HomeMy WebLinkAboutSDP200700105 Letter of Revision Letter of Revision 3 2018-06-12 • 4, #
608 Preston Avenue P 434.295.5624
TIM M O N S GROUP Suite 200 F 434.295.8317
YOUR VISION ACHIEVED THROUGH OURS. Charlottesville, VA 22903 www.timmons.com
June 12, 2018
Megan Nedostup, AICP
Principal Planner
Community Development Department
401 McIntire Road
Charlottesville VA, 22902
LOR for SDP 200700105 Brownsville Elem School Addition and Renovations—Major
Amendment
Tax Map/Parcel Number 05600-00-00-0017A0
Dear Ms. Nedostup,
This letter is to request a Letter of Revision for a small project at Brownsville Elementary School
Albemarle County Schools. The Project includes the addition of a modular classroom with two
classrooms and a fire access road. The limits of disturbance is 9,360 sf. Please see the included
plans for more information.
Sincerely,
r
Craig Kotarski, E
CIVIL ENGINEERING ENVIRONMENTAL SURVEYING GIS I LANDSCAPE ARCH[TECTURE CCNSTRUCT'.ON SERVICES
Application for T
Letter of Revision j' !
0 Letter of Revision=$108
Final Site Plan Name and Number: SDP 200700105 Brownsville Elem School Addition and Renovations-Major Amendment I
Contact (who should we contact about this project) Craig Kotarski, PE
Street Address 608 Preston Avenue, Suite 200
City Charlottesville State VA Zip Code 22903
Phone Number 434-327-1688 Email craig.kotarski@timmons.com
Owner of Record Albemarle County School Board Contact: Joeseph Letteri
Street Address 401 McIntire Road
City,Charlottesville State VA Zip Code 22902
Phone Number 434-975-9340 Email jletteri@k12albemarle.org
Applicant
Street Address
City State Zip Code
Phone Number Email
SUBMITTAL REQUIREMENTS:
NA ❑ The appropriate fee, NA, County project
® The site plan number that the change applies to,
1 A request letter describing the proposed changes from the owner or authorized agent.
EC 4 copies of the plan that shows the proposed changes,
Changes must be shown on the sheet or sheets from the approved final site plan,or on an 11-X17-copy of that portion of the approved
final site plan.
Owner/Applicant Must Read and Sign
1 hes eby certify tVt-tke information provided on this application and accompanying information is accurate,true and correct to the best
of N knowl_edgeland,behe£
/ j
,
tr't t = ,-- cls a
Sigri(ature of Owner,Agent Date
dose \ 0. 11--e_i-., vk "")3Li • Q13 , =j3 `4L
Print Name Daytime phone number of Signatory
FOR OFFICE USE ONLY LOR#
Fee Amount$ Date Paid By who? Receipt# Ck# By:
County of Albemarle
Department of Community Development
401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126
REVISED 11/02/2015 Page 1 of 1
I
SITE DATA:
ENGINEER: TIMMONS GROUP
608 PRESTON AVE.
CHARLOTTESVILLE, VA 22903
TELEPHONE: 434-327-1688
CONTACT: CRAIG KOTARSKI, P.E.
CRAIG.KOTARSKI@TIMMONS.COM
TAX MAP PARCEL: 05600-00-00-017AO
LIMITS OF DISTURBANCE: 9,360 SQ. FT.
ZONING: R1 - RESIDENTIAL
EC - ENTRANCE CORRIDOR
MAGISTERIAL DISTRICT: WHITE HALL
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP.
JOSEPH MEDLEY, LS
28 IMPERIAL DRIVE
STAUNTON, VIRGINIA 24401
(540) 885-0786
(MAY 24-25, 2018)
DATUM: HORIZONTAL: NAD83 (NA 2011), VIRGINIA STATE GRID SOUTH ZONE
VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET
PROPOSED' USES: MODULAR CLASSROOM
WETLAND IMPACTS: NONE
UTILITIES: ACSA
DRAINAGE DISTRICT: LICKINGHOLE CREEK
PARCEL IS WITHIN THE LICKINGHOLE CREEK WATER SUPPLY WATERSHED
THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS.
THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN.
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LE I I ER OF 1N TO SDP200700105
COUNTY OF ALBEMARLE, VIRGINIA
WHITE HALL DISTRICT
JUNE 12, 2018
VICINITY MAP
SCALE: 1" = 2000'
OWNER:
ALBEMARLE COUNTY SCHOOL BOARD
401 M CI NTI RE RD
CHARLOTTESVILLE, VA 22902
CONTACT: JOE LETTERI
TELEPHONE: (434) 975-9340
FAX: (434) 975-9341
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRIESTON AVE.
CHARLOTTESVILLE, VA 22903
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE; 434-327-1688
Sheet List Table
Sheet Number
Sheet Title
C0.0
COVER AND NOTES
C1.0
EXISTING CONDITION AND DEMO PLAN
C2.0
SITE PLAN
NUMBER OF SHEETS = 3
11 'W1
, zLice Nos., 040204c 5107
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DRAWN BY
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DESIGNED BY
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CHECKED BY
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SCALE
AS NOTED
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REMOVE AND RELOCATE MULCH TO
LIMIT OF SURVEY AT EP
�.—SHED ON BLOCKS TO BE
RELOCATED BY OWNER WITH
TABLE 3.31-13
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
PLANTING DATES
SPECIES
SEPT. 1 - FEB. 15
50/50 MIX OF
TABLE 3.32-D
ANNUALRYEGRASS
NOTES FOR EROSION AND SEDIMENT CONTROL
(LOLIUM MULTI-FLORUM)
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
8
CEREAL (WINTER) RYE
a� v
TOTAL LBS. PER ACRE
FEB. 16 - APR. 30
1.
ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED
(LOLIUM MULTI-FLORUM)
MINIMUM CARE LAWN
GERMAN MILLET
DESIGNED BY
AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS
TS
COMMERCIAL OR RESIDENTIAL175-200 LBS.
..
OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA
- FESCUE 90- 00%
KENTUCKY 31 OR TURF TYPE TALL F 1
.; ::. , .,, .; :., ,:.
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- -
REGULATIONS VR 625 02 00 EROSION AND SEDIMENT CONTROL REGULATIONS
SCALE
IMPROVED PERENNIA FGRASS 0-5%
<.
2.
RES ARE TO BE PLACED PRIOR
ALL EROSION AND SEDIMENT CONTROL MEASURES
KENTUCKY BLUEGRASS 0-5%
TO OR AS THE FIRST STEP IN CONSTRUCTION.
°� E
3.
ALL FILL MATERIAL TO BE TAKEN FROMAN APPROVED, DESIGNATED BORROW
GENERAL SLOPE (3:1 OR LESS)
AREA
KENTUCKY 31 FESCUE 128 LBS
4
ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA.
RED TOP GRASS 2 LBS
EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS,
SEASONAL NURSE CROP 20 LBS.
WOOD RUBBISH AND OTHER DEBRIS.
150 LBS
5.
ALL INERT MATERIALS SHALL BE TR SPORTED IN COMPLIANCE WITH SECTION
La. r.
_
LOW -MAINTENANCE SLOPE {STEEPER THAN 3:1)
;...
13 301 OF THE CODE OF ALBEMARLE
-
KENTUCKY 31 FES 08 LBS.
CUE 1
V
TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING
RED TOP GRASS 2 LBS
........................ :;,» , , ,. ..... .. ..........CROP
SHALL BE APPLIED TO ALL AREA TO BE LEFT DORMANT FOR MORE THAN 30
SEASONAL NURSE 20 LBS.
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GISTOBEAT7 /
5 LBS ACRE AND IN THE MONTHS OF SEPTEMBER20
CROWNVETCH ** LBS.
