HomeMy WebLinkAboutSUB202100115 Plan - Submittal (First) 2021-06-09Sheet List Table
Sheet
Number
Sheet Title
CO.00
COVER SHEET
C1.00
GENERAL NOTES AND DETAILS
C2.00
OVERALL LAYOUT - KEY PLAN
C3.00
EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
C4.00
EXISTING CONDITIONS
C4.01
EXISTING CONDITIONS
C4.02
EXISTING CONDITIONS
C5.00
DEMOLITION AND EROSION AND SEDIMENT CONTROL PLAN
- PHASE I
C5.01
DEMOLITION AND EROSION AND SEDIMENT CONTROL PLAN
- PHASE I
C5.02
DEMOLITION AND EROSION AND SEDIMENT CONTROL PLAN
- PHASE I
C6.00
LAYOUT PLAN
C6.01
LAYOUT PLAN
C6.02
LAYOUT PLAN
C7.00
GRADING AND EROSION AND SEDIMENT CONTROL PLAN -
PHASE II
C7.01
GRADING AND EROSION AND SEDIMENT CONTROL PLAN -
PHASE II
C7.02
GRADING AND EROSION AND SEDIMENT CONTROL PLAN -
PHASE II
C8.00
ALIGNMENT PROFILES
C8.01
ALIGNMENT PROFILES
C9.00
STORMSEWER PROFILES
C11.00
PRE AND POST LAND COVER MAPS
C11.01
PRE AND POST DRAINAGE AREAS
C11.02
STORMWATER COMPLIANCE
C11.03
STORMWATER CONVEYENCE CALCULATIONS
C13.00
VDOT DETAILS
SURVEY NOTES:
THIS TOPOGRAPHIC MAP WAS PREPARED FOR:
WORRELL LAND AND DEVELOPMENT COMPANY LLC
THIS SURVEY WAS PREPARED WITHOUT
THE BENEFIT OF A TITLE REPORT.
SOME EASEMENTS OTHER THAN THOSE SHOWN
HEREON MAY EXIST.
TMP 78-2OC6 IS ZONED:
PLANNED DEVELOPMENT MIXED COMMERCIAL
THIS PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X
(UNSHADED) (AREAS DETERMINED TO BE OUTSIDE THE
0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS
BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY.
MAP 51003CO289D DATED: FEBRUARY 4, 2005
THIS TOPOGRAPHIC SURVEY OF A PORTION OF TAX MAP 78
PARCELS 2006 AND 2005, LOCATED ON WORRELL DRIVE
ALBEMARLE COUNTY, VIRGINIA
WAS COMPLETED UNDER THE DIRECT AND
RESPONSIBLE CHARGE OF CHRISTOPHER B. KEAN
FROM AN ACTUAL GROUND SURVEY
MADE UNDER MY SUPERVISION; THAT THE IMAGERY
AND/OR ORIGINAL DATA WAS OBTAINED ON
OCTOBER 24, 2019; AND THAT THIS PLAT, MAP, OR
DIGITAL GEOSPATIAL DATA INCLUDING METADATA
MEETS MINIMUM ACCURACY STANDARDS UNLESS
OTHERWISE NOTED.
I HEREBY CERTIFY THAT THIS TOPOGRAPHIC SURVEY, TO THE
BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF, IS
CORRECT AND COMPLIES WITH THE MINIMUM PROCEDURES
AND STANDARDS ESTABLISHED BY THE VIRGINIA STATE
BOARD OF ARCHITECTS, PROFESSIONAL ENGINEERS, LAND
SURVEYORS, CERTIFIED LANDSCAPE ARCHITECTS AND
INTERIOR DESIGNERS. I ALSO CERTIFY THAT THE BOUNDARY
SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY.
NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES
IS SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE
LOCATED USING UTILITY COMPANY LOCATIONS, CITY/COUNTY
UTILITY MAPS, AND FIELD VERIFICATION.THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO BE
FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
MISS UTILITY TICKET FOR THIS PROJECT:
A928302357-OOA
A928302384-OOA
A928302410-OOA
LILAC i
SURVEYING
Innovation. Integrity. vision.
632 BERKMAR CIRCLE
CHARLOTTESVILLE, VIRGINIA 22901
OFFICE: 434-974-1417
FAX. 434-974-1776
www.lincolnsurveying.com
LEGEND
PROPOSED
®
OVERLAY EXISTING PAVEMENT
ASPHALT PAVEMENT
m
CULVERT OR STORM SEWER PIPE
22
DRAINAGE STRUCTURE NUMBER
°�►�
SANITARY SEWER LINE
WATER LINE
174-.l
PROPOSED FINISHED GRADE CONTOUR ELEVATION
E/P
DENOTES EDGE OF PAVEMENT
TIC
DENOTES TOP OF CURB
/-/C
DENOTES FACE OF CURB (MEASURED TO BACK OF ANY ROLL FACE CURB)
B/C
DENOTES BACK OF CURB
EXISTING
WORRELL DRIVE IMPROVEMENTS
WITH WATER SERVICE EXTENSION FOR 355 WORRELL DRIVE
ROAD PLAN
ALBEMARLE COUNTY, VIRGINIA
MAGISTERIAL DISTRICT RIVANNA
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VICINITY MAP Scale: 1" = 2000'
FILE DISCLAIMER:
IF THESE FILES ARE MODIFIED AFTER RECEIVED, THE RECEIVER AGREES TO INDEMNIFY, DEFEND
AND HOLD HARMLESS, OUR FIRM "RK&K", FROM AND AGAINST ANY AND ALL CLAIMS, SUITS, LOSSES,
DAMAGES OR COSTS FROM THE USE OF OUTDATED DESIGN FILES.
THE OFFICIAL DOCUMENTS OF RECORD ARE THE PAPER, MYLAR, OR VELLUM DOCUMENTS WHICH
BEAR THE COMPANY SEAL AND SIGNATURES. IF DIGITAL FILES HAVE BEEN PROVIDED TO THE CLIENT
AND/OR CONTRACTOR, THOSE FILES ARE FOR CONVENIENCE ONLY AND DO NOT SUPERCEDE THE
SIGNED PLAN SET.
BP = BRADFORD PEAR TREE
BPP = BLACK PLASTIC PIPE
BIR = BIRCH TREE
CO = CLEAN OUT
CED = CEDAR TREE
COMM = COMMUNICATION
CM = CREPE MYRTLE TREE
CMP = CORRUGATED METAL PIPE
DIP = DUCTILE IRON PIPE
FH = FIRE HYDRANT
GV = GAS VALVE
GNDL = GROUND LIGH
GINKGO = GINKGO TREE
GUM = GUM TREE
HH = HANDHOLD
HEM = HEMLOCK TREE
HOL = HOLLY TREE
ICV = IRRIGATION CONTROL VALVE
IS = IRON SET
IF = IRON FOUND
JM = JAPANESE MAPLE TREE
LP = LIGHT POLE
LOC = LOCUST TREE
MAP = MAPLE TREE
OHC = OVERHEAD COMMUNICATION
OHE = OVERHEAD ELECTRIC
PVC = POLYVINYL CHLORIDE
RCP = REINFORCED CONCRETE PIPE
SP = SIGNAL POLE
SYC = SYCAMORE TREE
S = SIGN
SSMH = SANITARY MANHOLE
SDMH = STORM DRAIN MANHOLE
TP = TELEPHONE PEDESTAL
TVP = TELEVISION PEDESTAL
TW = TOP OF WALL
TREE = UNKNOWN SPECIES
WLO = WILLOW TREE
WM = WATER METER
WV = WATER VALVE
12TREE25 = 12" TREE 25' CROWN SPREAD
+480.50 = SPOT ELEVATION
G = GAS LINE
E = ELECTRIC LINE
—S = SEWER LINE
D = STORM DRAINAGE LINE
�IVV� = OVERHEAD UTILITY
w = WATERLINE
C = COMMUNICATION LINE
= TELEPHONE LINE
;b — = FIBER OPTIC LINE
BEFORE YOU DIG CALL
"811"
PROTECT YOURSELF, GIVE THREE
WORKING DAYS NOTICE
OWNER
WORRELL LAND AND DEVELOPMENT COMPANY LC
POST OFFICE BOX 5386
CHARLOTTESVILLE, VIRGINIA 22905
ATTN: MR. ANDREW J. DRACOPOLI
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PHONE: 434-977-6803
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E—MAIL: worrell®cstone.net
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ENGINEER
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RK&K, LLP
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2100 E. CARY STREET, SUITE 309
RICHMOND, VIRGINIA 23223
ATTN: MALACHI MILLS, P.E.
PHONE: 804-782-1903
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FAX: 804-782-2142
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E—MAIL: MMills@rkk.com
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PARCEL ID# 07800-00-00-02OC6
ADDRESS 384 WORRELL DRIVE
CHARLOTTESVILLE, VIRGINIA 22911
ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL (PROPERTIES ARE SUBJECT TO
PROFFERS PER CASE ZMA-1996-0003, ZMA-2001-00015)
PROPERTY AREA: 25.243 AC
TOTAL LOD AREA: 2.07 AC
UTILITIES YES NO
COUNTY WATER ® ❑
COUNTY SEWER ® ❑ (ACSA)
SPECIAL FLOOD HAZARD AREA INFORMATION
SPECIAL FLOOD HAZARD AREA (FLOODPLAIN)
YES NO
ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA)
168 SPOTNAP ROAD
CHARLOTTESVILLE, VIRGINIA 22911
CONTACT: JEREMY M. LYNN
434-977-4511
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
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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 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.
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).
GENERAL CONSTRUCTION NOTES FOR STREETS (THIS LIST IS IN ADDITION TO THE
GENERAL CONSTRUCTION NOTES):
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 MADE 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.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT
EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. 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.
10.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.
11.THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC
ROADS.
12. 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.
13.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
SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND
SEDIMENT CONTROL 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 A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
REVIEW AND APPROVAL BY THE PLAN 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 DISTURBED 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.
B. 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 RUNOFF- PRODUCING RAINFALL EVENT.
ANY NECESSARY REPAIRS OR 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 MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, 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:OOAM TO 9:OOPM.
15.BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN 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 0 SLIDES,
SINKING, OR COLLAPSE.
16.THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER 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 A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST
OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF.
ALTERNATIVES ARE SUBJECT TO APPROVED 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. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND
CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/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/100SF. ALTERNATIVES
ARE SUBJECT TO APPROVED 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 REPAIR 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 FENCE AND DIVERSION
DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST 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.
GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS_
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL
MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES;
CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION
CONTROL INSPECTOR.
ACSA GENERAL WATER & SEWER CONDITIONS:
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA)
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA
OFFICALS 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 ARE CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE
GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADAPTED BY THE ACSA.
4. DATUM FOR THE ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES
ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE
VALVE DURING A FUTURE EXTENSION OF THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULLTION
REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS
THE SAFE DRINKING WATER ACT).
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
INITIAL BACKFILL
BEDDING
3 STONE
• STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
UNSTA
SOIL
L BACKFILL 4'IMI
R. B..
MIN MIN. #68 $TONE
9LL AS ';
BY ACSA /ST� ":" \
�STABLE�SOIL OR ROCK'
NOTE:
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
TD-2
PIPE SLOT
(2 PLACES)
COVER LIFT NOTCH
12 3/8"
WATER
CAST IRON LID
19" METER BOX
6" EXTENSION
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS,
TYPICAL METER BOXES
(5/8"-1" METERS)
NTS
FIG. W-7
TD-13
PLACE 5' GALVANIZED " WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
'ol
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
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TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE
of
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ADJUSTABLE TRAFFIC RATED
II VALVE BOX W/ LID
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GATE VALVE
k.-
WATERNE
2500M.J.
P.S.I.
CONCRETE
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THRUST BLOCK BLOCK
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NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W-5
TO-9
INISHED GRADE
-11�I I I
AIR RELEASE VALVE
BRASS OR BRONZE PIPE VRROOL E GATE
AL
IF AI
OR _
h.
p I - 11-,.
SOU CEMENT IS
K CRUSHED STONE
COPPER " SOFT
CORPORATION STOP
NOTES:
1) AREASC OR MANHOLE TRR BOX ASONE SEMBLY IN NON -TRAFFIC WATER AREAS, OR APPROVED EQUAL,
SHALL BE USED.
2) FOR WATl;RLINES SMALLER THgjd 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER
LINES 12 AND LARGER USE 2 A.R.V. AND FITTINGS.
3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT
THE MANHOLE CONE.
AIR RELEASE VALVE (ARV)
NTS
FIG. W-9
TD-20
2016 ROAD & BRIDGE STANDARDS
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 F CAST IN PLACE,
4OD0 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET OR LESS
(ALONG FACE OF CURB) WILL BE PAD FOR AS
RADIAL CURB. -
4' AASE3. 5° OF CURB DEPTH) OR MAY
INCREASEDDAS MCED AS MUCH
UCH AS
3" (21" DEPTH)IN ORDER THAT THE BOTTOM
OF CURB WILL COINCIDE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN.
NO ADJUSYMENT IN THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE N DEPTH. i
6• CG-2 IS TO BE USED ON ROADWAYS MEETING
THE REOUNEMENTS FOR CG-6 AS SHOWN IN
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, ,n
N THE SECTION ON GS URBAN STANDARDS.
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
4•
8"
R
BAN
BASE
SUBBASE
CG-2
REFERENCE I STANDARD 6" CURB
ROAD AND BRIDGE STANDARDS
105 REVISION DATE SHEET L OF 1
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
zm.o1
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
CG-R
NOTES:
I. THIS ITEM MAY BE PRECAST OR CAST N PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST N PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB L CURTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CUM)
SHALL BE PAID FOR AS RADIAL COMBINATION
CURB 6 GUTTER.
