HomeMy WebLinkAboutSDP200900040 Plan - Other (not approved) 2009-05-11PETER JEFFERSON PARKWAY & WILLIS DRIVE
AT MARTHA JEFFERSON HOSPITAL CAMPUS
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
ROAD AND DRAINAGE DESIGN PLANS
PETER JEFFERSON PARKWAY
MAJOR PLAN AMENDMENT
OWNER/DEVELOPER:
MARTHA JEFFERSON HEALTH SERVICES CORPORATION
459 LOCUST AVENUE
CHARLOTTESVILLE, VIRGINIA 22905
PHONE NO.: (434) 982-7303
FAX NO: (434) 982-7324
ATTN.: MR. RONALD J. COTTRELL, V.P
E—MAIL: ronald.cottrell@mjh.org
LEGEND
oO—o__ SANITARY SEWER LINE
—lf'— WATER LINE
INDICATES LOTS WHICH MUST HAVE DRAINAGE IMPROVEMENTS
INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED
FOR THAT LOT.
MIN. F. F. 177.00 INDICATES MINIMUM FINISHED BUILDING ELEVATION THAT
CAN BE USED ON A SPECIFIC LOT IN ORDER TO GET BUILDING
ABOVE THE 1% STORM ELEV. OR TO OBTAIN GRAVITY SAN. SEWER
174 PROPOSED FINISHED GRADE CONTOUR ELEVATION
® DENOTES FILL AREA (NO FINISHED CONTOUR SHOWN)
DENOTES HOW LOT SHOULD BE GRADED FOR SURFACE DRAINAGE
BEFORE YOU DIG CALL
1 -SW -552-7001
PROTECT YOURSELF. GIVE THREE
WORKING DAYS NOTICE
u
.— „,.,FERIA:
ENGINEER:
VICINITY MAP PETER JEFFERSON PARKWAY
40 MPH DESIGN SPEED
Slcale: 1" = 2000' MI`IIINM RO DOCENDTERLINE: R=480'
MAX. SUPERELEVATION CROSS SLOPE=2.00%
WILLIS DRIVE
30 MPH DESIGN SPEED
25 MPH POSTED
MIIN. ROAD CENTERLINE: R=300'
MAX. SUPERELEVATION CROSS SLOPE=NC
RUMMEL, KLEPPER, & KAHL, LLP
801 E. MAIN STREET, SUITE 1000
RICHMOND, VIRGINIA 23219
PHONE NO. : (804)782-1903
FAX NO. : (804)782-2142
ATTN.: RACHAEL T. McKINNEY, E.I.T.
EMAIL: rmckinney@rkk.com
PROPOSED
EXISTING
0
ASPHALT PAVEMENT
®
PAVEMENT
10
COVER SHEET
................
LINE
10
CULVERT OR STORM SEWER PIPE
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ROAD SECTION SHEET
SPROPERTY
N AT
SANITARY SEWER
0
DRAINAGE STRUCTURE NUMBER
w —
WATER LINE
19' OR 1B'
INDICATES DRIVEWAY PIPE SIZE IF GREATER THAN 15"
--
POWER LINE
U DENOTES UNDERGROL
6
STORM DRAINAGE CALCULATIONS SHEET
---
TELEPHONE LINE OH DENOTES OVERHEAD
(S) OR (D)
DENOTES SAN. SEWER (S) OR STORMWATER DRAINAGE (D)
3
GAS LINE
6
PETER JEFFERSON PLAN SHEET
c = CULVERT OR STORM SEWER PIPE
OF
REGULAR SEEDED EARTH DITCH WITH DIRECTION OF FLOW
—¢
FIRE HYDRANT
OF
CROSS HATCHING OF EITHER OF THESE INDICATES THAT PAVED DITCH
IF SUITABLE VEGETATION CANNOT BE('
PETER JEFFERSON GRADING & DRAINAGE SHEET
BENCH MARK LOCATION
OF
LINING MAY BE NECESSARY
ESTABLISHED IN DITCH UNE.
DRAINAGE PROFILE SHEET
5
OF
EC -2 LINED DITCH WITH SEEDING
-- 174 -
EXISTING CONTOUR ELEVATION
-
PAVED LINED DITCH
DRAINAGE PROFILE SHEET
oO—o__ SANITARY SEWER LINE
—lf'— WATER LINE
INDICATES LOTS WHICH MUST HAVE DRAINAGE IMPROVEMENTS
INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED
FOR THAT LOT.
