HomeMy WebLinkAboutZMA199800027 Plan - Approved Zoning Map Amendment 1995-12-18,LT H
EaSTING FEATURES: PROPOSED FEATURES:
DROP INLET & STORM SEWER =______________-_= LIGHT DUTY PAVEMENT
STORM SEWER & MANHOLE _________________= DRAINAGE DIVIDES
SANITARY SEWER & MANHOLE — — —Q-- — — PROPOSED CONTOURS 100
CLEANOUT O DROP INLET & STORM SEWER
WATERLINE ---------- W---------- STORM SEWER & MANHOLE
WATER VALVE ® FENCE
WATER METER O SCALE/DITCH
CHECK VALVE
ftiPRAP G o 0
FIRE HYDRANT
WELL (POTABLE) STEEP SLOPE
GAS VALVE o HOSE BIB
GAS DRIP Lii LIMITS OF CLEARING & 'CONSTRUCTION
POWER/UTILITY POLE FLOW LINE
LIGHT POLE/STREET LAMP -O-
SIGN -_-
OVERHEAD POWER LINE —E— — —E— — SPOT ELEVATION ,f
OVERHEAD TELEPHONE LINE T— — —T— —
EDGE OF PAVEMENT
UNDERGROUND TELEPHONE — • • • . • —UGT......
UNDERGROUND POWER — • • • • • — UGP - • • • • • - ..... -
DEMOLMON & EROSION CONTROL
EDGE OF PAVEMENT
REMOVE TREE
SOIL BORING LOCATION B-1
TELEPHONE PEDESTAL. Q REMOVE ASPHALT/GRAVEL
GAS LINE — — G — — G —
TREELINE REMOVE CURB & GUTTER
GUARDRAIL
SETBACK/EASEMENT/BUILD TO LINE SILT FENCE
PROPERTY/ROW LINE — — DIVERSION DIKE
CONTOUR -----------------------
INDEX CONTOUR --------- 10--------
CONSTRUCTIOIN ENTRANCE
CURB AND GUTTER
FENCE LINE x x x x x x—
REDUCER TREE PROTECTION
SIGN ---
OUTLET PROTECTION �r
INLET PROTECTION �r
DUST CONTROL
CHARLOTTESV�
gam
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SCALE 1 "=2500'
SHEETTIT E SHEET NON
OVERALL INFORMATION
DEMOLITION & ER:# #; ..# f
SITE .... 1
D0.
PROFILES
TOTALOF
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-Varamrwr Aden
Blacksburg Richmond, Virginia
Engineering * Surveying * Environmental Services
SEPT'EMBER 15, 2000
IPR03 E O.: R99130.42L
PROJECT DATA:
1. THE OWNER/CLIENT OF THIS PROPERTY IS:
UNIVERSITY OF VIRGINIA FOUNDATION
465 CRESTWOOD DRIVE
P.O. BOX 400218
CHARLOTTESVILLE, VA 22903
TELEPHONE: (804) 982-4848
FACSIMILE: 804) 982-4852
2. THE DEVELOPER IS:
UNIVERSITY OF VIRGINIA FOUNDATION
465 CRESTWOOD DRIVE
CHARLOTTESVILLE, VA 22903
TELEPHONE: (804) 982-4848
FACSIMILE: (804) 982-4852
3. THESE PLANS HAVE BEEN PREPARED BY:
DRAPER ADEN ASSOCIATES
8090 VILLA PARK DRIVE
RICHMOND, VA 23228
TELEPHONE: (804) 264-2228
FACSIMILE: (804) 264-8773
4. SOURCE OF INFORMATION:
COUNTY RESEARCH AND/OR OWNER PROVIDED.
5. SOURCE OF SURVEY:
DRAPER ADEN ASSOCIATES (FIELD SURVEY)
JIM BELL (AERIAL TOPOGRAPHY)
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6. PARCEL E: i<
0.9 ACRE OF THE NORTH FORK OFFICE PARK
NORTH FORK IS COMPRISED OF:
TAX MAP: 32
PARCEU`: 6A
ZONING:; PD-1P, THIS PROPERTY LIES WITHIN AIRPORT IMPACT AREA (AIA)
PROFFERS. AS LISTED IN PROFFER STATEMENT BY
UNIVERSITY OF VIRGINIA REAL ESTATE FOUNDATION,
MARCH 21, 1996 (REF. ZMA-95-04, ZMA-98-27).
7. STANDARDS AND SPECIFICATIONS:
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.)
