED.
CONCRETE` �• t''
COMPACTED SUBGRADE 4" TYPE 21 B STONE
D
µ�� ) DENOTES AREA OF CONCRETE SIDEWALK
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale
COMPACTED SUBGRADE
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
HEAVY DUTY ASPHALT PAVEMENT SECTION
No Scale
PROVIDE TENSAR BZ1200
UNDERLAIN BY NON -WOVEN
GEOTEXTILE DRAINAGE FABRIC
MIRAFI 180N OR EQUIVALENT
BELOW STONE
MIN MATCH EXISTING IF THICKER
COMPACTED SUBGRADE
PREPARED PER GEOTECHNICAL
REPORT RECOMMENDATIONS
" DENOTES GRAVEL SECTION ON PLANS
r 'fir
GRAVEL ROAD SECTION
No Scale
EXISTING PAVEMENT
PROPOSED PAVEMENT
SAWCUT THROUGH a
MATCH EX. CROSS
NOTE: PROPOSED J
U
EX.SURFACE w
SLOPE UNLESS OTHERWISE
PAVEMENT MUST TIE
COURSE
SPECIFIED ON PLANS
IN WITH EXISTING w
w
& REMOVE w
PAVEMENT
PAVEMENT
2' MIN.
PROPOSED
SURFACE
2" +
I///COURSE
EXISTING
PAVEMENT
MILL EX. SURFACE COURSE BASE COURSE
SAWCUT EX. EDGE OF PAVEMENT -' / AGGR. COURSE
PAVEMENT REPLACEMENT JOINT DETAIL
No Scale
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0312212021
DRAWN BY
A. MABEE
DESIGNED BY
J. SHOWALTER
CHECKED BY
C. KOTARSKI
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P8.1 NO
PROJECTION OF PIPE ABOVE GROUND LINE
trip OF FILL TOP OF FILL ^ TOP OF Ft; 1.
.
........... . .......
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MATER51L
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I ROCK FOUNDATION I
w il D X L
FOUNDATION SOFT, YIELDING, OR
OTHERWISE UNSUITABLE MATERIAL
mlll- -15 0 WN 15 x D
PIPE PROJECTION ABOVE GROUND LINE
WN. 1.5 D I'll,
- A-I5
1.5 A2
-TOP OF F
TE
TOP OF FILL
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. . ......
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FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
BEDDING MArER;AI. IN ACCORDANCE WITH
S-MON -102 OF THE ROAD AND BRIDGE
EhADANKIMENT
NOTES:
CLASS I BACKFtf-L MAFERIPL. IN ACCORDANCE
INITH SECTION OF THE ROAD AND BRIDGE
�OR GENERA. NOTES ON P�Pf. BEDDING.
REGULAR @ACKFILL. MAFFRIA! iN ACCORDANC'E -E i -P
WifH'SrCTION 1502 OF 14 ROAD AND BRIDGE 5E NSfA.LAFfON OF PPIE CULVERTS
AND STORM SEIAIERC, NOTES
.3U2
SPECi�VCANONS.
CENE-io',
ON 5HFEf 107,00,
rrrir FOR PLASTIC PIPE
FOR ALL UTHE' PIPE fl.FCUI.AR BACKF:Lt. MATERIAL
m tl,4 ACCORDiNC17 W;Tki SECTION OF THE EFT CRIL15FEO CLASS CONFORMINr TO THE
6 MINIMUM CLASS t BACIINIL: MATERIAt. PLACED
DIRECTLY .102�
AND BROGE SPEC;F.�CATtONS.
SIZE REGtilREMENTS FOR CRU�-;HER RuN
OVER,PIPP 90 6" REGULAR �ACKFIL:- MATERIAL.
OR 12'OF CLASS I BACK PILL MAIERIAL,
AGCRECAIF SIZE 25 AND 26 MAY l3r
USED IN PLACE OF CLASS RACI<Ffil.
IN AC OROANCE 'NsIH SECTION 302 Or THE ROAD AN'D BRIDGE
.1
SPECIFIv.AtIONS.
\VD[Tr
A
INSTALL.
H I i'l EALED AND SIGGNED DR ON FiLE tN
AL - A":tc' is
OF PIPE CULVERTS AND
HE CENTRAL OFFICEq
STORM SEWERS
SpEl"FICATiON
REFERENCE
ROAD AND BRIDGE STANDARDS
CIRC. PIPE BEDDING AND BACKFILL
METHOD A"
—
SHEET I Or 4
REVISION DATE
07119
VIRGINIA DEPAIRTMENT OF TRANSPORTATION
0
303
NYLOPLAST DRAIN BASIN WITH DOME GRATE
(1,2) INTEGRATED DUCTILE IRON
GRATE TOMATCH BASIN O.D.
