HomeMy WebLinkAboutSDP201400006 Plan - Approved Minor Amendment 2014-10-17WE 0
W
WATER LINE (EX. / PROP.)
WV® WMO
WATER VALVE / METER
FHA--
FIRE HYDRANT
YH-&
YARD HYDRANT
BOA®
BLOW -OFF ASSEMBLY
SS
SANITARY SEWER LINE (EX. / PROP.)
CO o
CLEANOUT
MH-
MANHOLE
SD—
STORM LINE (EX. / PROP.)
DI �
STORM INLET
YD ®
YARD DRAIN
DSo
DOWNSPOUT
G
GAS LINE (EX. / PROP.)
GV® GMO
GAS VALVE / METER
OHE
OVERHEAD ELECTRIC (EX. / PROP.)
UGE
UNDERGROUND ELECTRIC (EX. / PROP.)
PPO
POWER POLE
LP*
LIGHT POLE
GUYd
GUY WIRE
EM=
ELECTRIC METER
0
TRANSFORMER
OHT
OVERHEAD COMMUNICATIONS (EX. / PROP.)
UGT
UNDERGROUND COMMUNICATIONS (EX. / PROP.)
PED❑
UTILITY PEDESTAL
SWM / DWM o 16-6
SINGLE / DOUBLE WATER METER
GV M
GATE VALVE
BOA o
BLOW OFF ASSEMBLY
— - - — - - --
BOUNDARY / RIGHT -OF -WAY LINE
I.F.
IRON PIN FOUND
I.S.
IRON PIN SET
— — — — — —
SETBACK LINE
- — — — — — — -
EASEMENT LIMITS
—
CENTERLINE
670
CONTOUR LINE (EX. / PROP.)
X3:1 -- E- 2.50 1/6-
DEGREE / DIRECTION OF SLOPE
479.70+
SPOT ELEVATION
HP
HIGH POINT
LP
LOW POINT
- — -
DITCH / SWALE
_ _ =
WATER COURSE
BM*
BENCHMARK
CG -2
VDOT STD. HEADER CURB
CG -6
VDOT STD. CURB & GUTTER
CG -12
VDOT STD. HANDICAP RAMP
HC
HANDICAP PARKING SYMBOL
DIP
DUCTILE IRON PIPE
RCP
REINFORCED CONCRETE PIPE
CMP
CORRUGATED METAL PIPE
PVC
POLYVINYLCH LORI DE PIPE
HDIPE
HIGH - DENSITY POLYETHYLINE PIPE
VC
VITRIFIED CLAY PIPE
FFE
FINISHED FLOOR ELEVATION
TBR
TO BE REMOVED
TBT
TO BE TRANSPLANTED
TBS
TO BE SAVED
I "11I
N&A
F.,...,...,
...
SHEET _ -II
SHEETS 12-13
LAYOUT PLAN"
.: ,
1VISPA SUBMISSION
SEE SHEETS INDEXED TO THE ]LEFT
2 04/18/14
COUNTY COMMENTS
SEE SHEETS INDEXED TO THE LEFT
3 10/03/14
SHEETS 19-23
SHEET _'I
GRADING, DRAINAGE AND ROAD PLANS'
INLET DRAINAGE AREA MAP
SHEET 26
SHEET 27-30
tlh
DRAINAGE COMPUTATIONS
STORM DRAIN PROFILES
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SHEET 43
SHEETS 44-48
r An
LANDSCAPE DETAILS
SUPPLEMENTAL L`. D 'P .AN
u. T Tr- 1f- % ,Tj� i it , TIT A X
SHEETS 51-55
SHEETS n -__
UTILITY PLAN
WATERLINE PROFILES
A
SANITARY SEWER PROFILES
WATERLINE DI. ` 11.S
SANITARY SEWER DETAILS
A.. . ...... . ....
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VICINITY MA]LD
F9= 60'
" "I I" 11_1711 "I
ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg,VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
JANUA71DNY 21, 2014
00
1 I CSI
SHEET 2
SHEET3
SHEET4
SHEET
NOTES AND PROJECT DATA
EXISTING CONDITIONS AND DEMOLITION PLAN
OVERALL I. P
OVERALL PHASING PLAN,
SHEET _ -II
SHEETS 12-13
LAYOUT PLAN"
.: ,
1VISPA SUBMISSION
SEE SHEETS INDEXED TO THE ]LEFT
2 04/18/14
COUNTY COMMENTS
SEE SHEETS INDEXED TO THE LEFT
3 10/03/14
SHEETS 19-23
SHEET _'I
GRADING, DRAINAGE AND ROAD PLANS'
INLET DRAINAGE AREA MAP
SHEET 26
SHEET 27-30
tlh
DRAINAGE COMPUTATIONS
STORM DRAIN PROFILES
.,AAA .I,,., IMi l:iL, .,kNOI.I,.,L %AL . a
�
SHEET 43
SHEETS 44-48
r An
LANDSCAPE DETAILS
SUPPLEMENTAL L`. D 'P .AN
u. T Tr- 1f- % ,Tj� i it , TIT A X
SHEETS 51-55
SHEETS n -__
UTILITY PLAN
WATERLINE PROFILES
SHEET 59-60
SHEET nl
SHEET 62
SANITARY SEWER PROFILES
WATERLINE DI. ` 11.S
SANITARY SEWER DETAILS
NOTE: SHEETS 11, 13, 23, 2% 30, 42148, 55 ARE ALSO OMITTED WITH THE MS]PA FOR
]PHASE 2.
SEAL
�VTH OF 7
t`
ran in
°7•, Lic. No,. 35326 W
sIONA L
PLANNING/
jLxEVISIONS
REV DATE DESCRIPTION SHEETS REVISED
0 05/27/08
INITIAL APPROVAL (SDP #200800066)
ALL
1 01/21/14
1VISPA SUBMISSION
SEE SHEETS INDEXED TO THE ]LEFT
2 04/18/14
COUNTY COMMENTS
SEE SHEETS INDEXED TO THE LEFT
3 10/03/14
CO./ACSA COMMENTS /FINAL FOR SIGNATURE
SEE SHEETS INDEXED TO THE LEFT
PERFORMANCE STANDARDS:
1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR
INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR
AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND
IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED
WITH SPECIFIED IMPROVEMENTS.
2. CALL MISS UTILITY (1- 800 - 552 -7001) PRIOR TO ANY LAND DISTURBING ACTIVITY, UTILITIES SHOWN ON THESE PLANS ARE
REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD
CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON - EXISTENCE OF
CERTAIN UNDERGROUND FEATURES.
3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND
SCHEDULE / ATTEND ALL REQUIRED PRE - CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL
BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN
APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES.
4. THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER
TRADES ON -SITE.
5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER
EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY,
AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE
WRITTEN CONSENT OF THE ENGINEER.
6. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT
ACCEPTABLE. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE
ARCHITECTURAL DESIGN MANY TIMES CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL INFORMATION
REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF
ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT
WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE.
7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO
THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL
MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY
DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK.
8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS
AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE /
SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR
WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING
CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN,
ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY
AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER
THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING
CONSTRUCTION UNLESS IT IS DUE TO TO THE SO LE NEGLIGENCE G G ENCE OF THE OWNER OR ENGINEER.
9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO
COMMENCING IN G G RADI N G OF THE S ITE. AL SO
THE CONTRACTOR TOR SHALL INS T ALL ALL SEDIMENT AND EROSION CONTROL
MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES.
10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO
NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED
TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH
REPAIR AND RESTORATION OF SERVICE.
11.ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM
DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE
ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR.
12.USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL
OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL
OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED, USE OF EXPLOSIVES SHALL
BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS.
13. 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.
14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF
THE REQUIRED PRE - CONSTRUCTION CONFERENCE.
QUALITATIVE STANDARDS:
1. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE
EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY.
2. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE
STRUCTURE.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND INASMUCH AS IS POSSIBLE SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE
PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF
EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL
BOND.
4. ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS
2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE
ACHIEVED. ALL SLOPES GREATER THAN 3:1 SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT.
5. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY
AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL PAVING AND DRAINAGE- RELATED MATERIALS AND CONSTRUCTION SHALL. CONFORM TO CURRENT SPECIFICATIONS
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE
APPROVED BY ENGINEER.
7. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS.
8. FOR SPECIFICS REGARDING SPECIALTY PAVING (IF ANY) REFER TO DETAILS.
9. ALL CURBING SHALL BE VDOT STANDARD CG -2, UNLESS OTHERWISE NOTED. ALL PARKING SPACES MARKED "HC" ARE
TO BE DESIGNATED FOR HANDICAP PARKING VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18' AND
ADJACENT TO A 5'X 18' PAINT -OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 11' X 18' AND ADJACENT TO 5'X 18'
PAINT -OUT AISLE.
10. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 4'.
11. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY
PARKING SPACES.
12. PERPENDICULAR PARKING TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16' WHERE
AN OVERHANG IS POSSIBLE.
13. PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.
14. LOADING SPACES TO BE 12'x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED..
15. UNLESS OTHERWISE SPECIFIED, ALL TWO -WAY TRAVELWAYS SHALL BE 24' WIDE. ONE -WAY TRAVELWAYS SHALL BE 12'
WIDE.
0
IN ANY DIRECTION. HANDICAPPED 16. PARKING AREAS ARE
NOT TO EXCEED 5% GRADE PA RKING AREAS ARE NOT TO EXCEED
2% IN ANY DIRECTION.
17. DUMPSTER PADS TO BE MINIMUM 10'x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING,
18. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE,
4" 21 -A STONE BASE, WITH UNDERDRAINS (UD -4, ETC.) PER VDOT STANDARDS.
19. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS
AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N -12 OR EQUAL
W /VDOT STANDARD PB -1 BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 401.
20. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K'
COPPER TUBING.
21. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM.
22. ALL PARKING LOT TRAVELWAYS SHALL BE 24' WIDE UNLESS OTHERWISE NOTED ON PLANS.
WATER AND SEWER:
1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ASCA) INSPECTORS. THE
CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF
THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON
THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN
INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND
SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED
DESCRIPTION.
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 (3) FEET OF COVER MEASURED FROM THE TOP OF THE PIPE
OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES,
ETC.
7. ALL WATER 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 NO -LEAD REGULATION REGARDING BRASS FITTINGS
EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
11.AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS
SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT
PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY /COUNTY REQUIREMENTS AS SPECIFIED
LATEST EDITION CHECKLIST.
ALBEMARLE COUNTY ENGINEERING 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 SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE 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).
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS:
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
IL BR OF 10 OR GREATER I NOT OBTAINABLE A REVISED PAVEMENT
SUBMITTED TO THE COUNTY. IF A SUBGRADE SO C S ,
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 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.
SI JL E- SIDJLeCI IC NOTES: OTES:
1. THE SUBJECT PROPERTY LIES IN THE DEVELOPMENT AREA AND IS NOT WITHIN A RESERVOIR WATERSHED.
2. THE SUBJECT SITE IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. IT IS IN ZONE'X' AS NOTED ON FIRM #51003CO140D
(PANEL 140 OF 575), DATED FEBRUARY 4, 2005.
3. RUNOFF FROM THE SUBJECT SITE WILL CONTINUE TO FLOW TOWARD 'THE POWELL CREEK THROUGH THE
RETROFITTED ON -SITE POND.STORMWATER DETENTION AND QUALITY MEASURES ARE PROPOSED AT THAT LOCATION.
4. OFF -SITE RUNOFF FLOWS THROUGH THE SUBJECT SITE WITHIN NATURAL DRAINAGEWAYS. OFF -SITE RUNOFF IS FROM
PUBLIC LANDS, THEREFORE DRAINAGE EASEMENTS ARE REQUIRED. BOTH STORMWATER DETENTION AND QUALITY
ARE TO BE ACCOMMODATED ON -SITE IN THE RETROFITTED POND.
5. THE EXISTING VEGETATION OF THE SUBJECT SITE IS PREDOMINANTLY OPEN PASTURE WITH SOME PERIMETER AND
SPECIMEN MATURE HARDWOOD TREES.
6. ROADS WITHIN THE PROJECT SHALL BE BOTH PRIVATE AND PUBLIC. THE FOLLOWNG ROAD NAMES CORRESPOND TO
THE ROAD NAMES ON THE APPLICATION PLAN. THESE NAMES HAVE BEEN RESERVED AND /OR ASSIGNED BY E -911
SERVICES:
W= WILLOW GLEN DRIVE (PUBLIC)
'B'= PRESTWICK GLEN DRIVE (PUBLIC)
'C'= HEATHROW GLEN CIRCLE (PUBLIC)
'D'= SHANNON GLEN COURT (PUBLIC)
'E'= TRUDEAU COURT (PRIVATE)
'F' = HARTSFIELD COURT (PRIVATE)
'G'= TEMPELHOF COURT (PRIVATE)
7. ALL INTERNAL ACCESSWAYS ARE TO BE BOTH PUBLIC AND PRIVATE. THOSE PUBLIC SHALL RESIDE WITHIN A PUBLIC
RIGHT -OF -WAY. (WIDTHS VARY) - SEE PLANS.
8. ALL DRIVEWAYS SHALL CONFORM TO VDOT STANDARDS, UNLESS OTHERWISE NOTED ON PLANS.
9. ALL CURBING TO BE VDOT STANDARDS (CG -2 OR CG -6), UNLESS OTHERWISE NOTED ON THE PLANS.
10.5' -WIDE CONCRETE SIDEWALKS SHALL PROVIDE PEDESTRIAN ACCESS THROUGHOUT THE SITE. ANY SIDEWALK
SECTIONS LYING ON PROPOSED PRIVATE LOTS SHALL BE GIVEN OR GRANTED AN ACCESS EASEMENT AND
MAINTAINED BY THE HOMEOWNER'S ASSOCIATION.
11. THIS PROJECT WILL BE DEVELOPED BY PHASES. SEE SHEET 5 FOR DETAILS. PHASING LIMITS MAY BE REVISED AT THE
OWNER'S DISCRETION AND ARE SUBJECT TO THE APPROVAL OF THE DIRECTOR OF COMMUNITY DEVELOPMENT.
12. UNITS ARE EITHER FOR SALE OR RENT.
13. TOTAL CONDOMINIUM BREAKDOWN: 16 1- BEDROOM UNITS, 54 2- BEDROOM UNITS, AND 12 3- BEDROOM UNITS.
14. WHENEVER APARTMENT -STYLE UNITS ARE INTRODUCED INTO A TOWNHOME SETTING, THE BUILDING(S) THAT
OCCUPIES THAT SPECIFIC LOT WILL BE CONSIDERED A DUPLEX FOR BUILDING CODE PURPOSES.
15. ANY SITE IDENIFICATION SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY
THE OWNER / DEVELOPER.
16. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) STANDARDS.
17. MAXIMUM RETAINING WALL HEIGHT ARE SHOWN ON THE GRADING AND UTILITY PLANS.
18. MAIL WILL BE PROVIDED IN A CONGREGATE FASHION (I.E. IN KIOSKS OF GANG MAILBOXES). THESE WILL BE LOCATED
IN VARIOUS AREAS THROUGHOUT THE SITE.