ROAu ANQ BRIDGE SPECIFICATIONS, 1993, 1994.
2. VIRGINt' DEPARTMENT OF CONSERVATION AND RECREATION,
DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION
ANQ 1,� DIMENT CONTROL HANDBOOK, 3RD EDITION, 1992.
3. ALBE:W01-E COUNTY SERVICE AUTHORITY, GENERAL WATER AND
SEWF-. CONSTRUCTION SPECIFICATIONS, JANUARY 15, 1998.
4. THE J'4%'ERSITY OF VIRGINIA FOUNDATION
NOR' ii FORK DESIGN CODE, MAY 28, 1998.
8. THIS IS AN .NTERNAL PARCEL' TO THE NORTH FORK OFFICE PARK,
PARCEL E
ADJACENT OWNER & PARCEL INFORMATION SHOWN ON DRAWING
C-2.
9. NORTH FORK RESEARCH PARK TOTAL BUIL.DOUT STATISTIC
TOTAL SUPPORT COMMERCIAL
PROVIDED
SS
SQ. FOOTAGE SQ. FOOTAGE
PARKING
PRA BUILDING 80,000 0
373 (8 HC, 8 LOADING)
TOWN CENTER #1 69,736 0
284 7 HC, 9 LOADING)
DISTRICT #2, BLDG. #1 70,000 0
3508 ADA, 6 LOADING)
DISTRICT #2, BLDG. #2 40,000 0
160 6 ADA, 4 LOADING
�8
DISTRICT #1, BLDG. #1 70,000 0
350 ADA, 6 LOADING
MICROAIRE 26,000 0
MOTION CONTROL 47,200 0
DISTRICT #1, BLDG. #2 70,000 0
339 (8 ADA, 4 LOADING)
TOTAL BUILDOUT REMAINING: 2,670,264 S.F.
(3,000,000 S.F.)
TOTAL `FIRST YEAR 'BUILDOUT REMAINING: 170,264 S.F.
(500,000 S.F.)
SQUARE FOOTAGE OF BUIL,DOUT ANNUALLY
1U
1996
1997 26,000 S.F.
47,200 S.F.
1998
1999 149,736 S.F.-�''
11
2000*1' 180,000 S.F.
*PROPOSED
NOTE: HAZARDOUS MATERIALS: NO HAZARDOUS MATERIALS, IINCLUDING MEDICAL WASTES,
SHALL BE -DISPOSED OF WITHIN THE PROJECT.
DEPARTMENT OF PLANNING. AND COMMUNITY DEVELOPMENT
DEPARTMENT OF ENGINEERING
DEPARTMENT OF ZONING
FIRE OFFICER
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF HEALTH
VIRGINIA DEPARTMENT OF TRANSPORTATION
BUILDING OFFICIAL
V VV. 1.\ •I. VVV..V
No. 803
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REVISIONS
OCTOBER 13, 2000
DESIGNED BY:
CMS _
DRAWN BY:
SEK
CHECKED BY:
CMS
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DAT, AS SHOWN
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'SEPTEMBER 15, 2000
PROJECT NUMBER:
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ARCHITECTS/ENGINEERS/PLANNERS/SURVEYORS
8401 ARlNGTON BLVD, FAIRFAX. V1RGINIA
7000 INFANTRY RIDGE ROAD, SUITE 105
MANAWAS, VIRGINIA 22110
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GLENN W. CUSTIS
No 803
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REVISIONS
OCTOBER 13, 2000
DESIGNED BY:
CMS
DRAWN BY:
SEK
CHECKED BY:
CMS
SCALE:
1"=500'
DATE:
SEPTEMBER 15, 2000
PROJECT NUMBER:
R99130.4.2
uo""h - 0 2
2 OF 7
P:IPROJECTS1199\FM1301R9913GAZDWGNR99130420i.dwg
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1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND
OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. PRIOR TO COMMENCEMENT OF ANY
CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT
FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER
ABBREVIATED VDOT).
2, ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS 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. MAXIMUM ALLOWABLE FILL OR
CUT SLOPE IS 2:1, WHERE POSSIBLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP, OR STABILIZTION MAT LINED DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE ALBEMARLE
COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNATE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A
DRAINAGE CHANNEL.
6. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY.
THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL
NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE COMMENCING OR
PROCEEDING WITH WORK.
7, DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED, UNLESS OTHERWISE APPROVED BY THE
ENGINEER.
