HomeMy WebLinkAboutSUB202100115 Plan - Revision 2021-10-22SHEET INDEX
(ACSA PLAN SET)
Sheet Number
• ••COVER
••GENERAL
NOTES
••
OVERALL LAYOUT
•1 -C3.03
EXISTING CONDITIONS
•• •GRADING,
DRAINAGEITT
11
SIT-
* CROSSED OUT SHEETS CAN BE FOUND IN WPO AND/OR ROAD PLANS.
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 LN
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
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OWNER
WORRELL LAND AND DEVELOPMENT COMPANY LC
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POST OFFICE BOX 5386
CHARLOTTESVILLE, VIRGINIA 22905
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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 P.E.
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. H..
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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I ADJUSTABLE TRAFFIC RATED
II VALVE BOX W/ LID
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WATER
LINE
4
2500 P.S.I.
CONCRETE
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THRUST 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
TD-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 WATI;RLINES SMALLER THAjjd 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,
4000 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. AASEP
EDEPTH OF CURB 3" IAY BE REDUCED
M DEPTH) OR INCREASEDMCH
UCH AS
3" (21" DTH)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 AD
NO 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 REQUIREMENTS 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
BASE
SUBBASE
CG-2
REFERENCE I STANDARD 611 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-6
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 CURB)
SHALL BE PAD FOR AS RADIAL COMBINATION
CURB 6 GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE
LAYER, THE BOTTOM OF THE CURB L GUTTER
SHALL BE CONSTRUCTED PARALLEL TO 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
,
• D,
D
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o D
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A
BE CONCRETE
OF THE CONTRACTOR
SPECIF� `VCiCTF
REFERENCE COMBINATION 6" CURB AND GUTTER ROM AND 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.
1/8 BEND COUPLING / \
/ 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�l -"mce As
�,i :4i•��,"' NECESSARY
K�
SAND OR DUST UNDER--S2:�Y`.!k,. 'S� q' DIpMEIER GRAIN PIPE, 12'
BOX AND SEi1ER (2-INCH LONG STONE ROCKET, MT
MINIM %TO," ,4 L" ° S ' .A�I?3',Ka`• SPEC. No.. 57 AGGREGATE UM THICKNESS) yys.jyAiA.,y i.:.»o3>K `a 203,
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NTS
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PLAN SHEET KEY
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
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LEGEND: / r
BP = BRADFORD PEAR TREE PVC = POLYVINYL CHLORIDE
BPP = BLACK PLASTIC PIPE RCP = REINFORCED CONCRETE PIPE
BIR = BIRCH TREE SP = SIGNAL POLE
CO = CLEAN OUT SYC = SYCAMORE TREE
CED = CEDAR TREE S = SIGN
COMM = COMMUNICATION
SSMH -SANITARY MANHOLE
CM = CREPE MYRTLE TREE SDMH = STORM DRAIN MANHOLE
CMP = CORRUGATED METAL PIPE TP = TELEPHONE PEDESTAL
DIP = DUCTILE IRON PIPE TVP = TELEVISION PEDESTAL
FH = FIRE HYDRANT TW = TOP OF WALL
GV = GAS VALVE TREE = UNKNOWN SPECIES
GNDL = GROUND LIGH WLO = WILLOW TREE
GINKGO = GINKGO TREE WM = WATER METER
GUM = GUM TREE WV = WATER VALVE
HH = HANDHOLD 12TREE25 = 12" TREE 25' CROWN SPREAD
HEM = HEMLOCK TREE +480.50 = SPOT ELEVATION
HOL = HOLLY TREE
ICV = IRRIGATION CONTROL VALVE G = GAS LINE
IS = IRON SET E = ELECTRIC LINE
IF = IRON FOUND 5 = SEWER LINE
JM = JAPANESE MAPLE TREE = STORM DRAINAGE LINE
LP = LIGHT POLE w = WATERLINE UTILITY
LOC = LOCUST TREE a = COMMUNICATION LINE
MAP = MAPLE TREE T. = TELEPHONE LINE
OHC = OVERHEAD COMMUNICATION a - = FIBER OPTIC LINE
OHE = OVERHEAD ELECTRIC
SURVEY CONTROL
lkL1bI��[11l:il:�i.�
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
115OO2O7.343OO
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
SURVEY DATE: OCTOBER 31,2019 T-19287285
3897578.77400
11499497.20700
527.27
NAVD '88 VERTICAL DATUM T-19287405
3897323.76600
11499574.92900
536.53
20
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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
����������� E TELEPHONE LINE T-19287285 3897578.77400 11499497.20700 527.27
MAP = MAPLE TREE
11 _ 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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LEGEND: suRVEv CONTROL . D°Y`0: d "4::
PLAN SHEET KEY BP = BRADFORD PEAR TREE PVC =POLYVINYL CHLORIDE tioe:%. g
BPP = BLACK PLASTIC PIPE RCP = REINFORCED CONCRETE PIPE NAME NORTH EAST ELEVATION * ';. �° I I - .:...'_:'.': �
d. : ..m...............