MIN. F. F. 177.00 INDICATES MINIMUM FINISHED BUILDING ELEVATION THAT
CAN BE USED ON A SPECIFIC LOT IN ORDER TO GET BUILDING
ABOVE THE 1% STORM ELEV. OR TO OBTAIN GRAVITY SAN. SEWER
174 PROPOSED FINISHED GRADE CONTOUR ELEVATION
® DENOTES FILL AREA (NO FINISHED CONTOUR SHOWN)
DENOTES HOW LOT SHOULD BE GRADED FOR SURFACE DRAINAGE
BEFORE YOU DIG CALL
1 -SW -552-7001
PROTECT YOURSELF. GIVE THREE
WORKING DAYS NOTICE
u
.— „,.,FERIA:
ENGINEER:
VICINITY MAP PETER JEFFERSON PARKWAY
40 MPH DESIGN SPEED
Slcale: 1" = 2000' MI`IIINM RO DOCENDTERLINE: R=480'
MAX. SUPERELEVATION CROSS SLOPE=2.00%
WILLIS DRIVE
30 MPH DESIGN SPEED
25 MPH POSTED
MIIN. ROAD CENTERLINE: R=300'
MAX. SUPERELEVATION CROSS SLOPE=NC
RUMMEL, KLEPPER, & KAHL, LLP
801 E. MAIN STREET, SUITE 1000
RICHMOND, VIRGINIA 23219
PHONE NO. : (804)782-1903
FAX NO. : (804)782-2142
ATTN.: RACHAEL T. McKINNEY, E.I.T.
EMAIL: rmckinney@rkk.com
TRANSITION OF SUPERELEVATION TO BE IN ACCORDANCE WITH
NOTES: TC -5 ULS STANDARD.
1. ALL STORMI PIPE LENGTHS ARE MEASURED FROM
CENTER OF' DRAINAGE STRUCTURES (D.I. OR M.H.)
2. ALL SAN. SEWER PIPE LENGTHS ARE MEASURED BETWEEN
INSIDE SURFACES OF MANHOLES
(UPPER STATION- LOWER STATION -4' = LENGTH)
3. CONTRACTOR IS TO MAKE HIS OWN TAKE -OFF ON THESE PLANS
AS ANY OWANTITIES SHOWN ARE APPROXIMATE ONLY TO SHOW
SCOPE OF WORK.
4. CONTRACTONR SHALL BE RESPONSIBLE FOR COMPLETION AND
FINAL ACCEPTANCE OF ALL CONSTRUCTION AND UTILITY LINES.
5. CONTRACTOFR SHALL COMPLY WITH VIRGINIA STORM WATER MANAGEMENT
PERMITS. A STORM WATER POLLUTION PREVENTION PLAN SHALL BE
DEVELOPED) AND IMPLEMENTED BY THE CONTRACTOR FOR THIS
CONSTRUCTTION ACTIVITY.
NOTE: FOR EROSION & SEDIMENT CONTROL
DETAILS REFER TO "MASS GRADING AND EROSION
CONTROL, ROAD AND ROADWAY UTILITIES
(VOLUME 1)" BY GRAEF ANHALT SCHLOEMER
& ASSOCIATES, INC DATED 05/23/08.
PLANNING DEPARTMENT
ENGINEERING DEPARTMENT
FIRE OFFICIAL
A.C.S.A.
V.D.O.T.
BLDG. OFFICIAL
BLDG. CODE & ZONING SERVICES
wl
INDEX
SHEET NO.
TITLE
1
OF
10
COVER SHEET
2
OF
10
GENERAL NOTES, DETAILS & TYPICAL
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ROAD SECTION SHEET
2A
OF
6
DRAINAGE DESCRIPTION SHEET
2B
OF
6
STORM DRAINAGE CALCULATIONS SHEET
2C
OF
6
STORM DRAINAGE CALCULATIONS SHEET
2D
OF
6
DRAINAGE AREA MAP
3
OF
6
PETER JEFFERSON PLAN SHEET
3A
OF
6
PETER JEFFERSON PROFILE SHEET
38
OF
6
PETER JEFFERSON GRADING & DRAINAGE SHEET
4
OF
6
DRAINAGE PROFILE SHEET
5
OF
6
DRAINAGE PROFILE SHEET
6
OF
6
DRAINAGE PROFILE SHEET
TRANSITION OF SUPERELEVATION TO BE IN ACCORDANCE WITH
NOTES: TC -5 ULS STANDARD.
1. ALL STORMI PIPE LENGTHS ARE MEASURED FROM
CENTER OF' DRAINAGE STRUCTURES (D.I. OR M.H.)
2. ALL SAN. SEWER PIPE LENGTHS ARE MEASURED BETWEEN
INSIDE SURFACES OF MANHOLES
(UPPER STATION- LOWER STATION -4' = LENGTH)
3. CONTRACTOR IS TO MAKE HIS OWN TAKE -OFF ON THESE PLANS
AS ANY OWANTITIES SHOWN ARE APPROXIMATE ONLY TO SHOW
SCOPE OF WORK.
4. CONTRACTONR SHALL BE RESPONSIBLE FOR COMPLETION AND
FINAL ACCEPTANCE OF ALL CONSTRUCTION AND UTILITY LINES.
5. CONTRACTOFR SHALL COMPLY WITH VIRGINIA STORM WATER MANAGEMENT
PERMITS. A STORM WATER POLLUTION PREVENTION PLAN SHALL BE
DEVELOPED) AND IMPLEMENTED BY THE CONTRACTOR FOR THIS
CONSTRUCTTION ACTIVITY.
