HomeMy WebLinkAboutSDP201200061 Letter of Revision 2021-09-15H
LID
1745 AVON STREET EXT SANITARY SEWER EXTENSION
UTILITY PLAN/LETTER OF REVISION TO SDP201200061 (ALBEMARLE HEALTH CARE CENTER)
SITE DATA:
TAX MAP PARCEL: 09100-00-00-001DO
09100-00-00-01200
SITE ADDRESS: 1745 AVON STREET EXT
CHARLOTTESVILLE, VA 22902
1540FOUNDERS PLACE
CHARLOTTESVILLE, VA 22902
OWNER: DOMINION CRANE & RIGGING INC
2218 IVY ROAD SUITE 303
CHARLOTTESVILLE, VA 22903
ALBEMARLE HEALTH CARE CENTER LLC
2917 PENN FOREST BLVD
ROANOKE, VA 24018
ENGINEER: TIMMONS GROUP
608 PRESTON AVENUE, SUITE 200
CHARLOTTESVILLE, VA 22903
TELEPHONE: 434-327-1690
CONTACT: CLINT SHIFFLETT, P.E.
CLI NT.SH IFFLETT@TI MMONS.COM
SITE AREA: 3.57 ACRES
6.26 ACRES
LIMITS OF DISTURBANCE: 2042 SQFT
ZONING: LIGHT INDUSTRY
PLANNED DEVELOPMENT MIXED COMMERCIAL
MAGISTERIAL DISTRICT: SCOTTSVILLE
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP
28 IMPERIAL DRIVE
STAUNTON, VA 24401
(540) 885-0920
DATE OF SURVEY: AUGUST 13, 2018
DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE
VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA
SMARTNET
PROPOSED USES: SANITARY SEWER EXTENSION
WATER SUPPLY: ACSA
SANITARY SEWER: ACSA
DRAINAGE DISTRICT: MOORES CREEK
COUNTY OF ALBEMARLE, VIRGINIA
9/10/2021
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VICINITY MAP
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DEVELOPER:
DOMINION CRANE AND RIGGING, LLC
2218 IVY ROAD SUITE 303
CHARLOTTESVILLE, VA 22903
CONTACT: WK HEISCHMAN
TELEPHONE: (434) 586-8263
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE. SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT: CLINT SHIFFLETT, P.E.
TELEPHONE: (434) 327-1690
Sheet List Table
Sheet Number
Sheet Title
CO.0
COVER
C1.0
NOTES AND DETAILS
C2.0
EXISTING CONDITIONS
C3.0
LAYOUT AND UTILITY PLAN
C4.0
PROFILE
TOTAL # OF SHEETS = 5
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DATE
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DRAWN BY
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DESIGNED BY
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CHECKED BY
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GENERAL NOTES
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
2. 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 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND
ICC/ANSI A117.1-03.
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.
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).
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.
ACSA GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA)
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT
THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY
SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR
SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL
WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER
MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT
LINES, SERVICE LATERALS AND WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE
DURING A FUTURE EXTENSION OF THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING
BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING
WATER ACT).
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D.I. PIPE
GRADE SPACING
207. TO 357 NOT OVER W
35% TO 50% NOT OVER 24'
50% OR GREATER NOT OVER 16'
PROFILE
ANCHOR EXTENDS INTO SIDE OF DITCH
N
�- �2500 PSI CONCRETE
----
PLAN
ANCHOR NO. 1 AT
FIRST JOINT ABOVE
MANHOLE.
TYPICAL ANCHOR DETAIL FOR
SEWERS ON GRADES 20% AND GREATER
N.T.S
FI S-4
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ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
SPECIFICATION
REFERENCE
105
502
CG-2
NOTES
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB.
4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)
N ORDER THAT THE BOTTOM OF CURB WILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT
IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN
INCREASE IN DEPTH.
5.CG-2 IS TO BE USED ON ROADWAYS MEETING THE
REQUIREMENTS FOR CG-6 AS SHOWN IN
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL.
SURFACE
BASE
SUBBASE
STANDARD 6" CURB
VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/0
201.01
H-
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3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" : 1' MIN
BRANCH
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12" ! 1
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FLEXIBLE CONNECTION NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
W CONNECTION BOOT "
H
o INSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
NTS
FIG. S-I-B
TD-27
REMAINING BACKFlLL SHALL
NOT CONTAIN ROCK MATERIAL
36"MIN
LARGER THAN 5" IN ANY
DIMENSION
24"MI
INTIAL BACKFlLL*
B"MIN
(6" LIFTS)
EMBEDMENT
* THOROUGHLY COMPACTED
SPRING UNE
BY HAND OR APPROVED
OF PIPE
O
MECHANICAL TAMPER
HAUNCHING
NO. 68 STONE
- -
BEDDING 6" max
4" min
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
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
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NITS
FIG. S-3
TD-34
EXISTING PAVEMENTI PROPOSED
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EXISTING
PAVEMENT
MATCH EX. CROSS
SLOPE UNLESS OTHERWISE
SPECIFIED ON PLANS
PROPOSED
SURFACE
(COURSE
MILL EX.