BIR = BIRCH TREE SP = SIGNAL POLE n......... -
-� CO =CLEAN OUT SYC =SYCAMORE TREE T-18318001 3896684.28600 11499899.30400 529.59 }��a.d I''
CED =CEDAR TREE S =SIGN 'e` `m°, c`a
T-18318335 3897031.47800 11500126.57700 483.06
� COMM = COMMUNICATION SSMH = SANITARY MANHOLE T-18318336 3896788.28800 11500218.44700 485.83 00
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'
DIP =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 1'1
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
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
ICV = HOLLY TREE �,GAS LINE T-19282692 3896950.01800 11499620.27700 533.47
I'll., t'�' r ICV =IRRIGATION CONTROL VALVE
r IS = IRON SET S = ELECTRIC LINE Innovation. Integrity. Vision. T-19284075 3897427.78100 11499790.60700 529.60
•t• �-= SEWER LINE
IF = IRON FOUND p = 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
CHARLOTTESVILLE, VIRGINIA 22901
a LP = LIGHT POLE �= WATERLINE T-19285218 3897171.28200 11500209.76200 527.27
LOC =LOCUST TREE � =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
Scale: 1 tt = 5001 OHC = OVERHEAD COMMUNICATION w- = FIBER OPTIC LINE www.lincolnsurveying.com HORIZONTAL SCALE
OHE = OVERHEAD ELECTRIC
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PLAN SHEET KEY
Scale: 1 " = 500'
STORM SEWER STRUCTURE TABLE
STRUCTURE
DETAILS
PIPES IN
PIPES OUT
1-1
RIM = 517.45
12"
INV OUT=513.62 (NW)
DI-3B, L=8'
H = 3.82
1-2
DI-3B, L=8'
RIM = 517.38
H = 4.97
121,
INV IN=512.51 (SE)
15"
INV OUT=512.41 (W)
2-1
ES-1 (12")
RIM = 526.59
H = 2.01
12"
INV IN=524.57 (NE)
2-2
RIM = 528.00
12"
INV OUT=524.84 (SW)
DI-1
H = 3.16
3-1
RIM = 520.98
15"
INV IN=519.05 (SW)
ES-1 (15")
H = 1.94
3-2
RIM = 523.28
15"
INV IN=519.33 (SW)
15"
INV OUT=519.23 (NE)
3-3
DI-3C,
RIM = 523.31
15"
INV OUT=519.68 (NE)
L=10'
H = 3.63
4-1
ES-1 (15")
RIM = 497.46
H = 1.94
15"
INV IN=495.52 (NW)
4-2
RIM = 503.56
15"
INV IN=499.26 (NW)
15"
INV OUT=496.11 (SE)
4-3
RIM = 504.20
15"
INV OUT=499.95 (SE)
DI-313, L=6'
H = 4.25
5-1
RIM = 483.86
12"
INV IN=482.00 (SW)
ES-1 (12")
H = 1.86
5-2
RIM = 489.38
12"
INV OUT=482.98 (NE)
DI-313, L=8'
H = 6.40
6-1
ES-1 (18")
RIM = 476121
H = 2.2
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 = 478.26
15"
INV OUT=474.47 (NW)
DI-3C, L=6'
H = 3.79
PIPE TABLE
FROM
STRUCTURE
TO
STRUCTURE
SIZE
LENGTH
SLOPE
MATERIAL
1-1
1-2
12"
27.82'
4.0%
RCP CLIII
2-2
2-1
12"
44.23'
0.6%
RCP CLIII
3-1
3-2
15"
15.84'
1.1%
RCP CLIII
3-2
3-3
15"
28.00'
1.2%
RCP CLIII
4-1
4-2
15"
40.58'
1.5%
RCP CLIII
4-3
4-2
15"
33.52'
2.1%
RCP CLIII
5-1
5-2
12"
48.04'
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
15"
38.12'
1.2%
RCP CLIII
HEAVY PAVEMENT
(MAIN ACCESS DRIVES)
NOT TO SCALE
2" SM-9.5A ASPHALT
2" IM-19.OA ASPHALT
8" 21-B STONE
GENERAL NOTE:
TO BE INSTALLED IN TS
ACCORDANCE WITH
THE VA. EROSION AND pS
SEDIMENT CONTROL
HANDBOOK (TYP.) TO
TO BE INSTALLED IN TS ACCORDANCE WITH /�//�,//� /
THE VA. EROSION AND p5
SEDIMENT (TYP.)