..
........................... ..........................
MINIMUM PIPE BURIAL
DEPTH PER PIPE
(5) ADAPTERANGLESVARABLE
MkIUFACTURER
(3) VARIABLE INVERT HEIGHTS RECOMMENDATION
AVAILABLE (ACCORDINGTO (FAIN, MANUFACTURING
0' .360' ACCORDING TO PLANS
PLANWAKE OFF) REQ. SAME AS MIN. SUMP)
(4, VARIOUS TYPES OF INLET& OUTLET ADAPTERS
AVAILABLE: 4'- 36'FOR CORRUGATED HOPE
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR35),
(ADS N. 12MANCOR DUAL WALL, ADSWNCOIR
PVC DWI (EX SCH 40), PVC C900,C005,
CORRUGATED & RIBBED PVC
WATERT11,01-ITJOINT
(CORRUGATED HOPE SHOWN)
CRADE 70-0-05.
N 2 - V & 10'00ME GRATE FIT ONTO THE ORAIN M$� 5 lilffit THE USE
OFAPVC BODY FOP. SEE DRAWNGNO.7001-IR1045,
3 - DRAIN EAS.'N TO BE CUSTOM l,"LIPACTUREDACCOROtNGTOPLAN
DETAILS. RISERS ARE NEEDED FOR BASINS 014FA 54'QUE TO SNIPPING
RESTRICTIONS, SEE DRAWING NO. 7001-11(14%6,
AST MD521-2 FOR CORRUGATED HOPE LADS N-12111ANCOR DUAL WAUj.
.4-12 HP, &-plic SEINER (41
5 TOUSTERMINE
?*MMUM A4CLE eEN,'EENADAFfERa SEE DRAWING NO. ICOIAIP,012.
6 • 8% 5T -DOME GRATE$ IMVE NO: CAD RAritirl
(3) VARIABLE SUMP DEP I H
A. CORDING TO PLAMS
61 MIN 0,14 30, & 36* iW MI N,ON6"-24'.IU`MIN.ON3W
& 12" MIN. ON 315"
BASED ON MMUFACTUPJNG REQ,)
,
THE BACKFILL MATERIAL SHALL BE CRUSHED TONE OR OTHER
h.
GRANUI AR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1,
I CLASS ll, OR CLASS Ill MATERIAL AS DEFINED IN ASTM 02321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORi %Y IN ACCORDANCE WITH ASTM 02321.
RECOMMENDED MINIMUM TRENCH WIDTHS
NCH WIDTH
. . . ......
wm N
NOTES
I- ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321.'STANDARD PRACTICE
FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SENDERS AND OTHER GRAVITY FLOW
APPLICATIONS-, LATESTADDITION
2. MEASURES SHOULD 8F TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO HACKFILL MATERIAL,
WHEN REQUIRED.
3. FOUNDATION: WHERE THE FRENCH BOTTOM IS UNSTABLE, THE: CONTRACTOR SHALL EXCAVATE TO A
DEPTH REQUIRED BY IT IE ENGINEER AND REPLACE WITH suiTAaLF MATERIAL AS SPECIFIED BY THE
ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE"TRENCH
BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, If OR Ill. THE CON rRAC FOR SHALL PROVIDE
DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OFHERVYISENOTED BY THE
ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mas) FOR 4°-24"(100msa-£00waaX 6'(150asm)
FOR
5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS 1, 11 OR Ill IN THE PIPE ZONE EXTIiNDWO NOT
LESS THAN WABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE
DOCUMENTATION FOR
MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE IN5TALLED AS REQUIRED IN ASTM v232 1,
LATEST EDITION
MINIMUM RECOMMENDED COVER BASED ON
VEHICLE LOADINOCONDIFION13-
r
H 25
H C N5TRUOT ,1PIPEOIAM�
(75T AXLE LAOD)
12'-40"
12*
46'
(300mm - 1200"I"l)
(306111m)
(1219al,n)
w
24'
130,
(1524fruts)
VEHICLES IN EXCESS OF 75T MAY REQUIRE ADOi TIONAL COVER
"SEE BACKFILL REQUIREMENTS IN NOTE 0.