19. DUMPSTERS ARE PROVIDED THROUGHOUT THE SITE FOR THE CONDOMINIUM UNITS. ALL OTHER UNITS WILL USE
ROLL -OUTS FOR CURB SERVICE.
20.ALL ROOF DRAINS ARE TO BE TIED INTO A PROPOSED YARD /ROOF DRAIN SYSTEM.
21.A TRAFFIC IMPACT ANALYSIS REPORT WAS PREPARED BY THE RAMEY KEMP ASSOCIATION IN APRIL 2007.
22.ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS.
STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE
LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE
PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES.
23.ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVI N G/HARDS CAPE SURFACES. CONTRACTOR TO VERIFY
QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY
PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND
1 ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER
HAS INSTALLED GENERAL SERVICE.
24.ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST.
25.ON -SITE GEOTECHNICAL ENGINEER OF RECORD TO PROVIDE POST INSTALLATION REPORT CERTIFYING BEARING
CONDITION AND FOUNDATION PREPARATION.
I I I0�
DICKERSON RIDGE LLC, A VIRGINIA LIMITED LIABILITY COMPANY, IS THE FEE SIMPLE OWNER (THE "OWNER ") OF TAX MAP
32, PARCELS 49F, 49G, 491, 49J, AND 49K (THE "PROPERTY ") WHICH IS THE SUBJECT OF THE ZONING MAP AMENDMENT
APPLICATION #ZMA -06 -19 KNOWN AS "WILLOW GLEN." THE APPLICANT FOR WILLOW GLEN IS SUGARAY TWO, LLC, A
VIRGINIA LIMITED LIABILITY COMPANY. THE WILLOW GLEN COMMUNITY IS HEREIN REFERRED TO AS THE "PROJECT."
PURSUANT TO SECTION 33.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE, OWNER HEREBY VOLUNTARY PROFFERS
THE CONDITIONS LISTED IN THIS PROFFER STATEMENT, WHICH SHALL BE APPLIED TO THE PROPERTY IF THE REZONING IS
APPROVED BY ALBEMARLE COUNTY. THESE CONDITIONS ARE PROFFERED AS PART OF THE REZONING AND IT IS AGREED
THAT THE CONDITIONS ARE REASONABLE.
1. AFFORDABLE HOUSING. THE OWNER SHALL PROVIDE AFFORDABLE HOUSING EQUAL TO FIFTEEN PERCENT (15 %)
OF THE TOTAL RESIDENTIAL DWELLING UNITS WITHIN THE PROJECT IN THE FORM OF FOR SALE OR LEASE AFFORDABLE
DWELLING UNITS (THE "AFFORDABLE DWELLING UNITS" OR "AFFORDABLE UNITS "). THE AFFORDABLE DWELLING UNITS
SHALL BE COMPRISED OF ONE OR MORE OF THE FOLLOWING UNIT TYPES: SINGLE - FAMILY ATTACHED HOUSING
(TOWNHOUSES OR DUPLEXES) OR CONDOMINIUMS. THE OWNER OR ITS SUCCESSOR IN INTEREST RESERVES THE RIGHT
TO PROVIDE THE AFFORDABLE DWELLING UNITS IN A VARIETY OF WAYS, UTILIZING THE ABOVE MENTIONED UNIT TYPES
ALONE OR IN COMBINATION AS OUTLINED BELOW.
A. FOR -SALE AFFORDABLE UNITS. THE FOR -SALE AFFORDABLE DWELLING UNITS SHALL BE AFFORDABLE TO
HOUSEHOLDS WITH INCOMES UP TO EIGHTY PERCENT (80 %) OF THE AREA MEDIAN FAMILY INCOME (THE "AFFORDABLE
UNIT QUALIFYING INCOME "), SUCH THAT THE HOUSING COSTS CONSISTING OF PRINCIPAL, INTEREST, REAL ESTATE TAXES,
AND HOMEOWNER'S INSURANCE (PITT) DO NOT EXCEED THIRTY PERCENT (30 %) OF THE AFFORDABLE UNIT QUALIFYING
INCOME, PROVIDED, HOWEVER, THAT IN NO EVENT SHALL THE SELLING PRICE OF SUCH AFFORDABLE UNITS BE REQUIRED
TO BE LESS THAN THE GREATER OF ONE HUNDRED NINETY THOUSAND FOUR HUNDRED DOLLARS ($190,400) OR
SIXTY -FIVE PERCENT (65 %) OF THE APPLICABLE VIRGINIA HOUSING DEVELOPMENT AUTHORITY (VHDA) MAXIMUM
MORTGAGE FOR FIRST -TIME HOME BUYERS AT THE BEGINNING OF THE 90 -DAY IDENTIFICATION AND QUALIFICATION
PERIOD REFERENCED BELOW. THE OWNER OR HIS SUCCESSOR IN INTEREST MAY AT ITS OPTION FACILITATE THE
PROVISION OF DOWN PAYMENT ASSISTANCE LOANS TO REDUCE THE OUT -OF- POCKET CASH REQUIREMENT COSTS TO
THE HOMEBUYER, SUCH AS, BUT NOT LIMITED TO A "SILENT" SECOND LIEN DEED OF TRUST, SO THAT THE RESULTANT
FIRST MORTGAGE AND HOUSING COSTS REMAIN AT OR BELOW THE PARAMETERS DESCRIBED HEREIN. ALL FINANCIAL
PROGRAMS OR INSTRUMENTS DESCRIBED HEREIN MUST BE ACCEPTABLE TO THE PRIMARY MORTGAGE LENDER. ANY
"SILENT" SECOND LIEN DEED OF TRUST EXECUTED AS PART OF THIS PARAGRAPH SHALL BE DONATED TO THE COUNTY OF
ALBEMARLE OR ITS DESIGNEE TO BE USED TO ADDRESS AFFORDABLE HOUSING. FOR PURPOSES OF CALCULATING THE
PRICE OF THE AFFORDABLE DWELLING UNITS, THE VALUE OF SELLER -PAID CLOSING COSTS SHALL BE EXCLUDED FROM
THE SELLING PRICE OF SUCH AFFORDABLE DWELLING UNITS.
B. FOR -LEASE AFFORDABLE DWELLING UNITS.
(1) THE INITIAL NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT SHALL NOT EXCEED THE THEN - CURRENT AND
APPLICABLE MAXIMUM NET RENT AS PUBLISHED BY THE COUNTY' HOUSING OFFICE. IN EACH SUBSEQUENT CALENDAR
YEAR, THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT MAY BE INCREASED UP TO THREE PERCENT (3 %).
FOR PURPOSES OF THIS PROFFER STATEMENT, THE TERM "NET RENT" MEANS THAT THE RENT DOES NOT INCLUDE
TENANT -PAID UTILITIES. THE REQUIREMENT THAT THE RENTS FOR SUCH FOR -RENT AFFORDABLE UNITS MAY NOT EXCEED
THE MAXIMUM RENTS ESTABLISHED IN THIS PROFFER 1 B SHALL APPLY FOR A PERIOD OF TEN (10) YEARS FOLLOWING THE
DATE THE CERTIFICATE OF OCCUPANCY IS ISSUED BY THE COUNTY FOR EACH FOR -RENT AFFORDABLE UNIT, OR UNTIL
THE UNITS ARE SOLD AS AFFORDABLE UNITS AS DEFINED BY THE COUNTY'S AFFORDABLE HOUSING POLICY, WHICHEVER
COMES FIRST (THE "AFFORDABLE TERM ").
(II). CONVEYANCE OF INTEREST - ALL INSTRUMENTS CONVEYING ANY INTEREST IN THE FOR -LEASE AFFORDABLE
DWELLING UNITS DURING THE AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IS SUBJECT TO
THE TERMS OF THIS PARAGRAPH 1(B). IN ADDITION, ALL CONTRACTS PERTAINING TO A CONVEYANCE OF ANY FOR -LEASE
AFFORDABLE DWELLING UNIT, OR ANY PART THEREOF, DURING THE AFFORDABLE TERM, SHALL CONTAIN A COMPLETE
AND FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED BY THIS PARAGRAPH 1(B). PRIOR TO THE
CONVEYANCE OF ANY INTEREST IN ANY FOR -LEASE AFFORDABLE DWELLING UNIT DURING THE AFFORDABLE TERM, THE
THEN - CURRENT OWNER SHALL NOTIFY THE COUNTY IN WRITING OF THE CONVEYANCE AND PROVIDE THE NAME,
ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE, AND STATE THAT THE REQUIREMENTS OF THIS
PARAGRAPH 1 B II HAVE BEEN SATISFIED.
(III). REPORTING RENTAL RATES. DURING THE AFFORDABLE TERM, WITHIN THIRTY (30) DAYS OF EACH RENTAL OR
LEASE TERM FOR EACH FOR -RENT AFFORDABLE UNIT, THE THEN - CURRENT OWNER SHALL PROVIDE TO THE ALBEMARLE
COUNTY HOUSING OFFICE A COPY OF THE RENTAL OR LEASE AGREEMENT FOR EACH SUCH UNIT RENTED THAT SHOWS
THE RENTAL RATE FOR SUCH UNIT AND THE TERM OF THE RENTAL OR LEASE AGREEMENT. IN ADDITION, DURING THE
AFFORDABLE TERM, THE THEN - CURRENT OWNER SHALL PROVIDE TO THE COUNTY, IF REQUESTED, ANY REPORTS,
COPIES OF RENTAL OR LEASE AGREEMENTS, OR OTHER DATA PERTAINING TO RENTAL RATES AS THE COUNTY MAY
REASONABLY REQUIRE.
C. PHASING OF AFFORDABLE UNITS. EACH SUBDIVISION PLAT AND SITE PLAN FOR LAND WITHIN THE PROPERTY
SHALL DESIGNATE THE LOTS OR UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE TERMS AND CONDITIONS OF THIS
PROFFER, INCORPORATE AFFORDABLE UNITS AS DESCRIBED HEREIN, AND THE AGGREGATE NUMBER OF SUCH LOTS OR
UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT AND SITE PLAN SHALL CONSTITUTE A
MINIMUM OF TWELVE PERCENT (12 %) OF THE LOTS IN SUCH SUBDIVISION PLAT OR SITE PLAN. NOTWITHSTANDING THE
FOREGOING, HOWEVER, THE OWNER MAY "CARRY- OVER" OR "BANK" CREDITS FOR AFFORDABLE UNITS IN THE EVENT AN
INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNATES AFFORDABLE UNITS THAT IN THE AGGREGATE EXCEED THE
TWELVE PERCENT (12 %) MINIMUM FOR SUCH SUBDIVISION PLAT OR SITE PLAN, AND SUCH ADDITIONAL AFFORDABLE UNITS
MAY BE ALLOCATED TOWARD THE TWELVE PERCENT (12 %) MINIMIUM ON ANY FUTURE SUBDIVISION PLAT OR SITE PLAN,
PROVIDED HOWEVER, THAT THE MAXIMUM NUMBER OF AFFORDABLE UNITS THAT MAY BE CARRIED OVER OR BANKED
SHALL NOT EXCEED TWELVE PERCENT (12 %) OF THE TOTAL UNITS ON ANY SUBDIVISION PLAT OR SITE PLAN.
D. NOTIFICATION PERIOD; COUNTY CASH OPTION.
(1). NOTIFICATION PERIOD. ALL PURCHASERS OF THE AFFORDABLE DWELLING UNITS SHALL BE APPROVED BY THE
ALBEMARLE COUNTY OFFICE OF HOUSING OR ITS DESIGNEE. THE THEN - CURRENT OWNER/BUILDER SHALL PROVIDE THE
COUNTY OR ITS DESIGNEE A PERIOD OF NINETY (90) DAYS TO IDENTIFY AND PRE - QUALIFY AN ELIGIBLE PURCHASER FOR
THE AFFORDABLE UNIT(S). THE NINETY (90) DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE
THEN - CURRENT OWNER /BUILDER THAT THE UNIT(S) IS WITHIN ONE HUNDRED TWENTY (120) DAYS OF COMPLETION AND,
THAT ON OR BEFORE THE END OF SUCH ONE HUNDRED TWENTY (120) DAY PERIOD SHALL BE READY FOR OCCUPANCY. IF
THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED PURCHASER WHO EXECUTES A CONTRACT OF
PURCHASE DURING THIS NINETY (90) DAY PERIOD, THE THEN - CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT TO SELL
OR LEASE THE UNIT(S) WITHOUT ANY RESTRICTION ON SALES OR LEASE PRICE OR INCOME OF THE PURCHASER(S),
PROVIDED, HOWEVER, THAT ANY UNIT(S) SOLD OR LEASED WITHOUT SUCH RESTRICTION SHALL NEVERTHELESS BE
COUNTED TOWARD THE NUMBER OF AFFORDABLE UNITS REQUIRED TO BE PROVIDED PURSUANT TO THE TERMS OF THIS
PROFFER. THE REQUIREMENTS OF THIS PROFFER SHALL APPLY ONLY TO THE FIRST SALE OF EACH OF THE AFFORDABLE
DWELLING UNITS THAT ARE PURCHASED. NOTHING HEREIN SHALL PRECLUDE THE THEN - CURRENT OWNER /BUILDER
FROM WORKING WITH THE COUNTY HOUSING DEPARTMENT PRIOR TO THE START OF THE NOTIFICATION PERIODS
DESCRIBED HEREIN IN AN EFFORT TO IDENTIFY QUALIFYING PURCHASERS FOR THE AFFORDABLE UNITS.
(II). COUNTY OPTION FOR CASH IN LIEU OF AFFORDABLE UNITS. IF AT ANY TIME PRIOR TO THE COUNTY'S
APPROVAL OF ANY PRELIMINARY SITE PLAN OR SUBDIVISION PLAT FOR THE PROPERTY WHICH INCLUDES ONE OR MORE
FOR -SALE AFFORDABLE DWELLING UNITS, THE HOUSING OFFICE (INFORMS THE THEN - CURRENT OWNER /BUILDER IN
WRITING THAT IT MAY NOT HAVE A QUALIFIED PURCHASER FOR ONE OR MORE OF THE FOR -SALE AFFORDABLE DWELLING
UNITS AT THE TIME THAT THE THEN - CURRENT OWNER /BUILDER EXPECTS THE UNITS TO BE COMPLETED AND THAT THE
HOUSING OFFICE WILL INSTEAD ACCEPT A CASH CONTRIBUTION TO THE HOUSING OFFICE TO SUPPORT AFFORDABLE
HOUSING PROGRAMS IN THE AMOUNT OF NINETEEN THOUSAND ONE HUNDRED DOLLARS ($19,100) IN LIEU OF EACH
AFFORDABLE UNIT(S), THEN THE THEN - CURRENT OWNER/BUILDER SHALL PAY SUCH CASH CONTRIBUTION TO THE
COUNTY PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE UNIT(S) THAT WERE ORIGINALLY PLANNED TO BE
AFFORDABLE DWELLING UNITS, AND THE THEN - CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT TO SELL THE UNIT(S)
WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S). IF ALL OF ANY PORTION OF THE CASH
CONTRIBUTION HAS NOT BEEN EXHAUSTED BY THE COUNTY FOR THE STATED PURPOSE WITHIN FIVE (5) YEARS OF THE
DATE IT WAS CONTRIBUTED, ALL UNEXPENDED FUNDS SHALL BE REFUNDED TO THE PARTY THAT CONTRIBUTED THE
FUNDS. FOR THE PURPOSES OF THIS PROFFER, SUCH AFFORDABLE DWELLING UNITS SHALL BE DEEMED TO HAVE BEEN
PROVIDED WHEN THE SUBSEQUENT OWNER/BUILDER PROVIDES WRITTEN NOTICE TO THE ALBEMARLE COUNTY OFFICE
T THE A ILL BE AVAILABLE FOR SALE.