"
TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL
150 LBS.
WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE OR MAY
�uj
THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE
* USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES
<:.... ,, :..
AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE
AS STATED ATED BELOW:
u
Y 16TH THROUGH
.. ,.. ,., .. ,,:... ... .,> .. , .'_ .. ..�;
7.
PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT
S TTHROUGH AUGUST 5TIH ............................ FOXTAIL MILLET
MA 1ST
SEEDING, AND MULCH. APPLY SEEDING IMMEDIATELY FOLLOWING PERMANENT
AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE
STABILIZATION. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT
NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE
90LBS/1000SF, INCORPORATED FERTILIZER
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SHALL BE APPLIED AT 1000LBS/ACRE AWD CONSIST OFA 10 20 10 NUTRIENT
** S U
SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF
=v>Ln O
MI PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST
X95%
FARMV LLE VA MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL
i- I_-
OF KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR
OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU
,-
KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF.
OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED
ALTERNATTO APER 'OVAL BY THE COUNTY OWNER
MUST BE PROPERLY INOCULATED WEEPING LOVEGRASS MAY BE
->:
8.
L BE RESEEDED WHEN NECESSARY TO ACHIEVE A
ALL SEEDEID AREAS SHALL
- DURING WARMER
ADDED TO ANY SLOPE OR LOW MAINTENANCE MIX
GOOD STAND OF GRASS.
SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES.
00 J
PS 3.32
C)
h
PERMANENT SEEDING MIX FOR PIEDMONT AREA
U7
No Scale
TABLE 3.31-13
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
PLANTING DATES
SPECIES
SEPT. 1 - FEB. 15
50/50 MIX OF
ANNUALRYEGRASS
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(LOLIUM MULTI-FLORUM)
06/12/2018
8
CEREAL (WINTER) RYE
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FEB. 16 - APR. 30
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(LOLIUM MULTI-FLORUM)
MAY 1 - AUG. 31
GERMAN MILLET
DESIGNED BY
(SETARIA ITALICA)
TS
J. SHOWALTER
RATE (LBS./ACRE)
50-100
60-100
TEMPORARY SEEDING PLANT MATERIALS
No Scale
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to
DATE
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06/12/2018
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6'X6'LANDING
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WITH HANDRAILS )NS |ON
Lic. �4o�0402040855Q7
GENERALNOTES /� A�K8&�J! � �`/7UyJT��KJ/�|MJ����|0/� /���J���|
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1 ALL MATERIALS ANDCUNSTRUCT|0NSHALLBE|NACC0RDANCEVVITHCURRENTV|R8|NIA CONSTRUCTION NOTES FINISHED
DEPARTMENT OFTRANSPORTATION'S SPECIFICATIONS AND STANDARDS.GRADE
2. PRIOR T0ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND 1 PRIOR TOANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT UFWAY, WEED BARRIER/
VERIFY THE APPROVAL OFTHE PLANS BYALL FEDERAL, STATE AND LOCAL AGENCIES. INCLUDING CONNECTION TOANY EXISTING ROAD, APERMIT SHALL BE
POLYPROPYLENE FABRIC
3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OFALL POINTS 0FCONNECTION OR OBTAINED FROM THE VIRGINIA DEPARTMENT 0FTRANSPORTATION (VODT).THIS
(FASTEN TO THE GROUND)
PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO PLAN ASDRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OFTHE STEEL CAP
CONSTRUCTION. PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OFTHE ry
4. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR PERMIT SHALL GOVERN. SUBGRADE
OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM T0CURRENT
CONTACT THE OWNER. THESE AREAS SHALL BEEXCAVATED BELOW PLAN GRADE AS SPECIFICATIONS AND STANDARDS OFVDOT.
DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN 3. EROSION AND SILTATION CONTROL MEASURES SHALL BEPROVIDED |N
ACCORDANCE WITH CURRENT. ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE 6" DIA STEEL PIPE
FILLED WITH
G. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I ANDPLAY AREA MULCH SECTION
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
CONCRETE AND No Scale 2-
1LD-84(0)121.13. 4. ALL SLOPES AND DISTURBED AREAS ARE TOBEFERTILIZED, SEEDED AND
POWDER COATED
8. ALL RCP STORM SEWER PIPE SHALL BEREINFORCED TONGUE AND GROVE CONCRETE MULCHED.
PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE S. THE MAXIMUM ALLOWABLE SLOPE |S2:1(HOR|Z]NTAL:VERT|CAL).WHERE
SELECTED BY
MINIMUM CLASS Ill 0RGREATER |NACCORDANCE WITH CURRENT VDDTSTANDARDS AND REASONABLY OBTAINABLE, LESSER SLOPES 8F310RBETTER ARE TOBE
SPECIFICATIONS. ACHIEVED.
7. |FPRE-CAST UNITS ARE TDBEUSED, THE MANUFACTURER SHALL SUBMIT DRAWING 0. PAVED, RIP -RAP ORSTABILIZATION MAT LINED DITCH MAY BEREQUIRED WHEN EXISTING PAVEMENT PROPOSED PAVEME - NT i__1
DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. |NTHE OPINION OFTHE COUNTY ENGINEER, ORDESIGNEE, |T|SDEEMED
8. ALL CONCRETE SHALL BEA3-AE(AIR ENTRAINED 3.00OpS|). UNLESS OTHERWISE NOTED. NECESSARY |NORDER TDSTABILIZE ADRAINAGE CHANNEL. LOCK PAVEMENT PATCH SAWCUT THROUGH o- MATCH EX. CROSS
0. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL _j EX. SURFACE Lu
0 SLOPE UNLESS OTHERWISE > 4n
APPROVED PLANS NEED TOBERESUBMITTED TOTHE ENGINEER PRIOR TOPROCEEDING FOR UNIFORM TRAFFIC CONTROL DEVICES. COURSE SPECIFIED ON PLANS
WITH THE WORK. ALETTER OFEXPLANATION SHALL ACCOMPANY THE REVISED PLANS 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BEREINFORCED Lu & REMOVE 0
AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY CONCRETE PIPE ' CLASS Ill.
PROPOSED
THE ENGINEER. 0. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH
SURFACE
10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (2QCFR PART iQ28).
7" DIAMETER COURSE
SHOWN ONPLANS |NAREAS OFCONSTRUCTION PRIOR TOSTARTING WORK. CONTACT
ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON "Oo GROUND INSERT
EXISTING
PLAN, IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY BLASTING NOTES
PAVEMENT
NOT SHOWN 0NTHIS PLAN, CALL MISS UTILITY 0FCENTRAL VIRGINIA AT1'80O-552-7001
1 BLAST|NGSHALLNOTBEPERK8|TTEOUNTH|SPR0JECT
THEOVVNERSHALLBERESPDNS|BLEF0RTHERELOCAT|0NOFANYUT|L|TYVV|TH|N .CONC. FOOTING Lu LU 2z
EXISTING AND/OR PROPOSED R|GHT-OF'N0AYREQUIRED BYTHE DEVELOPMENT.MILL EX.
11. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL --2" MINIMUM CONCRETE SURFACE COURSE <
BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) BELOW STEEL PIPE SAWCUT EX. BASE COURSE�
PER VD0TSTANDARDS AND SPECIFICATIONS.
EDGE OF PAVEMENT
12 THE �
� 0
ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF
SPECIFICATIONS.THE ROAD AND BRIDGE
13. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE IN WITH EXISTING PAVEMENT U)
COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION 02
(PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER x
�-
FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S)48HOURS PRIOR T0 16�
APPLICATION OFTHE SURFACE COURSE(S).
i4. AGEOTECHNICAL ENGINEER |STOASCERTAIN CAUSE AND CERTIFY RECOMMENDED REMOVABLE BOLLARD DETAIL PAVEMENT REPLACEMENT JOINT DETAIL 2�
��
METHOD OFREPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TOSTATE Q`
No Scale No Scale a)
ACCEPTANCE. (N/A) '2
�
15. ALLVEGETAT0NANDORGAN|CK4ATER|ALN1ATER|AL|8T0BEREK4OVEOFROK�THE �°
PROPOSED PAVEMENT LIMITS PRIOR TOCONDITIONING 0FTHE SUBGRADE.