MiNXIMUMRECOMMENUED COVER BASED
ON VFCHICLIE LOADING CONDITIONS
PIPE
CLASS
CLASS 11
CLASS IR
DIAM
COMPACTED
DUMPED
95'A
901"
95%
4*
37
la
25
18
18
(5.5m)
(7,6m)
(5.51n)
(5.5as)
Er
44
20
29
20
21
(150mm)
(114m)
(6.1m)
(8.6m)
(6.1111)
(SAsn)
8"
32
16
22
Is
16
(200111111)
(4.61n)
(6. as)
K
Kft)
(4.9sa)
18
........
26
... . .
Is
IS
(250m.)
(I 1.6m)
(5,5m)
(7.Sm)
(5.5m)
(5.1,m)
12"
35
17
24
17
17
(10.7m)
(5.2m)
(5.2ra)
(5.2m)
15'
m
J7
25
17
18
075111111)
(I 1.61TI)
(5.21TI)
(TSM)
(5.2m)
(5.5m)
19,
36
17
24
17
17
(450fps,)
(11,010)
(5.2m)
(5.2m)
(5.2ra)
24'
28
13
20
13
14
(600mm)
(8.6as)
(4.0m)
(6.1m)
(0m)
(4,3111)
30"
28
13
20
13
14
(760mm)
(13151n),
(4 Om)
(6.1111)
(4.0m)
(4.3as)
lll
12
la
13
13
v9m)
0-7,71)
J54(11)
(4.0m)
(4.0m)
42.
11
16
11
11
(10601yall)
(7.01n)
(3.4m)
(4.9m)
(3.4m)
(3,4m)
48.
25
11
17
41
12
(1200was)
(7.6m)
(3 4m)
(3.7m)
60"
26
11
17
11
12
(1 SComm)
(7.6as)
13Am)
Zjf,)
(14m)
"aj
FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12.
6. MINIMUM COVER: MINIMUM COVER, H. IN NON -TRAFFIC; APPLICATIONS (GRASS OR LANDSCAPE AREAS) LOAD RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH
Is W FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO THE FOLLOWING ASSUIAPTIONS:
PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS. MINIMUM COVER, H, IS 12- UP TO 48- DIAMETER PIPE NO HYDROSTATIC PRESSURE,
AND 24" OF COVER FOR 6W DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE UNIT WEIGHT OF SOIL (Ysi) 120 POP
PAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET
REV. DE3CRIFIRON CHKO
cmF
OF COVER, EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS 11 BACKFILL.
-N" ED ;0 L,EFIC T THE COWIAIINTS AS REQUESIFUALS MU N.1 PERF.K11. ANY .11;;NEMNO OR LEI.LGN SERVfUES FOR TH--si
PROzarl NORHASADS ihDIIPLKDENTLYI�ERIFIED TNE UrORMATION SUPPLED. THE NUTALLATION DETAILS PROVIVEDHERaNARE GENEPAL kAN L
Yil
'THrIPROXOT.THEOC330oOiNRSHALL REVIEW MESK D5-Alt.3--mon to fJLLIARD, OR 0 4'30(2e
t:ONa TRUOI 10,11. a IS !f �"E DEMA ENGINFERS [I�THE
5 u.
SPON51all,. tY To EN sljiC- j�E'NDETAJO PROVIDED HEREIN MEETS OR EXOEiEV3 i HE DETALL (M-12 PER AMHr
APPitCAaLF.NA`a0l.NAL. WATF. OR LOCA! REQVlWF.ks-N 13 Alit> TO ENSURE T14AT THE DETArS PROVIVZO i,ERU. ARE ArCEPTA&E FOR j,,.sS
PROJECT. D:
/-PROPOSED
GRADE
360
360
EXISTING
GRADE
VIVIIN.
355
355
I
22.07f
OF
12" CLASS IV
CP
@ 2.
2% PROPOSED
FORCEMAIN
350
350
9+50 10+00 11+00
CULVERT
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
NYLOPLAST DRAIN BASIN WITH SOLID COVER
(1, 2) INTEGRATED DUCTILE IRON
FRAME4 COVER TO MATCH BASIN O.D.
MINIMUM PIPE BURIAL
DEPTH PER PIPE
(31 VARIABLE INVERT HEIGHTS MANUFACTURER
AVAILABLE (ACCORDING TO RECOMMENDATION
PLANS!TMEOFF) (MIN, MANUFACTURING
REQ. SAME AS MIN, SUMP)
(4) VARIOUS TYPES OF INLET 8 OUTLET ADAPTERS
N-IZHAPICORE)UAL'IIALL,ADSiW.'COR
AVAILABLE: 4'-36'FORCORRUGAIED HOPE
SNOLEINALL): N-12 HP, PVC SEWER (EX: SUR35),
PVC W0 (EX. 5CH 40), PVC C-900jCM,
CORRUGATED a RIBBED PVC
WNTERTIGHrJOIFIT
(CORRUGATED HOPE SHOWN)
I - 8 - 3W SOLID CUVERS SHALL BE OUCIILE IRON PERASTM A5rAGRAVE 70,ZG5.