4. FOR USE WITH STIBLIZED OPEN -GRADED DRAINAGE
LAYER, THE BOTTOM OF THE CURB L GUTTER
SHAII BE CONSTRUCTED PARALLEL i0 THE SLOPE
OF SUBBASE COURSES AND TO THE DEPTH OF
THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF OG-6
IS BASED ON ROADWAY CLASSIFICATION AND
DESIGN SPEED AS SHOWN N APPENDIX A OF
R THE ROAD DESIGN MANUAL N THE SECTION
ON GS URBAN STANDARDS.
• D
,
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D
� D
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D
o D
e
A
BE CONCRETE
OF THE CONTRACTOR
SPECIF� `TE SHEET
REFERENCE COMBINATION 6" CURB AND GUTTER ROM PAID BRIDGE STANDARDS
105 REVISION DATE SHEET 1 OF 1
502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03
2016 ROAD & BRIDGE STANDARDS
1• COMPRESSION x 3/4' MALE PIPE COUPLING
OR APPROVED EQUAL
TEE
NOTE
NO SWEATED TITPNGS
DUAL SERVICE
1' TAPE 'K'
SOFT COPPER
SINGLE SERVICE
NOTE:
I) SADDLES SHALL BE USED ON PVC PIPE.
���((( 36' MIN.
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/ ps
701
U
01
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERMCES OR DUAL RESIDENTIAL
AND IRRIGATION SEANCES.
R
P COMPRESSION x 3/4' MALE PIPE COUPLING
OR APPROVED EQUAL
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERE AN IRRIGATION
METER IS NOT PROVIDED.
IRON LID
GRADE
--� -CORPORATION STOP yq'w�A -"mce As
�,i :4i•��,x' NECESSARY
K�
SAND OR DUST UNDER--S2:�Y`.!k,. 'S� q' DIpMEIER DgNN PIPE, 12'
BOX AND SEi1ER (2-INCH LONG STONE ROCKET, MT
MINIMUM THICKNESS) yy,!.j;aV+A•iA; 4r. :»o'-'>'ti e�.� SPED 203, N0. 57 AGGREGATE
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NTS
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SURVEY NOTES: m
I TOPOGRAPHIC MAP WA PREPARED FOR: I / o°/ i S S O I / / / / O/ �m
VORRELL LAND AND DEVELOPMENT COMPANY LC _
/
THIS SURVEY WAS PREPARED WITHOUT I I / / / s / s m
/THE BENEFIT OF A TITLE REPORT. -I
SOME EASEMENTS OTHER THAN THOSE SHOWN 0
HEREON MAY EXIST.
TMP 78-2006 IS ZONED: I J O
PLANNED DEVELOPMENT MIXED COMMERCIAL
THIS PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X 1 �
/ /
(UNSHADED) (AREAS DETERMINED TO BE OUTSIDE THE ' 1
0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS
BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY.
MAP 51003CO289D DATED: FEBRUARY 4, 2005 00
o I /
THIS TOPOGRAPHIC SURVEY OF A PORTION OF TAX MAP 78 / +Oy /
PARCELS 2006 AND 2005, LOCATED ON WORRELL DRIVE Af
�O N N
ALBEMARLE COUNTY, VIRGINIA COD °'
WAS COMPLETED UNDER THE DIRECT AND p
RESPONSIBLE CHARGE OF CHRISTOPHER B. KEAN / " FROM AN ACTUAL GROUND SURVEY o / ^ r,,
MADE UNDER MY SUPERVISION; THAT THE IMAGERY '54?
AND/OR ORIGINAL DATA WAS OBTAINED ON I /
OCTOBER 24, 2019; AND THAT THIS PLAT, MAP, OR
DIGITAL GEOSPATIAL DATA INCLUDING METADATA
MEETS MINIMUM ACCURACY STANDARDS UNLESS V
OTHERWISE NOTED. LEGEND'
I HEREBY CERTIFY THAT THIS TOPOGRAPHIC SURVEY, TO THE
BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF, IS
CORRECT AND COMPLIES WITH THE MINIMUM PROCEDURES
AND STANDARDS ESTABLISHED BY THE VIRGINIA STATE
BOARD OF ARCHITECTS, PROFESSIONAL ENGINEERS, LAND
SURVEYORS, CERTIFIED LANDSCAPE ARCHITECTS AND
INTERIOR DESIGNERS. I ALSO CERTIFY THAT THE BOUNDARY
SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY.
NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES
IS SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE
LOCATED USING UTILITY COMPANY LOCATIONS, CITY/COUNTY
UTILITY MAPS AND FIELD VERIFICATION. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO BE
FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
MISS UTILITY TICKET FOR THIS PROJECT:
A928302357-OOA
A928302384-OOA
A928302410-OOA
BP = BRADFORD PEAR TREE
BPP = BLACK PLASTIC PIPE
BIR = BIRCH TREE
CO = CLEAN OUT
CED = CEDAR TREE
COMM = COMMUNICATION
CM = CREPE MYRTLE TREE
CMP = CORRUGATED METAL PIPE
DIP = DUCTILE IRON PIPE
FH = FIRE HYDRANT
GV = GAS VALVE
GNDL = GROUND LIGH
GINKGO = GINKGO TREE
GUM = GUM TREE
HH = HANDHOLD
HEM = HEMLOCK TREE
HOL = HOLLY TREE
ICV = IRRIGATION CONTROL VALVE
IS = IRON SET
IF = IRON FOUND
JM = JAPANESE MAPLE TREE
LP = LIGHT POLE
LOC = LOCUST TREE
MAP = MAPLE TREE
OHC = OVERHEAD COMMUNICATION
OHE = OVERHEAD ELECTRIC
PVC = POLYVINYL CHLORIDE
RCP = REINFORCED CONCRETE PIPE
SP = SIGNAL POLE
SYC = SYCAMORE TREE
S = SIGN
SSMH = SANITARY MANHOLE
SDMH = STORM DRAIN MANHOLE
TP = TELEPHONE PEDESTAL
TVP = TELEVISION PEDESTAL
TW = TOP OF WALL
TREE = UNKNOWN SPECIES
WLO = WILLOW TREE
WM = WATER METER
WV = WATER VALVE
12TREE25 = 12" TREE 25' CROWN SPREAD
+480.50 = SPOT ELEVATION
G = GAS LINE
E = ELECTRIC LINE
= SEWER LINE
D = STORM DRAINAGE LINE
ENV - = OVERHEAD UTILITY
w = WATERLINE
a = COMMUNICATION LINE
TELEPHONE LINE
T. - = FIBER OPTIC LINE
SURVEY DATE: OCTOBER 31,2019
NAVD '88 VERTICAL DATUM
SURVEY CONTROL
NAME
NORTH
EAST
ELEVATION
T-IB318001
3896684.28600
11499899.30400
529.59
T-18318335
3897031.47800
11500126.57700
483.06
T-18318336
3896788.28800
11500218.44700
485.83
T-18318365
3896996.42800
11500314.37000
470.05
T-18318366
3896907.82000
11500207.34300
486.34
T-18318534
3897257.21900
11500299.08400
495.66
T-18337063
3897142.01300
11500418.98300
494.51
T-18337064
3897378.74900
115OO446.iBBOO
505.92
T-18337291
3897308.91500
11500478.27700
502.11
T-18348011
3896853.75300
11499727.73700
530.14
T-19282227
3896931.20600
11499825.13400
519.22
T-19282286
3896829.92600
115000BB.i55OO
502.16
T-19282692
3896950.01B00
11499620.27700
533.47
T-19284075
3897427.78100
11499790.60700
529.60
T-19284076
3897122.67000
11499688.36700
535.14
T-19284281
3897032.70600
11499584.52700
538.64
T-19285218
3897171.28200
11500209.76200
478.13
T-19287285
3897578.77400
11499497.20700
527.27
T-19287405
3897323.76600
11499574.92900
536.53
20
LINC LN
SURVEYING
Innovation. Intearitv. Vision.
632 BERKMAR CIRCLE
CHARLOTTESVILLE, VIRGINIA 22901
OFFICE: 434-974-1417
FAX: 434-974-1776
www.lincoinsurveying.com
0 20
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SURVEY CONTROL
PLAN SHEET KEY BP = BRADFORD PEAR TREE PVC = POLYVINYL CHLORIDE
BPP - BLACK PLASTIC PIPE NAME NORTH EAST ELEVATION
RCP =REINFORCED CONCRETE PIPE
BIR = BIRCH TREE SP = SIGNAL POLE
CO = CLEAN OUT SYC = SYCAMORE TREE T-18318001 3896684.28600 11499899.30400 529.59
20 0 20 40
MAP = MAPLE TREE E TELEPHONE LINE T-19287285 3897578.77400 11499497.20700 527.27
„ _ OHC = OVERHEAD COMMUNICATION FIBER OPTIC LINE T-19287405 3897323.76600 11499574.92900 536.53 HORIZONTAL SCALE
Scale: 1 - 500I OHE = OVERHEAD ELECTRIC
CED
OC OC S
= CEDAR TREE
S = SIGN
T-18318335
3897031.47800
11500126.57700
483.06
COMM
= COMMUNICATION
SSMH
= SANITARY MANHOLE
T-18318336
3896788.28800
11500218.44700
485.83
CM
= CREPE MYRTLE TREE
=CORRUGATED METAL PIPE
SDMH
TP=TELEPHONE
= STORM DRAIN MANHOLE
PEDESTAL
T-18318365
3896998.42800
11500314.37000
470.05
DIP
DIP
=DUCTILE IRON PIPE
TVP =
TELEVISION PEDESTAL
T-18318366
3896907.82000
11500207.34300
486.34
FH =
FIRE HYDRANT
TW =
TOP OF WALL
T-18318534
3897257.21900
11500299.08400
495.66
GV =
GAS VALVE
TREE
= UNKNOWN SPECIES
T-18337063
3897142.01300
11500418.98300
494.51
GNDL= GROUND LIGH
WLO
= WILLOW TREE
T-18337064
3897378.74900
11500446.18800
505.92
GINKGO
= GINKGO TREE
WM =
WATER METER
T-18337291
3897308.91500
11500478.27700
502.11
GUM
= GUM TREE
WV =
WATER VALVE
T-18348011
3896853.75300
11499727.73700
530.14
HH =
HANDHOLD
12TREE25=12"
TREE 25' CROWN SPREAD
T-19282227
3896931.20600
11499825.13400
519.22
HEM
= HEMLOCK TREE
+480.50 = SPOT ELEVATION
T-19282286
3896829.92600
11500088.15500
502.16
ICV
ICV
HOLLY TREE
=
= IRRIGATION CONTROL VALVE
=GAS LINE
T-19282692
3896950.01800
11499620.27700
533.47
IS =
IRON SET
�= ELECTRIC LINE
T-19284075
3897427.78100
11499790.60700
529.60
IF =
IRON FOUND
�= SEWER LINE_
D = STORM DRAINAGE LINE
T-19284076
3897122.67000
11499688.36700
535.14
JM =JAPANESE
MAPLE TREE
=OVERHEAD UTILITY
T-19284281
3897032.70600
11499584.52700
538.64
LP =
LIGHT POLE
w = WATERLINE
T-19285218
3897171.28200
11500209.76200
478.13
- COMMUNICATION LINE
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PLAN SHEET KEY BP = BRADFORD PEAR TREE PVC = POLYVINYL CHLORIDE e .Sp .:.. g -a.'."" '
BPP = BLACK PLASTIC PIPE RCP = REINFORCED CONCRETE PIPE NAME NORTH EAST ELEVATION I D...
O a I I ._.y _..._., _.._
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CED =CEDAR TREE S =SIGN �°`�a°"1, A
T-18318335 3897031.47800 11500126.57700 483.06 I
COMM = COMMUNICATION SSMH = SANITARY MANHOLE T-18318336 3896788.28800 11500218.44700 485.83 ,. /
CM = CREPE MYRTLE TREE SDMH = STORM DRAIN MANHOLE T-18318365 3896998.42800 11500314.37000 470.05
i^ CMP = CORRUGATED METAL PIPE TP = TELEPHONE PEDESTAL INSET'
A'
= DUCTILE IRON PIPE TVP = TELEVISION PEDESTAL T-18318366 3896907.82000 11500207.34300 486.34 INSET A tiyo
FH = FIRE HYDRANT TW = TOP OF WALL T-18318534 3897257.21900 11500299.08400 495.66 SCALE = VAO'
GV = GAS VALVE TREE= UNKNOWN SPECIES T-18337063 3897142.01300 11500418.98300 494.51 1'�
GNDL = GROUND LIGH WLO = WILLOW TREE �' n'� n' T-18337064 3897378.74900 11500446. 18800 505.92
a. GINKGO = GINKGO TREE WM = WATER METER , �I , �I T-18337291 3897308.91500 11500478.27700 502. 11
C
GUM = GUM TREE WV = WATER VALVE T-18348011 3896853.75300 11499727.73700 530.14
HH = HANDHOLD 12TREE25 = 12" TREE 25' CROWN SPREAD SURVEYING T-19282227 3896931.20600 11499825. 13400 519. 22
i HEM = HEMLOCK TREE +480.50 = SPOT ELEVATION T-19282286 3896829.92600 11500088.15500 502.16
1' ICV = IRRIGATION CONTROL VALVE =HOLLY TREE �,GAS LINE T-19282692 3896950.01800 11499620.27700 533.47
.
