HomeMy WebLinkAboutSDP202100025 Plan - Revision 2021-07-12 (2)KESWICK WASTEWATER TREATMENT
PLANT IMPROVEMENTS
MINOR SITE 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@TI MMONS.COM
TAX MAP PARCEL: 08000-00-00-06OA0 & 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: 75FRONT
25' SIDE
35REAR
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.
SIDP199100097
COUNTY OF ALBEMARLE, VIRGINIA
RIVANNA DISTRICT
o7/os/2o2i
Keswick
Rugoy
(SITE
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@KESWICK.COM
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE. SUITE 200,
CHARLOTTESVILLE, 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
APPROVAL DATE
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DATE
0312212021
DRAWN BY
A. MABEE
DESIGNED BY
J. SHOWALTER
CHECKED BY
C. KOTARSKI
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HEALTH DEPARTMENT
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GENERALNOTES
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 (HORIZONTALMERTICAL). 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 VARIABLE WIDTH'
FILLED WITH CONCRETE. NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2%
BOLLARD SHALL BE
PAINTED YELLOW
PAVEMENT
/
2'-0" DIAMETER CONC. FOOTING
3,000 PSI @ 28 DAYS NOTE: SIDEWALKS SHALL BE Y 4" 3,000 PSI AIR -ENTRAINED
CONSTRUCTEDIN L// CONCRETE
ACCORDANCE WITH COMPACTED SUBGRADE 4" TYPE 21 B STONE
VDOT STANDARDS.
DENOTES AREA OF CONCRETE SIDEWALK
FIXED BOLLARD DETAIL CONCRETE SIDEWALK PAVEMENT SECTION
No Scale No Scale
ASPHALT 1.5 TIMES
EXISTING PAVEMENT
MIN. 2" WEAR COURSE
AND 4" BINDER COURSE
TACK AND SEALS / STACK AND SEAL
6" 6"
• • . COMPACTED
VDOT #21A
................
.................
.................
PIPE
:... : BEDDING AS REQUIRED
NOTES:
1. PAVEMENT CUTS SHALL BE STRAIGHT AND VERTICAL
2. REMOVE TEMPORARY PATCH IF PRESENT. EXCAVATE COMPACTED
BACKFILL AS REQUIRED TO INSTALL NEW BITUMINOUS ASPHALT.
RE -COMPACT SURFACE OF BACKFILL PRIOR TO INSTALLATION OF
aerru
PAVEMENT REPLACEMENT
No Scale
FENCE AND GATE
No Scale
h�12"�f i�t2"�i
NOTE: ALL 6'
CHAINLINK FENCING,
POSTS, AND
ACCESSORIES ARE TO
BE BLACK PVC CLAD.
2" ASPHALTIC CONCRETE SURFACE
COURSE - SM-9.5A
3" INTERMEDIATE BASE COURSE - BM25.OA
TYPE 21-B AGGREGATE SUBBASE COURSE
COMPACTED SUBGRADE
CAwwm� DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
HEAVY DUTY ASPHALT PAVEMENT SECTION
" MIN MATCH EXISTING IF THICKER
PROVIDE TENSAR BZ1200 COMPACTED SUBGRADE
UNDERLAIN BY NON -WOVEN PREPARED PER GEOTECHNICAL
GEOTEXTILE DRAINAGE FABRIC REPORT RECOMMENDATIONS
MIRAFI 180N OR EQUIVALENT
BELOW STONE
46mDENOTES GRAVEL SECTION ON PLANS
GRAVEL ROAD SECTION
No Scale
NOTE: PROPOSED
PAVEMENT MUST TIE
IN WITH EXISTING
PAVEMENT
EXISTING PAVEME
H
a
SAWCUTTHROUGH
V EX. SURFACE
X COURSE
w & REMOVE
PAVEMENT
\ 2' MIN
EXISTING
PAVEMENT
PROPOSED
MATCH EX. CROSS
SLOPE UNLESS OTHERWISE
SPECIFIED ON PLANS
PROPOSED
SURFACE
COURSE
MILL EX. SURFACE COURSE J / BASE COURSE
SAWCUT EX. EDGE OF PAVEMENT � AGGR. COURSE
PAVEMENT REPLACEMENT JOINT DETAIL
No Scale
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DRAWN BY
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CHECKED BY
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DRAWN BY
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DESIGNED BY
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CHECKED BY
C. KOTARSKI
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LEGEND:
CONCRETE SIDEWALK
HEAVY DUTY ASPHALT
GRAVEL
CONCRETE SECTION FOR
ELECTRICAL, MECHANICAL AND
OTHER EQUIPMENT DESIGNED BY
OTHERS. SEE OTHER PLANS FOR
DETAILS
FENCE (TYP.)