2-
IF& IOSGUD COVERS FIT rRECTtY ONTO DRAIN BASINSIMTH THE USE OF
A PVC BQUY TOP. SEE Vf01NlU1G NO. RXII-I M-046.
3-GRAINBASN ; ri)BEC'JSTOAIMAt4UFACTIJREOACCORDINO'(OPLAN
DETAILS. RISERSARE NEEDED FOR BASINS OVER84'DUE fOSHiPPjNG
RESIRICTMS. SEE DFAMNO NCLIW:410-US5.
A - DRAINAGE CONNECTiON STUB JOATT IGHTIIESS SHALL CONFORM TO
AST.M 0-1?1•2 FOR CORft-QATEO HOPE {ADS NmIZI-ANCOR DUAL WALL),
-.N-fzHP, & PVC SEER (4--X).
5 - ADAPTERS CAN BE MOUNTED Oil ANYANGLE 0'10 Wo'. TO DETERMINE
M'NIMUM P44GLE BETWEEN ADAPTERS SEE DRA?ING NO A ?fA. 1:0402.
6 - Ir - 3W SOLID COVERS SHALL MEET H2O LOAD RATING.
7 - T& IVISOLID COVERS ARE RAT ED FOR LIGHT OUTYAPPLICAROPIS ONLY;
NO CONCRETE COLLAR NEEDED FOR UGHrDUTY RATING.
370
9+50
1WMIN WIDTH GUIDELINE
2' MIN.
COVER
1' MIN.
203-/j
65.18'OF
12" HDPE
PROPOSED
FORCEMAIN
37
365
DROPOSED
3RADE
EXISTING
GRADE
20�.
t OF
12 HDPE
@ 1.02%
10+00 11+00
STR 204 STR 200
....................................
8'MIN THICKNESS GUIDELINE
(6,7) TRAFFIC LOADS: CONCRETE SLAB DINJEN510N$ ARE FOR
(51 ADAPTER
GUIUEL NE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUSil`8E
ANGLES
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
ARAELEO`-36T
TRAFFIC LOADING, &OTHER APPLICABLE DESIGN FACTORS,
ACCORDING TO
SEE DRAWING NO. 701-110-111 FOR NON TRAFFIC INSTALLATION.
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
(3) VARIABLE SUMP DEPTH
4 MIN ON Ir ACCORDING TO PLANS
6,M, ON 8" - 24'. 10'MIN. ON W
&12*MN.ON',
BASED ON MANUFACTURING REQ,)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1,
CLASS 11, OR CLASS Ill MATERIAL AS DEFINED IN ASTM 02T21.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
355
350
11+50
5
0 50
PROFILE SCALE
u
1-i T--i —i
CD CD CD
Lu
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CD (D T—i
DATE
0312212021
DRAWN BY
A. MABEE
DESIGNED B
J. SHOWALTER
CHECKED BY
C. KOTARSKI
SCALE
AS SHOWN
JOB NO.
47747
SHEET
C5. 0
3:
L
FORCE MAIN NOTES:
1. DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS OF
AWWA C1 1 1/C1 50/C1 51 & DUCTILE IRON PIPE FITTINGS
SHALL MEET THE REQUIREMENTS OF AWWA C110/C153.
PIPE & FITTINGS SHALL HAVE A 40 MIL (NOMINAL
THICKNESS) PROTECTO 401 EPDXY LINING IN
COMPLIANCE WITH AWWA C116 AND A BITUMINOUS SEAL
COATING.
2. DUCTILE IRON PIPE FITTINGS SHALL BE PRESSURE CLASS
250 AND HAVE MECHANICAL JOINTS CONFORMING TO THE
REQUIREMENTS OF AWWA C111.
3. INSTLLATION OF DUCTILE IRON PIPE AND
APPURTENANCES SHALL CONFORM TO AWWA C600.
4. FORCE MAIN SHALL HAVE A MINIMUM OF 3.5 FEET OF
COVER, UNLESS NOTED OTHERWISE.
5. AFTER BACKFILLING, FINISHED GRADE ABOVE THE
TRENCH SHAL BE RESTORED TO ORIGINAL CONDITION.