HANDBOOKK TYP.P.TO
TIE TO
EXISTING)
GROUND
1. DESIGN SPEED USED FOR PROPOSED ROAD = 25 MPH.
TIE TOJ
EXISTING
GROUND
VDOT STD CG-6
2% MAX
12' LANE
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HEAVY PAVEMENT (SEE J o a
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NOT TO SCALE
2 4.0'
0.5'�
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2.0'
10' LANE
s'
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HEAVY PAVEMENT (SEE o a
VDOT STD CG-6 DETAIL, THIS SHEET) U m
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(REFER TO SHEETS C6.00 TO C6.02 FOR DIMENSIONS ALONG DRIVEWAYS AND CG-6 LOCATIONS)
NOT TO SCALE
0
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TS TO BE INSTALLED IN
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TO BE INSTALLED IN
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PLAN SHEET KEY
Scale: 1 " = 500'
WORRELL LAND AND DEVELOPMENT COMPANY LC
TMP 78-2OC6
25,2=RES
PARCEL D
3.9t ACRE<,
PCC: 7+57.:
TC484.
FL484.
I /
I /
PRC: 7+11.98
c9 °" 9sF ,F �
p`92/fC487.17
v2 <' 9F` I / FL486.67
A9S S FT I
. 0
T I 1
J \
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co^pe�
PCC: 6+57.78
/ I I TC494.14
/ I FL4941
/
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l "vO I I
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/
10
RIP -RAP EC-1 TYPE Al o0 % /� / PARCEL A
/ 3.0 CYD OVER FILTER GT tic l 2.0t ACRES
FABRIC BASE LAYER 06. 9's Y
l 991� Fq BOLLARDS TO NOT BE 1
PCC: /8+87.32 oO49c99 IN CONFLICT WITH
CORE DRILL 6" PVC 6-1 s9e�2F PROPOSED WATERLINE
SANITARY SEWER 7 ' I r
JERAL AND INSTALL 6_2 / y'�'9/ \ CG-12 (TYP)
FLEXIBLE BOOT TO /'�8s2 1
EXISTING MANHOLE / TC478.54 Tca7a.7s rCa7883 .`\t: • ,J \ \
� � \
/ FL478.04 FL478.26 FL478.83 - J / ) 1 \ CP \ a
NFIRM 8" SANITARY PCC: 8+69.99 • os / 1 \ \ �r
LATERAL LOCATION. • r�
TEND WITH 8" PVC 1" DOMESTIC
AND CLEANOUT.O WATERLINE
9+00 _ \ 7y (POLYETHYLENE)
i •
4 Ccl? \
• TC478.20 �,• r \
NN • FL477.70 TC478.90 . \
TC478.50 _ 6-3 FL478.90
FL478.00 i � � _ _ \ ,� \ /°XO � 10+11.54
•
30.78 LF OF 6" PVC/// TC484.17 \
SANITARY SEWER LATERAL / \ \ \ \ \ FL483.67
AND CAP (S=0.45%) / - oL s �s \ \ \ \ \
INV. IN= 473.89 6� �� Arc\ \ \ \ \ \t I \ EP: 10+48.04
INV. OUT= 473.75
1" COPPER
(SEE NOTE #2, THIS SHEET) I ' I I 22 I \� N \ \ \ \ so
Q� T \ WATER LINE
TC484.3
FL4 CP8.