NOTE: FOR EROSION & SEDIMENT CONTROL
DETAILS REFER TO "MASS GRADING AND EROSION
CONTROL, ROAD AND ROADWAY UTILITIES
(VOLUME 1)" BY GRAEF ANHALT SCHLOEMER
& ASSOCIATES, INC DATED 05/23/08.
PLANNING DEPARTMENT
ENGINEERING DEPARTMENT
FIRE OFFICIAL
A.C.S.A.
V.D.O.T.
BLDG. OFFICIAL
BLDG. CODE & ZONING SERVICES
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GENERAL NOTES
-
1. EXISTING UTILITIES
THE LOCATION OF EXISTING SEWER, WATER, POWER, GAS, TELEPHONE, AND
OTHER UTILITIES AND STRUCTURES WHICH ARE LOCATED ACROSS, UNDERNEATH,
ALONG AND WITHIN THE LIMITS OF THE PROPOSED WORK ARE NOT NECESSARILY
SHOWN ON THE PLANS, AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT.
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UNDERGROUND
PROTECTION CENTER ("MISS UTILITY') AT 1-800-552-7001 AND, AT HIS OWN
COST, VERIFY THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES
WITHIN THE LIMITS OF CONSTRUCTION. HE SHALL NOTIFY THE ENGINEER
IMMEDIATELY IF THERE APPEARS TO BE A CONSTRUCTION CONFLICT OR UPON
DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS.
THE CONTRACTOR SHALL NOTIFY THE APPLICABLE GOVERNMENTAL PUBLIC
WORKS AND PUBLIC UTILITY DEPARTMENT AT LEAST 24 HOURS PRIOR TO START
OF WORK ON THE PROJECT.
2 MATERIALS AND WORKMANSHIP
ALL MATERIALS AND WORKMANSHIP SHALL BE DONE IN ACCORDANCE WITH THE
LATEST EDITIONS OF:
"
12. SURVEY
A. ELEVATIONS ON THE PLANS ARE TO DATUM ESTABLISHED BY THE N.G.S. OF
THE N.O.A.A.
B. ALL CONSTRUCTION STAKING WILL BE AT THE CONTRACTOR'S EXPENSE UTILIZING
A VIRGINIA CERTIFED PROFESSIONAL ENGINEER OR LAND SURVEYOR UNLESS AGREED
UPON BY THE OWNER IN WRITING.
C. COPIES OF ALL SITEWORK CUT SHEETS ARE TO BE FURNISHED TO THE ENGINEER
FOR HIS REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE LIABLE FOR ANY
ADVERSE CONSEQUENCES IF CUT SHEETS ARE NOT PROVIDED TO THE ENGINEER
FOR HIS REVIEW PRIOR TO CONSTRUCTION. COST OF THIS REVIEW TO BE
BORNE BY CONTRACTOR.
D. ANY SURVEY POINTS (GRADE STAKES, OFFSET REFERENCES, HORIZONTAL AND
VERTICAL CONTROL POINTS, ETC.) DESTROYED BEFORE THEIR NEED HAS EXPIRED
WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
1.5" SM -9.5A ASPHALT
3.5" BM -25 ASPHALT
r 21-A STONE SUBBASE
(A)
THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7"
STANDARDS" AND "ROAD AND BRIDGE SPECIFICATIONS".
COMPACTED SUBGRADE
(B)
APPLICABLE ALBEMARLE COUNTY ORDINANCES AND REGULATIONS.
PETER JEFFERSON PARKWAY
(C)
THE LATEST RULES AND REGULATIONS GOVERNING CONSTRUCTION DEMOLITION
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AND EXCAVATION AS ADOPTED BY THE SAFETY CODES COMMISSION OF THE
STATION 100+00 TO STATION 118+50
4000 PSI IF PRECAST.
COMMONWEALTH OF VIRGINIA AND OSHA.
PAVEMENT DETAIL
3 DEVIATION FROM PLANS
NO SCALE
NOTE: FINAL PAVEMENT DESIGN SHAL 8
NO
DEVIATION FROM THESE PLANS WILL BE ALLOWED WITHOUT PRIOR WRITTEN
SUON DETAIL I L VERIFY SOILSERR
S CBR
ASTr CBR/PAVEMENT
APPROVAL OF THE OWNER, ENGINEER AND AFFECTED GOVERNMENTAL AGENCIES.
ANALYSIS.
4 CLEARING
AND GRUBBING
Y
A.
ALL GROWTHS OF TREES, OTHER VEGETATION AND OBJECTIONABLE DEBRIS
1.5" SM -9.5A ASPHALT
DRAINAGE LAYER, THE BOTTOM OF THE CURB
SHALL BE CLEARED AND GRUBBED FROM THE AREAS OF PROPOSED
AND GUTTER SHALL BE CONSTRUCTED PARALLEL
TO THE SLOPE OF SUBBASE COURSES
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6" BM -25 ASPHALT �.
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CONSTRUCTION AND GRADING SHOWN ON THE PLANS.
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B.