6. THE LOCATION OF EXISTING UTILITIES ACROSS OR
ALONG THE ROUTE OF THE PROPOSED WORK IS NOT
NECESSARILY SHOWN ON THE PLANS, AND WHEN
SHOWN, IS ONLY APPROXIMATELY CORRECT. IN
ADDITION TO CONTACTING MISS UTILITY PRIOR TO THE
START OF CONSTRUCTION, THE CONTRACTOR SHALL, ON
HIS OWN INITIATIVE, LOCATE ALL EXISTING
UNDERGROUND LINES, FACILITIES, AND STRUCTURES.
THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY
UNDERGROUND LINES, FACILITIES, AND STRUCTURES
DAMAGED.
NOTES:
1. THRUST RESTRAINTS SHALL BE PROVIDED ON ALL VALVES, FITTINGS, BENDS, TEES
AND DEAD ENDS.
2. THRUST RESTRAINTS SHALL EXTEND A FULL JOINT OF PIPE IN EACH DIRECTION (20
FEET MINIMUM).
3. ADDITIONAL RESTRAINED LENGTH SHALL BE PROVIDED WHERE INDICATED BELOW.
THRUST RESTRAINTS SHALL BE MANUFACTURED BY EBAA IRON OR APPROVED EQUAL
AND THE SERIES AS INDICATED:
DUCTILE IRON PIPE AND MECHANICAL JOINTS: SERIES 1100
DUCTILE IRON PIPE PUSH ON JOINTS: SERIES 1700
PVC PIPE TO MECHANICAL JOINTS: SERIES 2000PV
PVC PUSH ON JOINTS: SERIES 2800
6" FORCE MAIN (CL 52 DIP) RESTRAINT LENGTHS
FITTING
LENGTH
NOTES
11.25' BEND
20'
EACH DIRECTION
22.5' BEND
20'
EACH DIRECTION
45' BEND
20'
EACH DIRECTION
90' BEND
40'
EACH DIRECTION
VALVE
60'
EACH DIRECTION
ASSUMPTIONS:
SOIL TYPE: MH (GRANULAR FILL)
SAFETY FACTOR: 2
TRENCH TYPE: 4
DEPTH OF BURY: 3.5'
TEST PRESSURE: 150 P.S.I.
6" FORCE MAIN RESTRAINED JOINT NOTES
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
36"MIN LARGER THAN 5" IN ANY
DIMENSION
24"Mi
INTIAL BACKFILL*
8"MIN (6" LIFTS)
EMBEDMENT
k THOROUGHLY COMPACTED
SPRING LINE BY HAND OR APPROVED
OF PIPE MECHANICAL TAMPER
HAUNCHING
NO. 68 STONE
BEDDING 6" max
4" min
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
ALL PIPE)
NOTE
1, OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68
STONE SHALL BE PROVIDED'
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
4. BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR PER ASTM D698
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
N TS
FIG. S-3
TD-34
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,
:
:
370
................. ..__...._............._................................... ..._...._.._............._............... ....................................................................... ,............................ .......--_..__.............
NOTE:
CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL
LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION AND MAINTAIN 18" MINIMUM SEPARATION
BETWEEN EXISTING UTILITIES AND NEW FORCE MAIN.
............................. _t..........................._.....................................................................__....................................................
365
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PUMP STATI N
DUCTILE IRON CL
52.FORCE MAIN„__, . __....
18" MIN _
SEPARATION
12" MIN I
f
370
365
O r
y �^
U MATTHEW R MILLER
Lic. No. 056393
05/28/9021 q�
NAL
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DATE
3/22/2021
0
DRAWN BY
J. MARSHALL
®
DESIGNED BY
®
M. MILLER
®
CHECKED BY
•
B. STRICKLAND
®
SCALE
V
UJ
H
uj LL
360 W �-
0
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z z
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^^ � H
CL O Q
W
355
Q W
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H :D
_I
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350 W
]OB NO.
345 47747
0+00 0+50 1+00 1+50 2+00 2+50 2+75
SHEET NO.
C6.0
0
m
0
s
S
L-
f-fl
FORCE MAIN NOTES:
1. DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS OF
AVVVVAC111/C150KC151 & DUCTILE IRON PIPE FITTINGS
SHALL MEET THE REQUIREMENTS OFAVVVVACiiO/C153.
PIPE & FITTINGS SHALL HAVE A4OMIL (NOMINAL
THICKNESS) PROTECTO401EPDXY LINING |N
COMPLIANCE WITH AVVVVAC11GAND ABITUMINOUS SEAL
COATING.