8. THE PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY
CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR NON-EXISTENCE
OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY"
(1-800-552-7001).
9. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY AHEAD OF
CONSTRUCTION TO PERMIT REVISIONS TO THE PLANS IF NECESSARY. THE EXISTENCE AND/OR LOCATION OF UTILITIES
SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF
RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS OWN
EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION,
STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER.
10. RELOCATION OF ANY UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE SITE WORK. THE
DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION.
11. THE CONTRACTOR SHALL PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY
AND SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE
OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE.
12. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
LMILTY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER."
13. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST TO
THE OWNER.
14. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, OR ACTIVITY SHALL
BE REPAIRED, REGRADED, AND RESEEDED.
15. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED BY AND MADE AVAILABLE AT THE
CONSTRUCTION SITE BY THE CONTRACTOR.
16. BEFORE BURNING, BLASTING OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR -SHALL OBTAIN
ALL REQUIRED PERMITS.
17, THE CONTRACTOR SHALL PERFORM ALL WORK USING DIMENSIONS SHOWN. ON THESE PLANS. THE CONTRACTOR
SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL
RELATIONSHIPS ON THESE DRAWINGS.
18. CONTROLLED FILLS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY METFIOD 'A' PER
STANDARD PROCTOR AASHTO-T99, ASTM D-698, OR VTM-1, AS APPLICABLE. DENSITY SHALL BE CERTIFIED BY A
PROFESSIONAL ENGINEER. THE PREPARATION OF A GEOTECHNICAL REPORT, IF MORE STRINGENT, SHALL SUPERCEDE '
THE REQUIREMENTS STATED ABOVE.
19. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITIES IN THE AREA OF PROPOSED
EXCAVATING OR BLASTING AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) WORKING DAYS,
PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
20. THE ENGINEER SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION
MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR THE SAFETY PRECAU111ONS AND PROGRAMS IN
CONNECTION WITH THE WORK SHOWN ON THESE PLANS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE
CONTRACTOR'S SCHEDULE, FAILURE TO CARRY OUT THE WORK, IS NOT RESPONSIBLE FOR ACTS OR OMISSIONS
OF THE CONTRACTOR, SUBCONTRACTORS, THEIR AGENTS AND EMPLOYEES, OR ANY OTHER PERSON PERFORMING
PORTIONS OF THIS WORK.
21. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR, OR THEIR AGENTS OF ANY
LEGAL RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY
ALBEMARIF COUNTY.
1. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AREAS.
2. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT.
NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. ,
3. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUT FALL. PIPE
SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARD SB-1, NOTIFY ENGINEER IN ALL CASES.
4. ALL BASE, SUBBASE, AN) SUBGRADE MATERIAL SHALL BE COMPACTED AT OPTIMUM MOISTURE CONTENT WITHIN
A 2% TOLERANCE.
5. ALL FINISHED GRADING, SODDING, SEEDING, OR PAVINGSHAH BE DONE IN SUCH A WAY TO PREVENT WATER FROM
PONDING ON THE SITE, PARTICULARLY ADJACENT TO BUILDINGS AND STORM STRUCTURES.
1. THIS SITE IS NOT LOCAIED WITHIN A RESERVOIR WATERSHED, AND IS NOT WITHIN THE
100-YEAR FLOODPLAIN LIMITS.
2. A 100-YEAR FLOOD PUIN EXISTS WITHIN THE LIMITS OF THE PARCEL 'E' BOUNDARY,
BUT IS NOT WITHIN THE' LIMITS OF THIS PROJECT.
1, ES-1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND
STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS
AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT
CONTROL HANDBOOK AND VIRGINIA VR 625-02-00
EROSION AND SEDIMENT CONTROL REGULATIONS.
2. ES-2. THE DIVISION OF SOIL AND WATER CONSERVATION OF THE
DEPARTMENT OF CONSERVATION AND RECREATION MUST BE NOTIFIED
(804-371-0041) 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.
3. ES-3, ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO
BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING
OR LAND -DISTURBING AND SEQUENCE OF CONSTRUCTION APPROVED.
4. ES-4. A COPY OF THE APPROVED EROSION AND SEDIMENT
CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. ES-5. PRIOR TO LAND DISTURBING ACTIVITIES IN AREAS OTHER
THAN INDICATED ON THESE PLANS OR OFF -SITE FILL ACTIVITIES,
THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL
PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE DEPARTMENT
OF CONSERVATION AND RECREATION/DIVISION OF SOIL AND WATER
CONSERVATION.