SURFACE COURSE
SAWCUT EX. BASE COURSE
EDGE OF PAVEMENT AGGR. BASE
NOTE: PROPOSED PAVEMENT MUST TIE
IN WITH EXISTING PAVEMENT
PAVEMENT REPLACEMENT JOINT DETAIL
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TYPICAL MANHOLE FRAME & COVER
N.T.S
FIG S-FD
TD-31
FRAME & COVER
(SEE FIG. S-I-D,E)
SLOPED AREA
STREET SURFACE OR
NON -PAVED AREA
1'-0" MAX
RUBBER COATED STEEL
S-0'
I ,
STEPS CAST IN PLACE
MIN
PRECAST REINFORCED
�
CONCRETE SECTIONS
12'"
MIN
"0" RING SEALS
•
16" MAX
MINIMUM ELEVATION
T�
DIFFERENCE ACROSS M.H. 5"
4'-0"
5`
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH OF FLOW CONCRETE
FILLETS
VARIES
CHANNEL TO BE
3/4 DIAMETER OF
CONTRIBUTING
SEWER.
e •
"
12"
A FILLETED INVERT
OR A SMOOTH
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TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE
PROVIDED.
MIN. 6" BEDDING
NOTE :
W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN
IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT
FOR THE SOIL 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
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DESIGNED BY
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CHECKED BY
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LEGEND
WATER VALVE
FIRE HYDRANT
STORM DRAINAGE (SD) MANHOLE
HOPE HIGH -DENSITY POL YETHYLENE PIPE
PVC POLY -VINYL CHLORIDE PIPE
SANITARYMANHOLE
IRON (F) ® CLEAN -OUT
- — LIGHT POLE
0
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/ \ SWK SIDEWALK
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SIGN
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PG. PAGE
O O PROPERTY CORNER FOUND, AS NOTED
CONTOUR INTERVAL = 1' /
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ARKING
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APPROX WALL FACE AT BOTTOM + 2 HC) - \ I / /
'MEYA(.li'�Y1L.ON/ / (18 SPACES
BAN=563.32'
/h26 / h \ \
8/1N=563.59'
C SDK ' -' l MHD - - C C0N �562' / TOP=561.72' URBb I
INV IN=5563 ' 18"HDPE ^
EX. 20' DRAINAGE
EASEMENT
DB. 4425, PG. 332
INV. OUT=5,�6. 12' 18" HOPE
HD
TOP=94' -563-
INV. IN=55728' 18"HOPE
INV. OUT=55714' 18"HOPE 70T,
X\ \ \ / / \
METAL FENCE \
(HT.=6.0)
EX. 20' WATERLINE
EASEMENT
DB. 4425, PG. 332
TMP 91-12
ALBEMARLE HEALTH CARE CENTER, LLC
DB. 4132, PG. 347
ZONED: PLANNED DEVELOPMENT
MIXED COMMERCIAL
1 LEVEL BRICK FACILITY
(W/RAISED ROOF)
ALBEMARLE HEALTH &
REHABILITATION CENTER'
1540 FOUNDERS PLACE
CHARLOTTESVILLE, VA 22902
\
`s
MHS
TOP=561.74'
INV. IN=555.4' (t) 6" PVC
,-INV OUT=555.37' 8" IRON
\ SO CURB INLET W/ MHD
TOP=561.39'
INV. IN=554.17'18"HOPE
INV. OUT=553.86' 18"HDPE
�2Vag, \
\ \ Toap MHS
TOP=558.11'
INV. IN=552.87' 6" PVC
INV. OUT5552.60' 8" IRON
\ \F\FI No�
v/\ ACES/ \\ 18 ,-tAI
\ \ \ SA
4, / \
\ \ \ I \ \ \ \ ) \ \ EX 20' SANITARY ` \
NOTES:
1. HORIZONTAL DATUM IS BASED ON NA083 (NA2011), VIRGINIA STATE GRID,
SOUTH ZONE VERTICAL DATUM IS BASED ON NAVD 88. DATUM
ESTABLISHED THROUGH LEICA SmartNET RTK OBSERVATIONS.