(PLACED W
18. CERTIFICATION AND SOURCE OFMATERIALS ARE TOBESUBMITTED TDTHE OWNER FOR F
ALL MATERIALS AND BE|NACCORDANCE WITH e�
uj m
AND ROAD AND BRIDGE RDS
17. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW TYPE 21-B AGGREGATE COURSE �
STRUCTURES SHALL COK�PLYVV|THTHE 2O12UN|F0RK�3TATEVV|DEBU|LD|N{�CODE 2O12 ��
. 0
VIRGINIA CONSTRUCTION CODE, 2010ADA STANDARDS FOR ACCESSIBLE DESIGN AND rc-11 7C3
ICC/ANSI A117.1-03. �
COMPACTED SUBGRAIDE JOB No. w
DENOTES GRAVEL AREA ON PLANS 41776 m
�0
EET NO. 0
�DATE
0611212018
DRAWN BY
rN VI
A. MABEE
DESIGNED BY
1. SHOWALTER
CHECKED BY
C. KOTARSK.T
SCALE
Lu
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GENERALNOTES /� A�K8&�J! � �`/7UyJT��KJ/�|MJ����|0/� /���J���|
`�^_. "`-. = `^- . �^^ . ^-~' --_ --� - - '_-- COUNTY _ ENGINEERING .� -_--� - _ - ��� ��� � ���
1 ALL MATERIALS ANDCUNSTRUCT|0NSHALLBE|NACC0RDANCEVVITHCURRENTV|R8|NIA CONSTRUCTION NOTES FINISHED
DEPARTMENT OFTRANSPORTATION'S SPECIFICATIONS AND STANDARDS.GRADE
2. PRIOR T0ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND 1 PRIOR TOANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT UFWAY, WEED BARRIER/
VERIFY THE APPROVAL OFTHE PLANS BYALL FEDERAL, STATE AND LOCAL AGENCIES. INCLUDING CONNECTION TOANY EXISTING ROAD, APERMIT SHALL BE
POLYPROPYLENE FABRIC
3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OFALL POINTS 0FCONNECTION OR OBTAINED FROM THE VIRGINIA DEPARTMENT 0FTRANSPORTATION (VODT).THIS
(FASTEN TO THE GROUND)
PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO PLAN ASDRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OFTHE STEEL CAP
CONSTRUCTION. PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OFTHE ry
4. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR PERMIT SHALL GOVERN. SUBGRADE
OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM T0CURRENT
CONTACT THE OWNER. THESE AREAS SHALL BEEXCAVATED BELOW PLAN GRADE AS SPECIFICATIONS AND STANDARDS OFVDOT.
DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN 3. EROSION AND SILTATION CONTROL MEASURES SHALL BEPROVIDED |N
ACCORDANCE WITH CURRENT. ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE 6" DIA STEEL PIPE
FILLED WITH
G. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I ANDPLAY AREA MULCH SECTION
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
CONCRETE AND No Scale 2-
1LD-84(0)121.13. 4. ALL SLOPES AND DISTURBED AREAS ARE TOBEFERTILIZED, SEEDED AND
POWDER COATED
8. ALL RCP STORM SEWER PIPE SHALL BEREINFORCED TONGUE AND GROVE CONCRETE MULCHED.
PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE S. THE MAXIMUM ALLOWABLE SLOPE |S2:1(HOR|Z]NTAL:VERT|CAL).WHERE
SELECTED BY
MINIMUM CLASS Ill 0RGREATER |NACCORDANCE WITH CURRENT VDDTSTANDARDS AND REASONABLY OBTAINABLE, LESSER SLOPES 8F310RBETTER ARE TOBE
SPECIFICATIONS. ACHIEVED.