I
U� '
m�
7 I
I
EQUALIZATION I
BASIN
I
U/G POWER
\ \ POSS CENTRAL VA100� / } �/ / / l / / �LTH
\ \ ( ELECTRIC CO-OP) /G- OF (�
\ \ U/G TELEPHONE / }/ / / . \ / / / / / / / /IS
iX_S7f{q\, Y
\ \ (POSS CENTURYLINK) / \ / / / / / I / I -(.. No. 0402057151
SHN'.11TER
/NV=353.00 }/ � / z / I j ► rS/r �.♦ A l 1;tiC'�
J /
GRA)/EL
o
\ INV=355.69 / / / PS /-+--------\ > E
\ \ 6E
y! > >i
Q U. p (n (n
W0 —o'c ,Mx
FENCE `2 aV OVz Ow gg
5 GA E
TREE 7'CHAIN LINK FENCE _-- 3 0� a (n z z
00'<
\ / Lu
0 T
TW=351.8PROTECTION lNV=338.81
�OO
(TYP.) /�� - V V
CONTRACTOR SHALL REMOVE 0TERRA COTTA � � > wwX/AN"ESTORE CHAIN LINK 'naVz on
a
FENCE AS NECESSARY FOR c� II
I x I xI� w
H
FORCE MAIN INSTALLATION. J I FOREOLE-03 M N N
X 354I5' CURB
o w
Wa W9 0GS lNV=338.77
LIMITS O"TERRA COTTA 1 / 000, fASPHALT = ------U/G vi
9,440 SF /UGT M s UNKNOWNa _ TW=351.83 0
SIGNAL
_ I s I CONDUCTOR �
/ `— 3 UTIL VAULT T — T TOC=351I4 0
1/ // / / GATE / 0 I I I =
U/G POWER / / _ _ _-SAN —I I �_y F-n w ry ry
/ / \ I I � I PUMP HOUSE AND o
\ / �_ J I I MECHANICAL PANEL > 00
/ �� /AN TIE IN PROPOSI Dao
L C$ F C C
FENCE TO EXISTI G I GRAVEL ¢ M ry o
_
/ ASP;'
V A / W/OHAND RAIL _ DATE
I zo 00
__________________ f / �� � X TIE IN PROPOSED �
/ / P�P� �i/� /'` �r — — — — rJ I I FENCE TO'EXISTING >
\ \ GRAVEL PS J X 566.0' / X 355s TRENCH AND INSTALL � 03/22/2021
/ JG� / / FORCEMAIN AND REPAIR I 2.5Y4' UTIL ULT 0
/ \ \ / �_ �G / / PAVEMENT PER PAVEMEf T I / DRAWN BY
REPLACEMENT DETAIL. ❑s V( / A. MABEE
_ y
I� DESIGNED BY
ASPHALT CURB I / I `\ > TOC=351.79 II •
I JGQ I I I I i FENCE (TYP.) / • J. SHOWALTER
/ / \ r \ Cr/j TRASH COMPACTOR I / -- i NCHECKED BY
� ^`` I I •
/
JQ� �� I I \ I / • C. KOTARSKI
x \ / / / / / / I i � 'I X 354.9' \ G \ O • • SCALE
TIE IN P 40SED I
FENCE YO EXISTIN its I CONCRETE m 1 / I AS SHOWN
x q
LIMITS OF ---
DISTURBANCE _
9,371 SF BLOWER �! /
\TYP) / \ 4' Eli----
/ VAULT / 1 x I STORYFRAME J / I I / I / U/G POWER --
SHED UGP Il
/ DUMPSTER PAD WITH \F� j (TYP.) — _ — — — —
\ OLLARD TYP. �� � — — — — — — — —/ ` _ �u6P — — I
LAYOUT AND CL
CHUTE / OLD-DATR ICI 5 Q ,WSJ j ❑s -� 4'PLASTICCONTA
\ I PER EQUALIZATIONS / APPl3bXLOCATIONOF x II ,A
` TANK PLANS ROCK, BRICK U/GiFORCEMAIN-4"DI I I J x -L v J
\ l &STONE LAY (SHOWN PER PLANT I x——x— x x— — — I I U/G POWER
x— x 1
DOWN AREA _ \ \ 4N\CALED) I /j vs / I n
M 2.5X25'GRATEINLET
TIE IN PROPOSEDLu
FENCE TO EXISTING NEW RAVEL
cuR6
TW=36719 DRIVE U/G TELEPHONE
/
w
I
/ TIE NEW ) 7� JGe
/ GRAVEL DRIVE \� \ LUMBER
PILE
/ TO EXISTING \� \ / x RE-ROUTE EXISTING POWERANp / / I /II 1 O Q
TELECOM LINES PER ELECTRI AL PLAN. 3 1 , 2
/ GRAVEL \ / �� CONTRACTOR SHALL COORDINATE / I /
U/G UNKNOWN I RELOCATION WITH THE APPROPRIATE Z
1� C7
CONDUCTOR - POSS FOR CEMATN / TELECOM AND POWER COMPANIES. Q� I LL Q
TRENCH AND INSTALL FORCEMAIN. \� eUCT4/O Q UGP� � — I II SANITARYMANHOLE } a
REMOVE AND REPLACE GRAVEL AS GRAVEL I/ <O/N J� } I II TOPIN = 3 0 �� z
/ NECESSARY TO MATCH THE \ / I INV. IN = = 346.
7 5..3' ELECTRIC BOX
I ' INV. OUT = 346.33 O
EXISTING CONDITION. (TYP.) \`\\> CONC, PAD
/ O \ r w
4' PLASTIC CONTAINER / I co / \ \ r
TOP 8" IRON Q&DATR
\PIPE=373.48 APPROX. LO�FlQN OF \ \ \ \ \ /
TW=36719 i
U/GI"PVC LINE
\�co \ ( ,
LIMITS -OF (SHOWN PER PLANT SIDE
DISTURBANCES\ PLAN -SCALED)
9,233 SF \ \ \ \ ROOF DRAIN (TYP) ~�
k \ ABOVE GROUND
\INK PROPANE TANK
P CON"ALL
W
CONC. DOCK00
O
S'7.Q��Cp \ \ // U x� / f FFE\-36�9 ' X 10
\\ TI IN PROPOSED cT� NT9i,1, \
`, / \ ^ \ \ \ I / SCALE 1 "=10'
\�- FORCEMAIN TO A �\ �., \/
NG FORCEMAIN \ TOP 8" IRON \ \ / \ l / JOB NO.