6. ES-6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF
ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
EROSION AND SEDIMENTATION AS DETERMINED BY THE DIVISION OF
SOIL AND WATER CONSERVATION OF THE DEPARTMENT OF CONSERVATION
AND RECREATION.
7. ES-7. SITE GRADING IS TO DRAIN TO THE PERIMETER CONTROLS
AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING
CONSTRUCTION, UNTIL FINAL STABILIZATION IS ACHIEVED.
8. ES-8. DURING DEWATERING, THE EFFLUENT WILL BE FILTERED
OR PUMPED INTO SEDIMENT BASINS OR SILT TRAPS.
9. ES-9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES PERIODICALLY (AT LEAST DAILY) AND AFTER EACH RUNOFF -
PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP
TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES
SHALL BE MADE IMMEDIATELY. THE CONTRACTOR WILL MAINTAIN A
LOG OF INSPECTIONS, MAINTENANCE PERFORMED AND REPAIRS MADE
FOR INSPECTION BY THE OWNER AND THE DEPARTMENT OF CONSERVATION
AND RECREATION/DIVISION OF SOIL AND WATER CONSERVATION.
10. MS-1. [4(1)] PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE
APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE
IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL
STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED
AREAS THAT MAY 'NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT
(UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION
SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE
THAN ONE YEAR.
11. MS-2. �4(2)] DURING CONSTRUCTION OF THE PROJECT, SOIL
STOCKILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT
TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE
TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL
STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED
FROM THE PROJECT SITE.
12. MS-3. [4(3)] A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED
ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED,
PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED
UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE
DIVISION OF SOIL AND WATER CONSERVATION OF THE DEPARTMENT OF
CONSERVATION AND RECREATION, IS UNIFORM, MATURE ENOUGH TO
SURVIVE AND WILL INHIBIT EROSION.
13. MS-4. [4(4)] SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT
BARRIERS, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE
CONSTRUCTED AS .A FIRST STEP IN ANY LAND DISTURBING ACTIVITY, AND SHALL
BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
13. MS-5. [4(5)] STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN
' STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY
AFTER INSTALLATION.
14. MS-10. [4(10)] ALL STORM SEWER INLETS THAT ARE MADE OPERABLE
DURING CONSTRUCTION SHALL BE PROTECTED SO - THAT SEDIMENT -
LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST
BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.
15. MS-17. [4(17)] WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT
PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE
TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED
SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD
SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF
EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY
SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL
DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONNLY AFTER
SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL
APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO ILARGER
LAND -DISTURBING ACTIVITIES.
16. MS-18. [4(18)] ALL TEMPORARY EROSION CONTROL MEASURES SHALL
BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION, OR AFTER
THE TEMPORARY MEASURES ARE NO LONGER NEEDED UNLESS OTHERWISE
AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT
AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF
TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT
FURTHER EROSION AND SEDIMENTATION.
GLENN W. CUSTIS
No. 8z039
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DESIGNED BY:
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SCALE:
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DATE:
SEPTEMBER 15, 2000
PROJECT NUMBER:
R99130.42
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Dat(-;:
File:
DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
GRAf HIC SCALE CMS
0 5 30 60 120 SCALE:
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DATE:
SEPTEMBER 15,2000
IN% FEET I inch 30 ft PROJECT NUMBER:
R99130.42
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(IF USED)ENDWALL CURB INLET
70' MiN. PRIME AND SEAL W/
BROWN RIVER GRAVEL
TOE OF FILL
— — — — — — — — — GLENN W. CUSTIS
No. 8039
6 MIN. EXISTING
FACE OF CURB PAVEMENT ��s Io1YAL tI
CULVERT EXISTING GROUND SIDE ELEVATION 6" 21-A STONE
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VDOT #3, #357 J CLASS I RIPRAP SPECIFIC APPLICATION SECTION VIEW
OR #5 THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS
are EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO SHOULDER ROAD SECTION SHOULDER
OPTIONAL STONE COMBINATION prevent EXCESSIVE PONDING IN FRONT OF THE STRUCTURE.