2. DUCTILE IRON PIPE FITTINGS SHALL BEPRESSURE CLASS
250AND HAVE MECHANICAL JOINTS CONFORMING TOTHE
REQUIREMENTS OFAWWAC1ii.
3. |NSTLLAT0N0FDUCTILE IRON PIPE AND
APPURTENANCES SHALL CONFORM TOAVVVVAC80O.
4. FORCE MAIN SHALL HAVE AMINIMUM OF3.6FEET OF
COVER, UNLESS NOTED OTHERWISE.
5. AFTER 8ACKF|LL|NG.FINISHED GRADE ABOVE THE
TRENCH SHALBERESTORED TOORIGINAL CONDITION.
G. THE LOCATION 0FEXISTING UTILITIES ACROSS OR
ALONG THE ROUTE 0FTHE PROPOSED WORK |SNOT
NECESSARILY SHOWN ONTHE PLANS, AND WHEN
SHOWN, |SONLY APPROXIMATELY CORRECT. IN
ADDITION TOCONTACTING MISS UTILITY PRIOR T0THE
START DFCONSTRUCTION, THE CONTRACTOR SHALL, ON
HIS OWN INITIATIVE, LOCATE ALL EXISTING
UNDERGROUND LINES, FACILITIES, AND STRUCTURES.
THE CONTRACTOR |SRESPONSIBLE FOR REPAIRING ANY
UNDERGROUND LINES, FACILITIES, AND STRUCTURES
DAMAGED.
NOTES:
1. THRUST RESTRAINTS SHALL 8EPROVIDED DNALL VALVES, FITTINGS, BENDS, TEES
AND DEAD ENDS.
2. THRUST RESTRAINTS SHALL EXTEND AFULL JOINT OFPIPE |NEACH DIRECTION (20
FEET MINIMUM).
3. ADDITIONAL RESTRAINED LENGTH SHALL 8EPROVIDED WHERE INDICATED BELOW.
THRUST RESTRAINTS SHALL BEMANUFACTURED 8YE8/V\IRON OF|APPROVED EQUAL
AND THE SERIES ASINDICATED:
DUCTILE IRON PIPE AND MECHANICAL JOINTS: SERIES 11O0
DUCTILE IRON PIPE PUSH 0NJOINTS: SER|ES17OO
PVC PIPE TOMECHANICAL JOINTS: SER|ES2000PV
PVC PUSH ONJOINTS: SER|ES28OO
4^FORCE MAIN (CL52DIP) RESTRAINT LENGTHS
FITTING
LENGTH
NOTES
11.25' BEND
20'
EACH DIRECTION
45' BEND
20'
EACH DIRECTION
90' BEND
20'
EACH DIRECTION
VALVE
40'
EACH DIRECTION
ASSUMPTIONS:
SOIL TYPE:
SAFETY FACTOR:
TRENCH TYPE:
DEPTH OFBURY:
TEST PRESSURE:
K4H(GRANULAR FILL)
2
4
33
150 P.S.I.
4»» FORCE MAIN RESTRAINED JOINT NOTES
CAST IRON LID
2'S{3UARECONCRETE -
3000PSI PAD
4x4-W4.0xYV4.0VVVVR-
a
MIN 8"
EXTENSION ROD ASREQU|RED-~
WITH 2"OPERATING NUT 1'
BELOW GRADE,...t
VALVE SIZE, PIPE SIZE AND
FLANGE TYPE ASSPECIFIED
ON PLANS
TYPICAL PLUG |G E
SCALE: NOT TO SCALE
INSTALL VALVE BOX COVER
AND CONCRETE PAD 1/4"
BELOW GRADE |NCONCRETE
DRASPHALT, OTHERWISE
INSTALL FLUSH.
� `-COMPACTEDBACKF|LL
-CAST IRON VALVE BOX
(SLIDING TYPE)
LUG VALVE
6"COMPACTED NO. 57
STONE UNDER VALVE
ZEACHD|RECTON
. l/ ... -11, * " ... . . . . I , " .,.,.,—,-- I - ; t .... ..
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LOCATION OF ALL EXISTING UTILITIES PRIOR TO
I
PROFILE SCALE
CONSTRUCTION AND MAINTAIN 18" MINIMUM SEPARATION
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County of Albetuarle
Cunservvation Plan Checklist ••'i:o be placed on Landscape Plans
(Handbook, pp 111-28'1-1-11-297 for complete spvchleaflons)
. The followiufL, item", stall be shown an the. ulao:
'T'rees lobe avcd;
❑ Linlrts of clearilig (oiltsidu dripblxe of bvt'f; to be savt. );
❑ Love on and type of proleclive la icixm
❑ Crude cllanges requiring tree v:eil� or watts;
❑ Proposed trenclibig ur tuntleling Beyond the €ialit.s of clearing.