6"IRON VALVE TW=36725 C \ \ \ / / �y / 0 10' 20' 47747
\x \ PIPE=373.44
\ \ \ \ SAN\ \ \ \ �� \ / /�� ✓ �\ \ \�
U/G UNKNOWN SIGNAL \ \ SHEET N0.\
CONDUCTOR - POSS SLUDGE LINE \ \ \ \ I ' C3" 0
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U/G POWER /
(POSS CENTRAL VA / /
/ \ / '�GALTH O�
ELECTRIC CO-OP)
S ��°y...•^ (/�QI
U/G TELEPHONE / / / / /"� ' /� / / / \\ I I /
(POSS CENTURYLINK) } ' /' / /,' / \ / ` i / 1 / I�-STELA . N.y
02057151
40 07/08/2021
4
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PS / - / 0
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I1d OREH\OLE-03 M O (n
\1 lNV=338.77
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/ / ) ASPH//LT \ I I I ' / " !f1 �-- \ / \\
/ / 0 36, /' / \ ' / / I -- x U/G /' \ vi
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\/ \ \ _ _ - Q / / \ \ M I I CONDUCTOR
366 / /L\ / \\ JO / \ \ FM, J 3WX U�IL VAULT I I I II _ I TOC=351I4 / 1
, \ / \ l GATE l / 04 T x
�/ ' / `\ \ \��Of
� `\ / �/ U/G POWER \ \ \ / / / \ I I I Lae11
',,/ / ��-SAN— I L—� I11 I x I > W 00
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1 / / \ / /' , -�SAN I I I I ( GRAVEL U M I
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'000W ND RAIL > DATE
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--- �/ 11'
/ I
/ / M / / J / �/ , I �r 656.0' X�ss.s' / I 1\ \ \ 2.5 Y4' UTIL AULT o
GRAVEL I / 03/22/2021
,'/ /' / / \ 3s'\ / II /�J�' Y/ / // / I / II / 11 \\I / } DRAWN BY
SPN-� A. MABEE
/310 / M//'/ I/
PR16VIDE CULVERT INLETy p ` X
PRdT ION ON EXISTING / / / ' / I ^ \ 1 \ I DESIGNED BY
\ f \ \ / CURB ' I / / 1 I / TOC=351.79 / ''dr' ASPHALT `
' } m r, \ €a.. \ ANd POSED CULVERT I / ' / � (III I ' / z •
BEF RE RAIN EVENTS/ / / / �SpN // `' I I / ' I 1O I / I 11 I / I I / •
�k
1 LTER
UNT L SITE IS STABILAZED / I I o l
\ / / ,,( F CE j l/� / I I TgASH COMPACTOR / -- / N� 11 / /I/ I I • CHECKED BY
I VDOT STIJ CLASS GATE l /�
0 / / / I - I ` i ` O I / - Q \ —� 1 I 1 / • C. KOTARSKI
Al RIP�i4P J
' ` S WIDT 1 = 5.25' / . X 354.9' \JO \ I \ c
� \ / / / / / / I I i / \ � ' / /� ` I \ O I • SCALE
\I WIDT�2=5.25' / / / / y�i -5/1 / \` 1 \ 1 1'`
L \\ \ \�\\ / LENGTH = 4.75' 1 2 / /' x I '� \ CONCRETE l /m / ' I II \ '\ \ -- i ^ 1" = 10'
204 \\ \ \ \ DEPTH = 18" / / / / /9Q / / I \ / / Al
/ ,02 / ! III
/ I b• � \ � ` :\ / (Y' VDOT STD CLPySS I � / i 'i \ �I I 1 -
/ / \ /365.00'�� 362.50' I\ /\ \ �`.� �/ / 01 _ / Al IRIPRAP RIi----i
T \ \ \ \ ��\ pp' WIDTH 1 = 3.®' x III I 1 STORYFRAME / I JO% U/G POWER I \I L--- \ \ '
203 M 36 T9' 1 i� _ - - - - WIDTH 2 = 5/U' 1 SHED / i / I I
\ \ - ' LENGTH = 4' I / �(t6rP � _ / -
I —------- ------ - / / / I '/
\ i -DEPTH-1/8 L---------- _�tM=P
�,-------- T-- - / \ TC \ ` OLD-DATR 5 _ _ - / ❑p l 4' PLASTIC CONTA
�3.00' \ 36z60 /\ P bXLOCATIONOF i i 3 _- - - - - _------ - - - -__ \ I/
CEMAIN-4"Dl I I \ \ / ` _ \ - - - ^ _ - X
/ 'T U/G POWER /
I / ROCK, I NE LAY \ / / \ SHOWN PER PLANT\ /r \ _ _ � ' - _ , _ \ x— X / —X— —X— �X - x—� —X- - \I ' I /
I / Q \ \ \ PLAN -SCALED) y� \ /-------- - I /
/ DOWNYIREA ^ GQ
TC \ ' - - \ \M \ / c� \ \ \ \ 1\ \ \ / j// I 1 \ /J I / I I TOP 353.98 TE INLET //
/ \ Lu
36320'
\ CURB
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TW=36719 / \ U/G TELEPHONE _ _ ` 1 \ \ \ \ \ \ \ \ \ \ _ OQ - 1 \ \ \ ` X 0/ w Q
\ �POSSCENTURYLINK) r _ I , _ \ \ \ \ \ \ \ \ J JGQ IZ
LUMBER
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/ T 367.24 \ 1, \ \ \ \ \ \ GRAVEL / \ \ - `\� \ \ \ \ \ \ \ \ \ TOP=355. 10 LL
L7
T / \ } \ INV. IN = 3Q6 52
\5..3' ELE�TtdIC BOX, \ \ \ ` \ i \ 1 \
60NC,pAD \ \ I INV. OUT' 346.33 O
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Qa
LLJ
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Fivj � TOPS"IRON Q&DAT(3 �v�\ \� \\\\ \\\ \ \\\ \\\ \\\\ \\ \ \\ �\ \, \\ Q z
APPROX. LO�FlQN OF \ \ \ \ \ \ \ I \
PIPE=373.48
® U/G 1"PVC LINE'-.
(SHOWN PER PLANT SSE
PLAN -SCALED)
\ROOFrWAIN7TYP
ABOVE GROUND \ UGC k\ \
PROPANE TANK00
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SCALE("=10'
12
STOC�C,\\�\ \ / /f FF 6529 �I
NOTE: PROVIDE CU
\ \ \ TOP 8" IRON \ / e\ \ / /� / / I / % 1\ I \ I JOB NO.
- 6"IRON VALVE \ k `'- -- PlPE=373.44 \\
\\/ / I I / 11 \ \ ' \\ I`� 47747
\ t1,\ �\ - _ _ _ ® S"9'y \ \ \ \ 7;� \ / � ✓ �\ I I \ I 1 1\ 11 \\ \` SHEET NO.
U/G UNKNOWN SIGNAL
CONDUCTOR - POSS SLUDGE LINE \ \ \ \ _ \� \ _ \ \ I 5 \ I I \ 1 \ C4, O
U/GP WER l \ \
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PROJECT KESNVICKW TP
SHEET
UNITS
OF
ENGLISH
CULVERT
DESIGNER:
REVIEWER:
DESIGN
A. _MABEI
FORMLD-269
DATE:
DATE:
319,2021
ROAD COUNTY Albemarle (Zone I)
CULVERT 1 VA
NOAA Station Charlottesville
HYDROLOGICAL DATA
Method: RATIONAL
Drainage Area: 1.15 Acres
Time of concentration 10 _Minut es
DESIGN FL OR'S
Shldr.