ALL CLEARING AND GRUBBING WITHIN THE UTILITY EASEMENTS AND SPECIAL
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12" 21-A STONE SUBBASE
o a
FILL AREAS SHALL BE TO THE LENGTH AND WIDTH NECESSARY TO CONSTRUCT
THE IMPROVEMENTS SHOWN ON THE PLANS.
C
ALL TREES BRANCHES, VEGETATION AND DEBRIS SHALL BE DISPOSED OF
COMPACTED SUBGRADE
IN A LEGAL MANNER ACCEPTABLE TO THE OWNER AND ENGINEER. BURNING
PETER JEFFERSON PARKWAY
PERMITS WILL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE.
D.
ALL TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD
STATION 118+50 TO STATION 128+50
INTERSECTIONS SHALL BE REMOVED TO OBTAIN THE REQUIRED SIGHT
PAVEMENT DETAIL
DISTANCE AT EACH INTERSECTION.
NO SCALE
5 TOPSOIL
STRIPPING
NOTE: FINAL PAVEMENT DESIGN BASED ON
ACTUAL CBR RESULTS BY ING
CONTRACTOR SHALL REMOVE TOPSOIL TO ITS ENTIRE DEPTH FROM ALL
ED MA MARCHCH 09, 2009.
AND ROBERTSON, INC. DATED
AREAS TO BE GRADED AND OR FILLED. HE SHALL STOCKPILE OR REMOVE
THE TOPSOIL FROM THE SITE AT OWNER'S DIRECTION.
6. GRADING
A. ROADWAYS, EASEMENTS, AND SPECIAL FILL AREAS TO BE GRADED AND
COMPACTED TO THE FINISHED SUBGRADE OR GRADES AS SHOWN ON THE
PLANS. CONTRACTOR OR OWNER SHALL HAVE REPRESENTATIVE SUBGRADE
CBR TESTS CONDUCTED AND SHALL REPORT TO THE OWNER, ENGINEER, AND ANY
AFFECTED GOVERNMENTAL AGENCIES ANY TESTS WHICH SHOW A CBR OF LESS
THAN 10. IN SUCH CASES, ROAD PAVEMENT DESIGN WILL BE REEVALUATED AND
MAY BE CHANGED AS REQUIRED BY THE ACTUAL SOIL CONDITIONS ENCOUNTERED.
B. UNSUITABLE MATERIAL ENCOUNTERED WITHIN THE AREAS OF CONSTRUCTION
SHOWN ON THE PLANS SHALL BE COMPLETELY REMOVED FROM THE AFFECTED
AREA AND REPLACED WITH A SELECT BACKFILL MEETING THE REQUIREMENTS
FOR THE TYPE OF WORK BEING PERFORMED. THE CHARACTERISTICS OF THE
SELECT BACKFILL MATERIAL SHALL COMPLY WITH SPECIFICATIONS REQUIRED BY
ALL OF THIS PROJECT'S APPROVING AUTHORITIES (I.E., THE OWNER, ENGINEER,
AFFECTED COUNTY AGENCIES, AND VDOT).
C. FILL AND BACKFILL MATERIAL SHALL BE COMPACTED TO 95% STD. PROCTOR
DENSITY AT OPTIMUM MOISTURE +-2% UNLESS SPECIFIED OTHERWISE ON THE
PLANS.
D. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER WHICH PROVIDES
POSITIVE DRAINAGE AT ALL TIMES.
E. THE BACK SLOPES OF CUT DITCHES SHALL BE MODIFIED AS NECESSARY TO PROVIDE
REQUIRED SIGHT DISTANCE AT INTERSECTIONS AND THROUGH CURVES.
F. VDOT STANDARD SPRING BOXES (ST'D. SB -1) AND UNDERDRAIN SYSTEMS (ST'D. UD -1,
ST'D. UD -2) WILL BE INSTALLED AT LOCATIONS SHOWN ON THE PLANS AND WHEREVER
FIELD CONDITIONS WARRANT.
7 DRAINAGE STRUCTURES AND MINOR EXCAVATION
A. ALL PIPE CULVERTS AND STORM SEWER SYSTEMS SHALL HAVE A MINIMUM COVER
OF 1 FOOT AND BE MADE OF THE MATERIAL SPECIFIED ON THE PLANS. ALL STORM
SEWER SHALL HAVE A MINIMUM OF a INCHES AGGREGATE BEDDING MATERIAL.
B. BACKFILL FOR ALL UTILITIES WITHIN PROPOSED STREETS SHALL BE PLACED
GENERALLY IN ACCORDANCE WITH ALBEMARLE COUNTY UTILITY SPECIFICATIONS
AND THE FOLLOWING CRITERIA:
1) NO TRENCH SHALL BE BACKFILLED UNTIL AUTHORIZED BY THE INSPECTOR
OR OWNER OR HIS AUTHORIZED REPRESENTATIVE. MATERIALS USED FOR
BACKFILL FROM THE TRENCH BOTTOM TO 12 INCHES ABOVE THE PIPE
SHALL BE SELECT MATERIAL, FREE FROM FROST, LARGE CLODS, STONES,
AND DEBRIS. IT SHALL BE THROUGHLY AND CAREFULLY COMPACTED TO
INSURE A SOUND BACKFILL AROUND AND OVER THE PIPE.