\ 'o \ 1" GATE VALVE AND
\ \ 4t v0 FL488 9 AIR RELEASE VALVE
TC486.2 / / / / / \ \ \ ,� \\ \ \ \\ \� EX487.94 ,
FLa85 CONNECT TO EXISTING / I / \ \ \ TC488.39 WATER
ER EXISTING
WATER SERVICE LINE I ( \ \ \ \ \ \ \ \ \\ \ FL487.89 / \ WATER SERVICE LINE 1
6.0 v / / / \ \\\� \\\\\ \�.\\\\ \\ \ / \ / WITH 5/8" WATER
486 1 / / A \ \ \ \\ \ \\\\\ \ \1 ) _ \ METER AND YOKE
3 5-1 I I / I \ 020
\ \
ss
I LEVEL SPREADER \ \ \\ \ \ \\\ \\ \ \ A
\
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\ 9
oe o<� otio
I°ss'F
s9oF��P
\ T I
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8" GATE VALVE q C&I
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l
REMOVE CAP, EXTEND /
8" MAIN AND INSTALL
1" CORPORATION STOP _
(SEE NOTE #1,
THIS SHEET) \
I p I
• (L=10', W=8', D=0.5') \ \
w RIP -RAP EC-1 TYPE \ \ \ \
I / Al 2 CYD OVER FILTER I \ \ \, \1 1 1 . \\ \\\ \ \\\
TC503.19 I � l 1 \ \ \ \ \ \ �' \• \. /
FABRIC BASE LAYER I .O \ �
FL502.69� - ' s O \ V A \ \ ( V�®`O
5-2 /jj 27cs l 1 \ \ \' / / \ VQ
TC�4,Q4.5
91;�5 FL 7
+65.51 6+00
-1' 96.11
F 96.11 /
TC503.25 / !•; j / I� A R C E L a 6
FL502.75 �o w' /9gs/ 40 S
/
/ l � / � �� / e INS PAVIL PON PROPERTIES 661 FOUR LL
D.B. 05276 P. 0427-00431
0
/ g
Co
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LEVEL SPREADER
(L=10', W=8', D=0.5')
w/RIP-RAP EC-1 TYPE
Al 2 CYD OVER FILTER
FABRIC BASE LAYER
UTILITY SERVICE NOTES:
1. 8" WATER MAIN SHALL BE PRESSURE TESTED AND
DISINFECTED BEFORE ANY CONNECTION IS MADE.
2. 6" SANITARY SEWER LATERAL TO BE INSTALLED
WITH CAP FOR FUTURE CONNECTION IF EXISTING
SEPTIC TANK THAT SERVES RESIDENTIAL
STRUCTURE IN PARCEL 'W' REACHES FAILURE.
#355 WORRELL DR STRUCTURE NOTES:
1. STRUCTURE USE: RESIDENTIAL
2. FIXTURE COUNT;
• 3 SINKS
• 2 TOILETS
3. #355 WORRELL DRIVE STRUCTURE IS CURRENTLY
CONNECTED TO A PRIVATE SEPTIC SYSTEM.