Elsf=
Eli=
L=
S=
SKE'=
Elev. Lt. =
ELIiIYd= 358.46
0.00 ft
357.65 ft
22.07 ft
2229E
00
RoadwaYWidth
ft
ft 7►--
11
------ --------------------------------`--------------
H`t
_ ______ ___
DEPRESSION
'In" Bed
ft ROADWAY
__
0 in.
0.013
ELEVATION
Stream Bed
360.49 ft
---------
Elo=
Road Length 0
Freeboard=VALUE!
Shidr. Elev. Rt =
--
H
TW DEPTH
TW TW VEL.
Cbmnel Inv-E.I..
357.16 ft
Suface Type
0.09
15.10
357.53
GRAVEL
ft
ft
ft
fps
ft
R.I. (years)
FLOW' (cfs)
5
Design
1.68
2
Check
1.45
10
Max.
1..88
CULVERT DESCRIPTION:
TYPE: Singleltiinitiple Conforming
Inlet Edge Description:
Smooth Tapered Inlet Throat
TOTAL
FLOW
Q
cfs
FLOW PEE
BARREL
QIN
cfs
HEADWATER
CALCULATIONS
CONTROL
HEADWATER
ELEV
ft
OUTLET
VEL
fps
MINIMUM
SHOULDER
ELEV.
€t
COIMII&'IENTS
INLET CONTROL
OUTLET CONTROL
Single:Mul tiple Conforming! Broken Back Culverts
HWi'D
HWi
ft
FALL
ft
ELHW'i
ft
TW
ft
do
ft
(&-D)2
ft
ho
ft
ke
H
ft
ELHWQ
ft
MATERIAL
SHAPE
Size (in)
N
Adannin95
n
Concrete
Circular
12
1
0.01
1.65
1.7
0.81
0.81
0.00
35S.46
0,09
055
0.78
0.78
020
0.13
358.07
358.46
5.99
1.45
15
0.75
0.75
0.00
358.40
0.08
0.51
076
0.76
0.20
0.10
359.01
358.40
5.74
1.SS
1.9
0..87
0.87
0.00
358.52
0.10
0.59
0.80
0.79
020
0.17
358.12
358.52
6.16
Broken Back CTtlTert
T.AHAWATER DATA:
TAILRIATER RESULTS:
ROADWAY DATA:
ROADWAY OVERTOPPING:
LENGTH
Elea.
SKEW °
Channel Shape
Trapezoid
at
IInII =
0.035.
Discharge
cis
Elevation
ft
Flow
depth
ft
Velocity
fps
Shy
force
PSF
Roadway Width, ft
11
Discharge
cfs
Overtopping
Discharge
Cfs
Overtopping
Elevation
ft
Bottom Width. ft
S ide Slope Lt:[H:1 V)
S ide Slope Rt: CH: 1V)
Channel Slope, fUft
1.00
Surface Type
GRAVEL
2.50
Design
357.62
0.09
15.10
22.71
Top of R Dad E levation, ft
360.49
Design 0
0.00
2.50
'Check
357.61
0.08
14.42
20.97
Len gth of Road, ft
0
Chael 0
0.00'
4.0000
%lax.
357.63
0.10
15.65
2421
2ti. 0
C.00
Distance
Elevation
n -
TECHNICAL FOOTNOTES:
(1) USE Q;NB FOR BOX CULVERTS
(4) ELhi = HWi +ELi (INVERT OF INLET CONTROL SECTION)
(6) ho = TW or (de +D,2) (WHICHEVER IS GREATER)
(2) HW vD = HWM OR HWi-] FROM DESIGN CHARTS
(5) TW BASED ON DOWNSTREAM CONTROL OR FLOW
(7) H = [1 + ke+ (29n1R'-"]v72.g
(3) FALL = HW'I - (ELHW'd - ELsf); FALL IS ZERO FOR CULVERTS ON GRADE
DEPTH IN CHANNEL
SUBSCRIPT DEFINITIONS:
COMMENTS I DISCUSSION:
CULVERT BARREL SELECTED
HW'd DESIGN HEADWATER i
INLET
SIZE: n:
HWi HW IN INLET CONTROL o
OUTLET
SHAPE: MATERIAL:
HWo HW'INOUTLET CONTROL Sf
Streambed
ENTRANCE:
I
.'g- Culver t face
,
PB I NO PROJECTION OF PIPE ABOVE GROUND LINE
TOP OF FILL
TOP OF FILL
TOP OF FILL
GROUND LINE x
GROUND LINE
x
GROUND LINE
EARTH
II
ROC
UNTYK OR
ELOING
I3 r,EARTH
SOIL
IEI
a
BEDDING
4
MIN p
X D X BEDDING
MATERIALSIP
MATERIAL
MIN. 1/10 D n I
X D X
= I1� 1 31 6
MIN. 1/10 D
% D % BEDDING
MATERIAL
$
F24"
NORMAL EARTH FOUNDATION
... BERMAX.
ROCK FOUNDATION
FOUNDATION SOFT, YIELDING, OTHERWISE UNSUITABLE MATERIAL
PIPE PROJECTION ABOVE GROUND LINE
MIN. 1.5 x D MIN. 1.5 x 0
MIN. 1.5 x 0 MIN. 15 x D
MIN. 1.5 x 0 MIN. 1.5 x D
STOP OF FILL
TOP OF FILL
TOP OF FILL
x
Nr///r r//Nrr :.