OF HOUSING OR ITS DESIGNEE THA E FFORDABLE UNIT(S) VW
E. INSPECTIONS. THE COUNTY SHALL HAVE THE RIGHT, UPON REASONABLE NOTICE AND SUBJECT TO ALL
APPLICABLE PRIVACY LAWS, TO PERIODICALLY INSPECT THE RECORDS OF THE OWNER OR ANY SUCCESSORS IN
INTEREST FOR THE PURPOSES OF ASSURING COMPLIANCE WITH THIS PARAGRAPH 1.
2. CASH PROFFER.
A. THE OWNER SHALL CONTRIBUTE CASH TO THE COUNTY IN THE FOLLOWING AMOUNTS FOR EACH DWELLING UNIT
CONSTRUCTED WITHIN THE PROPERTY THAT IS NOT AN AFFORDABLE DWELLING UNIT. THE CASH CONTRIBUTIONS SHALL
BE USED TO ADDRESS THE FISCAL IMPACTS OF DEVELOPMENT ON THE COUNTY'S PUBLIC FACILITIES AND
INFRASTRUCTURE (I.E., SCHOOLS, PUBLIC SAFETY, LIBRARIES, PARKS AND TRANSPORTATION) IDENTIFIED IN THE
COUNTY'S CAPITAL IMPROVEMENTS PROGRAM. THE CASH CONTRIBUTIONS SHALL BE PAID PRIOR TO ISSUANCE OF A
BUILDING PERMIT FOR THE CATEGORY OF UNITS DESCRIBED IN THIS PARAGRAPH 2 IN THE FOLLOWING AMOUNTS:
(1). SEVENTEEN THOUSAND FIVE HUNDRED DOLLARS ($17,500) FOR EACH SINGLE - FAMILY DETACHED DWELLING
UNIT;
(II). ELEVEN THOUSAND NINE HUNDRED DOLLARS ($11,900) FOR EACH SINGLE FAMILY ATTACHED DWELLING UNIT
THAT IS NOT AN AFFORDABLE DWELLING UNIT.
ZERO DOLLARS ($0.00) FOR EACH AFFORDABLE DWELLING UNIT
THE CASH CONTRIBUTION FOR EACH SUCH UNIT SHALL BE PAID PRIOR TO OR AT THE TIME OF ISSUANCE OF THE
BUILDING PERMIT FOR EACH UNIT, AS APPLICABLE.
B. ANNUAL ADJUSTMENT OF CASH PROFFERS. BEGINNING JANUARY 1, 2008, THE AMOUNT OF EACH CASH
CONTRIBUTION REQUIRED HEREIN SHALL BE ADJUSTED ANNUALLY UNTIL PAID, TO REFLECT ANY INCREASE OR DECREASE
FOR THE PRECEDING CALENDAR YEAR IN THE COMPARATIVE COST MULTIPLIER, REGIONAL CITY AVERAGE, SOUTHEAST
AVERAGE, CATEGORY C: MASONRY BEARING WALLS ISSUED BY MARSHALL VALUATION SERVICE (A/K/A MARSHALL &
SWIFT) (THE "INDEX ") OR THE MOST APPLICABLE MARSHALL & SVVIFT INDEX DETERMINED BY THE COUNTY IF PUBLICATION
OF THE SPECIFIC INDEX REFERENCED HEREIN IN DISCONTINUED. IN NO EVENT SHALL ANY CASH CONTRIBUTION AMOUNT
BE ADJUSTED TO A SUM LESS THAN THE AMOUNT INITIALLY ESTABLISHED BY THESE PROFFERS. THE ANNUAL
ADJUSTMENT SHALL BE MADE BY MULTIPLYING THE PROFFERED CASH CONTRIBUTION AMOUNT FOR THE PRECEDING
YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE INDEX AS OF DECEMBER 1 IN THE YEAR PRECEDING THE
CALENDAR YEAR MOST RECENTLY ENDED, AND THE DENOMINATOR OF WHICH SHALL BE THE INDEX AS OF DECEMBER 1 IN
THE PRECEDING CALENDAR YEAR. FOR EACH CASH CONTRIBUTION THAT IS BEING PAID IN INCREMENTS, THE UNPAID
INCREMENTAL PAYMENTS SHALL BE CORRESPONDINGLY ADJUSTED EACH YEAR.
3. CONNECTION TO TOWN CENTER DRIVE. THE OWNER SHALL COMPLETE CONSTRUCTION OF AN EXTENSION OF "ROAD D"
AS SHOWN ON THE APPLICATION PLAN AS A VEHICULAR CONNECTION TO THE FUTURE TOWN CENTER DRIVE IN THE AREA
SHOWN ON THE APPLICATION PLAN, TO THE STANDARDS CONTAINED IN SECTIONS 14 -410H AND 14 -422 OF THE COUNTY
CODE AND SHOWN ON THE SHEET OF THE APPLICATION PLAN ENTITLED "CONCEPTUAL ROAD SECTIONS" (THE "TOWN
CENTER DRIVE CONNECTION "). THE TOWN CENTER DRIVE CONNECTION SHALL BE COMPLETED BY THE LATER TO OCCUR
OF: (A) EIGHTEEN (18) MONTHS AFTER ISSUANCE OF A FINAL SITIE PLAN APPROVAL FOR THE FIRST PHASE OF THE
PROJECT; OR (B) EIGHTEEN (18) MONTHS AFTER THE OWNER OF TAX MAP PARCEL 32 -50 DEDICATES TO PUBLIC USE THE
PUBLIC RIGHT -OF -WAY DETERMINED TO BE APPROPRIATE BY VDOT AND THE COUNTY ENGINEER FOR THE TOWN CENTER
DRIVE CONNECTION, AND ALSO DEDICATES TO THE OWNER ALL DRAINAGE, CONSTRUCTION AND OTHER EASEMENTS
NECESSARY FOR THE OWNER TO CONSTRUCT THE TOWN CENTER DRIVE CONNECTION. FOR PURPOSES OF THIS
PROFFER 3, CONSTRUCTION OF THE TOWN CENTER DRIVE CONNECTION SHALL BE DEEMED COMPLETE WHEN IT IS READY
TO BE RECOMMENDED BY THE ALBEMARLE COUNTY BOARD OF SUPERVISORS FOR ACCEPTANCE INTO THE
STATE - MAINTAINED SYSTEM, AND THE OWNER HAS OBTAINED FROM THE COUNTY ENGINEER A WRITTEN DETERMINATION
THAT THE TOWN CENTER DRIVE CONNECTION IS SAFE AND CONVENIENT FOR TRAFFIC. THE TOWN CENTER DRIVE
CONNECTION MAY BE SHIFTED FROM THE AREA SHOWN ON THE APPLICATION PLAN TO A LOCATION MORE SUITABLE TO
BOTH THE OWNER AND THE COUNTY WHICH STILL PROVIDES ACCESS FROM WILLOW GLEN TO TOWN CENTER DRIVE,
UPON APPROVAL OF THE COUNTY ENGINEER AND THE OWNER.
I') I'X * l I :( a 1 li .�\ "I .%\
DEVELOPER:
SUGARAY TWO, LLC, CHARLOTTESVILLE, VA 22901,434-978-1766,434-978-0188(F); CONTACT:
1.97
GEORGE RAY
PROPERTY OWNER:
WILLOW GLEN ALBEMARLE, INC., CHARLOTTESVILLE, VA 22901, 434 - 978 -1766,
22
434 - 978- 0188(F); CONTACT: GEORGE RAY
TAX MAP / PARCEL #:
TAX MAP 32, PARCELS 49F, 49G, 491, 49J, 49K
PROPERTY ADDRESS:
3655 & 3621 DICKERSON ROAD, 1430 BLUEGRASS LANE
PROPERTY SIZE:
23.681 (PER REZONING); HOWEVER, ACTUAL SITE IS 24.842 AC. (PER THE SURVEYOR)
ZONING:
PRD (AS OF 10 -10 -07 - ZMA #2006 - 00019)
MAGISTERIAL:
RIO
COMPREHENSIVE PLAN:
RESIDENTIAL- URBAN DENISTY (6.01 -34 UNITS /ACRE) (AS OF 10- 10 -07- CPA #2006 - 00003)
PERMITTED DENSITY:
MAX. 234 UNITS = 9.88 DU / AC
DRINKING WATER
NOT APPLICABLE
WATERSHED:
PROFFERS:
WAIVER / VARIANCE
REQUESTS:
SURVEY SOURCES:
DATUM:
BENCHMARK:
BREAKDOWN:
SEE "REZONING CONDITIONS" THIS SHEET FOR DETAILS
A CRITICAL SLOPE WAIVER WAS APPROVED IBY THE PLANNING COMMISSION ON 8- 14 -07.
BOUNDARY & TOPOGRAHPHIC SURVEY: THOMAS B. LINCOLN LAND SURVEYOR INC., APRIL
1, 2005, REVISED JULY 13, 2007; AERIAL: LOUISA AERIAL SURVEYS, INC., DATE OF
PHOTOGRAPHY: 3/10/05, DATE OF COMPILATION: 3/22/05
i<I_1T s
ACCORDING TO THE SURVEYOR THE BENCHMARKS USED WERE BM 1, BM 2, BM 3, AND BM
4 AND WERE ALL NAILS WITH FLASHERS.
BM 1: ELEV. 586.76 (N 3936754.00900, E 11497204.60100)
BM 2: ELEV. 563.71 (N 3935868.52700, E 11498621.43700)
BM 3: ELEV. 525.40 (N 3934343.26900, E 11497587.28300)
BM 4: EV. 577.90 (N 3935550.68900,E 1149662 86100
IMP`ERVIOLIS AREA BREAKDOWN SF AC %
ILDING r OAD$I I +TALKS.
BUILDINGS', (ESTIIMATED)
ll 85;888.30 I
1.97
1 31,
I PAVED PARKINGIROADS.
96,794,00
22
...
��
15.a
SIDEWALKS:
31,671,32
0.73
5/
TOTAL IMPERVIOUS ACREAGE:
2'14,353,62 '
4.9.2
330/0
.. ...
LAND «USE BREAKDOWN
SF
AC
. 1.111,
.
LOT AREAIOPEN SPACE:
....
.
, 54
.. .
11
RIGHT =OF WAY;
150:920,96
3.46
2I 4%
COMMON OPEN SPACE;
246, 056 10 11
5.6a
0
38 r`�
INDIVIDUAL LOTS:
245,447.10
5,63
38%
TOTAL SITE ACREAGE (PHASE ,2).
642,424.16:
14.76
100%
Notes..
THE MINIMUM REQUIRED OPEN SPACE IS 2510 (Per Section 19.6.1
commON OPEN SPACE EXCLUDES LAND WITHIN R.O.W. AND ON INDIVIDUAL LOTS, 11
SETBACKS: REFER TO SETBACK CHART ON SHEET 7.
MAX. NUMBER OF NOT APPLICABLE
EMPLOYEES: ZL
PARKING REQUIREMENTS: SEE THE PARKING DATA CHART ON SHEET 8
RECREATIONAL AREA: 111, 17 SF - CLUBHOUSE, TOT LOT, PARK, POND AND TRAILS ARE AS SHOWN IN
ACCORDANCE WITH APPLICATION PLAN
PUBLIC DEDICATION: PUBLIC RIGHT -OF -WAY, ACSA EASEMENTS, SWM EASEMENTS- SEE PLANS FOR DETAILS
GROUNDWATER STUDY: NOT APPLICABLE. PROJECT WITHIN GROWTH DEVELOPMENT AREA
SINGLE - FAMILY DETACHED
1-11 2
14
10
0
24
�4 _
.
DUPLEX.
1-111 I
.
8
11-
�
2..
0 ..
9,57
2
TOWNHOUSE
10 .1
8 7$
101
11 11 11 I 10
96 11
8
10
16 w ith NO GARAGE 1111.......
, 54
..
230 CONDOMINIUM / TOWNHOUSE / DUPLIEX
7
27
1
40
20' or 22' w Rh I GARAGE
11 ........ . .
0
1�
0
0 ,11,11
1
16
2U' w itl� 1 -CAR GARAGE .:.
f?
0.
17
14
17
31
24' w ith 2 -CAR GARAGE
8
0
48
11
0
48 1111
48
TOTAL:' I;;;
6
72
41
78
119
CONDOMINIUMS
11 � 1 BEDROOM
I �.
8
4_
2
.. _
2 BEDROOM
4
.
0
1. 11
6
3
9
1. 2 BEi.R M with DEN
�'
O
6
.... 3
... �
9
3 BEDROOM
.E.
O
0
0
0
TOTAL:' 8 >2
0
20
10
20 111111-1-11-11
30
1.11 I
OVERALL - S- IT1.11E TOTAL
.
�2
2 �
1134
51
124
975
DUTAC
0.30
_
5.24
.
7.40 1. 1
.4i1
Notes',
THE MAXIMUM NUMBER OF UNITS ALLOVVFD IS 234 OR 9.83 DI.YAC
TOTAL SITE ACERAGE FR REZONING G 23.681 ACRES
ALL SUB -PHASES ARE INCLUI�l+3HIN MAGI i�SE
CONLDS:10 UNITS - (4) 1 SR, (3) 2 RR, (3) 2 OR Wi DEN„ {0) 3 SR 1 12 EMITS = (4) 1 -BR, (4) 2 SR. (4) 2 BR W1 DEN, (ai) 3 OR 1 28 UNITS = (0) 1 10R (24) 2 SR, (0) 2 SR
W1 Imo, (4) 3 BR
CODE 'LAND USE
AVG. WEEKDAY
' ADJ. STREET PEAKS
SATURDAY
SUNDAY
11
(PER UNITS
AM 'ER l NIT)
M (PER UNIT)
I'll I 210 SINGLE - FAMILY DETACHED
9,57
-0 75
1.01
10 .1
8 7$
101
11 11 11 I 10
96 11
8
10
88
..
230 CONDOMINIUM / TOWNHOUSE / DUPLIEX
. .. .
5.86
0.44
0.52
5.67
4.84
� I I d
551
41
49
533
455 `
PHASE 2 TRIPS GENERATED.
I'll
647
43
59 11
.
634
543....
{1 13 Trips anticipated onto /from Dickerson Road and 2/3
trips expected ontolfrom Town Center Drive,
_
I 11111 1,111111 �� 1 11 1 1 1 li�K(-Oilllull''ll''li��,oa�vIr I [I N
16 X0,
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V..D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002.
