HomeMy WebLinkAboutSDP201700003 Plan - Approved Initial Site Plan 2017-03-20I- \[I TIA L
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SITE DATA
OWNER: MOUNTAINWOOD PROPERTIES, LLC, 300 WEST FREEMASON STREET, NORFOLK, VA 23510
DEVELOPER: BROOKDALE PARTNERS, LP, 1821 AVON STREET, SUITE 200, CHARLOTTESVILLE, VIRGINIA 22902
PHONE 434-979-2900, CONTACT MR. WILLIAM PARK
TAX MAP / PARCEL NUMBER: 07600-00-00-046C1
PROPERTY ADDRESS: NOT ASSIGNED
PROPERTY SIZE: 5.758 ACRES
ZONING: R-15 RESIDENTIAL, WITH AIRPORT IMPACT & MANAGED STEEP SLOPES OVERLAY
MAGISTERIAL DISTRICT: SAMUEL MILLER
COMPREHENSIVE PLAN: AREA=NEIGHBORHOOD 5, PRIMARY USE URBAN DENSITY
DRINKING WATER WATERSHED: MOORES CREEK / SOUTH FORK RIVANINA RIVER RESERVOIR
PROPOSED USE: MULTI FAMILY RESIDENTIAL
TOTAL NUMBER OF UNITS / DENSITY: 84 MULTI FAMILY UNITS = 14•.59 UNITS PER ACRE, 54 1 BR UNITS, 72 2BR UNITS
DENSITY BONUS FACTORS: NONE
WAIVER/VARIANCE REQUESTS: NONE
SURVEY SOURCE: HAMRICK ENGINEERING, P.C., 540-248-7407
DATUM: NAVD 1988
BENCHMARK: CHISLED SQUARE IN CURB AT N3890170.613 & E11475999.85 ON `TAX PARCEL 76-1205G, ELEVATION 500.272
IMPERVIOUS COVER BREAKDOWN: LAND USE: SQ, FT. ACP;ES
BUILDINGS: 34,298 0.-F9
SIDEWALKS: 5,700 0.13
ASPHALT PARKING PAVING 57„064 1.31
TOTAL IMPERVIOUS AREA: 97„062 2.23
MAXIMUM PAVED PARKING AND VEHICULAR CIRCULATION AREA: 1.31 ACRES OR 57,064 S.F.
0
DISTIAICT
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PROJECT SPONSOR
BR O OKDALE PARTNERS LP
A T TN: MR. WILLIAM PARK
1821 AVON S TRUE T, SUITE 200
CHARLOTTESVILLE, VIRGINIA 22902
PHONE: 434-979-2900
CH— RLOTTESVILLE
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PLAN SHEET INDEX
SHEET NO.
DESCRIPTION
SHEET NO.
DESCRIPTION
1
TITLE SHEET
2
PROJECT NOTES AND DETAILS
3
BOUNDARY AND TOPOGRAPHIC SURVEY
4
SITE LAYOUT AND DIMENSION PLAN
5
SITE GRADING PLAN
6
WATER AND SANITARY SEWER PLAN
7
STORMWATER MANAGEMENT PLAN
8
LANDSCAPING PLAN
�p cr
SETBACKS: FRONT = MAXIMUM 25', MINIMUM 5', SIDE = 0', REAR = 20'AV/ A Jf
G woo tjm�i ;
MAXIMUM HEIGHT OF STRUCTURE: 35' TAX MAP—PARCEL �rq�N ►= p
Q �
,a 76-46C1 ��
by i�I,r )
NUMBER OF EMPLO�GEES_NOT APPLICABLE � a;t { i
"�Nd11til$
CO TN PROJECT LEGENDv,
,,RECREATIONAL AREA: PASSIVE DEDICATED OPEN SPACE = 1.57 ACRES OR 27% OF TOTAL SITE � NrRy 5 J � r�� � t>! �
a
(GR�.