2. i`Iarktn Y,
Q All tn:es tp bc: saws(i sliitll )e niarL,cil with print (ir ribin)at ;it a hei111it cltitrly visible In egiiipuww optratois.
❑ No gtadill� shall bvggixi ttatil lbi irtt nlaxwb3, Iias t),7ei3 bi.speeted and approvrci by a C'o}rntY iosthctor,
3. Pre -Construction Conference:
❑ '1'rce prt:,sQrvatioa and protection nieasures sh.atl be rev€evved with iho e(?iitractor ott site,
d Et ui anent Q eration and Slora r p
P Le:
13 t{:av t•qi'pxet, vvicular irlh. nd. sixgc ofca3isrocti >:n )r titeri" €,, uc[u<hn.soil 5iiat113t)t 17el)iEnnric4l ti1t311e ,hu„
ttxix3lines; altrees
in be sated.
;i, Solt Lrosiou and Storniwawr Detention Uevlees:
❑ oclt dt,vfecs shall not ;idvct eiy ati:ev,t trees ai bt: sltvtd,
6. Fires:
❑ Fires are trot pemuakxt within lilii feet of the driplhw of tret:s to be saved,
7. Toxic Ylawrials:
❑ Toxic material. shall not be stuwd willdn I00 feet of the driplitw of trees it) be saved.
8. Pro tectiveFeneillm-
C1 ` ,s to l -'r of 1 ` wi#1 in 4 •"L n 1 art t : but Ilia r f r li a ivit "1r I ` l >ct' t y f wing.
Trc. x, c , F cd i (i fu f 3. nu{ t ) gradin?, r.l s <rl be rt) v �d) c f ,
l i' t, 8 � Y p 1.
U Fexivitiq stitdl be in pl#ico ant€ ,shall bi, rnsPtettd aiid itpl).rOvd l)Y it CpUl}t V 1n9pG'CI(,r i)xiot to witding dr cCnFfittUtltiolt.
9. tree Wells:
❑ �Ylten. tite �Vr)otld level litust be wised within the d6l)liite ofu trt^c to by savttd, a tree well 3liii1i bo providett:li;d a cuaatrucdon dread
sulamitted for approval,
10. Tree Walls:
When f1w grouttd tevel alust W loweled within the drip line a irra to ha saved, a tree wail shall be provided; arvd a construction detail
submitted for approval.
11. Trenchlim and '1'urmeln :
u
❑ when flunc.hln.", is fm oired within the, limits of C:Itm-lin g, it Shall in; dope a6 far away %rom the twnkE; of bees as o.isible. �r n nefiu ?
t 1., P
under a large trt:s shall be eunsidered as an alternative when it is antic ilruteil that lis::;sssarg trenching vvrtl destroy llm&r routs.
12. Cleanup.
❑ Protective fencing shall be the last items removed during the final cleuncip.
13. Daxaaged l reei:
❑ Dal rw Qdtw,5ssba.li batrc,ate '.t : t tt i uii ' tit z l � d # n3n dL 4Iy i)} III U1�, f 1th2t).EfOik or otbvr :Ui4€ilu i� Et,uf 3tiI11Ctldtd Ii}' r tFL':" %11�i t;il3A .
Num l i` 1S'Tf.I.E DEVi LQPEi2'S 1tESI'C)NSIB.ILL7'Y �l'O CONFER WITH THE CONTRACTOR ON: I"REE. CONSERVATION
RE:QUIIiE,t1E; U S.
f NE.9 SlUNATURK
NOTE: STAKE EVERGREENS 6' OR
TALLER, ON SLOPES, WITH LARGE
CROWNS, OR IF LOCATED ON
WINDY SITES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT
STAKE UNLESS NECESSARY (SEE
NOTE). DO NOT WRAP TRUNK
SET ROOTBALL FLUSH TO GRADE
OR 1-2" HIGHER IN SLOWLY
DRAINING SOILS. DO NOT COVER
THE TOP OF THE ROOTBALL WITH
SOIL. ROOTFLARE SHALL BE
VISIBLE ABOVE FINISHED GRADE.