2 TOPOGRAPHIC DATA DEPICTED HEREON IS BASED ON CURRENT FIELD
SURVEY BY THIS FIRM COMPLETED ON AUGUST 13, 2018.
3. NO TITLE REPORT FURNISHED. EASEMENTS MAY EXIST WHICH ARE NOT
SHOWN HEREON.
4. BOUNDARY SHOWN HEREON IS COMPILED FROM EVIDENCE RECOVERED
IN FIELD AND DEEDS AND PLATS OF RECORD IN THE CLERKS OFFICE OF
ALBEMARLE COUNTY. VIRGINIA.
5. MISS UTILITY TICKET INITIATED; TICKET NO .A821902602-OOA. NO
UNDERGROUND UTILITY INVESTIGATION BEYOND INFORMATION PROVIDED
VIA MISS UTILITY HAS BEEN CONDUCTED BY THIS FIRM.
THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE
DIRECT AND RESPONSIBLE CHARGE OF JOSEPH MEDLEY FROM
AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION;
THAT THE ORIGINAL DATA WAS OBTAINED ON THE FOLLOWING
DATES: AUGUST 10 & 13, 2018, THIS BASE- MAP AND DIGITAL
GEOSPATIAL DATA INCLUDING META DATA MEETS MINIMUM
ACCURACY STANDARDS UNLESS OTHERWISE NOTED.
SEWER EASEMENT
DB. 4425, PG. 332
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DB. 4425, PG. 332
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CG.0
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TMP91-1
ALBEMARLE COUNTY REMOVE VEGETATION
,GRAVEL 'YARD' �' /l \\\ \\ \ \ �5, 1 \ SERVICEAUTHORITY AS NECESSARY.
DB. 1089, PG. 670
TOpOIR
SU
PROPOSED 20'
SANITARY SEWER
EASEMENT
* PROPOSED 8" DUCTILE
IRON SANITARY SEWER
LL-- ChAIN-LINK
/ ,FENCE / / / / / <
565,
/TAN=�k 911'
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TMP91-ID \ yt//f/NINOWF(LE(WI`1.6% �/ — \ `
DOMINION CRANE & RIGGING, INC. / / D / / j //' �k%/� rR,11C O � 10 �GO�tB ' (9 SPACES) y
DB. 1237, PG. 594 ,' / /' /� , / / , / EP LIMITS OF DISTURBANCE = 2042 SOFT \ \
ZONED: LIGHTINDUSTRY ASPHALT PGHFA
GHFARE
EX. 20' DRAINAGE
EASEMENT
DB. 4425, PG. 332
APPROX WALL FACE'
I / /
'MEYA(.li'�Y1L.ON/ / /' / / ATBOTTOM / ,' (18 SPACES+2 HC \ \//6SP
BAN=563.32' clv �CF'
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/ EP R8 �562� INV. 1N=556.3,6' 18"HDPE b I
INV. OUT=5,�6.12' 18" HOPE
MHD
TOP=56294' \ / _ 1 / / — — —563—
INV. IN=55728' 18"HOPE
INV. OUT=55714' 18"HOPE
METAL FENCE
\
EX. 20' WATERLINE
EASEMENT
DB. 4425, PG. 332
TMP 91-12
ALBEMARLE HEALTH CARE CENTER, LLC
DB. 4132, PG. 347
ZONED: PLANNED DEVELOPMENT
MIXED COMMERCIAL
1 LEVEL BRICK FACILITY
(W/RAISED ROOF)
ALBEMARLE HEALTH &
REHABILITATION CENTER'
1540 FOUNDERS PLACE
CHARLOTTESVILLE, VA 22902
\
\S
PORTECOCHERE
(DRIVE CANOPY)
ENTRANCE CANOPY
(APPROX.)
9
REPLACE AND REPAIR
CG-2 CURB. SEE DETAIL
ON SHEET C1.0.
REPLACE AND REPAIR
MHS ASPHALT. SEE DETAIL
TOP= 1.74' ON SHEET C1.0.
INV N=55 .4' (t) 6" PVC
IN .OUT 555.37' 8"IRON
\ SO CURB INLET W/ MHD
\ TOP=561.39'
7S, \ INV. IN=554.17'18"HOPE
�3F INV. OUT=553.86'18"HDPE
72p39, \
\
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TOP=558.11'
_ INV. 1N=552.87' 6" PVC
INV. 1N=553.17' 8" PVC
INV. OUT=552.60' 8" IRON
\ SAN 1 \ \ \ �
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DB. 4425, PG. 332
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DB. 4425, PG. 332
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