`''—•--_ AND CLUB HOUSE AREA
RE ABBREVIATIONS
PARKING DATA: /GSYMBOLS
CC CENTER TO CENTER
BUILDING USE: MULTI FAMILY RESIDENTIAL —#'— PROPOSED WATER LINE
SPACES REQUIRED: 2.0 SPACES PER 2 BED ROOM UNIT �G`�` CG CURB &GUTTER PLAN APPROVAL
�� S PROPOSED SEWER UNE CENTERLINE
2.0 SPACES PER 3 BED ROOM UNIT � —r�► CMP CORRUWiED METAL PIPE
TOTAL NUMBER OF 2 BED ROOM UNITS = 60 EXISTING WATER LINE
CONC. CONCRETE
TOTAL NUMBER OF 3 BED ROOM UNITS = 24 G/, , , EXISTING SEWER LINE DIP DUCTILE IRON PIPE
TOTAL SPACES REQUIRED: (2.0 x 60) + (2.0 x 24) = 168 r I Q / ���� ���� 300 _�—_-- A DELT,v
EXISTING CONTOURS PLANNING ZONING
(i
�3 PROPOSED CONTOURS ESMT EASEMENT
I % ELEV. ELEVATION ENGINEER
SPACES PROVIDED: SPACES DELINEATED = 162 / --�-- EXISTING SANITARY MANHOLE EX. EXISTING
H.C. PER ADA =
168 PROPOSED SANITARY MANHOLE F.H. FIRE HYDRANT
ALL SPACES ARE 9'x18° UNLESS OTHERWISE NOTED MAP
% -z--1— EXISTING DRAINAGE STRUCTURE GR GROUND SHOT
BUILDING OFFICIAL
PROPOSED DRAINAGE STRUCTURE INV. INVERT
TRAFFIC GENERATION FIGURES:L LENGTH
SCALE: 1” = 1,000' — EXISTING STORM SEWER MH MANHOLE
ITE LAND USE CODE: 280
NEW DAILY TRIPS: 591 PROPOSED STORM SEWER N/F NOW OR FORMERLY ARCHITECTURAL REVIEW BOARD
AM PEAK: 43 FENCE LINE O.C. ON CEN7ER
PM PEAK: 58 R_ PROPERfY LINE
"E UTILITY POLE PVMT. PAVEMENT FIRE OFFICIAL
--Q GUY WIRE EP EDGE OF PAVEMENT
R RADIUS
OVERHEAD UTILITY LINE ACSA
RCP REINFORCED CONCRETE PIPE
----- ---- UNDERGROUND TELEPH%YE R.D. ROOF DRAIN
EXISTING POWER UNDERGROUND R/W RIGHT OF WAY
N SANITARY VDOT
TELEPHONE PEDESTAL WATER AIN
P.
M
ENGINEERINGI C „ EG EXISTING GAS TBM TEMPORARY BENCH MARK
F/C FACE OF CURB
Land Planning -Public Word s o Environmental
SL--� PROPOSED SEWER LATERAL T/C TOP OF CURB
n o t1�.�J l�—� PROPOSED WATER LATERAL T/P TOP OF PAVEMENT
.
Brasil 171Y o Hamrick, y Jr, F.E. � T/S TOP OF SIDEWALK g, N15 Q�
156 Laurel Hill EXISTING FIRE HYDRANT T�
1 T/G TOP OF GROUND
®u�C 612 �R�88� — T PROPOSED FIRE HYDRANT W/ WITH
C.O. SAN. SEW. CLEAN OUT
54®-248-740'7 —'_— EXISTING CURB & GUTTER IPF IRONI PIH FOUND o BRASIL 11. HAYRICK, Jr.
Verona, Vii 24482 bwheing@wrnzon.ne>t PROPOSED CURB & GUTTER IPS IRON Ph SET � LICENSE o.
••••,;;;W;W REVERSE CURB & GUTTER 31
�O
NOTE: NOT ALL LEGEND ITEMS MAY APPEAR IN THESE PIANS sCs_
PLOT DATE 01/06/17
JOB No. 02-0206 SHEET 01 OF C8
ALBEMARLE COUNTY GENERAL NOTES:
GENERAL CONSTRUCTION NOTES FOR SITE PLANS
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 SLOPED 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 TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES
AND VIRGINIA SUPPLEMENT.