2) BACKFILL SHALL BE COMPACTED BY MECHANICAL TAMPING THROUGHOUT
THE DEPTH OF THE TRENCH TO OBTAIN 95% DENSITY AT OPTIMUM
MOISTURE+ -2%. THIS IS TO INSURE A SUITABLE SUBBASE
ACCEPTABLE FOR PROPOSED STREETS AND PARKING AREAS.
3) IF IN THE OPINION OF THE OWNER, THE ENGINEER OR ANY AFFECTED
GOVERNMENTAL AGENCY THE MATERIAL TAKEN FROM THE DITCH IS NOT
SUITABLE FOR BACKFILL, IT SHALL BE REMOVED AND ACCEPTABLE
MATERIAL USED FOR BACKFILLING SHALL BE OBTAINED.
C. TRENCHES SHALL BE EXCAVATED TO A MINIMUM OF 4 INCHES BELOW THE
BOTTOM OF THE BARREL OF THE PIPE AND A BEDDING SHALL BE PROVIDED
AND INSTALLED OF SELECT MATERIAL SUITABLE TO MEET VDOT ST'D. PB -1 PIPE
INSTALLATION REQUIREMENTS. TRENCHES SHALL NOT BE CUT OVER 16 INCHES
WIDER THAN THE OUTSIDE DIAMETER OF THE PIPE UNLESS AN UNSUITABLE
FOUNDATION MATERIAL IS ENCOUNTERED.
8. BASE AND PAVEMENT ITEMS
A. SUBGRADE MUST BE CHECKED BY AFFECTED GOVERNMENTAL OFFICIALS, AND
OWNER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS APPLIED.
B. BASE AND PAVEMENT MATERIALS SHALL MEET ALL 'VDOT' SPECIFICATIONS
AND SHALL BE APPLIED IN ACCORDANCE WITH THE CURRENT 'VDOT' SPECI-
FICATIONS. ALL MATERIALS MUST BE TESTED AND APPROVED BY 'VDOT'
OR APPLICABLE GOVERNMENTAL AGENCY OFFICIALS PRIOR TO EMPLACEMENT.
C. PAVING OPERATIONS SHALL NOT BE STARTED BETWEEN NOVEMBER 15 AND
APRIL 1 WITHOUT WRITTEN AUTHORIZATION OF ALBEMARLE COUNTY
OFFICIALS AND THE OWNER.
D. WHEN USING PUG MILLED AGGREGATE BASE MATERIAL WHICH IS TESTED
BY 'VDOT' OFFICIALS AT THE PLANT, THE TEST WILL BE GOOD FOR 90 DAYS
ONLY. ADDITIONAL "IN PLACE" TEST SHALL BE MADE AFTER 90 DAYS.
E. WHEN LOCAL BASE MATERIAL (TYPE II) IS PROPOSED FOR ROAD BASE, IT
SHALL BE TESTED AND APPROVED BY 'VDOT' OFFICIALS PRIOR TO BEING
USED. OWNER AND ANY AFFECTED GOVERNMENTAL OFFICIALS SHALL ALSO
CHECK AND APPROVED LOCAL BASE MATERIALS FOR DEPTH, COMPACTION,
AND CONSISTENCY ONCE IT HAS BEEN PLACED IN ROADWAYS.
9. ALL ENTRANCE PERMITS TO PUBLIC ROADS MUST BE OBTAINED BY THE
CONTRACTOR AT HIS EXPENSE PRIOR TO CONSTRUCTION. ALL OTHER PERMITS
NECESSARY TO UNDERTAKE THIS PROJECT MUST BE OBTAINED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION (AT THE CONTRACTOR'S EXPENSE).
10. LONGITUDINAL DROP INLETS (ON GRADE) SHALL BE PLACED WITH THE
THROAT ON THE SAME GRADE AS THE ADJOINING CURB AND GUTTER UNLESS
SPECIFICALLY NOTED OTHERWISE ON THE PLANS.
11. THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGE TO ANY STRUCTURES OR
PROPERTY RESULTING FROM NEGLIGENCE OR CARELESSNESS ON THE PART OF THE
CONTRACTOR OR ANY OF HIS SUBORDINATES.
PRIVATE AND COMMERCIAL ENTRANCES
TYPE I
Crusher Run Aggr.
0 0 0
6" Crusher Run
Aggr. 25 or 26
STD. CG -6
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 UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 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).
Albemarle County Engineering
General Construction Notes for Streets
1. Construction inspection of all proposed roads within the development will be
made by the County. The contractor must notify the Department of Community Development
(296-5832) 48 hours in advance of the start of construction.
2. Upon completion of fine grading and preparation of the roadbed subgrade, the
contractor shall have CBR tests performed on the subgrade soil. Three (3) copies
of the test results shall be submitted to the County. If a subgrade soil CBR of 10
or greater is not obtainable, a revised pavement design shall be mode by the design
engineer and submitted with the test results for approval.