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- r IS = IRON SET f = ELECTRIC LINE Innovation. Integrity. Vision. T-19284075 3897427.78100 11499790.60700 529.60
IF = IRON FOUND D = STORM DRAINAGE LINE 632 BERKMAR CIRCLE T-19284076 3897122.67000 11499688.36700 535. 14
JM =JAPANESE MAPLE TREE =OVERHEAD UTILITY T-19284281 3897032.70600 11499584.52700 538.64
CHARLOFFICE. 434 74-1417 22901
a LP =LIGHT POLE �= WATERLINE T-19285218 3897171.28200 11500209.76200 478.13
LOC = LOCUST TREE C = COMMUNICATION LINE OFFICE: 434-974-1417 T-19287285 3897578.77400 11499497.20700 527.27 40 0 40
MAP = MAPLE TREE T. = TELEPHONE LINE FAX: 434-974-1776 T-19287405 3897323.76600 11499574.92900 536.53 I 7
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TMP 78-311
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90,osi2 S, D,B. 4077 p. 734 AL
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COMPACTED SUBGRADEJ
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44
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1.5" SM-9.5A ASPHALT
3.0" IM-19.OA ASPHALT
8" 21 -B STONE
1.5" SM-9.5A ASPHALT
2.0" IM-19.OA ASPHALT
6" 21-B STONE
PC: 1 +70.76J
CONNECT TO EXISTING
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ALL TIMES
/PT: 11 +15.56
/ PC: 21+31.54 y
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PT: 21 +01.31
3110*
PC: 10+54.
STOP BAR AND
STOP SIGN (TYP) �, x
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20+00
at.te'
L=17.24'
6' ASPHALT
PAVED SIDEWALK
MAINTAIN ACCESS TO
ASPHALT PATHS AT
ALL TIMES (TYP)
Note: Sign material must be encapsulated lens,
Installed on the right side of the road.
I
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PROTECT EXISTING TREES
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ALL TIMES (TYP)
MILL AND OVERLAY 7'
FROM CENTERLINE ALONG
EXISTING ASPHALT
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SIGN IS 30" X 30"
Jr
STANDARD 4" X 4" PRESSURE TREATED Pi
IF 6" X 6" IS USED, IT MUST BE BREAK-AW
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4+08.67
-PC: 4+32.24 I
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PAVED SIDEWALK
WORRELL LAND AND DEVELOPMENT COMPANY LC
TMP 78_2006
z5,2 ACRES
-PARCEL B
3.9f ACRE<,
PCC: 7+57
PRC: 7+12.,
MILL AND OVERLAY 7' FROM
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PCC: 6+51
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AND REPAIR GRAVEL
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ALONG WORRELL DRIVE
-PT: 10+11.84
EP: 10+48.34
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AND WORRELL DRIVE
AT ALL TIMES
FUTURE
ENTRANCE
(BY OTHERS)
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PLAN SHEET KEY
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Scale: 1 " = 500'
W
\71
PARCEL B
3.9t ACREr,
wCRRELL LAND AND DEVELOPMENT 7-20COMP
ANY
C6LC
cs
25243 ES
INSET 'A'
SCALE = 1":40'
20 0 go 40
HORIZONTAL SALE
all
ti
0 40
HORIZONTAL SCALE
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PLAN SHEET KEY
Scale: 1" = 500'
40
STORM SEWER STRUCTURE TABLE
STRUCTURE
DETAILS
PIPES IN
PIPES OUT
1-1
RIM = 517.44
18"
INV OUT=513.59 (NW)
0I-3B, L=8'
H = 3.85
1-2
RIM = 517.38
18"
INV IN=513.46 (SE)
18"
INV OUT=513.36 (W)
DI-311, L=8'
H = 4.02
2-1
RIM = 526.59
12"
INV IN=524.92 (NE)
ES-1 (15")
1 H = 1.67
2-2
RIM = 528.15
12"
INV OUT=525.12 (SW)
DI-1
H = 3.03
3-1
ES-1 (18")
RIM = 521.26
H = 2.21
18"
INV IN=519.05 (SW)
3-2
DI-3C, L=6'
RIM = 524.04
H = 4.92
18"
INV IN=519.22 (SW)
18"
INV OUT=519.12 (NE)
3-3
DI-3C,
RIM = 524.05
18"
INV OUT=519.36 (NE)
L=10'
H = 4.69
4-1
RIM = 498.93
15"
INV IN=496.45 (NW)
ES-1 (15")
H = 2.48
4-2
DI-311, L=6'
RIM = 503.66
H = 6.55
15"
INV IN=499.26 (NW)
15"
INV OUT=497.11 (SE)
4-3
RIM = 504.20
15"
INV OUT=499.95 (SE)
DI-3B, L=6'
H = 4.25
5-1
ES-1 (15")
RIM = 483.44
H = 1.44
15°
INV IN=482.00 (SW)
5-2
RIM = 489.48
15"
INV OUT=482.98 (NE)
DI-3B, L=8'
H = 6.50
6-1
ES-1 (15")
RIM = 476.21
H = 2.21
18" INV IN=474.00 (SE)
6-2
DI-3C,
RIM = 478.23
15°
INV IN=474.18 (SE)
18"
INV OUT=474.08 (NW)
L=14'
H = 4.15
6-3
RIM = 478.33
15"
INV OUT=474.47 (NW)
DI-3C, L=6'
H = 3.87
PIPE TABLE
FROM
STRUCTURE
TO
STRUCTURE
SIZE
LENGTH
SLOPE
MATERIAL
1-1
1-2
18"
27.82'
0.5%
RCP CLIII
2-2
2-1
12"
40.07'
0.5%
RCP CLIII
3-1
3-2
18"
14.57'
0.5%
RCP CLIII
3-2
3-3
18"
28.00'
0.5%
RCP CLIII
4-1
4-2
15"
43.87'
1.5%
RCP CLIII
4-3
4-2
15"
33.52'
2.1%
RCP CLIII
5-1
5-2
15"
48.91'
2.0%
RCP CLIII
6-2
6-1
18"
12.80'
0.6%
RCP CLIII
6-3
6-2
15"
32.71'
0.90
RCP CLIII
EX -DI
1-2
18"
38.12'
2.2%
RCP CUR
2'
0. s'�i
TO BE INSTALLED IN TS `�1. y 2.0'
ACCORDANCE WITH 1,y 2%
THE VA. EROSION ANDq41 MAX.
SEDIMENT CONTROL
HANDBOOK (TYP.) TO 1=1I I
TO BE INSTALLED IN TS 3i•
ACCORDANCE WITHVV
THE VA. EROSION AND p$
SEDIMENT (TYP.)
HANDBOOKK TYP.P.��/���\�\
TIE TO
EXISTING)
GROUND
12' LANE
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IIIIEXif ISTING
--III-I-III =1 III -III -I
VDOT STD CG-6 i N VDOT STD CG-6
VDOT STD UD-4 o m VDOT STD UD-4
TYIPICAL CROSS SECTION ALONG WORRELL DRIVE
NOT TO SCALE
424.0' 4'
0. s'�
y 10' LANE 10' LANE .5'
2 0' 410,
�pl TS TO BE INSTALLED IN
2.0' ,y�. ACCORDANCE WITH
2% MAX 2% MAX. S THE VA. EROSION AND
2.0 1 - - - 2 0% % SEDIMENT CONTROL
HANDBOOK (TYP.)
III III III III III-
VDOT STD VDOT STD CG- �II
F J
-VDOT STD CG-6 z N 6
D UD-4 o m VDOT STD UD-4
TYIPICAL CROSS SECTION ALONG PRIVATE DRIVEWAYS
(REFER TO SHEETS C6.00 TO C6.02 FOR DIMENSIONS ALONG DRIVEWAYS AND CG-6 LOCATIONS)
NOT TO SCALE
TIE TO
EXISTING
GROUND
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or `\ � �/ \ 'DRAIN PIPE (UD-4, TYP) \
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FABRIC BASE LAYER \ \
PLAN SHEET KEY
Scale: 1" = 500'
20 0 20 40
HORIZONTAL SCALE
STORM SEWER STRUCTURE TABLE
STRUCTURE
DETAILS
PIPES IN
PIPES OUT
1-1
RIM = 517.44
18"
INV OUT=513.59 (NW)
DI-3B, L=8'
H = 3.85
1-2
RIM = 517.38
18"
INV IN=513.46 (SE)
18"
INV OUT=513.36 (W)
DI-3B, L=8'
H = 4.02
2-1
ES-1 (15")
RIM = 526.59
H = 1.67
12"
INV IN=524.92 (NE)
2-2
RIM = 528.15
12"
INV OUT=525.12 (SW)
DI-1
H = 3.03
3-1
ES-1 (18")
RIM = 521.26
=
H 2.21
18"
INV IN=519.05 (SW)
3-2
RIM = 524.04
18"
INV IN=519.22 (SW)
18"
INV OUT=519.12 (NE)
DI-3C, L=6'
H = 4.92
3-3
DI-3C,
RIM = 524.05
18"
INV OUT=519.36 (NE)
L=10'
H = 4.69
4-1
ES-1 (15")
RIM = 498.93
H = 2.48
15"
INV IN=496.45 (NW)
4-2
DI-3B, L=6'
RIM = 503.66
H = 6.55
15"
INV IN=499.26 (NW)
15"
INV OUT=497.11 (SE)
4-3
RIM = 504.20
15"
INV OUT=499.95 (SE)
DI-3B, L=6'
H = 4.25
5-1
ES-1 (15")
RIM = 483.44
H = 1.44
15"
INV IN=482.00 (SW)
5-2
RIM = 489.48
15"
INV OUT=482.98 (NE)
DI-3B, L=8'
H = 6.50
6-1
ES-1 (15")
RIM = 476.21
H = 2.21
18"
INV IN=474.00 (SE)
6-2
DI-3C,
RIM = 478.23
15"
INV IN=474.18 (SE)
18"
INV OUT=474.08 (NW)
L=14'
H = 4.15
6-3
RIM = 478.33
15"
INV OUT=474.47 (NW)
DI-3C, L=6'
H = 3.87
PIPE TABLE
FROM
STRUCTURE
TO
STRUCTURE
SIZE
LENGTH
SLOPE
MATERIAL
1-1
1-2
18"
27.82'
0.5%
RCP CLIII
2-2
2-1
12"
40.07'
0.5%
RCP CLIII
3-1
1 3-2
18"
1 14.57'
0.5%
RCP CLIII
3-2
3-3
18"
28.00'
0.5%
RCP CLIII
4-1
4-2
15"
43.87'
1.5%
RCP CLIII
4-3
4-2
15"
33.52'
2.1 %
RCP CLIII
5-1
5-2
15"
48.91'
2.0%
RCP CLIII
6-2
6-1
18"
12.80'
0.6%
RCP CLIII
6-3
6-2
15"
32.71'
0.9%
RCP CLIII
EX -DI
1-2
18"
38.12'
2.2%
RCP CLIII
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----- ------ -
DRAIN PIPE (UD-4, TYP) ---
' _ - - - - - _ � � � � � 525-
2
-522--------__�24-------------- i
\ --
ORRELL Lq \
AND DEVELOPMENT NAD 'B3
RIP -RAP EC-1 TYPE Al
3.5 CYD OVER FILTER
FABRIC BASE LAYER
/ TMP 78-2OC6 COMPANY LC
25.243 ACRES
PARCEL B
3.9t ACRE"
PIPE TABLE
FROM
STRUCTURE
TO
STRUCTURE
SIZE
LENGTH
SLOPE
MATERIAL
1-1
1-2
18"
27.82'
0.5%
RCP CLIII
2-2
2-1
12"
40.07'
0.5%
RCP CLIII
3-1
3-2
18"
14.57'
0.5%
RCP CLIII
3-2
3-3
18"
28.00'
0.5%
RCP CLIII
4-1
4-2
15"
43.87'
1.5%
RCP CLIII
4-3
4-2
15"
33.52'
2.1 %
RCP CLIII
5-1
5-2
15"
48.91'
2.0%
RCP CLIII
6-2
6-1
18"
12.80'
0.6%
RCP CLIII
6-3
6-2
15"
32.71'
0.9%
RCP CLIII
EX -DI
1-2
18"
38.12'
2.2%
RCP CLIII
STORM SEWER STRUCTURE TABLE
STRUCTURE
DETAILS
PIPES IN
PIPES OUT
1-1
RIM
= 517.44
18"
INV OUT=513.59 (NW)
DI-313, L=8'
H
= 3.85
1-2
RIM
= 517.38
18"
INV IN=513.46 (SE)
18"
INV OUT=513.36 (W)
DI-313, L=8'
H
= 4.02
2-1
RIM
= 526.59
12"
INV IN=524.92 (NE)
ES-1 (15")
H
= 1.67
2-2
RIM
= 528.15
12"
INV OUT=525.12 (SW)
DI-1
H
= 3.03
3-1
ES-1 (18")
RIM
H
= 521.26
= 2.21
18"
INV IN=519.05 (SW)
3-2
RIM
= 524.04
18"
INV IN=519.22 (SW)
18"
INV OUT=519.12 (NE)
DI-3C, L=6'
H
= 4.92
3-3
DI-3C,
RIM
= 524.05
18"
INV OUT=519.36 (NE)
L=10'
H
.