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 1936).
GENERAL CONSTRUCTION NOTES FOR STREETS:
1. GENERAL CONSTRUCTION NOTES FOR STREETS (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES)
2. 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.
3. 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 VDOT. IF A SUB GRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT
DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
4. 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.
N
IAT END TREATMENTS WILL BE
LOCATION AND
APPROPRIATE
EXACT LENGTH L
LOCATIONS ARE APPROXIMATE.
5
GUARDRAIL L
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.
6. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO
VDOT CG -9 (A,B OR C).
7. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
STANDARD PE -1.
8. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE
TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
9. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL
PLAT FOR THE PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL
BE NULL AND VOID.
10. ALL SIGNS OR 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.
11. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN,
IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY
IN ORDER TO PROVIDE
SAFE AND CONVENIENT ACCESS,
12. THE SPEED LIMIT TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS
DETERMINED BY VDOT FOR PUBLIC ROADS.
13. VDOT STANDARD CD -1 OR CD -2 CROSS DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL
CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
14. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED
INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE
WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION
CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK
PRIOR TO THE FINAL INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO
MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND
VIRGINIA REGULATIONS VR 625-02-00 EROSION AND CONTROL SEDIMENT REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN
CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT
ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
(INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT
FOR REVIEW AND APPROVAL BY THE PLAN
A SUPPLEMENTARY EROSION CONTROL PLAN LAN TO THE OWNER
APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES
NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
7. ALL. r:'STURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND
DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUN-OFF
PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF
THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11. ALL WASTE MATERIAL SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS
ONU(, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE
SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF
ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE
HOURS OF 7:00 AM TO 9:00 PM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT,
OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS,
AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT
STORM WATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS
PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE,
AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF 50/50 MIX OF ANNUAL RYE GRASS AND
CEREAL_ WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO
TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE
SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL
GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF. INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL.
FE
- RTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF 10-20-10 NUTRIENT MIX. PERMANENT
SEEDING SHALL BE APPLIED AT 18OLBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND
0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/1000SF.
ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR
CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN
50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN
NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCES AND DIVERSION DIKES WHICH ARE COLLECTING
SEDIMENT TO HALF THEIR HEIGHT MUSH BE CLEANED AND REPAIRED IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL
SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION
CONTROL INSPECTOR.
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAIL
(WATER PROTECTION ORDINANCE SECTION 17-204G.)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE
THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B.)
RIVANNAH WATER AND SEWER AUTHORITY (RWSA) GENERAL WATER AND SANITARY SEWER NOTES
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL
WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN DECEMBER 2015,
EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES.
ON U PRECONSTRUCTION
MATERIALS CONSTRUCTION. A C
CONSTRUCTION ER LS AND METHODS OF TION.
2. RWSA SHALL APPROVE ALL
CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
NOTIFIED THREE BUSINESS DAYS
977 2970 XT. 205 SHALL BE
4. RWSA ENGINEER (VICTORIA FORT AT (434) E )
PRIOR TO THE START OF CONSTRUCTION.
5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE
CONDUCTED RWSA
PRESENCE WITHOUT COORDINATION WITH AND THE PRE E OF RWSA TED
STAFF. NO WORK SHALL BE ON C
FACULTIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA.
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING
SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEIM.
7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGNI
AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE.
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND
FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES
FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES
SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL
WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED)
OTHERWISE BY RWSA IN WRITING.
9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND
RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY
MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWER LINES, BYPASS PUMPING
AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED
PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES.
DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITIOIN
AT NO ADDITIONAL COST TO THE OWNER.
10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A
CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR
THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE
SPRING LINE OF THE EXISTING PIPE.
11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER
SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED
METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF
THE PUBLIC WATER SYSTEM.
12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES
INTO SERVICE.
- 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES
BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC.