- __ rr y :i.'•:•}ii.'•-
" •• GROUND
l :::: _IRE
-_ : /JJ/!Jr J/N/// •:
:IFI•:•:•:•:•:•:•:•
-_ i rr // •>:•>:•>:•>: -
-
" / GROUND
p =;' • • d ;:; LINE
=
-
J!r!/J////r// !/NJJ!//J/!//
r/rrir//J/ r//r/rriri=
/!/N/r// rN/!//J/
a
-
LINE
_
III IIId II�IL--III II e EARTH
It ROCK ORMIN. 1/10 D
- UNYIELDING
MIN. 1/10D ^'
BEDDINCEN:TH
MIN. 1/10 0 X D X BEDDING
MATERIAL
_ _ _
'IT OFEH SOIL
MIN, B", BEDDING
MATERIAL
NORMAL EARTH FOUNDATION
MAX. 24" MATERIAL
ROCK FOUNDATION
FOUNDATION SOFT, YIELDING, OR
OTHERWISE UNSUITABLE MATERIAL
®BEDDING MATERIAL IN ACCORDANCE WITH ® EMBANKMENT NOTES
02 OF THE ROAD AND BRIDGE
SPECIFICATIONS.ECTON
FOR GENERAL NOTES ON PIPE BEDDING
.�.T REGULAR BACKFILL MATERIAL ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS
CLASS I BACKFILL MATERIAL IN ACCORDANCE I:::•1 WITH SECTION 302 OF THE ROAD AND BRIDGE
WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES
SPECIFICATIONS. SPECIFICATIONS. ON SHEET 107.00.
FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL
FOR PLASTIC PIPE IN ACCORDANCE WITH SECTION 302 OF THE ROAD CRUSHED GLASS CONFORMING TO THE
6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN
OVER PIPE AND 6" REGULAR BACKFILL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE
OR 12" OF CLASS I BACK FILL MATERIAL USED IN PLACE OF CLASS I BACKFILL.
N ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
T H M L AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE,
INSTALL. OF PIPE CULVERTS AND STORM SEWERS
SPECIFICATION
REFERENCE
ROAD AND BRIDGE STANDARDS
CIRC. PIPE BEDDING AND BACKFILL -METHOD "A"
VIRGINIA DEPARTMENT OF TRMSPORTATION
3oz
303
5„EET , CF 4
REVISION DATE
0]/19
l0].01
NYLOPLAST DRAIN BASIN WITH DOME GRATE
(1,2) INTEGRATED DUCTILE IRON
GRATE TO MATCH BASIN O.D.
7 _
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
(3) VARIABLE INVERT HEIGHTS RECOMMENDATION
AVAILABLE (ACCORDING TO (MIN. MANUFACTURING
PtANSTAKE OFF) RED. SAME AS MIN. SUMP)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4"-3Y FOR CORRUGATED HOPE
(ADS N-12MANCOR DUAL WALL, ADSIHANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC GMUIC905,
CORRUGATED & RIBBED PVC
WATERTIGHTJOINT
(CORRUGATED HDPE SHOWN)
1 8'-SIT DOME GRATES SHALL BE DUCTILE IRON PER ASUM AM
GRADE 7OG6D5.
2 - 8.81m DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE
OFAPVCBODYTOP. SEEDRAWINGNO.I001-110L45.
3- DRHN BASIN TOILE CUSTOM MANUFACTURED ACCORDING TO PL M
DETAILS. RISERSMENEEOEOFOR INSOVER84"OUETOSHIRNNG
RESTRICTIONS. SEE DRAWING NO. 7WH 110 NIS
4 - DRAINAGE CONNECTION ST.8 MINT TIGHTNESS SHALL CONFORM TO
ASTM W212 FOR CORRUGATED HDPE (ADS N ISLANDER DUAL WALL).
N-12 HP, & PVC SEWER PC - %T.
5 - ADAPTERS CAN BE MWMEOONMYANGM0O TC W'. TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO, MI 110012.
6 - 8-31FDOMEGNATES HAVENO LOAD RATING.
FINAL
BACKFILL
MIN COVER TO MIN COVER TO
-tile0 INITIAL
HAUNICH
BEDDING
IS E TAB ') FOUNDATION
NOTES'
(5) ADAPTER ANGLES VARIABLE
W -36V ACCORDING TO PLANS
E MIN ON W & W
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6-MIN. ON 8--24, 10" MIN. ON 30"
& 12" MIN. ON 36'
BASED ON MANUFACTURING RED.(
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
r-3r CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
RECOM,EMED MINIMUM TRB(CH M1006
RPED0IM.
MIN.TFENCH
(1051n)
(5x1mm)
(150mm)
(584mm)
(ZLgmm)
(660mm)
10.
(2501
(7118mm)
�yytT���
,»VISR"
SIDE
(]BH....
IV
34'
(9T� )
(Bfi4mm)
te'
39'
(g50on)
(9
z4•
4B
48F
(60Dmm)
(1219mm)
0
56"
(TSDmm)
(146,F
36
64-
(105M."
(1829mm)
40'
GY
(1200mO
(2032mm)
96"
(150Mnn)
(2A39TnQ
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WRHASTM D2321, STANDARD RLICFICE
FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTIERGRAVRYHI.OW
APPLICATIONS", LATEST ADDITION
2. MEASURES SHOULD BETAKEN TO PREVENT MIGRATION OF NATIVE PINES INTDBM00-TLL MIURERI
WHEN REQUIRED.
3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, TIECONTRACTOR SHIML EXIMPMATE MA
DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUNABLE MATEIiILASSPEGFED BYTHE
ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, TIETIENCH
BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, It OR MIL THE GONTRACIgi SFLLLLPROVpE
DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED WTIE
ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4• (100mm) FOR 4-ZIP(t00mm$OMRk 8•(151Mm)
FOR 30"EO" (]50mm-15MrRUU.
5. INITIAL BACKFILL SUITABLE MATERIAL SHALL BE CLASS I. II OR III IN THE PIPE ZONE EMENDNG NDT
LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR
MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS !REQUIRED) IN ASRt DIST.
LATEST EDITION.
6. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSGPEAREAS)
IS 1T FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQU8E�T0
PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H. IS 1T UP T048' DIAMETER PIPE
AND 24" OF COVER FOR 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE
PAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET
OF COVER, EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS II BACKFILL
MINIMUM RECOMMENDED COVER BASED ON
VEHICLE LOADING CONDITIONS -
SURFACE LIVE
LOADING CONDITION
PIPE OWM.
H-2S
HEAVY CONSTRUCTION
(]5T MILE LAOD)'
IT-48•
1T
SIT
PIMmn-1200mm)
(305mm)
(12191
1.
1.
60'
L500mm)
(610mm)
(1524mm)
• VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER
'SEE MACNEILL REQUIREMENTS IN NOTE B.
MAXIMUM RECOMMENDED COVER BASE
ON VECHICLE LOADING CONDITIONS
CUSS I
cuss II
CLASS In
PIPE ONII
CgAPAQTED
DUMPED
95%
90%
95%
4'
w
18
25
18
18
(ITT.)