3. Surface drainage and pipe discharge must be retained within the public
right-of-way or within easements prior to acceptance by the County. All drainage outfall
easements are to be extended to a boundary line or a natural watercourse.
4. Guardrail locations are approximate. Exact length, location and appropriate
end treatments will be field verified at the time of construction. Additional guardrail
may be required at locations not shown when, in the opinion of the County Engineer,
or designee, it is deemed necessary. When guardrail is required, it shall be installed
four (4) feet offset from the edge of pavement to the face of guardrail, and roadway
shoulder widths shall be increased to seven (7) feet.
5. Where urban cross sections are installed, all residential driveway entrances
shall conform to VDOT CG -9(A, B or C).
6. Where rural cross sections are installed, all residential driveway entrances shall
conform to VDOT standard PE -1.
7. Compliance with the minimum pavement width, shoulder width and ditch sections,
as shown on the typical pavement section detail, shall be strictly adhered to.
TYPE 11
Asphalt
Asphalt Conc. Type
SM -9.5A O 165 Lbs. per S.Y.
6" BM -25 Asphalt
7" 21-A Stone Subbase
25'
UD -4 TO BE INSTALLED UNDER CURB AND GUTTER THROUGHOUT
CONSTRUCTION FROM STATION 11+00 TO 20 ON BOTH SIDES IN
NORMAL SECTIONS AND ON THE LOW SIDE OF SUPERELEVATED
SECTIONS. UD -4 ALSO TO BE INSTALLED UNDER CURB AND GUTTER
ALONG PROPOSED TURNING LANE ON ROUTE 250. UD -4 TRENCH
DEPTH TO 12" BELOW SUBBASE FOR PIPE PROTECTION DURING
CONSTRUCTION.
NOTE: VPD PER TRAFFIC STUDY BY WILBUR SMITH & ASSOC.
DATED JULY 2, 1996. PHASE 1 VPD=10,300. 4 LANE ROAD
DESIGN TRAFFIC O 80% (10,300)=8,250 VPD
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PETER JEFFERSON PARKWAY
POINT OF FINISHED GRADE
STD. CG -2
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STD. CG -2
=NOTE: FILL SLOPE 4:1 BEYOND STATION 127+00.
fJ,:::::: 8"x6" TREATED "CORTEN" GUARD RAIL
WOODEN POST
"CORTEN" GUARD RAIL DETAIL (TYP
(PER VDOT STANDARDS)
N.T.S.
STD. CG -6
STD. GR -2
0
2E
25' 2.51-+ -- 5'-----1
WILLIS DRIVE
POINT OF FINISHED GRADE
2%
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8. Rood plan aapprovol for subdivisions is subject to final subdivision plat validation. Should the
final plat for t1this project expire prior to signing and recordation, then approval of these
plans shall be null and void.
9. All signs oor other regulatory devices shall conform with the Virginia Manual for Uniform
Traffic Control Devices and the Albemarle County Road Naming and Property Numbering
Ordinance and Manual.
10. Traffic conhtml or other regulatory signs or barricades shall be installed by
the developer vwhen, in the opinion of the County Engineer, or designee, they are
deemed necesssary in order to provide safe and convenient access.
11. The speed limits to be posted on speed limit signs are 5 mph below the design
speed, or as ddetermined by VDOT for public roads.
12. VDOT standdord CD -1 or CD -2 cross -drains to be installed under the subbase
material at all cut and fill transitions and grade sag points as shown on the road profiles.
es.
13. A video caomero inspection is required for all storm sewers and culverts that
are deemed inooccessible to VDOT or County inspections. The video inspection shall be conducted in
accordance witch VDOT's video camera inspection procedure and with a VDOT or
County inspectcor present.
50' R/W
SEE
NOTE 4
STD CG -6
2%
zi
�I 1' i--
18' 2.5°�+- 7'
�4'�//�2" R
SURFACE
BASE
im
4" 2" R
D
6,
7"
♦ ♦ s s
- -- - - - - - -
2'-0" l
THIS AREA MAY BE CONCRETE /
�+p
AT THE OPTION OF THE CONTRACTOR
NOT TO SCALE THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
NOTES:
PARALLEL TO THE SLOPE OF
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7"
2. CONCRETE TO BE CLASS A3 IF CAST IWLACE,
IS MAINTAINED.
NOTES:
4000 PSI IF PRECAST,
3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG
1. THIS ITEM MAY BE PRECAST OR! CAST IN PLACE.
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB.
Q
O
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
4000 PSI IF PRECAST.
(15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)
QZ
IN ORDER THAT THE3.
F CURB WILL BOTTOM 0 COINCIDE LL CO C
COMBINATION CURB &GUTTER HAVING A RADIUS
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT
BE PAID FOR AS RADIAL COMBINATION CURB &
IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN
GUTTER.
INCREASE IN DEPTH.
Y
Z Z
4. FOR USE WITH STABILIZED OPEN -GRADED
5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE
DRAINAGE LAYER, THE BOTTOM OF THE CURB
REQUIREMENTS FOR CG -6 AS SHOWN IN
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL.