14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
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 (3) FEET OF COVER MEASURED FROM THE TOP OF
THE 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.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION BRASS FITTINGS EFFECTIVE
JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
GENERAL UTILITY NOTES
1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE
UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO
CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION.
2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE APPROXIMATE
E
THE CONTRACTORS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT
LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS DISCOVERED, NOTIFY HAMRICK ENGINEERING, P.C. AT
- T OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL
540 248 7407. PRIOR TO BEGINNING INSTALLATION S
CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES.
3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL
APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS.
4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN
ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS.
5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND
SECTION 252 AND AS SPECIFIED IN THE DRAWINGS.
T BE 4000 PSI CONCRETE N ACCORDANCE WITH VDOT
6. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL I C
SPECIFICATION UNDER 217.
7. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE
HYDRANT.
8. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'.
9. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS
SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS.
10. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING
PIPING OR CLOSE TO OTHER FACILITIES.
11. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY
SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY CONSTRUCTION SPECIFICATIONS
12. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER
LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS.
COORDINATION NOTES
1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS; VDOT
LAND USE PERMIT, ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, AND ALBEMARLE COUNTY BUSINESS LICENSE.
CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING
APPLICATION FEES AND REQUIRED BONDING COSTS.
2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY
THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINE OR
STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED
PRIOR TO THE START OF ANY CONSTRUCTION.
4. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY
CODE.
5. VIRGINIA STORM WATER MANAGEMENT PROGRAM (VSMP) PHASE 1 LAND CLEARING GENERAL PERMIT HAS BEEN
OBTAINED BY THE PROPERTY OWNER.
MISCELLANEOUS NOTES
1. PORTIONS OF THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE AE OR THE 100 -YEAR AND 500 -YEAR
FLOOD PLAIN, AS DETERMINED BY THE UNITED STATE FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN
ON THE FLOOD INSURANCE RATE MAP (FIRM), NUMBER 51003CO229D WITH AN EFFECTIVE DATE OF
FEBRUARY 4, 2005.
2. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE
OF PIPE AND SERVICES TO HIS OWN SATISFACTION.
3. HORIZONTAL DATUM: NAD -83
VERTICAL DATUM: NAVD 88
4. EXISTING TOPOGRAPHY FOR THIS SITE IS BASED ON A FIELD SURVEY PERFORMED BY HAMRICK ENGINEERING, P.C.
DURING MARCH 2015.
COMPLY WITH T V OVERHEAD HIGH VOLTAGE LINE
5. CONTRACTOR SHALL BE INFORMED AND SHALL MPL HE VIRGINIA IR SAFETY
ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE
CONTRACTORS EXPENSE.
GENERAL NOTES
1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING
OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS.
2. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC.
ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING.
s. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, AND CABLE WHICH SERVE THIS FACILITY
SHALL BE LOCATED WITH A MINIMUM OF 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER.
4. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY
ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE
CONTRACTORS EXPENSE.
5. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND
ALBEMARLE COUNTY STANDARD AND SPECIFICATIONS.
6. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76,
UNLESS INDICATED OTHERWISE ON PLANS.
7. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER
APPLICABLE OSHA REQUIREMENTS.
8. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH
THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION
SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT.
9. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT.
10. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP
SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES
AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR
EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP,
REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO
ADDITIONAL COST TO THE OWNER.
11. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND
HYDROLOGICAL DATA, REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS
TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO
PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT OUTLET OF PIPING TO PREVENT
EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER
LEVELS IS COMPLETE.
12. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
13. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR
PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND
ROAD AND BRIDGE SPECIFICATIONS.
14. EROSION AND SEDIMENT 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.
15. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE
SLOPE IS 2:1 (HORIZONTAL:VERTICAL) WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO
BE ACHIEVED.
16. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF THE "MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES" AND THE VIRGINIA SUPPLEMENT.
17. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
18. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS
SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY
NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH
DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE
CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE.
19. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL
COMPLY WITH THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON
SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED
2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO
MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER.