PRUNE SUCKERS
1:1 SLOPE ON SIDES OF PLANTING
HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
_. 3 /
,�
PRUNE CODOMINATE LEADERS / / f/ . / // ' `,'� . I
RUBBER HOSE 1 d{ ;,x'' �./
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GALVANIZED WIRE GUY d '� �i11%' �o�'
12 GAUGE. ALLOW FORA ( .,.,:, 1':.. / `. /' I .
x." ,,..
SLIGHT AMOUNT OF MOVEMENT /� �k r " 4
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2 X2 HARDWOOD STAKE f
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STAKE SHALL BE DRIVEN A MIN 18 OUT4.
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FROM TRUNK AND OUTSIDE OF ROOTBALL I, d / . ...,:�' - � 1. . . I ,\ 14 1 � � I . � . . / , � . _), of/ ;g {r, �E j'' o . %#3< #'
IF FIELD GROWN CUT AWAY ALL .. 4} ( 3 a � £ `_
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BALLING ROPES. REMOVE BURLAP OR .. . / 1 1f/' I r ,-�r
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O O BALL. F
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WIRE BASKET FROM TOP OF A I , ,
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CONTAINER GROWN, REMOVE Cr, - /
CONTAINER AND CUT CIRCLING ROOTS f, ';'e3
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1 COMPOST LAYER j /
BACKFILL PLANTING PIT WITH NATIVE ✓/fit, !r� '� aI I . .F"� ''°.Q . � �, j # r �' a 11 �!r�� � f""
,�/ a e,.11�
SOIL. INCORPORATE SLOW -RELEASE 1 ' ,, 1.� " t" ''-' `; t 1 f
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DIAMETER f 1 i / i I ! ,/ I / �,j i ?"'
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PLANT SCHEDULE
TREES
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
ILE AME
13
ILEX OPACA
AMERICAN HOLLY
8' HT.
B&B
JUN EAS
13
JUNIPERUS VIIRGINIANA
EASTERN RED CEDAR
8' HT.
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1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS
3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF +0.0 +o,o +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +o,0 +0.0 +0.0 +0.0 +0,' `h+4.0 10.0 + . +0.0 49.0 +0.0 +0.0 ` ' +Q G,, +o,0 +9 �1 ` +0.0 +0:0 -.,- '+ .o +4.0 49.o ;}; J +4.0 +4.0 +4.0 +9.0 +4.0 +0.0 +0.0 +4,0 _
LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT �' ,, "`- } l'
A ; ; 1 William R Jennings, Jr.
LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY E RpA. ` ,. ",,, f
FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM a.o D.o o.o a.o o.Q q.o 4.0 4.0 o.a o,fl 0.0 4.0 o.a o.o 0.0 4.0 0.0 o.Q 9.0'""` ` o.a 4.0 4.0 �rf�R 0.0 4fl 40 4.0 '`'^a:a^ qa 4,a 4.0``.., '` a 4 4.0 4.0 0,4 o,a 0,0 0,a 4,Q Consulting Engineering PC JOB No.
LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL ." \/iyF , '` ; 316 Brook Park Place, Suite A3 47747
OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ON HALF " �' `. /> ->
FOOTCANDLE. Phone: t(43) 5250 91 SHEET NO.
PSTATION SITE PLAN -LIGHTING '° 20�Scale: 1" = 10'-0" Fax: (757)282-2636
2. LIGHT LOSS FACTOR UTILIZED = 1.0 0_�T�M
: 1" = 10'-0" Email: bjennings@jenningspe.com SL-1 1
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LIGHTING FIXTURE SCHEDULE
TYPE MANUFACTURER CATALOG NUMBER VOLTS VOLT- FIXT LAMPS DESCRIPTION REMARKS
_ AMPS EFF QTY TYPE _
D S Y COM L / L C T- FF.
A LUMARK PRV-PA1A-730-U-T4W-BZ - TYPE 4 WIDE MVOLT 54 N/A N/A LED POLE MOUNTED, 3000K CCT LED. OUTPUT = 6816 LUMENS LIGHT LOSS FACTOR 1.0 USED IN CALCLULATIONS Q
_ PROVIDE FIXTURE WITH PHOTO -CELL CONTROL.
WALL MOUNTED, FULL CUT-OFF, 3000K CCT LED
B LUMARK AXCS5A-W-BK-PC2 MVOLT 51.9 N/A N/A LED OUT PUT = 1526 LUMENS LIGHT LOSS FACTOR 1.0 USED IN CALCLULATIONS Q
PROVIDE FIXTURE WITH PHOTO -CELL CONTROL.
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