= 469
4-1
RIM
= 498.93
15"
INV IN=496.45 (NW)
ES-1 (15")
H
= 2.48
4-2
DI-313, L=6'
RIM
H
= 503.66
= 6.55
15"
INV IN=499.26 (NW)
15"
INV OUT=497.11 (SE)
4-3
RIM
= 504.20
15"
INV OUT=499.95 (SE)
DI-31B, L=6'
H
= 4.25
5-1
ES-1 (15")
RIM = 483.44
H = 1.44
15"
INV IN=482.00 (SW)
5-2
RIM
= 489.48
15"
INV OUT=482.98 (NE)
DI-31B, L=8'
H
= 6.50
6-1
ES-1 (15")
RIM
H
= 476.21
= 2.21
18"
INV IN=474.00 (SE)
6-2
DI-3C,
RIM
= 478.23
15"
INV IN=474.18 (SE)
18"
INV OUT=474.08 (NW)
L=14'
H
= 4.15
6-3
RIM
= 478.33
j
15"
INV OUT=474.47 (NW)
DI-3C, L=6'
H
= 3.87
I
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530
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STORM SEWER
W co
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STA:
66
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CLIII STORM SEWE
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INV:
499.6Y-
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INV:
468.96
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4+25 4+50 4+75
5+00 5+25
5+50
5+75
6+00
6+25
6+50
6+75
7+00
7+25
7+50
7+75
8+00
8+25
8+50
8+75
9+00
9+25
9+50
9+75
10+00 10+25 10+50
Q)CL
W
NN
N
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W
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20
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20 40
2
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HORIZONTAL
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H
5
0
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VERTICAL
SCALE
w
WORRELL OFFICE DRIVEWAY
LoinCD
545
P
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0
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525
525
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STA: 12
15.99
515
INV:
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545
11+00 11+25 11+50 11+75 12+00 12+25
DRIVEWAY J1
12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+25
SMALL DRIVE J1
545 545
540
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IN
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29+75 30+00 30+25 30+50
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15+00 15+25
20 0 20 40
HORIZONTAL SCALE
5 0 5 10
VERTICAL SCALE
U)
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STORM SEWER EX DI TO 1-2
530 530
■-■■
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STORM SEWER 2-1 TO 2-2
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RCP 0 0.50%
520
520
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0+00 0+25 0+50
STORM SEWER 5-1 TO 5-2
505 505
SEPARATION
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0+00 0+25 0+50
STORM SEWER 3-1 TO 3-3
540 540
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V
RWA
A
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0+00 0+25 0+50
STORM SEWER 6-1 TO 6-3
495 495
12 MIN.
SEPARATION f::A
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0+00 0+25 0+50
STORM SEWER 4-1 TO 4-3
520
520
515
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PROPOSED GRADE
EXISTING GRADE
FILL SECTIONS
20 0 20 40
HORIZONTAL SCALE
5 0 5 10
VERTICAL SCALE
z
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ell
SCALE 1"=100'
0 100, 200'
PRE LAND COVER AREAS
IMPERVIOUS COVER: 0.53 AC (26%)
MANAGED TURF: 1.54 AC (74%)
TOTAL: 2.07 AC
LEGEND:
IMPERVIOUS COVER
W W W
MANAGED TURF AREA
J W W
IMPERVIOUS COVER:
MANAGED TURF:
TOTAL:
IMPERVIOUS % INCREASE:
+96%
1.04 AC (50%)
1.03 AC (50%)
2.07 AC
! I � l i l j I IJ I �� � � % ' / ICI! � � /� / ( I • / `\`;.�`, \ � -
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1 1
r ❑r I
------------------
I * -
/ � 1
1
/ / 1
\
FF- ITE AND DEVELOPED AREA
DRAINAGE TO POND 1 AS SHOWN. 1
.;
SEE MASTER PLAN DRAINAGE MAP
1 ) N SHEET 11. 2 F R M RE INFO. O S C 0 0 0
77
04
-IN5
-IN4 �J� I / / / 1 �:r5 .'/a/�/// �/ /•/ PoND 1 \%\
0.39 Ac \ ( /i3y.r/i/l i,/i. �,�/ ��i//� 3.81
0.6
_ /
POND,
\ \ \ bX,i� / / / i '/ /
-
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r.
/ / v,
08.79A,
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PONG2 l
• \ \ \ �\ , ` 3G \\ 1'���p� 1 11 I I I/'// ' / � / / T" /// /1/ ��I !i / \` I I I \ I I I �I
IX-IN11
1 1 1
1 3.52 Ac \I y
\'21 1 I \\ 1/ �� / / I �1• \\\\\\ \ �� ^ill '
�� ; •, , , \ \ •7 I Q
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ON wI
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\.>.. _.... <.. Si : �� I,.,jIII 1.1.1 / � I ly ✓./�\\i�. \_� /ice
IX-IN7 S` ,^� •. �.�1i 11 it 0.15 Acl a �3 �� C . ' i
0.19 Ac Nft ��` �� ��. IIII =0.7 I`�\°PoNp
.28 Ac
=0.7 f` li)ll I I l i1/ r l I il\T , '/�� =0.5 PI it it `� *0
o.3s Ac
\ / an aosa�� /
/ `PoND 4
I I o.-0 Ac /
/
lip
PON
• , � = ► = = : gig11 a
SCALE 1"=100'
0 100, 200'
PRE -DEVELOPMENT
Drainage
Area
Turf Area (ac) •
Impervious Area (ac) •
Total Area (ac) •
C Value*
EX -I N3
1.41
0.20
1.61
0.46
EX-IN4
0.19
0.20
0.39
0.66
EX-IN5
0.10
0.21
0.31
0.74
EX-IN6
0.43
0.37
0.80
0.63
EX-IN7
0.07
0.12
0.19
0.72
EX-IN8
0.19
0.17
0.36
0.64
EX-IN9
0.00
0.17
0.17
0.90
EX-IN10
0.05
0.10
0.15
0.73
EX-IN11
3.21
0.31
3.52
0.44
POND 1
3.81
0.00
3.81
0.40
POND2
8.73
0.06
8.79
0.40
POND3
0.18
0.10
0.28
0.58
POND4
0.04
0.20
0.24
0.82
*C Value is weighed based on impervious at 0.9 and turf at 0.4
r
■
r
1
1
❑
I
I
I
i
1
1
•:
•- M •
r
G
1
5'::
OFF -SITE AND DEVELOPED AREA
I
DRAINAGE TO POND 1 AS SHOWN.
e
E,.s,'E°a"'N� SEE MASTER PLAN DRAINAGE MAP
._.
, ON SHEET 11. 2 FOR MORE INFO.
_
-INB 1-2
�. ,0.27 Ac 1-1 0.21 Ac / 4-2 ��i ` �2
0.51 0.1. Ac 0.85 / 0.09 Ac /
I 0.90 I � 0.90 �, 0.05
i"//0.90
OND
0.47 P{
OST DRAINAGE AREA MAP
POST -DEVELOPMENT
Drainage
Area
Turf Area (ac) •
Impervious Area (ac) •
Total Area (ac) •
C Value*
EX -I N 3
1.41
0.20
1.61
0.46
EX-IN4
0.19
0.20
0.39
0.66
EX-IN5
0.10
1.37
1.47
0.87
EX-IN6
0.27
0.40
0.67
0.70
EX-IN8
0.21
0.06
0.27
0.51
EX-IN9
0.00
0.17
0.17
0.90
1-1
0.00
0.10
0.10
0.90
1-2
0.02
0.19
0.21
0.85
2-2
0.07
0.05
0.12
0.61
3-2
0.00
0.13
0.13
0.90
3-3
1.14
0.39
1.53
0.53
4-2
0.00
0.09
0.09
0.90
4-3
0.00
0.08
0.08
0.90
5-2
0.00
0.05
0.05
0.90
6-2
0.13
0.14
0.27
0.66
6-3
0.00
0.15
0.15
0.90
POND 1
3.81
0.00
3.81
0.40
POND2
0.30
6.54
6.84
0.88
POND3
0.09
0.01
0.10
0.45
POND4
0.131
0.021
0.15
0.47
x-IN9
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67 X
P/O B/O
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1.23
67 X
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9.72
6.80
70 X
P/O 1
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6.20
J IO
50 X
P/O /
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12.20
6.1
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20. 61
11.56
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724
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P O WORRELL EXEMPT
/ ( )
0
---
---
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P/0 O
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1.43
485
60 X
P/O D
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TARS
O.BS
60 X
PAP / (IXEMPT)
0
---
---
---
P/O WORRELL (IXEA/Pr)
O
-
---
P/0 PJP //(EXEMPT)
O
___
_.._
___
P/O PJP /l (IXEMPT)
O
-
P/0 PJP ///(EXEMPT)
O
___
___
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P/O PJP /// (EXEMPT)
O
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1.97
1.24
63 X
`:
PUP V
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J. 12
42 X
U.VA C.U.
0
1.25
0.75
60 X
P/O ACC. / M.✓.H
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6.02
415
69 X
P/O AG C. / MJ..H.
O
J00
207
69 X
P/0 AC.C. / M.V,H.
0
4.97
297
60 X
O SPACE
O
19.Jd
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OPEN SPACE
O
286J
0
0 X
PUMP STA. (EXEMPT) O
-""
---
---
R09DWAYS
O
6.67
A,74
80 X
ROADWAYS
0
2.58
2.05
80 X
AL41Nr. BLDG.
0
U PJ
0.22
95 X
B LL (EXEMPT)
O
---
-
---
B. U.
OPEN SPACE
0
J5. 12
0
0 x
R04OWA YS(EXQ/Pr)
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29 X
AMrA .�
DEVELOPMENT AREA D, E. P/0 ACC/UJH, P/0 WORRELL ARE SERVED BY
EM57M WET POND SM7EM. EACH DEVELOPMENT WILL HOVE SEPARATE EROSION
CON/ TRIPS PoWDED DURING LAND DISTURBANCE ACMIRES
-DEVELOPMENT AREA N MZL BE SERVED BY PROPOSED) 8/0-RtrLRS CONVERTED
FROM S/Lr TRAPIMRAIS ONCE LAND OLS7UR84NCE AC7MT/E5 ARE f7NLSHEO.
A9171 N.
-DEVELOPMENT AREA P/O ACC/MJH, P/O mORRELL. B. O WILL BE SERVED BY
POND /2. DEVELOPMENT OF B, 0 WILL REOU/RE POND /2 rO BE INSTALLED FOR
SE90MENr CONTROL INITIALLY. POND 12 SHALL BE CONVERTED TO FINAL 8MP
POND WITH COMPLE7/ON OF S/rF DEVELOPMENT THAT EXCEEDS 25 AC OF
NPERNOUS SURFACE W17KV CONrR/BUI NC DRAINAGE AREA 70 POND /2
-DEVELOPMENT AREA P/O / WILL BE SERVED BY PROPOSED 610-FILTERS
CONVERTED FROM SILT T27P/645IN5 ONCE LAND DISIURE10CE ACTM7X5 ARE
F8✓/SHED.
AIOA 4
-DEVELOPMENT AREA P/O ACC/MJH, K, P/O I WILL BE SERVED BY PROPOSED
POND 17, or4 AND/OR BLO-RLRF /I CONVERTED FROM snr TRAP/BISFNS OVCE
LAND D/S7UA)9WCE ACr71M,'5 ARE RN/SHEO
N07F., 1
/NOMDU4L DEVELOPMENTS WITHIN DRAINAGE AREAS
DETERMINED ABOVE MAY INSTALL IN7FR/M SEDIMENT
CONTROL MfAS'URES ANO B.M.P. MEASURES rO MEET THE
INOMOUAL DEVELOPMENT REQUIREMENTS FOR E A 5 ANO
W.P.O. CR/TDPM PRIOR TO O/E INSTAUATAON OF 7HE nAW
SEDIMENT CONTROL MEASURES AND B.M.P. MEASURES
.SHOWN ON 7M5 PLAN.
v a)
MP FCA
ew POAo /2
LIP a"YCA .
i
RIVER
�r AREAS ImoKA7E ExIsnAt0 / UNDER CCNSIRUCDON /
APPROVED DEVELOPMENT PRIOR To W.P.O. REQUIREMENrs
N PART)
TIf 0 (RORAINS AD o1FFER£NT�N4GE ARECT ARfAC A Y, Z).
0
'�
GYN�'111�DU7m 7v v
AALU X
- 11.7 AC
PROJECT LIMITS
7
1K11IE'
TH£ STORAA770N Al4NAGEOVED AND B.ALP. NEERIN£5 SHOWN ARE CONCEPTUAL, AND SUBJECT
� 70 AIOD/EKA710N AS APPROVED BY 7Hf ENGINEERING D£PAR7M£Nf. A f7NAi STORMWATER / BM.PPLAN .
OF THE/LL BE SV
N:17ER PR07ECE7/ON 70R0/NANCE F/AP7ESflF R 7OR SQ E CODE OF AL8EM4lXEJ. IN E W11H ARTICLE /I/
OVERALL W.P.O/ B,M.P COMPLIANCE PLAN, DATED 7/24/06
(NOT TO SCALE)
SITE STORMWATER COMPLIANCE NOTES:
Joao
POLL PUIµI� v
- 1,41 (83.6)- 117.9 /bs/yr
li _
- f,41 (65.49)- 92.J /bs/yr
PCCL�! Lam
- 1.41 (6 .9J)- M..7 /bs/yr
POST -DEVELOP.-
- 6.74[0.05+((0.009)35)�36-
POST. -DEVELOP.=
r 6. 14[0.05+((0.009)47)j65.49-
POST-pryELOP.=
- 6. 14[0.05+((0009)29)J6293-
- 187.4 /bs/yr
ACAIOWIL AEaLOAFAVVP
- 1W..1 /bs/yr
- 120.2 /bs/N
RR= 69.5 /bs/yr
RaA%ML 11!'alAmmew.