2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001.
3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION,
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992.
4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION.
5, VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND
EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION.
7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND
FACILITIES, DATED 2003.
ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el clan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telex 434.531.7507
el swedwards8168@gmail.com
www.edwardsdesignstudio.com
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- \7 `� .) C�, SURVEY SOURCES: BOUNDARY & TOPOGRAHPHIC SURVEY: THOMAS B. LINCOLN LAND SURVEYOR INC., APRIL
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WETLAND INFO: IDENTIFICATION OF WETLANDS WAS PROVIDED BY ENVIRONMENTAL CONTROL
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ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan@alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8l68@gmall.com
www.edwardsdesignstudio.com
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REVISIONS:
1. 01-21-14 - INITIAL MSPA SUB.
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Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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REVISIONS:
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- INITIAL MSPA SUB.
2. 04 -18 -14
- CO. COMMENTS �kl
3. 10 -03 -14
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ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telex 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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3. 10 -03 -14 - CO. /ACSA COMMENTS
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]PHASE I
UNIT TYPE
# OF UNITS REQUIREDIUNIT
GUEST
TOTAL REQUIRED
PROVIDED
SINGLE - FAMILY DETACHED (LOTS 123 - i27 & 140-148 14 28
0
28
28
DUPLEX
0 0.00
0,00
0,00
0
TOWNHOUSE (LOTS 113 -122 & 128 -139)
16'w ith MD GARAGE ( 2 PER- CONGREGATE)
(
6 12.00
0,00
12.00
12
20' or 22' with NO GARAGE (2 PE,�- CONGREGATE)
16
32.00
32
20' w fll 1-CAR GARAGE (2.25 PER. 2 ON LOT)
0 0.00 0
0.00
0.00
0
24'w M 2 -CAR GARAGE (2.25 PER; 4 ON LOT)
0 0,00
0.00
0.00
0
TOTAL :! 22 44.00
0
44.00
44
I CONDOMINIUMS
1 BEDROO 1(1.5 PER-CONGREGATE)
0 0,00
01.00
0.00
0
: 2 BIrl:7IRM0 (2.0 PER-CONGREGATE)
0 0.00
_ .
0,00
0.00
0
2 BEORMA w ith -D (2.0 PER-CONGREGATE)
0 IJ:00
0.00
0.00
0
3 BED oON1(2.0 PER- COI' RI GATE)
0 0,00
0,00
0.00
0
TOTAL: 0 0:00
0,00
0.00
0
ADDITIONALiEXTRA ON-STREET BARKING
4
TOTAL
36 72
0
72
76
Notes:
GUEST SPACES ARE NOT REQUIRED FOR UNITS WHEN PROVIDED PARKW IS GROUPED TOGETHER ( €, , PARKING
_
€ OT
COND`I ON),
THE MA}4N M NUMBER OF UNITS ALLOT IS 234.,
24'-14JIDE TOWNHOUSE UNITS ALL HAVE4 SPAS ON THE LOT (2 IN GARAGEAND 2 IN DRIVEWAY), THIS EQUATES
TO 175 EXTRA SPACES
PER UNIT OR
(1.75 X 48) 34 S(TRA SPACES THAT CANNOT BE USED BY OTHER 1JNrt'S FOR GUEST PAI ING. THE ORE, FOR RJRPCSES OF I T IIN Wi ADEQUATE
PARKING, THESE.84 SPACES ARE SUBTRACT FROM THE TOTAL PROVIDED ON SITE 'WHICH 6 443 SPACES. THE RESULT IS TKALT 353 (NET) SPACES
ARE BEING PROVIDED TO MEET A F QUIREIVEIT OF 443 SPACE - RESULT 14G N (1) A DDIM NALMA
SPACE(S),
WHICH ARE ON- STREET.
COIINW ; 10 UNITS - (4) 1 6R, (3) 2 BR. (3) 2 BR ;,V DENk (0) 3 SRI 12 MTS w (4) 1 -BR, (4) 2 BR, (4) 2 BR WJ DEN (0) 3 BR 128 UNTS (0)
1 BR, (24) 2 BR, (0) 2
BIR V41 DEN, (4) 3 BFI
P IR ING 1Ldd . T ]10
DH S Jl A 2
........
UNIT TYPE
# OF UNITS REQUIREDIU IT
GUEST TOTAL REQUIRED
PROVIDED
SINGLE- FAMJLY DETACHED
10 20.00
0, 00
20,00 °
0
DUPLEX
2:: 400
Ch50
4 501
5
s
' TOWNHOUSE
1 ` ww ith NO GARAGE (2 PER-CONGREGATE)
7 14.00
0.00
14.00
14
20' or 22' w ith NO GARAGE(, 2 FE- GONG%GATE) '
0 0.00
0.010
0,00
0
: 20'w ith 1 -CAR GARAGE (2.25 PEP 2 ON SOT)
17 34.00
4.25
36,25
39
i 24' vv ith 2 -CAR GARAGE (2.25 PER, 4 ON LOT)
48 96400
12-00
1 M 00
' 2
TOTAL 72_ 144E00
16.25
160.25
161
CONDOMiNIUM
i BEDROOM (1.,5 PER-CONGREGATE)
8 12.00
0,00
i 2. 00
12
2 BEERix3 A (2,0 PER-CONGREGATE)
6 1 .00I
0.00
12.00
12
2 BEDRO M'I w lth € E N (2,0 PER CONGRE ,TE)
6 12,00
0 00
I Z0
12
3 BEDROOM (2.0 PER-CONGREGATE)
0 0:00
0,00
0,00
0
TOTAL: 20 36.010
0.030
36.00
36
i ADDITIONALIEXTRA ON- STREET PARKING
TOTAL
104 204.00
16.76
220.76
223
e
' Notes.
66fl T SI?A-,CES AI'E NOT M____ U E6 I"OR U- TS MEN PROVIDM PARKING 6 GIB;} TOGETHER (i -e, PARKW3
LOT'
ONDMON);
THE kIAXINIU 1 NUNIBER OF UNITS ALLOWS IS 234,
24'- VVIIETOtf FUSE UNITS ALL HAVE4 SPACES ON THE
OT (2 N GARA GEA102 IN [ IVLINAY x, THIS EQUATES
TO 1.75 -EXTRA SPACES
PERUNITOR
(13 5 X 48) 84 E)<TRA SPAS THAT CANT+ ()T BE USED BY OTHER UNITS FOR GUEST PARKING. TIC ORE FOR PURPOSES OF DE ERIVINING ADEQUATE
PARKINIG, THESE'84� SPACES RE SUBTRACTED FROM THE TOTAL PROVOM ON SITE, "HICH IS 443 SPACES, THE FZESULT IS THAT 358 (NEIL SPACES
ARE BEING, PRUVIDEiI TO MEET A REQUIf s' IT 44-3 SPACES - RESULTING IN (1) A DDI IONAt,1EXTRA
SFACEi SWVVHICH
ARE ONSTREEI".
CONDO a: 'IQ KNITS W (4) 1 BF , (0) 2 BR, (3) 2 BR �A(I t&I.
(0);3 BR 112 iIT = (4) t -BR,, (4) 2 BFt ,4i 2 BR W� Wit, (13):3 BR 128 LHTS = (0)
1 BR 24) 2 BR, (0) 2
BR W E,. (4) 3 B
m
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+ COMMON OPEN SPACE
+ + (AVAILABLE TO ALL RESIDENTS WITHIN WILLOW GLEN)
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ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan@alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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REVISIONS:
1. 01 -21 -14 - INITIAL MSPA SUB. 1
2. 04 -18 -14 - CO. COMMENTS 2
3. 10 -03 -14 - CO. /ACSA COMMENTSD
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12 )PLAN, SECTION
EXISTING CONDITIONS
rWOODEN TIMBER
/ ROCK WALL; `
a " BATTER \`
t
WASH $`
FULL BENCH OPTION #1
SLOPES
LAID BAC
(2:1 MAX)
FULL BENCH OPTION #2
•\ I we'll :' 101�
12 % IDETAda.
"I 1165.1 01 I =0
12 DETAIL
SECTION
10TH TROWELED EDGE;
vAL
ED BROOM FINISH; TYP.
.. �NDICULAR TO DIRECTION
OF TRAVEL
Y2" EXPANSION JOINT W / ,V2" RECESSED
BACKER ROD AND CAULK, SPACED
EVERY 25 (MIN) O.C.; TYP.
3000 PSI CONCRETE AT 28
DAYS, AIR - ENTRAINED
WWF 6" X 6" W1.4 X W1.4 W/ 2"
MIN. COVER
COMPACTED VDOT #21A STONE
BASE
95% COMPACTED SUBGRADE
I07I'01 \1 II \I�l 011L II 1
8' -9' (SEE PLANS TO VERIFY)
IMPROVEMENT AREA
PATH
SEE DETAIL:
OTHERWISE,
z NATIVE
SOIL TO BE
Q COMPACTED BY
FOOT TRAFFIC ONLY
00 6'
CLEAR
APPLY SMALL DIRT BERM)
ALONG EDGE OF DOWNHILL
SIDE (8" - 12" MAX.HEIGHT)
V DITCH TO DRAIN TO
DOWNSLOPE UNDERDRAIN -
NATIVE ROCK TO BE
APPLIED IN LIEU OF
RIP RAP - AS NEEDED
]P -019
N.T.S.
NOTES:
1. TRAIL TO RESEMBLE APPALACHIAN CHARACTER.
2. TRAIL STEPS MAY BE ROCK OR LOG RISERS, PLANK OR EVEN
CRIB - LADDER STYLE.
MANUFACTURER: VICTOR STANLEY, INC.
CLAIRE COOLIDGE (800) 368 -2573
SUPPLIER: MID - ATLANTIC PRODUCTS, INC.
REG MURPHY: (800) 544 -7529
SERIES: IRONSITES
MODEL: S -35 (ROUND 24 GAL WITH TRASH OPENING IN
LID COVER- ASH TRAY OPTION (S- 35 -S1)
COLOR: BLACK
MOUNTING: SURFACE- CONCRETE PAD TO BE POURED
BY OTHERS (2000 PSI MAX.)
ANCHOR BOLTS PROVIDED AND
INSTALLED BY CONTRACTOR
S -006
N.T.S.
S -053
N.T.S.
NOTES:
1, DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL
WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE
TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR
PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT
SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW.
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT
WITH REQUIRED BARS.
4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE
AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A -4.
5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR.
MINIMUM CONCRETE COVER 1Yz ".
6. CURB /CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB /CURB AND GUTTER.
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS
WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK
IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED
BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC,
ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS
OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS.
8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK
AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB.
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY
TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7 ".
PERMISSIBLE A
CONSTRUCTION Ej # 5 DOWELS, 8" LONG V.3. N
JOINT--\ 4- -0� @ 12' C -C.
't r TANGENT PLAN MIN 1 M'
1a: ALTERATIONS
�� MAX B A 4' SQUARE LANDING
B AREA OUTSIDE OF
2- TRAVELWAY SHALL
BE PROVIDED WITHIN
TRUNCATED DOMES THE MARKED �Q '!
A Y CROSSWALK AREA. =1
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12:1 MAX. 48:1 MAX.
BACK OF CURB U U f1 CROSSWALK
20:1 I I
C OSSWALK CROSSWALK TYPICA PLACEMENT
DIAGONAL VARIATION AT INTERSECTION
SECTION A -A WITHIN CROSSWALK
MIN.' I TYPICAL PLACEMENT WITH BUFFER STRIP
PERMISSIBLE AT INTERSECTION (WITH
CONSTRUCTION WITHIN CROSSWALK DIAGONAL VARIATION
JOINT
TYPE A (PERPENDICULAR) APPLICATION
THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES
SECTION B -B WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB
RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION,
6 FEET FOR ALTERATIONS.
23 /a" C -C TRUNCATED DOME
n
C,' .. c 0 o
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2X" C-C o
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+
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DIA.
TRUNCATED DOME
VARIABLE J DETAIL
4' MINIMUM.
PAY LIMITS CG -12 DETECTABLE WARNING SURFACE
DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS)
DETAIL A VIRGINIA DEPARTMENT OF TRANSPORTATION
TYPE A (PERPENDICULAR) APPLICATION
CG-12 DETECTAJDDLE rB 1 DETAIL T.S.
N..T.S.
5' MIN.
4" - COMPACTED CRUSHER RUN
COMPACTED SUBGRADE
F TT\
12 SECTION N.T.S.
.�\ 10 1: 1 '' . se I wow it,
DETAIL
IIIISTEEL C1010, 20 lengths
.Steel mmulch p are hot-rolled Carbon steel,
01010, Fittings arecast In malleable iron
making Lixmi, weldable and barac'able
L�
4420 I ied vAfi V Gl annid
......................
429 4 Steel 1,40 lb/ft
- - -- ........ -- ............. ........
12 % DETAIL
MANIUFACTURER: JERITH MANUFACTURING CO.
SALES REPRESENTATIVE:
VIRGINIA RAILING AND GATES
LARRY WARE (804) 798 -8777
PRODUCT:
MODEL #: FE009 (4' GATE WHERE REQUIRED)
HEIGHT: 48" HT (OR EQUAL)
COLOR: BLACK
NOTIE: INSTALLATION BY VIRGINIA RAILING AND
GATES ON A PER DAY BASIS
MANUFACTURER: JULIUSBLUM
(800) 526 -6293 (OR EQUAL)
POST SET EVERY 4'0.C.
EIND TREATMENT: 'N' OR'S'
S -058
N.T.S.
S050
N.T.S.
NOTES:
1. DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL
WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE
TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR
PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT
SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW.
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT
WITH REQUIRED BARS.
4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE
AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A -4.
5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR.
MINIMUM CONCRETE COVER 1Y ".
6. CURB /CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB /CURB AND GUTTER.
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS
WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK
IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED
BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC.
ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS
OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS.
8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK
AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB.
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY
TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7
PERMISSIBLE
CONSTRUCTION
JOINT
# 5 DOWELS, 8" LONG 5' MIN. PERMISSIBLE SECTION
AT 12" C -C ""Fj CONSTRUCTION
B-13 2:1
12:1 MAX MIN
2'
B 1 �� 1- y
TRUNCATED DOMES
SHAPE TO MATCH FACE
OF ROADWAY CURB Y =
BACK OF CURB 48: 1 MAX.
ZO : 1 48: 1 MAX. U) 0
of
22' SECTION A -A
2Xa" C -C TRUNCATED DOME
2%" C -C tD 0 D 0 0 0 c 0 ,: 0 o
TRUNCATED DOME
VARIABLE _I DETAIL
4' MINIMUM.
PAY LIMITS CG -12 DETECTABLE WARNING SURFACE
DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS)
DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION
CG-12 DETECTABBLE WARNING SURFACE
TYPE B (PARALLEL) APPLICATION
11
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
M 5' MIN
� 121
I
A 4' SQUARE LANDING AREA
OUTSIDE OF TRAVELWAY
CPOSSWALK SHALL BE PROVIDED FOR
PERPENDICULAR CROSSWALK
WITHIN THE MARKED
CROSSWALK AREA.