7. |FPRE-CAST UNITS ARE TDBEUSED, THE MANUFACTURER SHALL SUBMIT DRAWING 0. PAVED, RIP -RAP ORSTABILIZATION MAT LINED DITCH MAY BEREQUIRED WHEN EXISTING PAVEMENT PROPOSED PAVEME - NT i__1
DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. |NTHE OPINION OFTHE COUNTY ENGINEER, ORDESIGNEE, |T|SDEEMED
8. ALL CONCRETE SHALL BEA3-AE(AIR ENTRAINED 3.00OpS|). UNLESS OTHERWISE NOTED. NECESSARY |NORDER TDSTABILIZE ADRAINAGE CHANNEL. LOCK PAVEMENT PATCH SAWCUT THROUGH o- MATCH EX. CROSS
0. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL _j EX. SURFACE Lu
0 SLOPE UNLESS OTHERWISE > 4n
APPROVED PLANS NEED TOBERESUBMITTED TOTHE ENGINEER PRIOR TOPROCEEDING FOR UNIFORM TRAFFIC CONTROL DEVICES. COURSE SPECIFIED ON PLANS
WITH THE WORK. ALETTER OFEXPLANATION SHALL ACCOMPANY THE REVISED PLANS 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BEREINFORCED Lu & REMOVE 0
AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY CONCRETE PIPE ' CLASS Ill.
PROPOSED
THE ENGINEER. 0. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH
SURFACE
10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (2QCFR PART iQ28).
7" DIAMETER COURSE
SHOWN ONPLANS |NAREAS OFCONSTRUCTION PRIOR TOSTARTING WORK. CONTACT
ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON "Oo GROUND INSERT
EXISTING
PLAN, IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY BLASTING NOTES
PAVEMENT
NOT SHOWN 0NTHIS PLAN, CALL MISS UTILITY 0FCENTRAL VIRGINIA AT1'80O-552-7001
1 BLAST|NGSHALLNOTBEPERK8|TTEOUNTH|SPR0JECT
THEOVVNERSHALLBERESPDNS|BLEF0RTHERELOCAT|0NOFANYUT|L|TYVV|TH|N .CONC. FOOTING Lu LU 2z
EXISTING AND/OR PROPOSED R|GHT-OF'N0AYREQUIRED BYTHE DEVELOPMENT.MILL EX.
11. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL --2" MINIMUM CONCRETE SURFACE COURSE <
BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) BELOW STEEL PIPE SAWCUT EX. BASE COURSE�
PER VD0TSTANDARDS AND SPECIFICATIONS.
EDGE OF PAVEMENT
12 THE �
� 0
ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF
SPECIFICATIONS.THE ROAD AND BRIDGE
13. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE IN WITH EXISTING PAVEMENT U)
COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION 02
(PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER x
�-
FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S)48HOURS PRIOR T0 16�
APPLICATION OFTHE SURFACE COURSE(S).
i4. AGEOTECHNICAL ENGINEER |STOASCERTAIN CAUSE AND CERTIFY RECOMMENDED REMOVABLE BOLLARD DETAIL PAVEMENT REPLACEMENT JOINT DETAIL 2�
��
METHOD OFREPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TOSTATE Q`
No Scale No Scale a)
ACCEPTANCE. (N/A) '2
�
15. ALLVEGETAT0NANDORGAN|CK4ATER|ALN1ATER|AL|8T0BEREK4OVEOFROK�THE �°
PROPOSED PAVEMENT LIMITS PRIOR TOCONDITIONING 0FTHE SUBGRADE.