RR- 97.9 /bs/yr
Anoom Reators 4r
RR- JL5 Ids/yr
RRT- J7 X
RRT='151 X
RRX= 26 X
Awepo O A#-
PAgglfLaD AIR
AntrosEO BIP
PRE-EX/S IA S7E5
OFF-S/l8 AREA 76. 16 AC
PRE-EX/S7/NC S/lE3'
49.2 AC
PRE-EXLSIING 9TFS
S1.B5 AC
>(OR1/NS
PROPOSED SITES (OAXOS 70 SUP
PROPOSED 517ES (DANANS TO BMP)
PROPO5ET7 SIRS
TO AMP)
6. f4[0.05+((0.009)J5)J76.16= 170.7 /ds/yr
6. 14[0.054((O.W9)47)j49.2= 142.9 /bs/yr
6.14[0.O5+((DO09)29)jJf.85= 60.8 Ids/yr
EXIST. POYD / POREB4Y SYSTEM tr
FUTURE B/O-FILTERS
FOND5/90-FILTER AREA /21. J28
PONDS/BAO-RK7ER AREAS /1, /J, j4
O 65X /SOX EFFICIENCY
PROPOSED O SOX EMaENCY
PROPOSED 0 SOX EfRaENCY
170.7 (0.60)= 102.4 /bs/yr REMOVAL
142.9 (0,50)n 71.4 /bs/yr REMOVAL
60.8 (0.50)- 30..4 /bs/yr REMOVAL
OWDUL Ap,ECr 0000 ML REONTA W..•
RR- X+Y+Z= 69.5 4 97.9 + Jf.S - 199.9 /bs/yr
R= X+Y+Z 102.4 + 71.4 + J0.4 - 204.2 /ds/yr
LORD REMOVED - 204.2 > REMOVAL REOU/REMENT - 198.9 7HEREFORE C0MPLL4Nr
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BMPS S7RA7Fa6ALLY PLACED rO TREAT AOX/NUM
AMOUNT OF ALL IMPERWOUS AREAS ORNWNG FROM
EACH DEVELOPMENT.S.J LBS OF TREA7MENr CRELYT /S AVA/LASL.E FOR
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ED
9
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6650 AC.
Ark
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25.82
620
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J.10
67 X
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P/O 1
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1.83
12.20
1.23
6.10
67 X
50 X
E 0 9.72
680
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P/0 WORRELL
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J.19
0.95
30 X
P/0 0
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1.45
0.85
60 x
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2.50
48 X
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1.82
0.56
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P/0 Pip 8/
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2.82
1.24
44 X
P/O Pip N
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0.59
0.51
87 X
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1.97
1.24
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2.98
1.67
56 X
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0.75
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297
60 X
P/O ACC / MJ.H.
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6.02
4.15
69 X
P/0 ACC. / MJH
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2.07
69 X
PUMP STA
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0.093
0.088
95 X
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206
80 X
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1.
THIS PROJECT
WAS GRANDFATHERED UNDER THE PREVIOUS
STORM REGULATION PER ATTACHED PLAN SHOWN ON THIS SHEET.
2.
THIS PROJECT
CONSISTS OF PRE IMPERVIOUS COVER OF 0.53 AC, 26% OF WITHIN THE LIMITS OF DISTURBANCE AND POST IMPERVIOUS COVER OF 1.04 AC, 50%
WITHIN THE LIMITS OF DISTURBANCE.
3.
PROJECT LIMITS CAN BE FOUND WITHIN DRAINAGE AREA Y
IN THE MAP SHOWN ABOVE, THIS SHEET.
4.
AREA Y NOW
CONSISTS OF 29.85 AC, PREVIOUSLY SHOWN
AS 29.35 AC (SHOWN IN THE 'DEVELOPMENT COMPLIANCE REQUIREMENTS' TABLE ABOVE).
5.
THIS INCREASE
OF 0.50 AC IS BELOW THE THRESHOLD OF
41.5 AC THAT IS TAKEN INTO ACCOUNT ON THE 'OVERALL DEVELOPMENT TABLE' SHOWN ABOVE,
SHOWING THAT
THE INCREMENT OF IMPERVIOUS AREA IS IN
COMPLIANCE WITH THE STORMWATER REQUIREMENTS ON SITE THAT WAS PREVIOUSLY MASTER
PLANNED.
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P:804.782.1903
2100 East Cary Street, Suite 309 Richmond, VA 23223
Engineers I Construction Managers I Planners I Scientists
ww�v.rkk.com Project Name: Drive and Waterline Ex Date: 6/9/21
Responsive People I Creative Solutions Location: Albemarle County Computed by. OJG
Pull down for City Proj. No: 19352.00 Checked by. ABS
Pull down for Yr. Stm Sheet 1 of
Albemarle
AREA
RUN-
OFF
COEF.
CA
INLET TIME
RAIN FALL
RUN-OFF
INVERT
ELEVATIONS
PIPE
LNGTH
SLOPE
DIA
CAPA-
CITY
VEL.
FLOW
TIME
INLET
/RIM
ELEV
Structure
Type
.5forCB
oforDl
THROAT
LENGTH
REMARKS
ReturnYr:
2
INCRE-
MENT
ACCUM-
ULATED
INCRE-
MENT
ACCUM-
ULATED
INCRE-
MENT
ACCUM-
ULATED
B
46.43
D
10.50
ACRES
C
INCRE-
MENT
ACCUM-
ULATED
MIN-
UTES
MIN-
UTES
IN.\HR
IN.\HR
CFS
CFS
UPPER LOWER
END END
FT.
FT./FT.
IN.
C.F.S.
F.P.S.
MIN.
orYl
E
0.81
From Point
To Point
1-1
1-2
0.10
0.90
0.09
0.09
5.00
5.00
5.04
5.04
0.45
5.13
513.59
513.46
28
0.0046
18
8.45
4.98
0.09
517.44
DI-36
0.00
L=8'
1-2
EX DI
0.21
0.85
0.18
0.27
5.00
5.09
5.04
5.04
0.90
5.31
513.46
512.51
38
0.0250
18
19.62
9.45
0.07
517.38
DI-3B
0.00
L=8'
2-2
2-1
0.12
0.61
0.07
0.07
5.00
5.00
5.04
5.04
0.37
0.37
525.12
524.92
40
0.0050
12
2.98
2.52
0.26
528.15
DI-1
0.00
3-3
3-2
1.53
0.53
0.81
0.81
5.00
5.00
5.04
5.04
4.09
5.85
519.36
519.22
28
0.0050
18
8.77
5.31
0.09
524.05
DI-3C
0.00
L=10'
3-2
3-1
0.13
0.90
0.12
0.93
5.00
5.09
5.04
5.04
0.59
5.97
519.12
519.05
15
0.0047
18
8.48
5.18
0.05
524.04
DI-3C
0.00
L=6'
4-3
4-2
0.08
0.90
0.07
0.07
5.00
5.00
5.04
5.04
0.36
5.04
499.95
499.26
34
0.0203
15
10.87
8.68
0.07
504.20
DI-3B
0.00
L=6'
4-2
4-1
0.09
0.90
0.08
0.15
5.00
5.07
5.04
5.04
0.41
5.20
497.11
496.45
44
0.0150
15
9.35
7.77
0.09
503.25
DI-3B
0.00
L=6'
5-2
5-1
0.05
0.90
0.05
0.05
5.00
5.00
5.04
5.04
0.23
0.23
482.98
482.00
49
0.0200
15
10.79
3.52
0.23
489.48
DI-3B
0.00
L=6'
6-3
6-2
0.15
0.90
0.14
0.14
5.00
5.00
5.04
5.04
0.68
5.18
474.47
474.18
33
0.0088
15
7.15
6.30
0.09
478.33
DI-3C
0.00
L=6'
6-2
6-1
0.27
0.66
0.18
0.31
5.00
5.09
5.04
5.04
0.90
5.36
474.08
474.00
13
0.0062
18
9.73
5.62
0.04
478.06
DI-3C
0.00
L=6'
STORM SEWER STRUCTURE TABLE
STRUCTURE
DETAILS
PIPES IN
PIPES OUT
1-1
RIM = 517.44
18" INV OUT=513.59 (NW)
1-2
RIM = 517.38
18" INV IN=513.46 (SE)
18" INV OUT=513.36 (W)
2-1
RIM = 526.59
12" INV IN=524.92 (NE)
2-2
RIM = 528.15
12" INV OUT=525.12 (SW)
DI-1
H = 3.03
3-1
RIM = 521.26
18" INV IN=519.05 (SW)
3-2
RIM = 524.04
18" INV IN=519.22 (SW)
18" INV OUT=519.12 (NE)
3-3
DI-3C,
RIM = 524.05
18" INV OUT=519.36 (NE)
L=10'
H = 4.69
4-1
ES-1 (15")
RIM = 498.93
H = 2.48
15" INV IN=496.45 (NW)
4-2
RIM = 503.66
15" INV IN=499.26 (NW)
15" INV OUT=497.11 (SE)
4-3
RIM = 504.20
15" INV OUT=499.95 (SE)
5-1
RIM = 483.44
15" INV IN=482.00 (SW)
5-2
RIM = 489.48
15" INV OUT=482.98 (NE)
6-1
RIM = 476.21
18" INV IN=474.00 (SE)
6-2
DI-3C,
RIM = 478.23
15" INV IN=474.18 (SE)
18" INV OUT=474.08 (NW)
L=14'
H = 4.15
6-3
RIM = 478.33
15" INV OUT=474.47 (NW)
PIPE TABLE
FROM
STRUCTURE
TO
STRUCTURE
SIZE
LENGTH
SLOPE
MATERIAL
1-1
1-2
18"
27.82'
0.5%
RCP CLIII
2-2
2-1
12"
40.07'
0.5%
RCP CLIII
3-1
3-2
18"
14.57'
0.5%
RCP CLIII
3-2
3-3
18"
28.00'
0.5%
RCP CLIII
4-1
4-2
15"
43.87'
1.5%
RCP CLIII
4-3
4-2
15"
33.52'
2.1%
RCP CLIII
5-1
5-2
15"
48.91'
2.0%
RCP CLIII
6-2
6-1
18"
12.80'
0.6%
RCP CLIII
6-3
6-2
15"
32.71'
0.9%
RCP CLIII
EX -DI
1-2
18"
38.12'
2.2%
RCP CLIII
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i
P:804.782.1903
2100 East Cary Street, Suite 309 Richmond, VA 23223
Engineers I Construction Managers I Planners I Scientists
www.rkk.com Project Name: Drive and Waterline Ex Date: 6/9Y21
Responsive People I Creative Solutions Location: Albemarle Coun
Computed by. OJG
Pull down for City Proj. No: 19352.00 Checked by ABS
Pull down for Yr. Stm Sheet 1 of
Albemarle RUN- INLET TIME RAIN FALL RUN-OFF INLET THROAT
Return Yr: 10 OFF INCRE- ACCUM- INCRE- ACCUM- INCRE- ACCUM- INVERT PIPE CAPA- FLOW /RIM Structure .5forCB LENGTH REMARKS
B 49.49 AREA COEF. CA MENT ULATED MENT ULATED MENT ULATED ELEVATIONS LNGTH SLOPE DIA CITY VEL. TIME ELEV Type OforDl
D 9.85 orYl
E 0.75 INCRE- ACCUM- MIN- MIN- UPPER LOWER
From Point To Point ACRES C MENT ULATED UTES UTES IN.\HR IN.\HR CFS CFS END END FT. FT./FT. IN. C.F.S. F.P.S. MIN.
1-1 1-2 0.10 0.90 0.09 0.09 5.00 5.00 6.54 6.54 0.59 6.63 513.59 513.46 28 0.0046 18 8.45 5.26 0.09 517.44 DI-3B 0.00 L=8'
1-2 EX -DI 0.21 0.85 0.18 0.27 5.00 5.09 6.54 6.54 1.17 6.81 513.36 512.51 38 0.0224 18 18.56 9.77 0.06 517.38 DI-3B 0.00 L=8'
2-2 2-1 0.12 0.61 0.07 0.07 5.00 5.00 6.54 6.54 0.48 0.48 525.12 524.92 40 0.0050 12 2.98 2.73 0.24 528.15 DI-1 0.00
3-3 3-2 1.53 0.53 0.81 0.81 5.00 5.00 6.54 6.54 5.31 7.35 519.36 519.22 28 0.0050 18 8.77 5.56 0.08 524.05 DI-3C 0.00 L=10'
3-2 3-1 0.13 0.90 0.12 0.93 5.00 5.08 6.54 6.54 0.77 7.47 519.12 519.05 15 0.0047 18 8.48 5.42 0.05 524.04 DI-3C 0.00 L=6'
4-3 4-2 0.08 0.90 0.07 0.07 5.00 5.00 6.54 6.54 0.47 6.54 499.95 499.26 34 0.0203 15 10.87 9.21 0.06 504.20 DI-3B 0.00 L=6'
4-2 4-1 0.09 0.90 0.08 0.15 5.00 5.06 6.54 6.54 0.53 6.70 497.11 496.45 44 0.0150 15 9.35 8.23 0.09 503.25 DI-3B 0.00 L=6'
5-2 5-1 0.05 0.90 0.05 0.05 5.00 5.00 6.54 6.54 0.29 0.29 482.98 482.00 49 0.0200 15 10.79 3.52 0.23 489.48 DI-3B 0.00 L=6'
6-3 6-2 0.15 0.90 0.14 0.14 5.00 5.00 6.54 6.54 0.88 6.68 474.47 474.18 33 0.0088 15 7.15 6.59 0.08 478.33 DI-3C 0.00 L=6'
6-2 6-1 0.27 0.66 0.18 0.31 5.00 5.08 6.54 6.54 1.17 6.86 474.08 474.00 13 0.006211 18 9.73 5.95 0.04 478.06 DI-3C 0.00 L=6'
RKK Computations
P:804.782.1903
2100 East Cary Street, Suite 309 Richmond, VA 23223 Project Name: Drive and Waterline Ex Date 6/9/2021
Engineers I Construction Managers I Planners I Scientists Loca
on: Albemarle County Computed by OJG
www.rkk.com Proj. No: 19352 Checked by ABS
Responsive People I Creative Solutions Sheet 2 of 2
INLET OUTLET WATER JUNCTION LOSS Ho+Hi+ Inlet Shaping Final INLET WATER
BASIN SURFACE Do Qo PIPE Sfo Hf Vo Ho Hi BEND PIPE O in BEND Bend Loss ** Ht Shaping LOSS 8D SURFACE RIM RIM TO MANN.