2' 5' 8' 8' 5' 2'
E GRAVEL C T ENTRANCE
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CULVERT INLET PROTECTION NO SCALE , •�,1 /4,:11�4». 9'--..``•''~-- 1
NO SCALE INLETPROTECTION1
NO SCALE [�
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1. SET POSTS AND EXCAVATE A 4"x 4"
TRENCH UPSLOPE ALONG THE LINE OF U)
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T API CAL OI-� IL'NTA TI (�N �i� �
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AND EXTEND IT INTO THE TRENCH. SOIL. - LL .�
PIPE OUTLET TO CLASS I WHERE THERE I5 A BERM AT THE TOP OF THE SLOPE,
' I00( FLAT AREA WITH PLAN VIEW RIPRAP BRING THE MATERIAL OVER THE BERM AND ANCHOR ITui
WELL DEFINED CHANNEL BEHIND THE BERM. Lu
BOARD FENCE
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CORRECT METHODS OF TREE FENCING OCTOBER 13 2000
i Ohs ---- TO THE DIRECTION OF FLOW
i �•
AND ANCHOR SECURELY.
' ------ FILTER
FABRIC KEY IN 6"-9" RECOMMENDED—/
FOR ENTIRE PERIMETER /
EXTENSION OF FABRIC
INTO THE TRENCH. 4.. "`' ".�•t
SECTION A —A BRING MATERIAL DOWN TO A LEVEL AREA BEFORE --
TERMINATING THE INSTALLATION TURN THE END
NOTES: UNDER 4 AND STAPLE AT 12 INTERVALS.
FILTER FABRIC
(/ 1. Lfl IS THE LENGTH OF THE RIPRAP APRON.
DESIGNED BY:
1 ` 2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6 INCHES. DITCH00 CMS
FLOW DRAWN BY:
3. IN A WELL DEFINED CHANEL, EXTEND THE APRON UP THE CHANNEL BANKS SEK
IN DITCHES, APPLY PROTECTIVE COVERING
CORRECT TRUNK ARMORING TO AN ELEVATION OF 6 INCHES ABOVE THE MAXIMUM TAILWATER DEPTH OR \ `. :•. PARALLEL TO THE DIRECTION OF FLOW. CHECKED BY:
TO THE TOP OF THE BANK, WHICHEVER IS LESS. "' ` ` ' USE CHECK SLOTS AS REQUIRED. AVOID CMS
f ,\ JOINING MATERIAL IN THE CENTER OF SCALE:
4. A FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED BETWEEN �� THE DITCH IF AT ALL POSSIBLE.
TRIANGULAR BOARD FENCE THE RIPRAP AND THE SOIL FOUNDATION. � \ � ,�. AS SHOWN
DATE:
5. USE 4 TONS OF V.D.O.T. CLASS I RIP —RAP. 1, M A X SEPTEMBER 15, 2000
PROJECT NUMBER:
r}
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Na SCALE CULVERT OUTLET PROTECTIONCONSTRUCTION LT FENCE
(PER STD. &SPEC. 3.38 OF VIRGINIA EROSION & SOURCE: ADAPTED FROM LUDLOW PRODUCTS BROCHURE PLATE: 3.36-1 Cu
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SEDIMENT CONTROL HANDBOOK, 3RD ED.) NO SCALE NO SCALE
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CONSTRUCTION SPECIFICATIONS
1. WHENEVER FEASIBLE, THE DIKE SHOULD ' BE BUILT BEFORE CONSTRUCTION
BEGINS ON THE PROJECT.
2. THE DIKE SHOULD BE ADEQUATELY COMPACTED TO PREVENT FAILURE.
3. TEMPORARY OR PERMANENT SEEDING AND MULCH SHALL BE APPLIED TO THE DIKE
WITHIN 15 DAYS OF CONSTRUCTION.
4. THE DIKE SHOULD BE LOCATED TO MINIMIZE DAMAGE BY CONSTRUCTION
OPERATIONS AND TRAFFIC.
TEMPORARY IV DIKE
NO SCALE
m
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FLEXIBLE PAVEMENT OR RIGID
BASE WITH ASPHALT SURFACE
ASPHALT CURB
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ASPHALT CONCRETE
FOR TEMPORARY E T INSTALLATION
VIRGINIA DEPARTMENT OF TRANSPORTATION
201.06 - SPECIFICATION REFERENCE 502
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REVISIONS
OCTOBER 13, 2000
DESIGNED BY:
CMS
DRAWN BY:
SEK
CHECKED BY:
CMS
SCALE:
AS SHOWN
DATE:
SEPTEMBER
15, 2000
PROJECT
NUMBER:
R99130.42
C N -07
7 OF 7
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