-"-I l-- e" DIA.
DIA.
NOTES:
1. DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL
WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE
TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR
PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT
SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW.
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT
WITH REQUIRED BARS.
4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE
AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A -4.
5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR.
MINIMUM CONCRETE COVER 142 ".
6. CURB /CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB /CURB AND GUTTER.
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS
WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK
IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED
BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC.
ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS
OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS.
8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK
AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB.
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY
TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7 ".
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC STD. CG -2
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT 2' -0" 5' -0"
A _W7 BACK OF CURB 11 2 : 1 1 48: 1 MAX.
I 20 : 1 48: 1
--15' MI PERMISSIBLE CONST. o
JOINT
L SECTION A -A
A fJ TRUNCATED DOMES
TANGENT PLAN :; U,: `, ,• :u �r;�
•
1 :1
** MAX.
5' MIN.
8 )N AT • , 2" HIGHER THAN
Y
Q EDGE OF PAVEMENT
AT * , SAME AS
TOP OF CURB
O
U = THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE
r1 n UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS
' I AND ROADWAY GEOMETRICS PROVIDING THE DIMENSIONS AND
CROSSWALK SLOPES ARE AS NOTED.
TYPICAL PLACEMENT THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE
AT INTERSECTION USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES
WITH BUFFER STRIP WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET
CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK
WITH A WARPED SURFACE,
2Y8" C -C TRUNCATED DOME
f) ci :J
2 /e" C -C U Q , 0 C C, C o
+
DIA.
DIA.
TRUNCATED DOME
VARIABLE I DETAIL
4' MINIMUM.
PAY LIMITS CG -12 DETECTABLE WARNING SURFACE
DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS)
DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION
CG -12 DETECTABLE WARNING INN SURFACE
7CYP E O (PARA L]L�E]L & PERPENDICULAR) APPLICATION
P-028 P-029
12j DETAIL N.T.S. \,12_.,) DETAIL N.T.S.
ME owl
12 % DEg'AI]L
MANUFACTURER: GNR TECHNOLOGIES
JOHN CUNNINGHAM (800) 641 -4143
SUPPLIER: COMMERCIAL POWER SWEEPING
KARL STAUTY(757) 238 -2575
MODEL: PARK -IT PARKING CURB
LENGTH: 6'
COLOR: BLACK (WITH YELLOW MARKINGS)
MOUNTING: IN-GROUND
1/2 -INCH REBAR STAKE (FOR
ASPHALT) OR LAG SCREW (FOR
CONCRETE) TO BE PROVIED AND
INSTALLED PER MANUFACTURER'S
GUIDELINES BY CONTRACTOR
MANUFACTURER: VICTOR STANLEY, INC.
CLAIRE COOLIDGE (800) 368 -2573
SUPPLIER: MID - ATLANTIC PRODUCTS, INC.
REG MURPHY: (800) 544 -7529
SERIES: STEELSITES
MODEL: RB -28
COLOR: BLACK
LENGTH: 6'
NOTE:
CONTRACTOR TO PROVIDE ANCHOR BOLTS AND
INSTALL PER MANUFACTURER'S RECOMMENDATIONS
CONTRACTOR TO SET CONCRETE PAD PRIOR TO
INSTALLATION (2000 PSI MAX.)
12) DETAIL
\1pap
SECIrIP m `'m
O! F
2.5
2.5
iz�nr
PLAN ELEVATION
N..T.S. T.S.
S -054
N.T.S.
MANUFACTURER: GAMETIME
SALES REPRESENTATIVE:
CUNNINGHAM ASSOCIATES, INC.
LARRY FITZGERALD
(800) 235 -2440, EXT. 151
MODEL: SPRINGHILL SQUARE
(11781)
AGE GROUP: 5 -12
COLOR:
DARK GREEN POST AND TUFFCLAD
LANDINGS WITH BEIGE PLASTIC
PIECES
SAFETY SURFACING:
SEE DETAIL
NOTE:
CONTRACTOR INSTALLER SHALL BE
APPROVED BY MANUFACTURER
S -061
N.T.S.
12) DETAIL
12.5 GUAGE, HIGH - TENSILE,
SMOOTH WIRE. WRAP &
SECURE WIRE TO EACH POST.
PULL WIRE TIGHT BETWEEN
POST; TYP.
5' 'T' STEEL GLAV. POST
SUBGRADE DOUBLE ROW MAY BE
OMITTED- SEE PLANS
FOR DETAILS
.a oa oa
PLAN
S -052
N.T.S.
MANUFACTURER: GAMETIME
JOHN CUNNINGHAM (800) 235 -2440
SUPPLIER: CUNNINGHAM ASSOCIATES, INC.
LARRY FITZGERALD (800) 235 -2440, EXT. 151
MODEL: 28009
LENGTH: 6'
COLOR: BROWN WITH BEIGE POST
MOUNTING: IN- GROUND
NOTE:
CONTRACTOR TO INSTALL PER MANUFACTURER'S
RECOMMENDATIONS OR BE AN APPROVED INSTALLER
CONTRACTOR TO SET CONCRETE PAD PRIOR TO
INSTALLATION (2000 PSI MAX.)
12) DETAIL
S -055
N.T.S.
MANUFACTURER: GAMETIME
SALES REPRESENTATIVE:
CUNNINGHAM ASSOCIATES, INC.
LARRY FITZGERALD
(800) 235 -2440, EXT. 151
MODEL: PLAY PLAZA
(1 1778)
COLOR:
DARK GREEN POST AND TUFFCLAD
LANDINGS WITH BEIGE PLASTIC
PIECES
AGE GROUP: 2 -5
SAFETY SURFACING:
SEE DETAIL
NOTE:
CONTRACTOR INSTALLER SHALL BE
APPROVED BY MANUFACTURER
S -062
N.T.S.
ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telex 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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01 -21 -14
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REVISIONS:
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3. 10 -03 -14
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SCALE:
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ISSUED:
01 -21 -14
DRAWN
BY: SWE
REVISIONS:
1. 01 -21 -14
- INITIAL MSPA SUB.
)2�
2, 04 -18 -14
- CO. COMMENTS
3. 10 -03 -14
- CO. /ACSA COMMENTS
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NOTE:
BASKETBALL RIM AND POST
ASSEMBLY MAY BE EITHER
STATIONARY ADJUSTABLE
WITH NYLON NETTING AND
r A ACRYLIC BACKBOARD
RIM HT = 10' SUPPLIER:
(IF STATIONARY) SPORTS UNLIMITED
12' (800) 693 -6368
MODEL: CHALLENGER
SELECT
LANE SPACE MARKS = (WITH 30" SAFETY SETBACK)
2" WIDE BY 8" DEEP; (OR EQUAL)
a� TYP.
T H
f 14" SPACINGS
16" SOLID LINES NEUTRAL ZONE MARKS
12" WIDE BY 8" DEEP;
TYP.
Q
M / \
M
15'
NOTE:
STRIPING SHOULD BE VERIFIED BY
CONTRACTOR WITH STANARD
COURT LAYOUT BEFORE
INSTALLATION
C�}
THIS DETAIL IS ONLY FOR THE
PURPOSES OF SATISFYING THE
ALBEMARLE COUNTY
RECREATIONAL REQUIREMENT.
PLAN
• 1.5 11 BITUMINOUS CONCRETE SURFACE
0 0 0 0 0
4" VDOT 21 -A BASE
€
I f- COMPACTED SUBGRADE
SECTION
HALF-BASKETBDALL SURFACING AND STRIPING
1 DETAIL PLAN S -057
N.T.S.
�.',... POST TO BE AN EXTENSION OF
THE MAIN POST IN THE
BULKHEAD DESIGN.
�; A.�V ��I�l��.� \I. I'���I "I•: 1 ".� \11.1\
1 3 % SECTION
13) SECTION
TOP OF THE
BULKHEAD
2" SM -9.5A ASPHALT (TYP)
4" #21A AGGREGATE BASE COURSE (TYP.) - ROLLED & TAMPED.
EXTEND STONE 6" BEYOND EACH SIDE OF ASPHALT EDGE.
F— COMPACTED SUBGRADE
— 12' -0" WIDTH IN
(TYP. UNLESS OTHERWISE NOTED)
POSITIVE
SLOPE (TYP.) 1
D
n�
N.T.S.
P -052
N.T.S.
I� l" 11 I \ 18 I Ir)1 I6
13) DETAIL
MANUFACTURER: GAMETIME
SALES REPRESENTATIVE:
CUNNINGHAM ASSOCIATES, INC.
LARRY FITZGERALD
(800) 235 -2440, EXT. 151
MODEL: HORSE ( #279) WITH COIL SPRING
( #4885) - OWNER MAY CHANGE RIDER TYPE
PRIOR TO ORDERING- CONFIRM PRIOR TO
ORDERING
COLOR: STANDARD
SAFETY SURFACING:
SEE DETAIL
NOTE:
CONTRACTOR INSTALLER SHALL BE
APPROVED BY MANUFACTURER
18" EQ. EQ.
ROW SPACING (UNLESS
OTHERWISE
w^: "
ROOTBALL NOTED)
p: O.C. SPACING i
o
1.5" NAUTICAL /MARINE
BED WIDTH
I t ,` '
BRAIDED ROPE- MANILIA
PLAN
_ J
CAP, #1
j
STYLE. TREAD THROUGH
M
M
FASTENED W/
SYSTEM
1.75" HOLE IN POST AND
0
S.S. SCREWS
SUBGRADE
SECURE ENDS WITH KNOTS
---- - - - - --
f.
„ ..
OR WRAP ENDS.
�; A.�V ��I�l��.� \I. I'���I "I•: 1 ".� \11.1\
1 3 % SECTION
13) SECTION
TOP OF THE
BULKHEAD
2" SM -9.5A ASPHALT (TYP)
4" #21A AGGREGATE BASE COURSE (TYP.) - ROLLED & TAMPED.
EXTEND STONE 6" BEYOND EACH SIDE OF ASPHALT EDGE.
F— COMPACTED SUBGRADE
— 12' -0" WIDTH IN
(TYP. UNLESS OTHERWISE NOTED)
POSITIVE
SLOPE (TYP.) 1
D
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N.T.S.
P -052
N.T.S.
I� l" 11 I \ 18 I Ir)1 I6
13) DETAIL
MANUFACTURER: GAMETIME
SALES REPRESENTATIVE:
CUNNINGHAM ASSOCIATES, INC.
LARRY FITZGERALD
(800) 235 -2440, EXT. 151
MODEL: HORSE ( #279) WITH COIL SPRING
( #4885) - OWNER MAY CHANGE RIDER TYPE
PRIOR TO ORDERING- CONFIRM PRIOR TO
ORDERING
COLOR: STANDARD
SAFETY SURFACING:
SEE DETAIL
NOTE:
CONTRACTOR INSTALLER SHALL BE
APPROVED BY MANUFACTURER
18" EQ. EQ.
ROW SPACING (UNLESS
OTHERWISE
w^: "
ROOTBALL NOTED)
p: O.C. SPACING i
\ 13 )SECTION, P]LAN
S -061
N.T.S.
1" X 4" X 5 1/2" P.T. SOUTHERN YELLOW PINE
/- POST CAP (CUT DOWN TO FIT POST TOP)
WITHOUT OVERLAP. ATTACH TO POST
W/ (4) 6d GALV. TWIST NAILS
2" X 4" X 30" ZINC COATED FENCE. TENSION
FENCE BETWEEN POST PRIOR TO
A ATTACHING TO POST WITH MIN.
20 (6) 1 1/2" ZINC COATED FENCE STAPLES
4" X 4" X 5' P.T. SOUTHERN YELLOW PINE
POST, SET TRUE AND PLUMB, 8' -0" O.C.
MULCH LAYER (AS SPECIFIED)
1 TRENCH EDGE (TYPICAL)
FINISHED GRADE
PLANTING SOIL MIX (AS SPECIFIED)
CULTIVATE A 4" MINIMUM LAYER OF
PLANTING SOIL MIX INTO BED.
1" OF CROWN FOR EVERY FOOT OF BED
WIDTH. TOPS OF ROOTBALLS TO BE SET A
MINIMUM OF 2" ABOVE FINISHED GRADE.
1" X 4" X 3 1/2" P.T. SOUTHERN YELLOW PINE
POST. MITRE TOP. ATTACH FENCING TO
POST WITH (6) 6d GALV. TWIST NAILS
1r� 1O .Wv 1 , .KW04109-9-1
lr�
13) DETAIL
MANUFACTURER: GAMETIME
SALES REPRESENTATIVE:
CUNNINGHAM ASSOCIATES, INC.
LARRY FITZGERALD
(800) 235 -2440, EXT. 151
17� 101114 4[:I111-1:
COLOR: STANDARD
SAFETY SURFACING:
SEE DETAIL
q3
NOTE:
CONTRACTOR INSTALLER SHALL BE
APPROVED BY MANUFACTURER
Q, -nll n r,
POST AND WI12E FENCE
S -038 ELEVATION
N.T.S.
SHRUB; SEE LANDSCAPE NOTE: CONTRACTOR TO CONTACT
PLAN FOR SPECIES. FOR L.A. AND PLAYGROUND REP 48
PLANTING SEE LANDSCAPE HOURS PRIOR TO BEGINNING
DETAIL A INSTALLATION
2® CONTRACTOR TO PLACE 12 INCHES
o
TOP OF GTIMPAX ENGINEERED OF UNCOMPACTED ENGINEERED FIBER SURFACE UNDER PLAY
WOOD FIBER SUREFACE ONCE EQUIPMENT. CONTACT
_j PLAYGROUND PLAYGROUND REPRESENTATIVE
FOR ORDERING AT (540) 798 -4031.
FILTER FABRIC TO BE INSTALLED
���� ��j�•,� j, ' .+ 1 AFTER FOOTINGS FOR PLAY
�x EQUIPMENT AND UNDER DRAIN ARE
tI �I IN PLACE
Mil II II #I I
II II II II II,1 II i€ II II 11 II II,II 11 11 11 II II II II II II.�Nit 11 Il.mm
II I I€ T 11 T Ili Ii.l 11 T fii 'll
I i i I I I I !El I I I :--°I I I I I I I I T I I I I I I y I I
10 I I!HI I I II II 11 II =1I II 4 AND 8 INCH PERFORATED PVC SOCK
II II mmII ii 11 II li II II II I III #I 1=1 1 II Fitt-
1 II ;
II i1 II II II El II ElI II l II I II I l 41 II it 11. PIPE (SEE PLANS FOR ALIGNMENT
ail ; IIII 11 li II II fl I� fl II II mmII Il m li I; iI.- Il. ).
AND LOCATION CONTRACTOR TO
II 1€ II I1° II II II 11 II, flmmII II "�II 11:mmi1 II II II ENSURE POSITIVE DRAINAGE.
SUBGRADE 11t ii III� -II I11-1III l II !I I II VIII II Il ll�li II II II'IIII fl.11II III I €III; BACKFILL TRENCH AROUND PIPE W/
II }IiII ,,:II_; II {I "-1I ,..IIa ill iIIiT IIiIIli E� II;IIE WASHED VDOT #57 OR #5
NHL TO'T LOT SURFACE INSTALLATION
S LaC Jt �lO� S - 066
\ N.T.S.