NO ELEVATION Pipe Dia CFS LENGTH VEL-IN ANGLE IN CFS LOSS Ht x 1. or 1.3 .5 or 1 SUM H Down Inv Down Pipe ELEVATION F-LINE HGL n
6-2 475.20 18 6.86 13 0.0043 5.95 474.00 475.20 0.013
0.06 0.14 0.24 0 15 6.68 0.00 0.37 0.49 0.49 0.54 475.74 478.06 2.32
6-3 475.74 15 6.68 33 0.0107 6.59 474.18 475.18 0.013
0.35 0.17 0.00 0 0 0.00 0.00 0.17 0.17 0.17 0.52 476.26 478.33 2.07
5-2 483.00 15 0.29 49 0.0000 3.52 482.00 483.00 0.013
0.00 0.05 0.00 0 0 0.00 0.00 0.05 0.06 0.06 0.06 483.06 489.48 6.42
4-2 497.45 15 6.70 44 0.0108 8.23 496.45 497.45 0.013
0.47 0.26 0.46 0 15 6.70 0.00 0.72 0.94 0.94 1.41 498.86 503.25 4.39
4-3 500.26 15 6.54 34 0.0103 9.21 499.26 500.26 0.013
0.35 0.33 0.00 0 15 6.54 0.00 0.33 0.33 0.33 0.68 500.94 504.20 3.26
3-2 520.25 18 7.47 15 0.0051 5.42 519.05 520.25 0.013
0.08 0.11 0.17 0 18 7.47 0.00 0.28 0.37 0.37 0.44 520.69 524.04 3.35
3-3 520.69 18 7.35 28 0.0049 5.56 519.22 520.42 0.013
0.14 0.12 0.00 0 18 7.35 0.00 0.12 0.12 0.12 0.26 520.95 524.05 3.10
2-2 525.72 12 0.48 40 0.0002 2.73 524.92 525.72 0.013
0.01 0.03 0.00 0 12 0.48 0.00 0.03 0.04 0.04 0.04 525.76 528.15 2.39
1-2 513.71 18 6.81 38 0.0042 9.77 512.51 513.71 0.013
0.16 0.37 0.15 0 18 6.81 0.00 0.52 0.68 0.68 0.84 514.55 517.38 2.83
1-1 514.66 18 6.63 28 0.0040 5.26 513.46 514.66 0.013
0.11 0.11 0.00 0 18 6.63 0.00 0.11 0.11 0.11 0.22 514.88 517.44 2.56
RKK Computations
P:804.782.1903
2100 East Cary Street, Suite 309 Richmond, VA 23223 Project Name: Drive and Waterline Ex Date 6/9/2021
Engineers I Construction Managers I Planners I Scientists Loca
on: Albemarle County Computed by OJG
www.rkk.com Proj. No: 19352 Checked by ABS
Responsive People I Creative Solutions Sheet 2 of 2
INLET OUTLET WATER JUNCTION LOSS Ho+Hi+ Inlet Shaping Final INLET WATER
BASIN SURFACE Do Qo PIPE Sfo Hf Vo Ho Hi BEND PIPE O in BEND Bend Loss ** Ht Shaping LOSS 8D SURFACE RIM RIM TO MANN.
NO ELEVATION Pipe Dia CFS LENGTH VEL-IN ANGLE IN CFS LOSS Ht x 1. or 1.3 .5 or 1 SUM H Down Inv Down Pipe ELEVATION F-LINE HGL n
6-2 475.20 18 6.86 13 0.0043 5.95 474.00 475.20 0.013
0.06 0.14 0.24 0 15 6.68 0.00 0.37 0.49 0.49 0.54 475.74 478.06 2.32
6-3 475.74 15 6.68 33 0.0107 6.59 474.18 475.18 0.013
0.35 0.17 0.00 0 0 0.00 0.00 0.17 0.17 0.17 0.52 476.26 478.33 2.07
5-2 483.00 15 0.29 49 0.0000 3.52 482.00 483.00 0.013
0.00 0.05 0.00 0 0 0.00 0.00 0.05 0.06 0.06 0.06 483.06 489.48 6.42
4-2 497.45 15 6.70 44 0.0108 8.23 496.45 497.45 0.013
0.47 0.26 0.46 0 15 6.70 0.00 0.72 0.94 0.94 1.41 498.86 503.25 4.39
4-3 500.26 15 6.54 34 0.0103 9.21 499.26 500.26 0.013
0.35 0.33 0.00 0 15 6.54 0.00 0.33 0.33 0.33 0.68 500.94 504.20 3.26
3-2 520.25 18 7.47 15 0.0051 5.42 519.05 520.25 0.013
0.08 0.11 0.17 0 18 7.47 0.00 0.28 0.37 0.37 0.44 520.69 524.04 3.35
3-3 520.69 18 7.35 28 0.0049 5.56 519.22 520.42 0.013
0.14 0.12 0.00 0 18 7.35 0.00 0.12 0.12 0.12 0.26 520.95 524.05 3.10
2-2 525.72 12 0.48 40 0.0002 2.73 524.92 525.72 0.013
0.01 0.03 0.00 0 12 0.48 0.00 0.03 0.04 0.04 0.04 525.76 528.15 2.39
1-2 513.71 18 6.81 38 0.0042 9.77 512.51 513.71 0.013
0.16 0.37 0.15 0 18 6.81 0.00 0.52 0.68 0.68 0.84 514.55 517.38 2.83
1-1 514.66 18 6.63 28 0.0040 5.26 513.46 514.66 0.013
0.11 0.11 0.00 0 18 6.63 0.00 0.11 0.11 0.11 0.22 514.88 517.44 2.56
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2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS
DI-3A, 38, 3C EXPANSION KEYED DI-3A, 3B, JC DI-1 1/2 SECTION CAST RON +�� 1/z SECTION STEEL IC-2
FOR DETNLS OF INLET JOINT CONST, gM5 't APPROACH TABLE QF QUANTITIES 2,_,,, NOTES
EXPANSION JOINT 3'-10" FRAME 8 COVER BACK OF SIDEWALK m JOINT '• (GUTTER LUGS T
SEE STANDARD IC-2. % / O BE 11-3 " L 2%WITHz" x 2%' x /x' 1- DEPTH OF INLET IH) TO BE SHOWN ON - F'i" RAISED LETTERING
THI
2 (�RLAREA of REINFORCING STEEL \ OOLLARR 10'-4" LONG ALMS. FOR DEPTH GREATER THAN 1W USEw(/ GU E TYPE SLOT o, STAIDN l) DI-1AConcrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT BARS C a: - BM I - SUBBASE FL . FL Cu. Ydz. No. Lin. Ft. No. Lin. Ft. r No. Lin. FL 4H No. Lin. F No. Lin. Ft. No. L'n. Fl.r No. Lin. FLr Lea. A A 2. THE "H" DIMENSION SHOWN N THE 0BARS B �'•' 2 _ _ _ HARDWARE DI-3A 2'-8" 1.15 2.28 - - - - 1 5'-7" 3 3'-2" - - - - e '- " 22 STADARDS MID SPECIFIED ON THE PLANSARS F a . ♦ - - - p'0W WILL BE MEASURED FROM THE INVERT OF LETTERING OPTIONALS F WEEP HOLE. 4' 1.83 2.59 5 1'-8" 2 e'-7" B'-D" 3 5'-7" 3 3'-2" 4 1'-8" 3 1'-e" 4 - 64 F _ CAST BALM. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THESEE NOE 8 LOTH
B' 2.7b J.02 5 3'-8" 8 '- " '- " 3 5'-7" 3 3'-2" 4 3'-8" 3 1'-e" 4 - 111 N LLL n RN STEEL JOINT STAPPRO%MATE ONLYHFORMESTINATINGE El El El
\❑❑❑8'3.67 3.46 5 5'-6" 10 '- " " 3 5'-7" 3 3'-2"4 5'-8"31'e" 4 - 158 ("g8 ±WELD ALL PURPOSES AD THE ACTUAL DMENSIONS
PA x DI-38 10, 4.58 3.90 5 T-6" 14 W-7" to 8'-10" 3 5'-7" 3 3'-2" 4 T-8" 3 1'-e" 4 - 204 OPTGNIL 43.6 LBS CONNECTORS SHALL BE DETERMINED BY THE
.._; .. - 12' 5.50 4.34 5 p'-8" 18 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 9'-8" } 1'-6" 4 - 251 -- RACE R� 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. B / 1 B A A
14' 6.42 4.78 5 11'-6" 22 '- " '- " 3 5'-7" 3 3'-2" 4 R'-6" J 1'-8" 4 - 298 INCLUDING INCLIGING 3. WHEN SPECIFIED ON THE PLMS THE IEl ❑ ❑
• •STEPS.'SE 16' 7.33 5.22 5 13'-8" 26 8'-7" to 6'-10" 3 5'-7" 3 Y-2" 4 13'-8" 3 1'-8" 4 - 345 \ LUGS CONNECTORS INVERT IS TO BE SHAPED IN ACCORDANCE
m b II II AR F BMA I NOTE 5 •• WITH STANDARD IS-1. THE COST DR
II II MS O FACE OF CVRB 16' 8.25 5.88 5 15'-6" 30 '- " 3 5'-7" 3 3'-2" 4 15'-8" 3 1'-6" 4 - 391 °i I I ® ® 4
`� GUTTER 8,� 8,. 20' 9.17 6.09 5 IT-6" 34 6'-7" to 6'-10" 3 5'-7" 3 Y-2" 4 17'-6" 3 V-6" 4 ., 438 FURNISHING AND PLACING ALL MATERIALS
CR K CONTROL JOINT CRACK CONTROL JOINT q/" 2,_T' y/" INCIDENTAL TO THE SHAPING IS TO BE ' ❑ ❑
6'MIN. PLAN SECTION A -A 1p' 4.67 3.89 10 3'-9" 12 W-T' to 6'-10" 5 5'-1" 3 3'-2" 8 3'-9" 8 1-8" 2 '- " 158 4'-2.f/pL 5" 1 I�" x 4„ INCLUDED IN THE BID PRICE FOR THE 1
2, -0.. _ 6' 2J5 3.01 G P_q„ 4 8'-7" to 8'-10" 5 5'-7" Y-2" 8 T-8" 8 V.S., 2 111 J
8' 3.87 3.45 G 2'-9" 8 7" B'-1 5 5'-7" 3 3'-2" 8 2'-9" 8 1'-8" 2 158 I STRUCTURE.