Q s..�o\\\\\\\ \ �m� \ ��
I°c'ss \ �
9AQ �LdM'W
III�1os a
m Co 1 11A\ \\ \I %c „ / / 9 / v
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93
es\
20 0 20
HORIZONTAL SCALE
STORM SEWER
STRUCTURE TABLE
STRUCTURE
DETAILS
PIPES IN
PIPES OUT
1-1
RIM
= 517.45
12"
INV OUT=513.62 (NW)
DI-3B, L=8'
H
= 3.82
1-2
DI-3B, L=8'
RIM
H
= 517.38
= 4.97
12" INV IN
=512.51 (SE)
15"
INV OUT=512.41 (W)
2-1
ES-1 (12")
RIM
H
= 526.59
= 2.01
12" INV IN
=524.57 (NE)
2-2
RIM
= 528.00
12"
INV OUT=524.84 (SW)
DI-1
H
= 3.16
3-1
ES-1 (15")
RIM
H
= 520.98
= 1.94
15" INV IN
=519.05 (SW)
3-2
RIM
= 523.28
15" INV IN
=519.33 (SW)
15"
INV OUT=519.23 (NE)
DI-3C, L=6'
H
= 4.05
3-3
DI-3C,
RIM
= 523.31
15"
INV OUT=519.68 (NE)
L=10'
H
= 3.63
4-1
ES-1 (15")
RIM
H
= 497.46
= 1.94
15" INV IN
=495.52 (NW)
4-2
DI-3B, L=6'
RIM
H
= 503.56
= 7.45
15" INV IN
=499.26 (NW)
15"
INV OUT=496.11 (SE)
4-3
RIM
= 504.20
15"
INV OUT=499.95 (SE)
DI-3B, L=6'
H
= 4.25
5-1
ES-1 (12")
RIM
H
= 483.86
= 1.86
12" INV IN
=482.00 (SW)
5-2
RIM
= 489.38
12"
INV OUT=482.98 (NE)
DI-3B, L=8'
H
= 6.40
6-1
ES-1 (18")
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
= 478.26
15"
INV OUT=474.47 (NW)
DI-3C, L=6'
H
= 3.79
,I
I
9,
0 8
PIPE TABLE
FROM
STRUCTURE
TO
STRUCTURE
SIZE
LENGTH
SLOPE
MATERIAL
1-1
1-2
12"
27.82'
4.0%
RCP CLIII
2-2
2-1
12"
44.23'
0.6%
RCP CLIII
3-1
1 3-2
15"
1 15.84'
1.1%
1 RCP CLIII
3-2
3-3
15"
28.00'
1.2%
RCP CLIII
4-1
4-2
15"
40.58'
1.5%
RCP CLIII
4-3
4-2
15"
33.52'
2.1 %
RCP CLIII
5-1
5-2
12"
48.04'
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
15"
38.12'
1.2%
RCP CLIII
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Q0 ` LAYER
PLAN SHEET KEY
PIPE TABLE
FROM
STRUCTURE
TO
STRUCTURE
SIZE
LENGTH
SLOPE
MATERIAL
1-1
1-2
12"
27.82'
4.0%
RCP CLIII
2-2
2-1
12"
44.23'
0.6%
RCP CLIII
3-1
3-2
15"
15.84'
1.1%
RCP CLIII
3-2
3-3
15"
1 28.00'
1.2%
RCP CLIII
4-1
4-2
15"
40.58'
1.5%
RCP CLIII
4-3
4-2
15"
33.52'
2.1 %
RCP CLIII
5-1
5-2
12"
48.04'
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
15"
38.12'
1.2%
RCP CLIII
STORM SEWER STRUCTURE TABLE
STRUCTURE
DETAILS
PIPES IN
PIPES OUT
1-1
RIM = 517.45
12"
INV OUT=513.62 (NW)
DI-313, L=8'
H = 3.82
1-2
RIM = 5.9.
12^
INV IN=512.51 (SE)
15"
INV OUT=512.41 (W)
2-1
RIM = 526'59
121.
INV IN=524.57 (NE)
ES-1 (12")
H = 2.01
2-2
RIM = 528.00
12"
INV OUT=524.84 (SW)
DI-1
H = 3.16
3-1
ES-1 (15")
RIM = 520.98
H = 1.94
15"
INV IN=519.05 (SW)
3-2
RIM = 523.28
15"
INV IN=519.33 (SW)
15"
INV OUT=519.23 (NE)
DI-3C, L=6'
H = 4.05
3-3
DI-3C,
RIM = 523.31
15"
INV OUT=519.68 (NE)
L=10'
H = 3.63
4-1
RIM = 497.46
15"
INV IN=495.52 (NW)
ES-1 (15")
H = 1.94
4-2
DI-31B, L=6'
RIM = 503.56
H = 7.45
15"
INV IN=499.26 (NW)
15"
INV OUT=496.11 (SE)
4-3
RIM = 504.20
15"
INV OUT=499.95 (SE)
DI-31B, L=6'
H = 4.25
5-1
ES-1 (12")
RIM = 483.86
H = 1.86
12"
INV IN=482.00 (SW)
5-2
RIM = 489.38
12"
INV OUT=482.98 (NE)
DI-31B, L=8'
H = 6.40
6-1
ES-1 (18")
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 = 478.26
15"
INV OUT=474.47 (NW)
DI-3C9 L=6'
H = 3.79
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