[4 06IM00% a\11 m I V I
SECTION
7" REINFORCED CONCRETE SLAB;
41000 MIN. PSI., AT 28 DAYS FINISH
lf0 MATCH TYPICAL SIDEWALK
REINFORCED WITH 6" X 6" W,9/10
VNWM. STAMP FINISH MAY BE APPLY
AT OWNER'S DISCRETION.
611 X6 "W1 5/10 WWM
41" COMPACTED VDOT #21A STONE BASE -
VDOT (UD -4) UNDERDRAINS AS REQUIRED BY
VDOT
95% COMPACTED SUBGRADE;
REMOVE ALL ORGANIC MATERIAL
H -023
N.T.S.
S -065
N.T.S.
AULCH LIMITS, TYP.
7" REINFORCED CONCRETE SLAB;
4000 MIN. PSI., AT 28 DAYS FINISH
TO MATCH TYPICAL SIDEWALK
REINFORCED WITH 6" X 6" W"%0
'WWM
6" X 611 W' %o WWM
4" COMPACTED VDOT #21A STONE BASE -
VDOT (UD -4) UNDERDRAINS AS REQUIRED BY
'VDOT
95% COMPACTED SUBGRADE;
REMOVE ALL ORGANIC MATERIAL
S -039
N.T.S.
13/ SECTION
o
o ,
BED WIDTH
N.T.S.
PLAN
_ J
CAP, #1
DEADMAN
�€
d
FASTENED W/
SYSTEM
UNDISTURBED
0
S.S. SCREWS
SUBGRADE
_
---- - - - - --
f.
_
Z
R.S.
SEE DETAIL A
#12x3"
CULTIVATE SOIL WITH ROTOTILLER TO A
HORIZONTALS;
>:
Q
SCREWS
I
MINIMUM DEPTH OF 12 ". BREAK THROUGH ANY
.
,
.:: .
Z
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EXISTING "HARD PAN" AND REMOVE TO PROVIDE I r
_
W.
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GOOD PERCOLATION AND POSITIVE DRAINAGE.
it
1" DIA CONCRETE FOOTING WITH 2" VA #57
SECTION
CRUSHED STONE (WASHED) COURSE. SLOPE
�
TOP FOR DRAINAGE.
ds
ara3
POST
AND
W
WIRE
,as ?art f
Akaa'!at
FENCING
AaJ
xr
t�X
\ 13 )SECTION, P]LAN
S -061
N.T.S.
1" X 4" X 5 1/2" P.T. SOUTHERN YELLOW PINE
/- POST CAP (CUT DOWN TO FIT POST TOP)
WITHOUT OVERLAP. ATTACH TO POST
W/ (4) 6d GALV. TWIST NAILS
2" X 4" X 30" ZINC COATED FENCE. TENSION
FENCE BETWEEN POST PRIOR TO
A ATTACHING TO POST WITH MIN.
20 (6) 1 1/2" ZINC COATED FENCE STAPLES
4" X 4" X 5' P.T. SOUTHERN YELLOW PINE
POST, SET TRUE AND PLUMB, 8' -0" O.C.
MULCH LAYER (AS SPECIFIED)
1 TRENCH EDGE (TYPICAL)
FINISHED GRADE
PLANTING SOIL MIX (AS SPECIFIED)
CULTIVATE A 4" MINIMUM LAYER OF
PLANTING SOIL MIX INTO BED.
1" OF CROWN FOR EVERY FOOT OF BED
WIDTH. TOPS OF ROOTBALLS TO BE SET A
MINIMUM OF 2" ABOVE FINISHED GRADE.
1" X 4" X 3 1/2" P.T. SOUTHERN YELLOW PINE
POST. MITRE TOP. ATTACH FENCING TO
POST WITH (6) 6d GALV. TWIST NAILS
1r� 1O .Wv 1 , .KW04109-9-1
lr�
13) DETAIL
MANUFACTURER: GAMETIME
SALES REPRESENTATIVE:
CUNNINGHAM ASSOCIATES, INC.
LARRY FITZGERALD
(800) 235 -2440, EXT. 151
17� 101114 4[:I111-1:
COLOR: STANDARD
SAFETY SURFACING:
SEE DETAIL
q3
NOTE:
CONTRACTOR INSTALLER SHALL BE
APPROVED BY MANUFACTURER
Q, -nll n r,
POST AND WI12E FENCE
S -038 ELEVATION
N.T.S.
SHRUB; SEE LANDSCAPE NOTE: CONTRACTOR TO CONTACT
PLAN FOR SPECIES. FOR L.A. AND PLAYGROUND REP 48
PLANTING SEE LANDSCAPE HOURS PRIOR TO BEGINNING
DETAIL A INSTALLATION
2® CONTRACTOR TO PLACE 12 INCHES
o
TOP OF GTIMPAX ENGINEERED OF UNCOMPACTED ENGINEERED FIBER SURFACE UNDER PLAY
WOOD FIBER SUREFACE ONCE EQUIPMENT. CONTACT
_j PLAYGROUND PLAYGROUND REPRESENTATIVE
FOR ORDERING AT (540) 798 -4031.
FILTER FABRIC TO BE INSTALLED
���� ��j�•,� j, ' .+ 1 AFTER FOOTINGS FOR PLAY
�x EQUIPMENT AND UNDER DRAIN ARE
tI �I IN PLACE
Mil II II #I I
II II II II II,1 II i€ II II 11 II II,II 11 11 11 II II II II II II.�Nit 11 Il.mm
II I I€ T 11 T Ili Ii.l 11 T fii 'll
I i i I I I I !El I I I :--°I I I I I I I I T I I I I I I y I I
10 I I!HI I I II II 11 II =1I II 4 AND 8 INCH PERFORATED PVC SOCK
II II mmII ii 11 II li II II II I III #I 1=1 1 II Fitt-
1 II ;
II i1 II II II El II ElI II l II I II I l 41 II it 11. PIPE (SEE PLANS FOR ALIGNMENT
ail ; IIII 11 li II II fl I� fl II II mmII Il m li I; iI.- Il. ).
AND LOCATION CONTRACTOR TO
II 1€ II I1° II II II 11 II, flmmII II "�II 11:mmi1 II II II ENSURE POSITIVE DRAINAGE.
SUBGRADE 11t ii III� -II I11-1III l II !I I II VIII II Il ll�li II II II'IIII fl.11II III I €III; BACKFILL TRENCH AROUND PIPE W/
II }IiII ,,:II_; II {I "-1I ,..IIa ill iIIiT IIiIIli E� II;IIE WASHED VDOT #57 OR #5
NHL TO'T LOT SURFACE INSTALLATION
S LaC Jt �lO� S - 066
\ N.T.S.
[4 06IM00% a\11 m I V I
SECTION
7" REINFORCED CONCRETE SLAB;
41000 MIN. PSI., AT 28 DAYS FINISH
lf0 MATCH TYPICAL SIDEWALK
REINFORCED WITH 6" X 6" W,9/10
VNWM. STAMP FINISH MAY BE APPLY
AT OWNER'S DISCRETION.
611 X6 "W1 5/10 WWM
41" COMPACTED VDOT #21A STONE BASE -
VDOT (UD -4) UNDERDRAINS AS REQUIRED BY
VDOT
95% COMPACTED SUBGRADE;
REMOVE ALL ORGANIC MATERIAL
H -023
N.T.S.
S -065
N.T.S.
AULCH LIMITS, TYP.
7" REINFORCED CONCRETE SLAB;
4000 MIN. PSI., AT 28 DAYS FINISH
TO MATCH TYPICAL SIDEWALK
REINFORCED WITH 6" X 6" W"%0
'WWM
6" X 611 W' %o WWM
4" COMPACTED VDOT #21A STONE BASE -
VDOT (UD -4) UNDERDRAINS AS REQUIRED BY
'VDOT
95% COMPACTED SUBGRADE;
REMOVE ALL ORGANIC MATERIAL
S -039
N.T.S.
13/ SECTION
H -020
N.T.S.
CAP, #1
DEADMAN
DETAIL 'A'
d
FASTENED W/
SYSTEM
TYPICAL SCREW
0
S.S. SCREWS
TURF LINE
PATTERN -.�:
---- - - - - --
f.
a.
Z
R.S.
SEE DETAIL A
#12x3"
o
HORIZONTALS;
>:
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w
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ANCHOR
BOARDS
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PILING;1 –;- €II "III" ' BULKHEAD
m l immlill l" =I Im 111 l l-1 11
FILTER
5' SHELF FABRIC
TIE rl _r l
ROD
SECTION
TIMBER PILE
III LIt. lily DEADMEN NOTES:
II III 1. A 5' MIN. SHELF REQUIRED.
TIMBER ROUGH° r L` 2. EXCAVATION TO BE COMPLETED
TIMBER ROUGH
SAWN HORIZONTALS ,;:r PRIOR TO CONTRACTOR MOBILIZING.
AXIOMETRIC SAWN VERTICALS 3. BACKFILL TO BE READILY AVAILABLE TO
rM
WOODEN BULKHEAD THE WORK AREA.
DETAIL, SECTION, AXIOMETRIC S -072
N.T.S.
MANUFACTURER: SALSBURY INDUSTRIES
(800) 624 -5269
MODEL: 3316 MOUNTED ON A PEDESTAL ( #3385)
(OR EQUAL)
COLOR: STANDARD
# OF BOX UNITS: AS STATED ON PLANS
skiff 11
13) DETAIL
NOTE:
CONTRACTOR TO PROVIDE ANCHOR
BOLTS AND INSTALL PER
MANUFACTURER'S RECOMMENDATIONS
CONTRACTOR TO SET CONCRETE PAD
PRIOR TO INSTALLATION (2000 PSI MAX.)
S -059
N.T.S.
MANUFACTURER: SALSBURY INDUSTRIES
(800) 624 -5269
MODEL: 2402 MOUNTED ON A PEDESTAL
( #3465) (OR EQUAL)
COLOR: STANDARD
NOTE:
CONTRACTOR TO PROVIDE ANCHOR
BOLTS AND INSTALL PER
MANUFACTURER'S RECOMMENDATIONS
CONTRACTOR TO SET CONCRETE PAD
PRIOR TO INSTALLATION (2000 PSI MAX.)
PARCEL LOCKER
DETAIL S -060
N.T.S.
ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
e swedwards8l68@gmaii.com
www.edwardsdesignstudio.com
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MANUFACTURER: SALSBURY INDUSTRIES
(800) 624 -5269
MODEL: 3316 MOUNTED ON A PEDESTAL ( #3385)
(OR EQUAL)
COLOR: STANDARD
# OF BOX UNITS: AS STATED ON PLANS
skiff 11
13) DETAIL
NOTE:
CONTRACTOR TO PROVIDE ANCHOR
BOLTS AND INSTALL PER
MANUFACTURER'S RECOMMENDATIONS
CONTRACTOR TO SET CONCRETE PAD
PRIOR TO INSTALLATION (2000 PSI MAX.)
S -059
N.T.S.
MANUFACTURER: SALSBURY INDUSTRIES
(800) 624 -5269
MODEL: 2402 MOUNTED ON A PEDESTAL
( #3465) (OR EQUAL)
COLOR: STANDARD
NOTE:
CONTRACTOR TO PROVIDE ANCHOR
BOLTS AND INSTALL PER
MANUFACTURER'S RECOMMENDATIONS
CONTRACTOR TO SET CONCRETE PAD
PRIOR TO INSTALLATION (2000 PSI MAX.)
PARCEL LOCKER
DETAIL S -060
N.T.S.
ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
e swedwards8l68@gmaii.com
www.edwardsdesignstudio.com
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ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan@alanfrankiinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168@gmaii.com
www.edwardsdesignstudio.com
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3. 10-03-14 - CO./ACSA COMM ENTSD
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Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan@alanfrankiinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168@gmaii.com
www.edwardsdesignstudio.com
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Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan@alanfranklinpe.com
STEVEN W. EDWARDS
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4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168@gmall.com
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Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telex 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @aianfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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Table 6: Sump Inlet Design Table
INLETS IN SUMP, DESIGNS (CURB SPREAD AND INLET SPREAD AN, D DEPTH
Intensity
I 4,00 I
Hydrology
(Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth)
Pipe
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Mannings Coefficient, n is
0.013
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Pipe run: A
A19
A18
0.11
0.55
0.061
0.061
Inlet
6.67
0.40
0.40
561.91
Hydrology
31.03
0.013
Curb and Gutter
15
7.60
3.42
0.15
Inlet
A18
A17
0.35
0.40
0.140
0,201
`5 15
6,62
0.93
1.:33
561.38
560.35
18,10
0.013
5.69
N
o_
15.41
7.73
.6
&
C
A16
0.00
0.00
0.000
0.255
519
6.50
0.00
1M
560.25
557.85
86.30
0.013
2.78
15
10.77
6.31
0.2:;3
includes roof 7
A16
c
0.05
0.85
0,043
0.342
5.42
6.53
m
�
557.75
556.87
59.20
0.013
1.49
15
'17,88
5.50
0.18
C
A15
A14
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m
0.0'77
0,539
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Q
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0.50
3.49
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554.65
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5.41
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A13
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is
6.14
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549.64
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543.66
543.40
34.80
LEFT
0.30
0.40
0.120
0.48
0.00
0.48
0.0580
0.0500
2,0
0.0830
1.6600
1.62
1.00
6,061
0.00
21,55
543.30
542.73
76.30
0.013
RIGHT
0.05
0.55
0.028
0.11
I 0.00
0.11
0.0164
0.0500
2.0 1
0.0830
1 1.6600 1
1.18 1
1.00
0.,(33
22.02
542.63
carryover f rom A 1 9
A18
I DI-2C 1
4.0
30
35.42
7.64
Qt @ I = 6.5 in /hr =
1.0
A7
A6
0.10
0.80
0.080
4.523
7.26
0.30
1 0.005 1
2.97
542.31
541.78
70.90
0.013
0,75
30
35,46
7.98
0.15
includes 131
A6
A5
0.00
0.00
> '.0015
5.731
7.41
5,96
0,00
34.15
541.68
541.09
79.00
0.013
0.75
30
35.4:1
8.24
0.16
includes A6 -1
A5
A4
0,20
0.85
0.170
5.901
7.57
5.92
1.01
I 34.92
540.99
540.66
carryover fromA16
ALL
0.09
1 0.85
10.07-71
031
1 0,00
031
1
0.0200
1 1
0.60
1 1
6.081
7.63
A15
I DI -2A 1
2.0
540.56
539.10
27.20
Qt @ I = 6.5 in /hr =
0.5
30
95.03
18.04
0.03
A3
A2
0.32
1 0,005 1
5.73
6,081
7.65
5,90
0.00
35.86
539.00
529.00
65.46
0.013
15.28
30
160.32
26.36
0.04
A2
Al
0.00
0.00
0.000
6,081
7.69
5.89
0.00
35.80
528.90
528.00
39.50
0.013
2.281
30
61.91
13.09
0.05
-
ALL 1
0.23
1 0.75
10.1731
0.69
1 13.00
0.69
1
0.0200
1 1
1 1
1
A15
A14
I DI -2C 1
4.0
0.120
5,00
6,67
Qt @ I = 6.5 in /hr = '
1.1
557.63
556.87
44.00
0,013
1,73
15
8.49
0.37
1 0,006 1
7.90
A14 -1
A14
0.16
0.85
0.136
0.136
5,00
6.67
0.91
0.91
555.67
554.65
43.80
0.013
2.33
15
9.86
5.25
0.14
-
ALL
0.16
0.75
0.'120
0.48
0.00
0.48#
0.0200
1 1
1
A 13
I DI -2A 1
4.0
A6 -9
A6 -8
0.08
Qt @ I = 6.5 in /hr =
0.8
0.048
5.00
6,6'7
0.32
0.32
569.00
567.65
0.34
1 0.005 1
6.39
15
7,98
3,92
0.38
LEFT 1
0.08
1 0.85
100681
0.27
I 0.00
0.27
0.0010 1
0.0200
1 2.0 1
0.0830
1 4.1500 1
4.93
0.89
0.013
1.8::.