MAX. PLAN 91/z' STUD SHEAR 4. IN THE EVENT THE INVERT OF THE ❑ ❑ ❑ ❑
�A 10 KEYED CONST. JOINT 12' 5.50 4.33 G {'-9 M =7 -1 5 5-7 3 3-2 8 4-9 6 1-6 2 - 252 I- CONNECTORS OUTFACE PIPE IS HIGHER THAN THE \ / 1
(GRATE REMOVED)
BOTTOM OF THE STRUCTURE THE INVERT
L-VMVBLE - MAX. 20' ., DI-3C 14' 6.42 4.T/ G 5'-9" 20 8'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 5'-9" 6 V-6" 2 '- •' 345 WITH
THE STRUCTURE SHALL BE SHAPED WARPED SEE DETAIL A� � (n
2'-0" 8' 2'-6" g•• 3•-0.. 2„ GUTTER B' ].33 5.21 G 6'-9" 24 '-7"-1 „ 5 5'-7" } 3'-2" 8 8'-9" 6 i'-8" 2 „ 345-ly-+i'• WITH CEMENT MORTAR TO PREVENT yy z
F 7 - �B i BARS A APPROACH 16' 6.25 5.85 10 7'-9" 28 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 ]'-9" 8 i'-8" 2 - 92 _ STANDING OR PNDING OF WATER IN THE �'(' x 1%2" SLOT
r s GUTTER 20' 9.17 8.09 G 8'-9" 12 '-7" -10" 5 5'-7" 3 3'-2" 8 8'-9" 8 i'-6" 2 - " 439 COLLAR DETAIL STRUCTURE. THE MOST OF FURCNISHNG \ TO WATE P 0
SECTION B BL I „ MIN RAISED TAND PLACING ALL O INLET SHARING IS TO BE INCLUDED \ // / (n
NO
_ _ _ NOTES LL \ i1 ERING IN THE BID PACE FOR THE STRUCTURE. \
7-��8_
____ _____ ____ � � o ... '' 21i \� ��// APPROXIMATE WEIGHT
TT
_ _ _ T• _ �'(• RASED LETTERING
- - • S. STEPS ARE TO BE PROVIDED WHEN H IS CAST IRONB 5 0 DIMENSIONS FOR DI1w NO WASTE DRaNS TO WATERWAYS 4'-0" OR GREATER. FOR DETNLS SEEll.l- -�•1. DEPTH OF INLET (H) TO BE SHOWN ON ALMS. ]- #4 X 8" SMOOTH DOWELS AT APPRO%IMAT0.Y 15. TINS AREA IMY BE EARTHEN, IN WINCH CASE CAST RN ONLY FRANE B6 • 4 LBS.BARS F BARS E L_B 'N o 12" C-C TO BE PLACED IN ALL AREAS ADJACENT TIE EXPANSION JOINTS WILL APPLY ONLY TO STAOAD ST4, COVER 83 m a Les. COVER�DIAMETER BARS E 2. THE "H" DIMENSION SHOWN ON THE STANDMOS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTR. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST-
EP HOLE FRONT ELEVATION •' 1'-a•' e'• BARs B 90 MEASUREDIFIED ON THE ROM THE INVERTSOFILL BE THE QUTFALL SETTLEMENT. 16. CONCRETE QUANTITIES SHOWN PRE FOR DEPTH N-PLACE. FRAMEBARS F DETAIL A o 1PIPE '1 THE TOP OF THE STRUCTURE. 3" N SUB R WEEP HOLE TO BE LOCATED TO DIS L 5'-2' WRHOUT PIPES. THE ANOUNT- - (GUTTER REYOVEDI 3'-0" e' T-6 ]. #4 X e" SMOOTH DOWELS AT
P/i' PLAN STI DIMENSINS ME MIND TH ATE ONLY 12"X1 SUBBASE MATERIAL. WEEP H0 WITH OBTAIN TR BY PIPES MUST BE DEDUCTED TO 4'-2" HARDWARE 1,_J„ SEE DETAIL B PLACED I ALL RE C-C TO BE
FN ESTIMATING PURPOSES MD THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH i' MESH DBTAN TRUE PTHS A IDS. FOR INLETS DD OR SUBTRACT 0. 32 2'-T, CLOTH PLACED IN ALL AREAS NUACENT T-d^ OIA. 1'-91'a'DIM, Sk/i' BENT PLATE \ SECTION B-B CONTRACTOR OR FROMS SHALL �FIELD CONDITIONS. DETERMINED BY THE q E ER OOR I03". NUMBER ZED STEEL 14EMESH HARDWARE CUBIC YARDMINIMUM WIRE DIFFERENT S OF CONCRETE E FOR EACH FOOT ���� 4" DEPTH AGGR. ."...."�........ TO ABUTTING CONCRETE TO PREVENT �" 1%t'
W.R88, i78 OR =« SETTLEMENT. N LEU OF DOWELS 3" V-10" CIA. 3"
< - N CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. .p A /B z g" WIDTH L\ A 2"M4' NOTCH MAY BE PROVIDED. FINISHED P/z •
%"r 1.'': 3. WHEN SPECIFIED ON THE PLANS THE AVERT IS OF THE STRUCTURE. k1 R1 IVa a SEE STANDARD T-DI-3.4 FOR MACHINE MACHINE %" DIMENSIO
"• I TO BE SHAPED IN ACCORDANCE WITH STANDARD 17, LENGTH OF ANGLE IRON AS SHOWN N SHEET 1 SSS aE -
-« /� R IS-1. THE COST OF FURNISHING NO PLACING ALL 9, ALL REINFORCING STEEL SHALL HAVE A MN. OF 2 IS TO BE L+16' AT 4.10 LBS-AR, s e ^ W DIAMETER ALTERNATE DESIGN. „`E
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 8 CG-] STANDARDS. < ,.:... L2Y'•%21/ "%I/�" NATEAINS INCIOENTPL TO THE SHAPING 6i TO BE COVER OF 2". Ain ` i D. DOLLAR WEEP MOLE
GALLANR�D ^ ^ n SEE NOTE e e 8. 3" DIAMETER WEEP HOLE W H 12"X12"
TYPE B NOSE DETAIL SHALL BE USED WITH CO-2 g CO-6 STANDARDS. TYPE A I INCLINED IN THE BID PRICE FOR THE STRUCTURE. 18. r DENOTES LENGTH DR ONE (1) BAR. _ PLASTIC HARDWARE CLOTH 4%i' MESH - -
TYPE B /z X 4- STUD SHEAR CONNECTOR WELDED 10. N-L REINFORCING STEEL TO BE CUT CLEAR OF z;[ 12„ /.. MACHINE MACHINE A
GALVANIZED PLATE FOR TYPE A TO BE BENT N AN ANGLE OF 68.30' TO ANGLE RN AT 2'C-C. IN THE EVER THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". 19. ALL REINFORCING BARS TO BE#5. OR GALVANIZED STEEL WIRE MINIMUM
CONNECTORS MO IS TO BE ANCHORED WITH %' X 4" STUD SHEAR NOSE DETAILS 4 STRUCTURE,THE INVERT OF BOTTOM
STRRUCTURRE H, CAST -IN PLACE CONCRETE IS TO BE CLASS AT 20. WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF rin ip in 12 15"-Is" OR 24" -HEMEM HARDWIREWIAREE CLOTH ANCHOREDRFIRMLYSH " w O J
WELDED TO BENT PLATE AT 2'C-C. 2" SHALL BE SHAPED WITH CEMENT MNTM TO (3000 PSD. RECAST CONCRETE S TO BE INLET IS TO BE SHAPED TO CONFORM TO NeN -n F9 TO THE OUTSIDE OF THE STRUCTURE. LLI
R.PAVEMENT PREVENT STAGING OR PONDING OF WATER 4000 PSI. PROPOSED CURB. _ I D. > G , • 9. CAST N PLACE CONCRETE IS TO BE 1)'i• ' /
-� WARPED PAVEMENT IN THE STRUCTURE. THE COST OF FURNISHING m CLASS A3 (J000 PSG. PRECAST -
DI-3A H L OI-3B L DI -SC L 'r•`; AND PLACING ALL MATERIALS INCIDENTAL TO 12, LENGTH OF SLOT (U WILL, N EVER CASE, BE G � A � p 1 " SECTION A -A v/ fn
I �•' �• THE SHAPING IS TO BE INCLUDED IN THE BD SHOWN N PLANS. Hfl... �.-�,. a. CONCRETE IS TO BE 4000 PSI. 1'-10" DIAL 1 . ! 1
PRICE FOR THE STRUCTURE. -
t D /z 1" 2"
10. METE ALTERNATE METHODS OF MCHDRAGE
.. - 13. F MEET IS CONSTRUCTED IN MEDIAN CURB N SECTION A -A 'H` '� �^ MEETING THE APPROVAL OF THE ENGINEER SECTION B-B
- - - - LOW "• S, ORE GREPS ATER? FOR DETAIO BE LS SEESTANDARDSTTEN H IS •1. OMITTED (SEE DETAIVATH INTEGRAL L). GUTTER B TO BE CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B
x IIIIr x = LUGS BE
SSHOWNUHEREONR THE CART IRON NOTES
I L FLOW I FLOW 1 0" APPROXIMATE WEIGHT
IL ,/A\/ 6. THIS ITEM MAY BE PRECAST ON CAST -IN -PLACE. 14. STMOMD INLETS MAY BE CONSTRUCTED WITH 12" TE PPE - 1.M0 CU. YD. CONCRETE HE
�L I DETnJL WHEN USED CONCRETE BLOCKS IN ACCOPo)MCE WITH THE V. CrTE PIPE - 1.528 CU. Y0. CONCRETE 11/." 3'i' CAST IRON 11 GRATES. LOCATION REDOF O TO ALL DI-1 1 T/," IN TSSSHOWN.T. ON OPTIONAL, IF USED THE LETTERS ARE TO BE
DETAILS SHOWN ON STANDARD DRAWING DI-MB. IS" CRETE PIPE - 1.820 CU. YD. CONCRETE F� --I GRATE 383 ± N LBS LETTERING IS REQUIRED ON ALL DI-1 CAST IN THE DEPRESSION IN TOP OF THE COVER I" WIDE AND RASED
24" CONCRETE PIPE - 1.817 CU. YD. CONCRETE SECTION C-C SECTION D-D VARY BY MMUFACTURER.
FOR USE N GRADES ADJACENT TO CURB ADD 0.469 CU. YD, PER 2 ONE ALL MIC-2 COVERS. P NO WASTE OLOCATION OFRAMS TO ALETTE LETWAYS TERING MAY VARY ETTERING SBYE MUANUFACTURER.
FOR USE IN SAGS WITHOUT GUTTER ADDITIONAL FOOT OF DEPTH. GRATE DETAIL
BOTH SIDES TO BE SYMMETRICAL
`VDOT SPECIFICATION SPECIFICATION �VDOT �VDOT SPECIFICATION SPECIFICATION XVDOT
STANDARD CURB DROP INLET REFERENCE �FEPoDGE STANDARD CURB DROP INLET STANDARD DROP INLET REFERENCE REFERENCE STANDARD INLET AND FRAME COVER
ROAD AND BRIDGE STANDARDS ROAD MO BADGE STMDAROS ROAD MD BRIDGE STANDARDS ROAD MO BRIDGE STANDARDS
SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE MAXIMUM DEPTH (H) - 8' z33 233 12" - 30" PIPES MAXIMUM DEPTH (H) - 6� REVISION DATE SHEET 2 OF 2 SHEET 1 OF 1 REVISION DATE 12�� - 24" PIPES MAXIMUM DEPTH (H) - 10' 233 224 REVISION DATE SHEET TICE 1 J
10q.09 OB/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 1D4.10 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/20 105.01 Z
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PB-I PB-1 EC-1 ES-1
GENERAL NO PROJECTION OF PIPE ABOVE GROUND LINE DETAIL 1 DETAIL 2 B END -SECTION 12" 60" PIPE ALTERNATE END -SECTION 12" - 60" PIPE w\ Q O Q
1. METHOD "N" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE HUB END N CUTLET END -SECTIONS
SPIGOT END N INLET END -SECTION Hill END N OUTLET END -SECTIONS r ,
APPLICABLE HEIGHT N COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS TOP OF FILL TOP DR FILL TOP OF FILL rA
DETAIL 3 SPIGOT RD ON INLET END -SECTION / < V
OTHERWISE NOTED N THE PLANS. � L(.I
2- H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FLASHED GRADE. -_ - A X _ _ X X X J
GROUND LINE _ GROUND LINE = GROUND LINE t EE -
3. b -EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. - A I I _ _ _ _ _ _ _ _ _ r - - - OEr- Q
R m - r •rr rrr - I CONCRETE TO BE CONCRETE TO BEA4000 PSI MINIMUM F _ _ _ _ _ _ _ _ 4000 P51 MINIMUMQCIRCULAR PIPE I rrr rr/ F=11�- -'I rrr rr I III ; T II 'l// iril III"3 L D . WTSIDE DAEEETER OF PIPE. •- EARTH - //J rr-t1 AtA
- - _ - C
II r d rr - 41 r d / ROCK DI r r EARTH I o G
UNYIELDING i J
2. d - INSIDE DIAMETER OF PPE. c « -I I SOIL s LLI
NG
3. X -WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. MATERIAL '^ = PLAN PLAN J m
X. 12" WHERE d IS LESS THAN 36". - _ �I y n T I= B C B uj
J
X . 18" WHERE 0 IS 38" AND GREATER. MIN. M MIN. 1/10 D I '^ ET Q
MIN. 1/10 D 1/10 D - T F P
4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR X D % BEDDING x D X BEDDING L C B
MATERIAL MATERIAL X 0 % I
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PPE) Mp
JO" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15-OR LESS. 1/>" PER O. H B RO
MIN. B", NA%. 24" FOUNDATION SOFT, YIELDING, OR BAR aR sTEE 'A4pk a.)SLoaE
5. REGULAR FOUNDATION
T MATERIAL MAY IN USED IN LIEU OF CLAPS PLASTIC
MATERIAL FOR NORMAL EARTH FOUNDATION OTHERWISE UNSUITABLE MATERIAL FABRIC I STEEL FABRIC REINFORCEMENT 11
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PPE) 30" AND ROCK FOUNDATION REBLGRDFjEN{ _ _ _ J _ - - - - - - - - - - - -
LESS IN DIAMETER WITH HEIGHT OF COVER 15-OR LESS. T ` a
6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER PIPE PROJECTION ABOVE GROUND LINE
SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. I D
GEOTE%TILE -14
ELLIPTICAL PIPE MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x 0 MN. 1.5 x D MIN. 1.5 z D MIN. 1.5 x D FABRIC PAY LINE
1. SI - OUTSIDE SPAN DIMENSION OF PIPE. TOP OF FILL TOP DR FILL TOP OF FILL m FAHGEORIOIXTLE - EEOTECzrL•• - SECTION X-X END VIEW SECTIONNX-X END VIEW
2. S2 - INSIDE SPAR DIMENSION OF PIPE. _ _ = SECTION A -A SECTION A -A SECTION A -A 6 END SECTION DIMENSIONS END SECTION DIMENSIONS
3. R - OUTSIDE RISE DIMENSION OF PIPE. - ; ...... - - PIPE DIAMETER A B C D E PIPE DIAMETER A B C D E
lk
-_K.:4. X - w:::- WIDTH 12 CLASS S2 IS LE S THAN- BEYOND THE E%TREATY OF THE PIPE. - _ }: rrr/ rrr '"""" rrrr rri «iiiiii - - //J///rJr/r Ur//J//Jrr= MN. 3512" WHERE 52 IS LESS THAN 38", i_v :• rr Jr CI - titititititi:15"8"2'-3" 1'-9" 4'-0" -6" 15" 8"2'-3" 3'-G" 8'-1" 2'-0"_ :ti• rr rr .::• rrr rr ; titititititi•.X - tED WHERE 52 IS EE MD GREATER • • 0 GROUND . i : • • • r r GROUND • - r/rrr/rrr rrr/rr/rJ _ GROUND 1892'-3" 1'-9" 4'-0" J'-0" 18" 9" 2'-3" 3'-D" g'-1" 3'-0"
5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL IMY BE 0.1NINAED FOR = •; r LINE INE c 0 -LINE NOTES: 21" 92'-11"'"5•-0" 3'-8" 21" 9" TAT" 3'-2"NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR - :: : - ::::::::;:;:;:; _ _ Y 24q3�_]„ 2�-g�. 6._1,� 4�-p�� 24,E 10�� 3�-p� 2,_g�, g,-3„ 4�-p��LE55 MD HEIGHT OF COVER 15'OR LESS. co
cc
- t. FOR Y0.TPLE LINE NSTILLATDNS, DNENSION S IS TO GOVERN THE PROTECTION 2]" 10 4'-0" 2'-1" 8'-1" 4'-8" 2]" 10 4'-8'-P 4'-8" 6. REGULAR BACKFILL MATERIAL NAY BE USED IN LEU OF CLASS I BACKFLL MATERIAL FOR -- NALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND = EARTH c_ ROCK OR ' OUTSIDE THE CHANNEL WIDTH Mi. 30" 1'-0.. 4'-8" 1'-] e'-1 5'-0" 30.. 1'-0" 4'-e" 1'-7 8'-1 5'-0.. m
HEIGHT OF COVER 15-OR LESS. MIN. 1/10 D / 33" 1'-1 4'-101 2'-31 " 7'-1 " 5'-8" 33" 1'- 4'-XH 3'-J 8'-1 " 5'-6" � <
MIN. 1/10 D % D X BEDDING - 2. N MY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWN-L
PIPE ARCH �,'CE R XI. II ID I I% BEDDING G a BEDDING
AD OR ENOSECTION IS SPECIFIED ON THE PLANS. CONSTRUCTION IS TO BE IN ACCORDANCE 36" 1'-3" 5'-3" 2'-10 8'-1 11 36" 3" 5'-3" 2'-10 8'-1 6'-0" (V %z• PER - SOIL ARM �EMTH 4L, WITH DETAIL 2 SHOWN ABOVE. 42" 1'-8" 5'-3" 2'-11" e'-2" 8'-8" 42" 1'-9" 5'-3" 2'-H" e'-2" e'-B" �/ Ln
MATERIAL MIN. 1/10 D !!(nY
p 4B" 2-10 111 2'-2" e'-2" 7'-0" 48" 2'-0" 8'-0.. 2'-2" e'-2" 7'-0" V
MAX. 24' MATERIAL 3. GEOTEXTLE FABRIC TO BE INSTATED UNDER CLASS A.I. AO II MATERIALS N Q w
FOUNDATION SOFT, YIELDING, OR ACCORDANCE W H THE SPECIFICATIONS.