AND GUTTER SHALL BE CONSTRUCTED PARALLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
STANDARD
T A1� D ARD 6" CURB (CG -2) 5. ALLOWABLE CRITERIA FOR THE USE OF
I`V��%I`V� V ftp ` CG -6 IS BASED ON ROADWAY CLASSIFICATION
AND DESIGN SPEED AS SHOWN IN APPENDIX A
OF THE VDOT ROAD DESIGN MANUAL.
COMBINATION 6" CURB & GUTTER (CG -6)
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STORM SEWER TABULATION FORM
Road: Units: Metric (SI) Sheet _ of
Project# X US Customary Prepared Ch eked by: Dab: 511112009
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"PETER JEFFERSON PARKWAY PHASE II" w C) o Z
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JCE ORAINAOE ANALASIS REPORT W
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(EX. 5-7) ~ U
(EX. 5-11)
(EX. 5-12)
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DRAINAGE � HYDRAULIC GRADELINE � X i > a m' AND
AREA (so. or he.) = _ ELEVATION O W A: CV E E REMARKS
LOCATION = Q t � E 0 a0 � o a o
W � `o `o CROWN ELEVATION � W j � E 'u ZONE OR COUNTY:
UPPER ENO � v
� E w E C Y
z FLOWLINE ELEVATION E K C FREQUENCY:
� E
COMPOSITE F = ``e LL Q `o a a
CFUIIN NAME F `o � � f O O < NET WORK NAME:
m
W K K ✓� < � W
a�j i E UPPER O V O U F �,��UOw E !EOWLOWER�m<Wo o4'H� NOTES/REMARKS
STATION O o ,. N 2 w
PE RJ 5-10 518.97 519.88 0.28 0.52% 3.13
727+29.27 35 Rt. S9 DI -388 Curb 82.87 0.90 0.21 0.18 5.39 0.39 8.42 0.185 7.19 523.50 520.59 520.29 0.30 125 0.50% 3.17 4.93
519.34 519.04 0.30
PETER) 5-9 519.88 518.76 3.52 1.97% 5.48
727+75.00 A Lt. S8A DI -38 8 Curb 162.39 0.90 0.06 0.08 5.88 O.dB 6.29 0.242 1.52 523.81 520.19 517.07 3.12 7.25 1.95% 3.41 9.71
518.94 515.82 3.12
PETER) 5-9A 516.46 514.25 2.21 2.02% 5.87
DI -3B Curb 112.70 0.90 0.14 0.13 8.20 0.32 8.14 0.389 228 620.85 578.97 515.08 1.91 1.25 9.17
129+38.82 -4 Lt 53 16 7.74% 3.88
515.72 513.81 1.97
PE7ERJ 53 513.87 511.88 2.19 14.91% 11.76
DI -38 Curb 17.99 0.90 0.12 0.11 622 0.03 8.05 0.477 2.89 519.25 514.05 512.58 1.47 1.25 22
130+50.51 ♦ Lt. 5-17 76 512.80 511.33 1.47 10.00% 4.20
PETER) EX. 5-7 514.51 571.58 2.83 7.37% 8.45
DI -3C Curb 38.97 0.90 0.34 0.30 822 0.10 0.42 0.305 1.91) 579.57 513.2D 512.30 0.90 1.00 11
130M4.86 -35 Lt. EX. S-11 12 512.20 511.30 0.90 2.53% 3.72
PETER) EX. S17 512.28 504.78 7.48 2.95% 8.48
130+66.78 -5.85 Lt. EX. 5-12 A81-1 JlnchOn 255.77 0.90 0.87 0.00 8.73 0.50 8.04 0.782 4.72 518.00 512.41 505.45 6.96 1.25 2.74%
Label
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610.36
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DRAINAGE AREA DESCRIPTIONS
O0.04 Ac.
c- 0
3-1 c• 0.90
tc- 5 min.
DA- Ac.
3-2 c= 0.655
tc- 5 min.
OOJ6 Ac.
c- 0
3-3 c- 090
tc 5 min.
O029 Ac.
c- 0
3-4 c- 090
tc- 5 min.
OOJ7 Ac.
c- 0
3-5 c- 0.90
tc- 5 min.
ODA- 039 Ac.
3-6 c- 090
tc- 5 min.
ODA• 0.09 Ac.
3-7 c• 090
tc- 5 min.
ODA= 020 Ac.
3-8 c- 0.60
tc- 5 min.
OD.A - 0.05 Ac.
3-9 c• 0.90
tc- 5 min.
DA• 028 Ac.
3 /0 c- 090
tc- 5 min.
DA- 0.67 Ac.
3 II c- 0.60
tc- 5 min.
DA- 0.08 Ac.
3 l2 c- 0.65
tc- 5 min.
DA- 0.05 Ac.
313 c- 0.65
tc- 5 min.
DA- 1.68 Ac.
3 l4 c- 0.35
tc- 5 min.
O
OA- 0 Ac.