SAW -CUT AND REMOVE 18' WIDTH OF
SURFACE ASPHALT F❑R FULL WIDTH ❑F
SPEED HUMP TO TIE INT❑ EXISTING PAVEMENT
TYPICAL BOTH SIDES
SLIGHTLY CONVEX CROSS SECTION
TAPER ENDS D❑WN T❑ EDGE ❑F
GUTTER IN LIKE MANNER
5• TOP OF
PAVEMENT
_\
[-----I- F
SPEED HUMP DETAIL
NTS
CONCRETE TO BE 3000
p.s.i. (MIN.)
rR-2" REVERSE PAN TO MATCH PAVEMENT
GRADE WHERE SHOWN ON PLANS AS
6"L NOTE:
",
1 .1 SEE PAVEMENT DETAIL THIS SHEET
• FOR PARKING LOT PAVING REQUIREMENTS
' . »i 7" EXTEND SPECIFIED STONE BASE 1.0' PAST
" • BACK OF CURB AND EXTEND GEOTEXTILE FABRIC
-1.
. •: -T-- UNDER BASE OF CURB & GUTTER
i I 6" 1 2'-D"
THIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF SUB-
SURFACE COURSES PROVIDED A
MINIMUM DEPTH OF 7 IS
MAINTAINED.
COMBINATION 6' CURB AND GUTTER (CG -6)
NOT TO SCALE
NOTE: PROVIDE 30LB FELT BOND
BREAKER WHERE ABUTTING BUILDING
OR OTHER FIXED STRUCTURES 4" THICK CONCRETE WALK
MIN SLOPE 1/4- PER 1.0'
SIDEWALK WIDTH IS T AWAY FROM BUILDING
6.0' ADJACENT TO PARKING a OR sTREEl, 4.0 OTI:17/CG-6 CURB &
GUTTER (SEE DETAIL
THIS SHEET) REVERSE
-- PAN TO MATCH PAVEMENT
' ° WHERE SHOWN ON_P��
. `.
. . •.
.. a .. .. �"E• _ ,
4" VDOT NO. 21-A.,, e. a .. " ..
AGGREGATE I 11 _ .. .. :.. A. . ,,
SUBGRADE COMPACTED
TO 95% STD DENSITY
�--- SEE PAVEMENT DETAIL THIS SHEET
FOR PARKING LOT PAVING REQUIREMENTS
EXTEND SPECIFIED GEOTEXTILE FABRIC AND
TYPICAL SIDEWALK DETAIL AGGREGATE BASE COURSE 1.0' BEYOND
BACK OF CURB (TVP)
Nor To SWE
NON -CONTROL JOINTS TO BE
TIED TOGETHER USING 5/8- 6"- CONTROL
PSI CONCRETE '
/ CONTROL JOINTS EVERY 10'
DOWELS 18" LONG SPACED
AT 12 -INCH CENTERS `\
. N0. 3 BARS 012" O.C.
-L io" � & • �° �' ��EACH WAY CENTERED IN
�'T-� SLAB
3" • .! , .
a
T0 o •0 0 0 0 0 0 0 0 0 0 6" AGGREGATE BASE
I „0-0„0„0„0„0„0„0„0�0�0 VDOT NO. 21-A
�--SUBGRADE COMPACTED TO
TYPICAL PAVEMENT DETAIL 95% STANDARD PROCTOR
DENSITY.
FOR CONCRETE DUMPSTER PAD
NOT TO SCALE
2" HOT ASPHALTIC
CONCRETE
NOTE: IN AREAS WITH THE HATCH SYMBOL¢a.;
:;7 wad:
SURFACE SM -9.5
AL
PROVIDE AN ADDITIONAL 2" OF
VDOT IM -19 INTERMEDIATE COURSE
ASPHALT IN ADDITION TO THE TYPICAL
PAVEMENT SECTION
6" CRUSHED AGGREGATE BASE TYPE 1, WDOT 21-A
1
t` -t
�
COMPACTED TO 95% STANDARD PROCTOR DENSITY.