15
8.71
5.11
t,. ; f
RIGHT 1
0.12
1 0.80
10.096
1 0.38
1 0.02
0.40
0.0010 1
0.0200
1 2.0 1
0.0830
1 4.1500 1
6.31
0.80
1.88
15
8,87
carryover from A7
A5
I DI-2CC 1
6.0
A6 -5
0.30
0.45
Qt @ I = 6.5 in /hr -
1.1
1
6.37
0.86
2,'i 1
564.10
561.20
146.10
0.35
1 0.005 1
6.76
9.10
6,27
039
LEFT 1
0.21
1 0.60
1 0.126
0,186
01.04
0,55
0.0010 1
0.0200 1
2.0 1
0.0830
1 4.150[} 1
7.45 1
0.72
10.75
15
21.18
12.86
0.05
A6 -4
RIGHT 1
0.09
1 0.60
10,054
1 0.22
1 0.00
0.22
0.0010 1
0.0200 1
2.0 1
0.0830
1 4.1500 1
4.23 1
0.94
15
8,09
6.71
carryover from A8
A4
DI-2CC 1
6.0
0.00
0.00
0.000
Qt @ I = 6.5 in /hr =
1.2
6.18
0.00
4.03
555.50
553.10
158.40
0.013
0.35
1 0.005 1
6.00
6.63
0.40
A6 -2
A6 -1
0.28
0.55
0.154
0.807
6.97
6.07
0,94
4.90
553.00
546.10
156.50
0.013
4.41
15
13.56
10.39
0.25
A61
A6
LEFT
0.16
1 0.45
1 0.072
1 0.29
1 0.00
0.29
0.0010 1
0.0200
2.0
0.0830
4.1500
5.17
0.88
� '
1....32
14.48
��
0.c;�
RIGHT
0.07
10.45
1 0.032
0.13
I 0,00
0.13
0.0010 1
0.0200
2.0 1
0.0830
1 4.'1500 1
2.51
1.00
-
A6 -8
I DI -2A 1
2.0
Qt @ I = 6.5 in /hr =
0.7
0.35
1 0.005 1
7.17
B4
B3
0.08
0.85
0.068
0.068
0.00
9,08
O.62
0.62
556.06
553.50
81.40
0.013
3.14
15
11.46
4.98
0.27
-
133
ALL 1
0.41
0.70
1 0.287
1,15
0.00
1.15
1,03
0.0200
553.40
551.80
110.90
0.013
1.44
C2
I
DI -2C 1
4.0
includes 133 -1
B2
B1
Qt @ I = 6.5 in /hr =
1.9
3 t�
?. .
,
53
(11,61
8.6
1 18
4. 1
6
551.70
0.37
1 0.006 1
8.14
3
1.9 ,
15
u
8.,,8
7.36
,,.i4
includes 132 -1
B1
A7
0.17
0.8 0
�
ti. .,5
0 781
r �
,z.8..
�
_ .,,i
1.15
'r
6.6a
549.55
547.19
60.00
0,013
t ,�
� �
1,111.'
15
12.81
10.54
0.09
includes 131 -1
carryover from D1
ALL 1
0.43
10.75
1 0323 1
1.29
0.00
1.29
1
0.0200 1
1
6.67
1 1
1
554.15
Cl
I DI -2A I
10.0
2.20
15
C-?.59
Qt @ I = 6.5 in /hr =
2.1
0.37
1 0.006 1
8.25
132 -1
132
0.17
0.80
0.136
0.138
5.00
6.67
0.9`1
0.91
552.20
551.80
29.50
0.013
1, 36
15
7.52
4.25
0.12
ALL I
0.20
0.80
17.160
0.64
0.00
0.64
131 -1
0.0200
1 0.15
1 0.75
1 0.113
1 0,113
1 5.00
C2 -1
I DI-2A 1
2.0
1 550.05
1 549.65
1 38.03
Qt @ I = 6.5 in /hr =
1.0
15
6,62
1 3.68
1 0.17
0.34
1 0.005 1
6.75
Pipe run: C
C7
C6
0.19
0.40
0.076
0,076
5.00
6,67
0.51
0.51
552.75
552.25
48,80
1::(
1.02
15
6.34
3.31
0.25
C6
C5
0.06
0.90
0,054
x3.130
-
..........
- -11-1111-111
ALL
0.28
0.75
1 13.210
.84
0.00
0.84
1
0.0200 1
1
includes roof 10
1 1
1
0.10
C1 -1
7I -2A
2.0
.,6€3
6;. =85
f' 4^
,r. t
Qt @ I 6.5 in /hr =
3.4
550.10
33.00
0.013
� ��
i,,,i
15
1i3.f;l
5.89
0 37
U r `6
8.09
C3
0,06
0.90
n
x,.054
0,249
5.76
6.12
0.35
1,60 6
550.00
549.10
1
8 .30
0.013
1.11
15
6,80
4.61
0.29
includes roof 11
C3
C2
carryover fromA14 -1
ALL
0.24
0.55
0.132
0.53
0.00
0..53
549.00
0.0200
72.30
0.013
2.93
15
11,06
D4
0.28
DI -2C
4.0
C1
0.41
0.70
Qt @ I = 6.5 in /hr =
0.9
6.33
6,25
1,79
4,69
546.78
545.90
117.00
0.35
0.005
6.91
1 5.613
5.13
0,38
includes C2 -1
Cl
All
0.43
075
0.323
1,337
6.71
6,14
1.98
8.21
545.80
545.00
79.75
0.013
1,00
18
10.52
6.63
0.20
includes C1 -1
ALL
0.12
0.70
0.084
0.34
0.00
0.34
5.00
0.0200
1.07
1,07
547.75
547.30
90.00
D3
DI-2A
2 0
4.57
3.09
0.49
Qt 1 6.5 in/hr
Q @
1 r
� ,a
0 32
r
0 00�
5 73
C1 -2
C1 -1
0.06
0.90
0.054
0.054
5.00
6.67
0.36
0.36
552.80
549.80 1
102.70
0,013
2,92
15
LEFT
..1111 .
0.04
0.75
O.L 0
0,12
C.05
0.17
0.0010
0.0200
2.0
0.0830
4.1500
3.38
0.98
549.70
549.00
1 70.20
0.013
1.00
15 1
6,45
RIGHT
0.04
0.85
0.034
0.14
0.00
0.14
0.0010
0.0200
2.0
0.0830
4,1500
2.75
1.00
carryover from D2
D2-1
DI-2C
2.0
Pipe run: D
Qt 1 6.5 in /hr
0
0.82
0. 45
a. ..
t .s �9
0. �e�,
`3
1,,.00
,
4, ,o
5
� .,8
..
0.32
3 r
(OO
5.73
70.06
0.013
1.6 4
15
8.28
5.29
�-:.,
.,.i2
D4
D3
0.70
0.50
0.350
0.719
15.22
4.52
1.58
3.25
560.50
555.70
95.75
0.013
5.01
15
14.46
LEFT
0.06
0.45
0.027
0.11
0.00
0.11
0.0164
0.0500
2.0
0.0830
1.6600
1.18
1.00
554.27
35.50
0.013
'
15
'12.50
9.25
0,06
D2
D1
0.03
0.80
0.024
0,983
15.45
4.48
0.11
4.41
554.17
552.10
55.00
0.013
5,76
longitudinal approach
12.53
9.32
0.10
RIGHT
0.14
0.50
0,070
0.28
0.00
0,28
0.0725
0.0500
2.0
0.0830
1.6600
1.30
1.00
0.013
6.16
15
16,03
11.25
0.02
grades on both sides of
E15
DI-2A
2.0
Qt @ I = 6.5 in /hr =
0.6
0.34
0.005
6.47
inlet arej-L-,jQjjQdj2�_
L EFT
0.07
0.65
0.046
0.18
0.04
0.22
0.0010
0.0200
2.0
0.0830
4.1500
4.2 3
i)_'9 `,
RIGHT
0.05
0.65
0.033
0.13
0.01
0.14
0.0010
0.0200
2.0
0.0830
4.1501}
... „
. . ,
carryover from E6 and E4
E5
DI -2A
2.0
Qt @ I = 6.5 in /hr =
0.6
0.34
0.005
6.47
Pipe run: E
LEFT
0.13
0.50
0,061;1
0.261
0.00
0.26
0.0157
0.0500
2.0
0.0830
1.6600
1.64
1.00
0, 7G 1
15
5.39
Trt-
01.23
E14
E13
0.00
0.00
Ov
MOO
,. ,
-..�3
�. ,,.
'} ^
Ov
1.28
561.17
560.25
87.70
0.013
'1.05
15
5.
, C2
4.32 1
longitudinal approach
includes E14 -1
E13
E12
RIGHT
0.06
0.45
0, {127
0,11
0.00
0,11
0.0725
0.0500
2.0
0.0830
1 6600
0.89
1.00
7.34
5.69
0.21
includes E13 -1 & roof 1
E12
E11
0.01
0.70
0.007
0,884
5.77
6.42
0.04
5 67
559,14
555,96
132.40
0.013
2,40
15
10.01
8.50
0.28
includes G1 & H1
grades on both sides of
E14 -1
DI 2A
2 .0
0,135
1.272
6,03
Q t 1 6.5 in /hr
O.�c
8.06
555,86
553.90
112.40
0.013
1,74
18
0 34
,Y
0 CO,.
6.47
inlet are as indicated
E10
E9
0.12
0.80
0.096
1.368
6.27
6.27
0.60
8,57
553.80
550.00
108.50
0.013
3.50
18
19.66
10.84
0,17
carryover from F3
ALL
0.13
0.80
0.104
0.42
0.03
0.45
0.85
0.0200
549.90
548.90
29,40
0,013
3,40
F2
19.37
DI -2A
2.0
E8
E7
Qt @ I = 6.5 in /hr =
0.7
0,248
1.752
6,48
6.21
1.54
10.87
548.80
0.35
0.005
7.17
2.06
18
15,07
9.37
LEFT
0.03
0.85
0.026
0.10
0,00
0.10
0.0010
0.0200
2.0
0.0830
4.1500
1.92
1.00
83.80
0.013
2.95
18
18.03
10.99
0.13
RIGHT
0.03
0.80
0.024
0.10
(3.05
0.14
0.0010
0.0200
2.0
0.0830
4.`1500
2.75
1.00
0.013
<..3t,
18
carryover from F1 -1
F1
DI-2A
2.0
E5
E4
0,12
Qt @ I 6.5 in /hr =
0.4
2.235
6.84
6.11
0,48
13,65
542.78
542.05
0.31
0.o05
4.93
18
14,23
9.17
0.07
E4
E3
0.11
0.75
0.083
3.097
5,91
6.09
0.50
18.86
541.95
541.20
35.30
0.013
2.12
24
32,97
10.93
0.05
includes E4 -1
E3
E2
0.05
0.90
0.045
3.142
6.96
6.08
0.27
1:-:.09
541.10
534.00
86.50
0.013
8.21
24
64.81
18.00
ALL
0.12
0.60
0.072
0.29
0.00
0.29
3.142
0.0200
6.05
0.00
19.02
531.00
529.00
G2
DI -2A
2.0
24
48.23
14.50
Qt @ I = 6.5 in /hr =
0,r.
0.32
0.:)05
5.73
E4 -6
E4 -5
0.19
0.70
0.133
0.133
0.00
9.08
1.21
1.x::1
561.10
557.10
33.410
0.013
11,98
15
22.36
10.35 1
0.05
E4 -5
E4 -4
0,17
0.60
0,102
0.235
0,05
9.04
0.92
2.12
557.00
5557
84.50
ALL
0.05
0.85
0,043
0.17
0.00
0.17
E4 -4
0.0200
0.00
0.00
0.000
,(',.z ,s,3
23
0.30
H2
DI-2A
2.0
555.50
552.10
138.20
Qt @ I = 6.5 in /hr =
0.3
15
10. ; 3
6.69 1
0.34
E4 -3
E4 -2
0.29
0.004
4.07
0,395
0.64
8.815
1.38
3.41
552.00
547.10
176.70
0.013
2.77
15
'10.76
7.94
0.37
E4 -2
E4 -1
0.70
0.55
0.385•
0,780
1,01
8.43
3,24
6,57
547.00
546.10
30.00
0.013
3,00
15
11,19
9.56
0.05
E4 -1
E4
0.00
0.00
0,000
0.780
1.07
-
ALL
0.09
0.85
0,077
0.31
:).fi0
0.31
15
0.0500
12.15
0.10
H1
DI-2A
2.0
Qt @ I = 6.5 in /hr =
0.S•
0.26
0.004
2.29
E14 -1
E14
0.19
0.50
0.095
0.095
5.00
€3.67
0,63
0.63
564.57
561.27
26.30
0.013
12.55
15 j
22,88
8.42
0.05
LEFT
0.06
0.85
0.051
0.2 .0
0.02
0.:11
0.0010
0.0200
2.0
0.0830
4.1500
4.23
0.94
E13 -1
E13
0.05
0.60
0.030
0,129
RIGHT
0.13
0.80
0.104
0.42
0.00
0.42
0.0010
0.0200
2.0
0.0830
4.1500
6.49
0.79
carryover from 13
13 -1
DI-2C
6.0
Qt @ I = 6.5 in /hr =
1.0
0.34
0.005
6.35
0.75
0.105
0.105
5.00
LEFT
0.22
0.55
0.121
0.48
0.00
0.48
0.0010
0.0200
2,0
0.0830
4.1500
6.99
0.75
RIGHT
0.06
0.85
0.051
0.20
0.03
0.24
0.0010
0.0200
2.0
0.0830
4.1500
4.53
0.92
0.13
0.75
0.098
carryover from 14
15
DI-2C
6.0
0.65
544.97
544.49
Qt @ I = 6.5 in /hr =
1.2
1.61 1
15
8.18
4.22
0.12
0.35
0.005
7.17
Pipe run: F
F3
F2
0.13
0.75
0.098
0,098
5.00
6.67
0.65
0.65
558.44
557.13
66.30
0.013
1.98
15
9.08
4.50
0.25
F2
F1
0.13
0.80
011,014
carryover from N5
ALL
0.29
0.80
0,232
0.93
0,04
0.97
0.013
0.0200
15
1033
5,93 5.93
0,_6
N4
E11
DI -2A
6.0
0.051
0153
5.31
Qt @ I = 6.5 in /hr =
1,6
1.66
556.35
555.96
36.90
0.013
1.06
15
0.38
0.006
8.68
includes F1 -1
F1 -2
F1 -1
0.08
0.85
0.008
0.068
0.00
9.08
0.62
0,62
557.01
556.76
35.50
0,013
0.70
15
5,42
3,05
019
F1 -1 I
-
ALL
0.06
0.75
0.045
0.18
0.00
0.18
1.47 1
0.0307
556.45 1
27.65 1
0.013 1
0,76 1
15 1
N3
3.97 1
DI -2A
2.0
Qt @ I = 6.5 in /hr =
0.3
0.27
0,004
2.65
Pipe run: G
G3
G2
0.28
0.80
0.224
0.224
5, 00
6x.6 7
1.49
1.49
564.10
562.95
37.50
0.013
3.07
15
11.31
6.64
0.09
G2
G1
0.12
0.60
0.072
0.296
5.09
6.63
0.48
1.95
562.85
560.19
96.25
0.013
2,76
15
-
ALL
0.30
0.80
0.240
0.96
O,Ot}
0.96
0,009
0.0281
5.33
6,56
0,06
2,00
560.09
N2
DI 2A
2 0
2.33
15
9.86
Qt @ I 6.5 In /hr
1.a.