(PLACED W
18. CERTIFICATION AND SOURCE OFMATERIALS ARE TOBESUBMITTED TDTHE OWNER FOR F
ALL MATERIALS AND BE|NACCORDANCE WITH e�
uj m
AND ROAD AND BRIDGE RDS
17. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW TYPE 21-B AGGREGATE COURSE �
STRUCTURES SHALL COK�PLYVV|THTHE 2O12UN|F0RK�3TATEVV|DEBU|LD|N{�CODE 2O12 ��
. 0
VIRGINIA CONSTRUCTION CODE, 2010ADA STANDARDS FOR ACCESSIBLE DESIGN AND rc-11 7C3
ICC/ANSI A117.1-03. �
COMPACTED SUBGRAIDE JOB No. w
DENOTES GRAVEL AREA ON PLANS 41776 m
�0
EET NO. 0
�DATE
0611212018
DRAWN BY
A. MABEE
DESIGNED BY
1. SHOWALTER
CHECKED BY
C. KOTARSK.T
SCALE
GENERALNOTES /� A�K8&�J! � �`/7UyJT��KJ/�|MJ����|0/� /���J���|
`�^_. "`-. = `^- . �^^ . ^-~' --_ --� - - '_-- COUNTY _ ENGINEERING .� -_--� - _ - ��� ��� � ���
1 ALL MATERIALS ANDCUNSTRUCT|0NSHALLBE|NACC0RDANCEVVITHCURRENTV|R8|NIA CONSTRUCTION NOTES FINISHED
DEPARTMENT OFTRANSPORTATION'S SPECIFICATIONS AND STANDARDS.GRADE
2. PRIOR T0ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND 1 PRIOR TOANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT UFWAY, WEED BARRIER/
VERIFY THE APPROVAL OFTHE PLANS BYALL FEDERAL, STATE AND LOCAL AGENCIES. INCLUDING CONNECTION TOANY EXISTING ROAD, APERMIT SHALL BE
POLYPROPYLENE FABRIC
3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OFALL POINTS 0FCONNECTION OR OBTAINED FROM THE VIRGINIA DEPARTMENT 0FTRANSPORTATION (VODT).THIS
(FASTEN TO THE GROUND)
PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO PLAN ASDRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OFTHE STEEL CAP
CONSTRUCTION. PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OFTHE ry
4. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR PERMIT SHALL GOVERN. SUBGRADE
OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM T0CURRENT
CONTACT THE OWNER. THESE AREAS SHALL BEEXCAVATED BELOW PLAN GRADE AS SPECIFICATIONS AND STANDARDS OFVDOT.
DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN 3. EROSION AND SILTATION CONTROL MEASURES SHALL BEPROVIDED |N
ACCORDANCE WITH CURRENT. ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE 6" DIA STEEL PIPE
FILLED WITH
G. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I ANDPLAY AREA MULCH SECTION
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
CONCRETE AND No Scale 2-
1LD-84(0)121.13. 4. ALL SLOPES AND DISTURBED AREAS ARE TOBEFERTILIZED, SEEDED AND
POWDER COATED
8. ALL RCP STORM SEWER PIPE SHALL BEREINFORCED TONGUE AND GROVE CONCRETE MULCHED.
PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE S. THE MAXIMUM ALLOWABLE SLOPE |S2:1(HOR|Z]NTAL:VERT|CAL).WHERE
SELECTED BY
MINIMUM CLASS Ill 0RGREATER |NACCORDANCE WITH CURRENT VDDTSTANDARDS AND REASONABLY OBTAINABLE, LESSER SLOPES 8F310RBETTER ARE TOBE
SPECIFICATIONS. ACHIEVED.