PLACE FIRST 4" OVER GEOTEXTILE AND FINAL 2"
11
AFTER COMPLETION OF HEAVY BUILDING
CONSTRUCTION OR AS DIRECTED BY OWNI'ER.
,pfd , ,
� ` �xI rt:'r .
�� .�1�
S-' t ,I � I _ 1
AGGREGATE BASE TO EXTEND 1.0' PAST BACK
OF CURB.
PROVIDE GEOTEXTILE FABRIC) "--SUBGRADE COMPACTED TO
AS SPECIFIED ON SUBGRADE. 95% STANDARD PROCTOR
OVERLAP SEAMS 12". FABRIC SHALL DENSITY.
EXTEND 1.0' BEYOND BACK OF CURB
TYPICAL PAVEMENT DETAIL
FOR INTERIOR DRIVES AND PARKING
CG -6 CURB
& GUTTER
1.0 6.0'
2
089'
4" 3,500 PSI -'T=1 ". .3a..-.?
CONCRETE SIDEWALK - .I'!
EXTEND BASE COURSE
1.0' BEYOND BACK OF
CURB
SUBGRADE COMPACTED
TO 95°rn STANDARD DENSITY
NOT TO SCALE
EXISTING 40' R -O -W WIDTH AS NOTED
VAR)ABLPAVEMENT W DENING
2.0 + TO 7.0' V .
TO ACHIEVE 13.0 WIDTH ON
WEST SIDE OF BLUE RIDGE AVE.
WIDENING PER VDOT STD WP -2
SEE SHEET C6 FOR WP -2 DETAIL
VARIABLE EXISTING
FROM 15' EOP TO EOP
TO 26' FC TO FC
WEST SIDE I EAST SIDE
2.08% _ _ -- 2._089_
2" SM -9.5A ASPHALT
WEARING SURFACE
21-B BASE COURSE
COMPACTED TO 95�
STANDARD DENSITY
TYPICAL BLUE RIDGE AVENUE
STREET SECTION IMPROVEMENT
NOT TO SCALE
GENERAL VDOT NOTES
1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF
AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VOOT)
ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND
SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL
OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN
THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOST STRINGENT
SHALL GOVERN.
2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF
LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA
OCCUPATIONAL SAFETY & HEALTH (VOSH) RULES AND REGULATIONS.
3. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER
PERMANENT OR TEMPO
RARY, SHALL BE IN ACCORDANCE WITH THE CURRENT
EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC
CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH SECTION 105.14(C)
OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS.
4. THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY
AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES,
CONTROLLERS, ETC., OWNED BY VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES.
IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY
UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED
CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY
THE DEVELOPER FROM THIS RESPONSIBILITY.
DESIGN FEATURES R
5. TORE ELATING TO FIELD CONSTRUCTION, REGULATIONS, AND
CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY
FIELD REVISION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
6. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK WITHIN
VDOT RIGHT-OF-WAY.
7. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE -CONSTRUCTION
CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEER AND/OR
DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY
AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK.
8. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK
IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT
REQUIRES AND SHALL RECEIVE 48 HOURS ADVANCE NOTICE PRIOR TO ANY
REQUIRED OR REQUESTED INSPECTION.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS
TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY VIA A CONSTRUCTION
ENTRANCE THAT IS CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION
3.02 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT
SHALL BE MAINTAINED THROUGH CONSTRUCTION. THE DEVELOPER SHALL HAVE,
WITHIN THE LIMITS OF THE PROJECT, AN EMPLOYEE CERTIFIED BY THE VIRGINIA
DEPARTMENT OF CONSERVATION AND RECREATION (VDCR) IN EROSION AND
SEDIMENT CONTROL WHO SHALL INSPECT EROSION AND SILTATION CONTROL
DEVICES AND MEASURES ON A CONTINUOUS BASIS FOR PROPER INSTALLATION
AND OPERATION. DEFICIENCIES SHALL BE PROMPTLY RECTIFIED.
10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED
ON THE SITE DURING AND AT THE END OF CONSTRUCTION.