3-15 c- 0.90
tc- 5 min.
DA= 026 Ac.
3 /6 c- 035
tc- 5 min.
DA- OJI Ac.
3 20 c- 090
tc- 5 min.
DA- 1590 Ac.
3 22 c- 0.63
tc- 5 min.
DA= 036 Ac.
3 23 c= 0.60
tc= 5 min.
DA- OJI Ac.
3 24 c- 090
tc- 5 min.
ODA- 020 Ac.
4-1 c• 090
tc- 5 min.
ODA• 022 Ac.
4-2 c= 090
tc- 5 m1n.
ODA- Ac.
4-3 c- 0900
tc- 5 min.
DA= OJO Ac.
4 4 c- 090
tc- 5 min.
OD.A - 028 Ac.
4-5 c- 0.80
tc- 5 min.
ODA- 023 Ac.
4-6 c- 090
tc- 5 min.
DA- 020 Ac.
4 7 c= 0.75
tc- 5 min.
OcOJ6 Ac.
c- 0
4-8 - 090
tc- 5 min.
ODA= 03/ Ac.
4-9 c- OBl
tc- 5 min.
O
DA- OJ5 Ac.
5-1 c- 090
tc- 5 min.
ODA- 0.02 Ac.
5-2 c= 090
tc- 5 min.
DA- 0.08 Ac.
5 3 c• 056
tc- 5 min.
DA- 027 Ac.
5 4 c- 082
tc- 5 min.
DA- 0.07 Ac.
5 5 c- 0.62
tc- 5 min.
ODA. 0.04 Ac.
5-6 c- 090
tc• 5 min.
O034 Ac.
c- 0
5-7 c- 090
EXISTING tc- 5 min.
OOJ2 Ac.
c- 0
5-8 c- 090
tc- 5 min.
8 DA- 0.06 Ac.
5-g c- 0.90
tc- 5 min.
DA- 02/ Ac.
5 /0 c- 090
tc- 5 min.
D.A. 0.09 Ac.
c- 0.67
tc- 5 m/n.
O.A. OJ4 Ac.
5 9A c- 090
tc- 5 min.
D.A. 0.06 Ac.
6 I c- 0.90
tc- 5 min.
ODA- 0J3 Ac.
6-2 c- 0.90
tc- 5 min.
O
OOJ9 Ac.
c- 0
6-3 c- 0.90
tc- 5 min.
DA- 023 Ac.
6 4 c- 090
tc- 5 min.
OcOJ7 Ac.
c- 0
6-5 • 090
tc- 5 min.
ODA- 024 Ac.
6-6 c• 090
tc- 5 min.
OOA5 Ac.
c= 0
6-7 c= 090
tc- 5 min.
ODA• 007 Ac.
6-8 c• 090
tc- 5 min.
ODA- 227 Ac.
c- 0.60
6-y
tc- 12 min.
D.A. 0J2 Ac.
6 /0 c- 090
tc- 5 min.
ODA• 027 Ac.
6 -ll c- 0.60
tc- 6 min.
DA- OJ7 Ac.
6 /2 c- 090
tc- 5 min.
D.A. OJ/ Ac.
6 /3 c- 090
tc- 5 min.
DA- 0.42 Ac.
614 c- 0.60
tc- 8 min.
D.A. 1.03 Ac.
615 c- 082
tc- l0 min.
DA- OJO Ac.
6 l6 c= 090
tc- 5 min.
DA -1.39 Ac.
617 c- 082
tc- l0 min.
DA- OJO Ac.
6 /8 c- 0.90
tc- 5 min.
OD.A. Ac.
6-19 c- 0800
tc- 5 min.
DA- OJ9 Ac.
6 20 c- 090
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ODA- 052 Ac.
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OcOJ4 Ac.
cm 0
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tc- 5 min.
DA- OJO Ac.
6 24 c- 090
tc- 5 min.
DA- 03/ Ac.
6 25 c- 090
tc- 5 min.
D.A. 2.05 Ac.
6 26 c- 088
EX/ST/NG tc- 9.49 min.
D.A.- 0.34 Ac.
6 27 c- 080
tc- 5 min.
D.A. 282 Ac.
6 30 c- 0.64
tc- l0 min.
DA. 2.60 Ac.
6 3/ c- 0.60
tc- 12 min.
DA- 6.0/ Ac.
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SEE SHEET 4 OF
TMP• 78-311
SITE PLAN AMEND NT FOR
ADDITIONAL INFORMA ON
s
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44 / NOTE.
tp l B ♦<`<:> PARKING LOT T MODIFIED
: , : EXISTING PARK 0 BE M00
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FOR WILLIS DRIVE IMPROVEMENTS PER SITE
' _ D" -
AMENDMENT PLAN CONTAINED WITHIN
MARTHA JEFFERSON HOSPITAL, FINAL
COUNTYIR�dSkd:
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SITE PLAN REVISION
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OUTPATIENT CAME CENTER
PI -132.58.03
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T - 138J2'
L - 268.98'
R - 480.00'
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PT - 133.88.89
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