7. |FPRE-CAST UNITS ARE TDBEUSED, THE MANUFACTURER SHALL SUBMIT DRAWING 0. PAVED, RIP -RAP ORSTABILIZATION MAT LINED DITCH MAY BEREQUIRED WHEN EXISTING PAVEMENT PROPOSED PAVEME - NT i__1
DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. |NTHE OPINION OFTHE COUNTY ENGINEER, ORDESIGNEE, |T|SDEEMED
8. ALL CONCRETE SHALL BEA3-AE(AIR ENTRAINED 3.00OpS|). UNLESS OTHERWISE NOTED. NECESSARY |NORDER TDSTABILIZE ADRAINAGE CHANNEL. LOCK PAVEMENT PATCH SAWCUT THROUGH o- MATCH EX. CROSS
0. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL _j EX. SURFACE Lu
0 SLOPE UNLESS OTHERWISE > 4n
APPROVED PLANS NEED TOBERESUBMITTED TOTHE ENGINEER PRIOR TOPROCEEDING FOR UNIFORM TRAFFIC CONTROL DEVICES. COURSE SPECIFIED ON PLANS
WITH THE WORK. ALETTER OFEXPLANATION SHALL ACCOMPANY THE REVISED PLANS 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BEREINFORCED Lu & REMOVE 0
AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY CONCRETE PIPE ' CLASS Ill.
PROPOSED
THE ENGINEER. 0. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH
SURFACE
10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (2QCFR PART iQ28).
7" DIAMETER COURSE
SHOWN ONPLANS |NAREAS OFCONSTRUCTION PRIOR TOSTARTING WORK. CONTACT
ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON "Oo GROUND INSERT
EXISTING
PLAN, IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY BLASTING NOTES
PAVEMENT
NOT SHOWN 0NTHIS PLAN, CALL MISS UTILITY 0FCENTRAL VIRGINIA AT1'80O-552-7001
1 BLAST|NGSHALLNOTBEPERK8|TTEOUNTH|SPR0JECT
THEOVVNERSHALLBERESPDNS|BLEF0RTHERELOCAT|0NOFANYUT|L|TYVV|TH|N .CONC. FOOTING Lu LU 2z
EXISTING AND/OR PROPOSED R|GHT-OF'N0AYREQUIRED BYTHE DEVELOPMENT.MILL EX.
11. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL --2" MINIMUM CONCRETE SURFACE COURSE <
BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) BELOW STEEL PIPE SAWCUT EX. BASE COURSE�
PER VD0TSTANDARDS AND SPECIFICATIONS.
EDGE OF PAVEMENT
12 THE �
� 0
ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF
SPECIFICATIONS.THE ROAD AND BRIDGE
13. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE IN WITH EXISTING PAVEMENT U)
COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION 02
(PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER x
�-
FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S)48HOURS PRIOR T0 16�
APPLICATION OFTHE SURFACE COURSE(S).
i4. AGEOTECHNICAL ENGINEER |STOASCERTAIN CAUSE AND CERTIFY RECOMMENDED REMOVABLE BOLLARD DETAIL PAVEMENT REPLACEMENT JOINT DETAIL 2�
��
METHOD OFREPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TOSTATE Q`
No Scale No Scale a)
ACCEPTANCE. (N/A) '2
�
15. ALLVEGETAT0NANDORGAN|CK4ATER|ALN1ATER|AL|8T0BEREK4OVEOFROK�THE �°
PROPOSED PAVEMENT LIMITS PRIOR TOCONDITIONING 0FTHE SUBGRADE.
(PLACED W
18. CERTIFICATION AND SOURCE OFMATERIALS ARE TOBESUBMITTED TDTHE OWNER FOR F
ALL MATERIALS AND BE|NACCORDANCE WITH e�
uj m
AND ROAD AND BRIDGE RDS
17. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW TYPE 21-B AGGREGATE COURSE �
STRUCTURES SHALL COK�PLYVV|THTHE 2O12UN|F0RK�3TATEVV|DEBU|LD|N{�CODE 2O12 ��
. 0
VIRGINIA CONSTRUCTION CODE, 2010ADA STANDARDS FOR ACCESSIBLE DESIGN AND rc-11 7C3
ICC/ANSI A117.1-03. �
COMPACTED SUBGRAIDE JOB No. w
DENOTES GRAVEL AREA ON PLANS 41776 m
�0
EET NO. 0