11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT
RIGHT-OF-WAY SHALL HAVE A MINIMUM FORTY TWO (42) INCHES COVER AND
WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES AT
CONFLICT POINTS.
12. ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS,
SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF
CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE
ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE
DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.
13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED
AND APPROVED BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT AND FILL.
WHERE CBR TESTING IS REQUIRED, A VDOT REPRESENTATIVE SHALL BE PRESENT
TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION. WHEN
SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE
SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A
PROJECT TO BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE PERFORMED IN
ACCORDANCE WITH ALL APPLICABLE VDOT STANDARDS AND PROCEDURES.
14. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM
SEWER TRENCHES SHALL BE COMPACTED IN SIX (6) INCH LIFTS TO 95% OF
THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A,
WITHIN
PLUS 0 MINUS S 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY
DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT, DENSITY TESTS
SHALL BE PERFORMED BY A QUALIFIED INDEPENDENT AGENCY IN ACCORDANCE
WITH VDOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF TEST
REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE.
15. VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED
ON THESE PLANS AND/OR AS SPECIFIED BY VDOT.
16. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED
STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS
THE RESPONSIBILITY OF THE DEVELOPER.
17. PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE
AND/OR PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER OR, AT
VDOT'S DISCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS FOLLOWING THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
18. THE DEVELOPER SHALL PROVIDE THE VDOT RESIDENCY OFFICE WITH A LIST OF ALL
MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL
INVOICES FOR MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT-OF-WAY
MUST BE PROVIDED TO THE LOCAL VDOT RESIDENCY OFFICE PRIOR TO
ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED.
19. AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY
MEANS OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE
DENSITY CONTROL STRIP IN ACCORDANCE WITH SECTION 304 OF THE VDOT ROAD
AND BRIDGE SPECIFICATIONS AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN
SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE
SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO
CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN
THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF
THE DENSITY CONTROL STRIP.
20. ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION
315 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE
DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315
AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS.
CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY,
UNLESS SPECIFIED OTHERWISE. A VDOT REPRESENTATIVE
SHALL BE NOTIFIED AND
GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND
TESTING OF THE CONTROL STRIP.
21. IN ACCORDANCE WITH SECTION 02.0
3 3 THE FOUNDATIONS F PIPE E CULVERT
, S
THIRTY-SIX (36) INCHES AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM
OF THE EXCAVATION TO DETERMINE THE TYPE AND CONDITION OF THE
FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION
EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO PLACING
PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE
STANDARD PB -1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION
IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION
STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.
22. THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF
EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOUNDATION ELEVATION TO
DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR
SHALL SUBMIT COPIES OF BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION
EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO CONSTRUCTING
BOX. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE
STANDARD PB -1. CONTRARY TO THE STANDARD, WHERE ROCK IS ENCOUNTERED AND
CAST -IN-PLACE BOX IS PROPOSED, THE THICKNESS OF BEDDING SHALL BE SIX (6)
INCHES. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION
IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION
STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.
23. APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF
THE APPROVAL LETTER.
24. VDOT STANDARD CG -12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON
THESE PLANS AND/OR AS SPECIFIED BY VDOT.
25. VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS
PROPOSED ON THESE PLANS IN ACCORDANCE WITH VDOT'S INSTALLATION CRITERIA.
FINAL APPROVAL OF THE GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER
GRADING {S MOSTLY COMPLETE.
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c° I S30' 454"W 190.820
31' 3�' W "— r — — _ CURVE RADIUS DELTA ANGLE ARC LENGTH TANGENT CHORD BEARING CHORD LENGTH
-- / ' Cl 525.00 13'00'25" 119.18' 59.85' S 32'05'51' W 118.93'
5 90' I — — E2 360.00' 20'43'21" 130.20' 65.82' S 35'57'19' W 129.49'
C3 400.00 26'04'32" 182.04' 92.63 S 5W21'15" W 180.47'
C4 260.00' 2709'54" 100.58 50.93' S 83'28'28' W 99.96'
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