OIDIRE)
IRS.)
(]BIN)
SEEM)
(5.5m)
6'
44
20
29
20
21
0501R)
(13-4m)
(film)
(8.8m)
(film)
(6.4m)
8•
32
15
22
15
16
[20INn)
R)ARF)
(4.6m)
(6.7m)
(SAUDI
(4.9m)
1P
38
18
25
18
18
05a..4
(11 OP)
(55R)
(].9m)
(5.5m)
(5.5m)
IT
35
17
24
17
iT
POpmn)
(1P]m)
(5.0LL)
(73m)
(5.2m)
(5.2m)
1Y
38
17
25
17
18
pr n)
(11_6.)
(521IIt)
O BRU
SIZED)
(5.5m)
IV
36
17
24
17
17
(1150mm)
(11.0m)
(52m)
(7.3m)
(5.2m)
(5.2m)
24'
28
13
20
13
14
(M.)
(B.Sm)
(Ulm)
(6.1m)
(4.0m)
(4.3m)
30'
28
13
20
13
14
(150"1
015R)
(4-0R)
(6.1m)
(AIDE)
(4.3m)
SIT
25
V
18
13
13
( M-0
(T.9m)
(3.7m)
(55m)
(4Om)
(4.0m)
4T
23
11
16
11
11
(1051J."
(TOR)
(31
(4.9m)
(3.4m)
(3Am)
48'
25
11
9
11
12
(1200nm)
(rfim)
(SAID)
(5.2m)
DIATI)
(3.7m)
w
25
11
1]
11
12
(150Wnm)
(].SIN)
(3Am)
(52m)
(34m)
(3.7m)
PILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12,
LOAD RESISTANCE FACTOR DESIGN (RFD) PROCEDURE WITH
THE FOLLOWING ASSUMPTIONS:
NO HYDROSTATIC PRESSURE,
UNIT WEIGHT OF SOIL LYS) =120 PEE
U 0
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N DID
117)
w N DID
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MMI--:
n
(n 00�)M
W M Z_
o �O>
365 bo P z 365
PROPOSED
GRADE
360
360
EXISTING
GRADE
1'
IN.
355
355
OF
22.0
12" CLASS IV
RCIP
@ 2.
2% PROPOSED
F
RCEMAIN
350
350
9+50 10+00 11+00
CULVERT
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
(1,2) INTEGRATED DUCTILE RON
FRAME & COVER TO MATCH BASM(M
NYLOPLAST DRAIN BASIN WITH SOLID COVER
c
rn
m
r
b
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n
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365
365
PROPOSED
GRADE
2' MIN.
EXISTING
COVER
GRADE
360
V MIN.
1
360
203
65.
8' OF
355
12'
HDPE
20
1355
0
12'
HDPE
@
1.02%
PROPOSED
F
RCEMAIN
350
350
rn
v
M
M
9+50 10+00 11+00 11+50
STR 204 - STR 200
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
18' MIN WIDTH GUIDELINE
c' &'MIN THICKNESS GUIDELINE
MINIMUM PIPE BURIAL
DEPTH PER PIPE
(3) VARI ---INVERT
HEIGHTS
MANUFACTURER
AVAILABLE (ACCORDING
TO
RECOMMENDATION
(6,7)TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ME FOR
PtANSRAKE
OFF)
( MIN. MANUFACTURING
(5) ADAPTER GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
RED.SAMEASMIN.SUMP)
ANGLES DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
WRIABLED TRAFFIC LOADING,&OTHER APPLICABLE DESIGN FACTORS.
ACCORDINGTO SEE DRAWING NO. T001-11P111 FOR NON TRAFFIC INSTALLATION.
PLANS
(3) VARIABLE SUMP DEPTH
(4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS
4'MIN ON 8'-24' ACCORDING TO PLANS
AVAILABLE: 4'-36' FOR CORRUGATED HDPE
MIN ON 30.836' (6" MIN.ON 8'-24", 70" MIN.ON 30"
ADS N12MANCOR DUAL WALL ABSTAIN"fi'
SINGLE WALL), HP PVC SEWER (EX: SDR 35),
BASED ON MANUFACTURING RED.)
DN-12W
PVC DWV (EX: SON 40), PVC
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
FVC )
CORRUGATED &RIBBED RIBBED FIX
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
WATERTIGHT JOINT
CLASS IL OR CLASS III MATERIAL AS DEFINED IN ASTM GMT.
(CORRUGATED HDPE SHOANI
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
r-3r
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
1 IF- W' SOLID COVERS SHALL BE DUCTILE IRON PER ASTM ADS GRADE 702005
2- IT W'FWWESSHALLBEDUCTILEIRONPERMNA5MGRADE7OSW5.
F & 1VSOLID COVERS FROIRECRY ONT➢DRMN BASINS WITHTHE WE OF
APVCDODYTOR SEEDRAWINGNO.W01-HOOP
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
DETAILS. RISERSARE NEEDED FOR BA3INSOVER84'CUE TOSHIPPING
RESTRICTIONS. BE DRAWING NO 7001 110085.
4 - DRAINAGE CONNECTION STUB M1NTTIGHINESS SHALL CONFORM TO
ASTM W212 FOR CORRUGATED HOPE (ADS N DHANCOR DUAL WALL),
N-12 HP. &PVC SEWER H--36 ).
5- ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0- TO W. TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 2W 1-110012.
6 - IT- SIT SOLD COVERS SHALL MEET END LOAD RATING.
] - W & IT SOLID COVERS ME RATED FOR LIGHT DUTY APPLICATIONS ONLY:
NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING,
PROFILE SCALE
I\_1TKA\ N.SHUN:ALTER y
I-)., No. 0402057151
07/08/2021 19
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DATE
0312212021
DRAWN BY
A. MABEE
DESIGNED BY
J. SHOWALTER
CHECKED BY
C. KOTARSKI
SCALE
AS SHOWN
JOB NO.
47747
L
OESG..