54" 2'-3" 5'-51, 2'-9 8'-2 " 7'-8" 54" 2'-3" 5'-5' 2'-H" 9'-4" 7'-6"
1. s - SPAN DIMENSION OF PAVE. NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL 80" 2'-11" 5'-0" 3'-3" 8'-3" B. 80" 2'-8" 5'-0" J'-S" e'-3" e'-0" LLI LLJ
GEOTEXTILE 4. 5 DLAWTER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. � O
2. R RISE DNENSION OF PIPE. FABRIC N • DIAMETER OF CIRCULAR CULVERT OR RISEMEIGHT FOR BOX, ELLIPTICAL OR ARCH LENGTH OF PIPE W �Z
3. B • SEE PC-1 TALE FOR APPLICABLE PIPE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT CULVERT, PAY LIE ((�Y
® SECTION 302 OF THE ROAD AND BRIDGE ® NOTES: SECTION B-B i USE TYPICAL SECTION SHOWN N ALMS FOR SIDE SLOPE,BOTTOM WIDTH AND DEPTH SHOULDER C B H- t,/ LLI Q
It
4. x - WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. SPECIFICATIONS. NOTES( z = 02
X
- 12" WHERE S2 IS LESS THAN 36". FOR GENERA. NOTES ON PIPE BEDDING• MAGMUA OURET OF CHANNEL N MATCH EXISTING DITCH OR NATURAL GROUND.
x - 18" WHERE 52 IS 38" MD GREATER CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS TYPE OF OUTLET PROTECTION MATERIAL VELO&T MINIMUM "T„ PIPE LENGTHS SHOWN ON PLMS ME
5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR SPECIWITH FICATIONSECTION 302 OF THE ROAD AND BRIDGE ON SHEET 1 7.0WCR5 GENERAL NOTES (FOR DESIGN STORM) INCHES) BASED ON FT IF
DESIGN SHOWN Q (.I_I U
OUTLET PROTECTION MINUMUM LENGTH (Ll ON THE LEFT, F THE CONTRACTOR ELECTS
NORMAL EARTH FOUNDATINS UNDER ROUTINE ENTRANCE PPE WHERE S IS 35" N REGULAR SECTION
3LL MATERIAL IN ACCORDANCE TO USE THE ALTERNATE DESIGN SHOWN ON
2 FOR PLASTIC PIPE CLAPS I BACKFILL MATERIAL WITH SECTION 302 N THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THETHE RIGHT. LENGTHS WILL BE REDUCED BY
LESS AND HEIGHT OF COVER 151OR LESS. I IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS. CLASS At CLASS AlA10RY PoPRAR 8 Ape B��.x SIZE REQUIREMENTS FOR CRUSHER RUN TYPE A INSTALLATION 3H CULVERT THE OFFERENCE IN DIMENSION "D".
S. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 MD 26 MAY BE CLASS I CLASS I NY RFRAP 14 1" 24
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND USED IN PLACE of CLASS I BACKFILL. TYPE B INSTALLATION 511
HEIGHT OF COVER 15-OR LESS. ""' N ACCORDANCE WITH SECTION 302 OF THE MATERIAL
CLASS I CLASS DRY PoPRAP 19 fpe 36
AND BRIDGE SPECIFICATIONS. SLOPE DETAIL
SPECIFICATION INSTALLATION OF PIPE CULVERTS & STORM SEWERS �VDOT �V�T INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION SPECIFICATION tvmT SPECIFICATION FLARED END SECTION NVDOT N c W REFERENCE REFERENCE REFERENCE REFERENCE
ROAD AND BADGE STANDARDS ROAD AND BRIDGE STMDMDS ROAD AND BRIDGE STANDMDS ROAD AM BRIDGE STANDARDS
204 CULVERT OUTLET PROTECTION
302 GENERAL NOTES REVISION DATE SHEET 1 OF 1 SHEET 1 OF 4 REVISION DATE CIRC. PIPE BEDDING AND BACKFILL - METHOD A 302 245 REVISION DATE SHEET 1 OF 1 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET 1 OF 1 Q
303 303 303 VAGINA DEPARTMENT OF TRANSPORTATION
302
VIRGINIA DEPARTMENT OF TRANSPORTATION U 10].01 07/12 VIRGINIA DRPARTMENT OF TRANSPORTATION 414 11301 VIRGINIA DEPARTMENT OF TRANSPORTATION G2.01 O
2016 ROAD R BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS
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IS-1 ST-1 A CG-12 EC-1 DETAIL 1 DETAIL 2 B O
PERMISSIBLE O
A4CDRROSION RESISTANT GRUBBER N OTHER JOINT ROD ENCASED IN
8, x5 DOWEL,B" LONG o 12" C-C �B DETAIL 3 B
RADIUS
+ N0. 6 GALVANIZED STEEL STEP MATERIAL APPROVED BY THE ENGINEER. MIN.
�'9 • DESIGN)(ESION MAY VARY WITH MANUFACTURER'S m a' M (�1
MATERIAAL RESISTANT ^ 8' I v� A
SHAPE TO ELEVATION '=�>:
/// OF MID -POINT OF 1 0'I 1 ✓+ 3 1 l V ` V
�/ LARGEST PIPE. p4 REINFORCING ROD B T MAXMAN • B
L J TYPICAL DESIGNF M
j• '• SHAPE R TYPICAL SECTION
CONTOUR \
.rA •. OF PIPE I `TRANSITION GUTTER PAN SLOPE �_ J
TO 20:1 THROUGH RAMP LENGTHS B o O
TRANSITION GUTTER MP SLOPE A GUTTER PM MAXIMUM SLOPE 201 L W CD n
�• I t TO 20:1 THROUGH RAMP LENGTH
i I J AIY g'-p" Min. d�-p.� MAX.
4' r 12:1 MO. 4111 MAX.
BACK OF CURB / v J
TYPE A \TMT
• e SLOPE TO DRAIN TO LAVER FABRIC
/ 9 OF OUTLET PPE NOTED: 20 WITH BUFFER STRIP GEOTEXTLE cEOTExr� T O
SECTION A -A 1/" STEPS WILL BE REQUIRED N Nl STRUCTURES WITH A DEPTH OF T MIN' SECTION A -A FABRIC CEOTE%TIIE • C _ y
14' 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. FABRIC
• �': • N/" ALL STEPS SHALL PROTRUDE 41/i' FROM INSIDE FACE OF SECTION A -A SECTION A -A SECTION A -A w U O FSn.�1
TRANSITION BETWEEN : }•.} SIR 3 STRUCTURE WALL. PERMISSIBLE
PIPE DIAMETERS WHEN •e a METHOD OF TREATMENT N DROP INLETS :�: „y,• ,: MAXIMUM STEP SPACING TO BE 16" C-C. CONSTRUCTION
MIN. 3S
DIFFERENT SIZES OF `���Y JOINT
PIPES ARE ENCOUNTERED. STEPS SH WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN
Z'oR EXTENDED 4�/i' FROM THE FACE OF THE SUPPORT. W i I W1 1
STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED NOTES: Q U O uj
FOR THE ENTIRE DEPTH OF MY STRUCTURE. SECTION B-B "
TYPICAL SECTION N PRECAST UNITS STEPS MAY BE CAST IN PLACE. MORTMED EXAMPLE INSTALLATION METHODS - t. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S B TO GOVERN THE PROTECTION
NOES: (DIMENSIONS MAY VARY WITH INTO HOLES PROVIDED BY THE FABRICATOR, N DRIVEN. NOTES) OUTSIDE THE CHARNEL WIDTH M. O
SHAPING OF MANHOLE MD INLET INVERTS IN ACCORDMCE WITH MANUFACTURER'S DESIGN) SEE PLANS FOR LAYOUT
THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAIN r MNtMw DR 3" EMBEDMENT STEPS DIFFERING IN DIMENSINS, CONFIGURATION, OR MATERIALS 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 ID 5.
2. ON MY INSTALLATION SPECIFIED
CULVERT OUTLET RUCTION 6 WHERE NO ACCORDANCE
O
OR ENDSECTION IS SPECIFIED ON THE ALMS, CONSTRUCTION 6 TO BE N ACCORDANCE
ON ALMS N WHERE INVERT OF PIPE IS ABOVE INVERT OF TO INVERT OF FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET 2. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING WITH DETAIL 2 SHOWN ABOVE. W
STRUCTURE. �j OUTLET PPE THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CO WIDE)REQUIREDAT TOP OF CURB AMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW +' ^1
CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CONSTRUCTION. y 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS A,L AND I MATERIALS IN ` V
ARMHOLE A DROP INLET IS TO BE FOALED OR CONSTRUCTED CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AM HAS y =� ACCORDANCE WITH THE SPECIFICATIONS.
IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. n OF SUCH
WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE J. CUTTER PM SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP OPENING JJ GEOTEXTILE
THE INVERT SHAPING AS DETAILED HEREIN IS TO CONSIST DR A v OF SUCH STEPS. I. DIACONAL PLACEMENT IS NOT PERMITTED. �¢ 3 4. S -DIAMETER OF CIRCULAR CULVERT N SPAN FOR BOX ELLIPTICAL OR MACH CULVERT.
PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS MDR 3 N FABRIC H - DIAMETER OF CIRCULAR CULVERT N RISEAHEIGR FOR BOX. EWPTIpAI OR ARCH
CLASS Cl EXCEPT THAT 25Z OF COARSE AGGREGATE NAY BE ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT N N CULVERT. w
UP TO 4C N DIME OR BROKEN
CONSIST CONCRETE STONE, BROKEN BRICK, _ A;< SURFACES SUCH AS BUT NOT LIMITED TO• CORRUGATED KNURLED, VI �O SECTION B-B y
SHAD L BE OLNEFFTT SMOOTH BBY MENS H00TROWELLING SURFACE
I I I M) ? ..: i"'t,: OR DIMPLED SURFACES. O a V i USE TYPICAL SECTION SHOWN N PLANS FOR SIDE SLOPE,BOTTN WIDTH AND DEPTH
'K b MAXIMUM OUTLET OF CHANNEL N MATCH EXISTING DITCH OR NATURAL GROUND.
OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. .4. - ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH (�
4 TYPE OF OUTLET PROTECTION MATERIAL VELOCITY MINIMUM T' 'u
DETAILS OF INVERT SHAPING AS SHOWN HEREON ME FOR EXAMPLE - • • THAT B221, ALLOY HE ST5. CROSSW K (INCHES) GO
PURPOSES ONLY. EACH ARMHOLE HO DROP INLET IS TO F BE SHAPED - THAT PORTION OF THE STEP ENCASED IN EVENT SHALL BE (FOR DESIGN STORM)
INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET `lR0 UNIFORMLY COATED WITH A BITUMIMNS, SOLVENT TYPE, ASBESTOS CROSSWALK H OUTLET PROTECTION MINIMUM LENGTH 0"
CONFIGURATION AND FLOW LINES. * 4 FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL
SECTION B-B SPECIFICATION TC-C-00498A. TYPICAL PLACEMENT cLAss Al aAss Al DRY PoPRAP a ry a m
'wk TYPICAL PLACEMENT AT INTERSECTION TYPE A INSTALLATION 3H =
PLAN CLASS I CLASS I DRY RPRAR 14 rpe 24 `m
TYPE B INSTALLATION 5H
METHOD OF TREATMENT IN MANHOLES ALUMINUM STEP AT INTERSECTION WITHIN CROSSWALK a
WITHIN CROSSWALK (WITH BUFFER STRIP) DI -Ass I CLASS DRY RPRAP 19 1, 36 7
`VDOT SPEDIFICATIN SPECIFICATION VDOT SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. VDOT SPECIFICATION VDDT N
STANDARD METHOD OF SHAPING REFERENCE REFERENCE ` REFERENCE CG-1Z DETECTABLE WARNING SURFACE ` REFERENCE ` c
ROAD AND BRIDGE STMOARDS STANDARD STEP ROM AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS 204 CULVERT OUTLET PROTECTION ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS REVISION DATE SHEET 1 OF 1 105 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE SHEET 2 OF 5 245 REVISION DATE SHEET 1 OF I
302 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 303 VIRGINIA DEPARTMENT OF TRANSPORTATIONQ
106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.09 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 04/19 204.02 ♦74 113.01
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