B1' MMmOM CHMD
SVSTEMS,INC.1'AOB'I HAI PREPAREOTHIS DETAIL BASED ON INFORMATION PROVIDED TOADS. T.I MAXfGB
IN
INANCEOORPINAGE
TENDEDTOOEPIGTTIECOMPONEMSASREOUESLED. ADSn S NOT PENwRMEO ANY ENGINEERING OR DESIGN CORNEAS FtlITLE
PE COMPENSATIONS RNOPAE NOT FOR PROJECT THE DESIGN ENGINEER SHTFLL REVICATHESE OETAIts ERIOR to EC,EIITIEWI7-..
w�W�
» 1iIR,19
SPECIFIC THIS
-L2 M LL5H10)PPLICABLE
ry�plµo pHgnjy,
NATIONAL.STATE. OR LOCAL REQUIREMENTS AND POEN5URE THAT TTHEONSTR STUN AOETNRiN P'ROVDED"E ". ARE ACCEPTABLE FNITNIS
mu,¢mrt,axc
PRJECT
STo-t61
» 1oF1
SHEET NO.
C5.0
FORCE MAIN NOTES:
1. DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS OF
AWWA C111/C150/C151 & 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:
SAFETY FACTOR
TRENCH TYPE:
DEPTH OF BURY:
TEST PRESSURE
MH (GRANULAR FILL)
2
4
3.5'
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
* THOROUGHLY COMPACTED
SPRING LINE BY HAND OR APPROVED
OF PIPE MECHANICAL TAMPER
O
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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355
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NOTE:
CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL
O
LOCATION OF ALL EXISTING UTILITIES PRIOR TO
N
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m
N
U
CONSTRUCTION AND MAINTAIN 18" MINIMUM SEPARATION
=
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W
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18"
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12" MIN
EX
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12"
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18" MIN SEPARA
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(ASSUMED
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IN
PROF
IF SCAI E
18" MIN
SEPARATION
3.5' MIN
COVER
RESTRAIN ALL JO
NTS
40'
AND FITTING
RES
RAIN ALL JOINTS
ND FITTINGS
0+00
0+50
1+00
1+50
2+00
2+50
370
365
360
355
350
345
2+75
U MATTHEW R MILLER a
Lic. No. 056393
05/28/2021,
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DATE
312212021
DRAWN BY
J. MARSHALL
DESIGNED BY
M. MILLER
CHECKED BY
B. STRICKLAND
SCALE
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JOB NO.
47747
SHEET NO.
C6.0
L
IL
J
FORCE MAIN NOTES:
1. DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS OF
AWWA Cl 11/C150/C151 & DUCTILE IRON PIPE FITTINGS
SHALL MEET THE REQUIREMENTS OF AWWA C110/C153.
PIPE & FITTINGS SHALL HAVE A 40 MIL (NOMINAL
THICKNESS) PROTECTO401 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. INSTILLATION 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
4" 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
20'
EACH DIRECTION
VALVE
40'
EACH DIRECTION
ASSUMPTIONS:
SOIL TYPE:
SAFETY FACTOR
TRENCH TYPE:
DEPTH OF BURY:
TEST PRESSURE
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CAST IRON LID
2'SQUARE CONCRETE
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MIN
EXTENSION ROD AS REQUIRED
WITH 2" OPERATING NUT 1'
BELOW GRADE
VALVE SIZE, PIPE SIZE AND
FLANGE TYPE AS SPECIFIED
ON PLANS
MH (GRANULAR FILL)
2
4
3.5'
150 P.S.I.
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TYPICAL PLUG VALVE
SCALE: NOT TO SCALE
INSTALL VALVE BOX COVER
AND CONCRETE PAD 1/4"
BELOW GRADE IN CONCRETE
OR ASPHALT, OTHERWISE
INSTALL FLUSH.
`-COMPACTED BACKFILL
CAST IRON VALVE BOX
(SLIDING TYPE)
)G VALVE
6" COMPACTED NO. 57
STONE UNDER VALVE
2' EACH DIRECTION
370
365
360
355
350
9+50
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RESTRAIN A
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NOTE:
CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL
20
LOCATION OF ALL EXISTING UTILITIES PRIOR TO
PROFILE SCALE
CONSTRUCTION AND MAINTAIN 18" MINIMUM SEPARATION
BETWEEN EXISTING UTILITIES AND NEW FORCE MAIN.
10+00
10+50
11+00
370
365
360
355
350
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NLT$ Op t
MATTHEWRMILLER y
Lie. No. 056393
05/28/2021
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DRAWN BY
J. MARSHALL
DESIGNED BY
M. MILLER
CHECKED BY
3. STRICKLAND
SCALE
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County of Albemarle
Comer, a lion Plan Checklist -To be placed on Landscape Plans
(Handbook. pp 111-294-111-297 for complete specifications)
I The followine items shall be shown on the Plan:
❑ Tres to be saved:
❑ Limits of clearing (outside dripline of trees to be la mM;
❑ Location and type of protective fencing;
❑ Grade changes requiring tree wells car walls;
❑ Proposed trenching or tunneling beyond the limits of clearing.
2. Marldnes:
❑ All t s shall with print rri n[ height I rl visibletequipment operators.
rase a be saved be marked p o ribbon a aclearly y o opera o.
❑ No grading shall begin mail the tree marking has been inspected and approved by a County Inspector.
3. Pre -Construction Conference
❑ Tree preservation and protection measures shall be t rvtewed with the coniraclor on site.
4. Eauiament Operation and Smrsa e:
❑ Ileavy equipment. vehicular traffic and storage ufoarsmtctiom materials including sail shall not be permitted within the driplines offices
to he saved.
S. Soil Erosion and Stormwater Detention Devices:
❑ Such devices shall nut admncly Atea trees to be saved.
6 Fires:
❑ Fires are not permitted within loll feel of the dripline offices to be saved.
7. Toxic Materials:
❑ Toxic materials shall not be stored within 100 feet of the dripline of heel to be saved.
8. Protective Fencing:
❑ Trccs to he retained within 40 feet ofa proposed building or grading activity shall he pmtceted by fencing.
❑ Fencing shall be in place and shall be inspected and approved by a Coun[y Inspector prior to grading or consouction.
9. 'Free Wells:
❑ When le ground level must be raised within the dripline of a tree w be saved, a tree well shall be provided and a construction detail
submitted for approval.
10. Tree Walls:
❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a cammuction detail
subnttfted for approval.
H. Trenching and Tunneling:
❑ When trenching is required within the limits of Blearing, it shall be done as faraway from the trunks of bees as possible. Tunneling
under a large Pee shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder mots.
12. Clete
❑ Protective fencing shall be the last items removed during the thin] cleanup.
13. Damaged Trees:
❑ Damaged ones shall be treated immediately by pinning, fertilization or other methods recommended by a tree specialist.
NOTE: IT 19 THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH TEE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
OWNER SIGNATURE (DATE)
CONTRACT PURCHASER SIGNATURE (DATE)
5/1/06 Page I of I
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
1 II IX X-
I FENCE (ITYP.)
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PRUNECODOMINATELEADERS
RUBBER HOSE
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GALVANIZED WIRE GUY
12 GAUGE. ALLOW FORA
PLANT SCHEDULE
TREES
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
ILE AME
13
ILEX OPACA
AMERICAN HOLLY
8' HT.
IB&B
JUN EAS
13
JUNIPERUS VIRGINIANA
EASTERN RED CEDAR
8' HT.
I B&B
SLIGHT AMOUNT OF MOVEMENT
2"X2" HARDWOOD STAKE
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN 18" OUT �' 1 1" f "... . I ..' �" \ \\ \ I
FROM TRUNK AND OUTSIDE OF ROOTBALL 1 5gy \ \ I
G� \
IF FIELD GROWN CUT AWAY ALL �/ `'Pf/11 j /D"
\ i
BALLING ROPES. REMOVE BURLAP OR / - �\ . / ,. 1 / .: ° p . ; . °.., I .� \
WIRE BASKET FROM TOPS OF BALL. IF on
CONTAINER GROWN, REMOVE t �' / y5D \
CONTAINER AND CUT CIRCLING ROOTS
p I
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1" COMPOST LAYER
BACKFILL PLANTING PIT WITH NATIVE '
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
/ / / ....._.:... GJ ......
D
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2-3" MULCH LAYER, MULCH TO EDGE I \ // .HPy1 ' ° _ '
OF DRIPLINE. KEEP 4-6" AWAY FROM / I / \ \ ( P. / / D..' . /
TRUNK FLARE f /\ p ° °. �a P
6" SAUCER /"' ° ° n
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT ' 3
jIIY>P %ems//
PRESSURE SO THAT ROOTBALL
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DOES NOT SHIFT � � I I\\ � "..°\ . ° ' D °
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DATE
0512812021
DRAWN BY
M. RACHNER
DESIGNED BY
M. RACHNER
CHECKED BY
J. SHOWALTER
SCALE
1"=10'
JOB NO.
47747
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/ / / UWILLIAM R. JENN NGS JR.9
' I LIC. No.22775
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1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS \ \s /
3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +°•0 +°'0 +°'0 +°'0 +°'0 +°'0 +°•0 +°•0 +°•0 +° +°•0 +°•0 + +0.0 +0.0 +0.0 +0.0 \� +o.o\ +o.o +o.r� �o.o +o.o +o.o /,' +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o / / -
LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT A •\�� \ \ / % / William R Jennings, Jr.
LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY ROA k\ \ / g
FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +o.o +o.o o.o +0.0 +0.0 -3;ry �,+o.o +0.0 +0.0 +0.0\� \+0.0 \y +oo +o.o `, ti +o� +o.o +o.o +o.o +o.o +0.0 +0.0 +0.0 Consulting Engineering, PC Job No.
LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL \x\/NF \\\ \ \ \ \ �' 316 Brook Park Place, suite A3 47747
OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ON HALF Forest, VA 24551
FooTCANDLE. PUMPSTATION SITE PLAN - LIGHTING ° '° 20 Phone: (434)525-7099 SHEET NO.
Scale: 1" = 10'-0" Fax: (757) 2 6
2. LIGHT LOSS FACTOR UTILIZED = 1.0 1 1 SCALE: 1"=10'-0" Email: bjennings@jenningsnningspe.wm SL-1 1
LIGHTING FIXTURE SCHEDULE
TYPE
MANUFACTURER
CATALOG NUMBER
VOLTS
VOLT-
FIXT
LAMPS
DESCRIPTION
REMARKS
OTY
TYPE
AMPS
EFF
D COM / 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 CALCLULATIONSQ
PROVIDE FIXTURE WITH PHOTO -CELL CONTROL.
1
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
PROVIDE FIXTURE WITH PHOTO -CELL CONTROL.
H OF �✓�'
n H
WILLIAM R. JENN NGS JR.9
Lic. No.22775
0 07/07/2021
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Product Features
Prevail XL Typical Applications JTP
n Wall • Surface • Inverted • Floodlighting • Pathway
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Product Certifications Product Certifications
Interactive Menu
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• Ordering Information pagez f f I ,'; ■ • f,'7ri � • Ordering Information pa9e2 r� F1 9 � n—oX6 � WRJ
• Mounting Details paga3 oT Mounting Details page
• Optical Configurations paga3 • Product Specifications page4 vxyixrss SCALE
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I ,Energy and Performance Data pagaa • Energy and Performance Data page 4
• Control Options pages Control Options pages Product Feat; • AS SHOWN
Quick Facts
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• Direct -mounted discrete light engine for improved Connected Systems
optical uniformity and visual comfort • WaveLinx Quick Facts
• Lumen packages range from 7,500 - 41,000 • Enlighted •Available in 14W 123W (1,800 17,000 lumens models
nominal lumens too -300W) )
• Replaces 70W up to 1,000W HID equivalents •Full cutoff and refractive lens models available
• Efficacies up to 148 lumens per watt • Energy and maintenance savings up to 95% compared to HID
• Standard universal quick mount arm with universal • Energy efficient illumination results in up to 144 LPW
drill pattern • Replaces 70W up to 450W HID equivalents . ^
Dimensional Details Dimensional Details U)
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Full Cutoff IT Refractive Lens IIT Deep Back Housing
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Lighting solutions April 12, 2021 343 PM Lighting Solutions March 2, 2021 529 PM O /
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William R Jennings, Jr. -
Consulting Engineering, PC JOB NO.
316 Brook Park Place, Suite A3 47747
Forest, VA 24551
Phone: (434) 525-7099 SHEET NO.
Fax: (757) ennin 36
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Email: bjennings@jenningspe.wm SL_2
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