0.40
0 0
7.22
Pipe run: H
H2
H1
0.05
0.85
0.043
0.043
5.00
6.67
0.28
0.28
564.17
559.77
59.50
LEFT
0.19
0.75
0,143
0.57
0.00
0,57
0.0010
0.0200
2.0
0.0830
1 4.1500 1
7.70
0.99
e.60
0.51
0.79 1
559.67
559.24
9,00
0.013
RIGHT
0.11
0.70
1 0.077
0.31
0.01
0.32
1 0.0010
0.0200
2.0 1
0.0830
1 4.1500 1
5.55
1.00
-
03
DI-2C
1 6.0
Qt @ I = 6.5 in /hr =
1.4
Pipe run: 1
15
14
0.28
0.60
0,1 rib
0.168
0.32
0.005
7.88
1.12
542.50
541.45
72.60
0.013
1,45
15
7,77
4.56
0.27
9
13
0.17
0.60
0.102
0.270
5.27
6,58
0,67
1.78
541.35
Table 7: Grade Inlet Design Table
- for inlets draining to stormw ater management facilities, w here overland flow to facilities is not available, 100% capture is required at 6.5in /hr
Table 8: Pipe Design Table
PIPE DESIGNS TABLE
n = 0.025 for CMP n = 0.013 for RCP n = 0.01 for HDPE
Pipe
Hydrology
Pipe
+O•
2
S
c`a
(n
a)
�
U
_ -
Lu
M
O
a3
rn
CU
2 N
0
Q
N
O
a
C
U
C
a
0
(.)
�.
f4
:3
E
U
Z
i
0
� -1
C.
0
E
t
}-
ad
c
-
U
�a
C
=_
0
''4
U
y
°
R
'a
U
2
N
v 2
o
.J
> C>
C
�,
,,0.,
U
L
N
o
5 C
>>
C
-
_r_
a�
as
Q
o_
J
a)
V
N
C
ai
E
C
a.
v,
u;
C
`-'
m3
a)
O
M
i
-1
>'
° 3
0.
.3
:i
N
O_
a
o
>
>
C.
-
0
L
v
E
�
Pipe run: A
A19
A18
0.11
0.55
0.061
0.061
5,00
6.67
0.40
0.40
561.91
561.48
31.03
0.013
1.39
15
7.60
3.42
0.15
A18
A17
0.35
0.40
0.140
0,201
`5 15
6,62
0.93
1.:33
561.38
560.35
18,10
0.013
5.69
15
15.41
7.73
0,04
A17
A16
0.00
0.00
0.000
0.255
519
6.50
0.00
1M
560.25
557.85
86.30
0.013
2.78
15
10.77
6.31
0.2:;3
includes roof 7
A16
A15
0.05
0.85
0,043
0.342
5.42
6.53
0,28
2.23
557.75
556.87
59.20
0.013
1.49
15
'17,88
5.50
0.18
includes roof 8
A15
A14
0.09
0.85
0.0'77
0,539
5.60
6,47
0.50
3.49
556.77
554.65
113.60
0.013
1.87
15
8,82
6.86
0.28
includes A15 -1
A14
A13
0.23
0.75
0.173
0.847
5.87
6.39
1.10
5.41
554.55
552.64
114.70
0.013
1.67
15
8,34
7.29
0.26
includes A14 -1
A13
Al2
0.49
0.80
0,392
1.239
6.14
631
2.47
7,82
549.64
547.35
83.20
0.013
2.75
15
10.72
9.53
0.15
Al2
All
0.00
0.00
0.000
2.222
6.28
627
0,00
13.92
547.25
545.00
171.80
0.013
1.31
24
25.89
8,42
0,34
includes D1
All
A10
0.00
0.00
0.000
3,559
6.62
E1.17
0.00
21.95
544.90
543.76
151.70
0.013
0.71
30
35.56
7.63
0.33
includes Cl
A10
A9
0.00
0.00
0,000
3.559
6.95
6.08
0,00
2`1.63
543.66
543.40
34.80
0.013
0,75
30
35.45
7.60
0.08
A9
A8
0.00
0.00
13.000
3.559
TO
6,061
0.00
21,55
543.30
542.73
76.30
0.013
0.75
30
35.45
7.60
017
A8
A7
0.13
0.80
0.104
3.663
7.20
6.01
0.,(33
22.02
542.63
542.41
29.50
0,013
0.75
30
35.42
7.64
0,06
A7
A6
0.10
0.80
0.080
4.523
7.26
6.00
0,48
27.13
542.31
541.78
70.90
0.013
0,75
30
35,46
7.98
0.15
includes 131
A6
A5
0.00
0.00
> '.0015
5.731
7.41
5,96
0,00
34.15
541.68
541.09
79.00
0.013
0.75
30
35.4:1
8.24
0.16
includes A6 -1
A5
A4
0,20
0.85
0.170
5.901
7.57
5.92
1.01
I 34.92
540.99
540.66
32.50
0.013
1 1.02
30
41.33
9.47
0.06
A4
A3
0.30
0.60
0,180
6.081
7.63
5.90
1,06
35,90
540.56
539.10
27.20
0.013
5.37
30
95.03
18.04
0.03
A3
A2
0.00
0.00
0.0010
6,081
7.65
5,90
0.00
35.86
539.00
529.00
65.46
0.013
15.28
30
160.32
26.36
0.04
A2
Al
0.00
0.00
0.000
6,081
7.69
5.89
0.00
35.80
528.90
528.00
39.50
0.013
2.281
30
61.91
13.09
0.05
A15 -1
A15
0.15
0.80
0.120
0.120
5,00
6,67
0.80
0,80
557.63
556.87
44.00
0,013
1,73
15
8.49
4.36
01.00
A14 -1
A14
0.16
0.85
0.136
0.136
5,00
6.67
0.91
0.91
555.67
554.65
43.80
0.013
2.33
15
9.86
5.25
0.14
A6 -9
A6 -8
0.08
0.60
,().048
0.048
5.00
6,6'7
0.32
0.32
569.00
567.65
88.50
0.013
1.53
15
7,98
3,92
0.38
A 68
A67
1
,
567.55
566.60
52.30
0.013
1.8::.
15
8.71
5.11
t,. ; f
A6 -7
A6 -6
0.10
0.45
0.045
0.197
5.55
6,49
0.29
'1.27
566.50
564.20
122.10
0,013
1.88
15
8,87
5.53
0,37
A6 -6
A6 -5
0.30
0.45
0.135
0,332
5.91
6.37
0.86
2,'i 1
564.10
561.20
146.10
0.013
1.98
15
9.10
6,27
039
A6 -5
A6 -4
0.31
0.60
0,186
0.518
6.30
6.26
1.16
3.24
561.10
557.10
37.20
0.013
10.75
15
21.18
12.86
0.05
A6 -4
A6 -3
0.16
0.45
0.072
0,653
635
6,25
0.41s
4,08
557.00
555.60
89.20
0.013
1,57
15
8,09
6.71
0.22
includes roof 6
A6 -3
A6 -2
0.00
0.00
0.000
0.653
6.57
6.18
0.00
4.03
555.50
553.10
158.40
0.013
1.52
15
7.95
6.63
0.40
A6 -2
A6 -1
0.28
0.55
0.154
0.807
6.97
6.07
0,94
4.90
553.00
546.10
156.50
0.013
4.41
15
13.56
10.39
0.25
A61
A6
0,73
0.55
s 3,4u2
0
1.208
7 22
s
6.31
�..1
7{
.. 26
546.00
542.58
42. 50
0.013
� �;
8 U,.
15
� '
1....32
14.48
��
0.c;�
Pipe run: B
B4
B3
0.08
0.85
0.068
0.068
0.00
9,08
O.62
0.62
556.06
553.50
81.40
0.013
3.14
15
11.46
4.98
0.27
133
132
0.14
0.80
0.112
0.260
0.27
8.89
1,03
2.31
553.40
551.80
110.90
0.013
1.44
15
7.76
5.51
0.34
includes 133 -1
B2
B1
0.17
0.80
3 t�
?. .
,
53
(11,61
8.6
1 18
4. 1
6
551.70
549.65
106 ,10
0.013
3
1.9 ,
15
u
8.,,8
7.36
,,.i4
includes 132 -1
B1
A7
0.17
0.8 0
�
ti. .,5
0 781
r �
,z.8..
�
_ .,,i
1.15
'r
6.6a
549.55
547.19
60.00
0,013
t ,�
� �
1,111.'
15
12.81
10.54
0.09
includes 131 -1
B3 -1
133
0.10
0.80
0.080
0,080
5.00
6.67
0,53
0.53
554.15
553.50
29.50
0.013
2.20
15
C-?.59
4.21
0:12
132 -1
132
0.17
0.80
0.136
0.138
5.00
6.67
0.9`1
0.91
552.20
551.80
29.50
0.013
1, 36
15
7.52
4.25
0.12
131 -1
I 131
1 0.15
1 0.75
1 0.113
1 0,113
1 5.00
1 6.67
1 0.75
1 0.75
1 550.05
1 549.65
1 38.03
1 0.013
1.05
15
6,62
1 3.68
1 0.17
Pipe run: C
C7
C6
0.19
0.40
0.076
0,076
5.00
6,67
0.51
0.51
552.75
552.25
48,80
0.013
1.02
15
6.34
3.31
0.25
C6
C5
0.06
0.90
0,054
x3.130
5,`25
6.58
0.36
0.86
552.15
551.10
95.60
0.013
1,10
15
6.77
3.83
0.4`2
includes roof 10
C5
C4
0.10
0.65
�.(. ,
t )��
,,.19.,
.,6€3
6;. =85
f' 4^
,r. t
`1.26
551.00
550.10
33.00
0.013
� ��
i,,,i
15
1i3.f;l
5.89
! ^
01, (11
C4
C3
0,06
0.90
n
x,.054
0,249
5.76
6.12
0.35
1,60 6
550.00
549.10
1
8 .30
0.013
1.11
15
6,80
4.61
0.29
includes roof 11
C3
C2
0.06
0.90
0.054
x3.303
6.05
6.33
0.34
1.92
549.00
546.88
72.30
0.013
2.93
15
11,06
4.23
0.28
includes roof 12
C2
C1
0.41
0.70
0,287
0.750
6.33
6,25
1,79
4,69
546.78
545.90
117.00
0.013
0,75
15
1 5.613
5.13
0,38
includes C2 -1
Cl
All
0.43
075
0.323
1,337
6.71
6,14
1.98
8.21
545.80
545.00
79.75
0.013
1,00
18
10.52
6.63
0.20
includes C1 -1
C2 -1
C2
0.20
0.80
0.160
0.160
5.00
6,67
1.07
1,07
547.75
547.30
90.00
0.013
0.50
15
4.57
3.09
0.49
C1 -2
C1 -1
0.06
0.90
0.054
0.054
5.00
6.67
0.36
0.36
552.80
549.80 1
102.70
0,013
2,92
15
11,04
4.33
0.40
includes roof 9
C1 -1
Cl
0.28
1 0.75 1
0.210 1
0.264 1
5.40 1
6`1.54
1 1,37
1 1,73 1
549.70
549.00
1 70.20
0.013
1.00
15 1
6,45
1 4.53
0,26
Pipe run: D
D5
D4
0.82
0. 45
a. ..
t .s �9
0. �e�,
`3
1,,.00
,
4, ,o
5
� .,8
..
1,68
561.75
56 0.60
70.06
0.013
1.6 4
15
8.28
5.29
�-:.,
.,.i2
D4
D3
0.70
0.50
0.350
0.719
15.22
4.52
1.58
3.25
560.50
555.70
95.75
0.013
5.01
15
14.46
9.51
0.17
D3
D2
0.32
0.75
0.240
0.959
1539
4.49
1.08
4.31
555.60
554.27
35.50
0.013
3.75
15
'12.50
9.25
0,06
D2
D1
0.03
0.80
0.024
0,983
15.45
4.48
0.11
4.41
554.17
552.10
55.00
0.013
5,76
15
12.53
9.32
0.10
D1
Al2
0.05
0.75
OM8
1.021
15.55
4.47
0.17
4,56
552.00
551.15
13.80
0.013
6.16
15
16,03
11.25
0.02
Pipe run: E
E15
E14
0.20
0.50
0.100
0.100
5.00
6.67
O.67
M7
561.57
561.27
43.10 1
0.013
0, 7G 1
15
5.39
3.13 1
01.23
E14
E13
0.00
0.00
Ov
MOO
,. ,
-..�3
�. ,,.
'} ^
Ov
1.28
561.17
560.25
87.70
0.013
'1.05
15
5.
, C2
4.32 1
0.34
includes E14 -1
E13
E12
0.05
0.60
0.030
0.453
5.57
6.48
0.19
2,94
560.15
559.24
70.50
0.013
1.29
15
7.34
5.69
0.21
includes E13 -1 & roof 1
E12
E11
0.01
0.70
0.007
0,884
5.77
6.42
0.04
5 67
559,14
555,96
132.40
0.013
2,40
15
10.01
8.50
0.28
includes G1 & H1
E11
E10
0.18
0.75
0,135
1.272
6,03
6.34
0,86
8.06
555,86
553.90
112.40
0.013
1,74
18
13.87
7.94
0.24
includes F1
E10
E9
0.12
0.80
0.096
1.368
6.27
6.27
0.60
8,57
553.80
550.00
108.50
0.013
3.50
18
19.66
10.84
0,17
E9
E8
0.17
0.80
0.136
1.504
6,44
61.22
0.85
9.35
549.90
548.90
29,40
0,013
3,40
18
19.37
10,85
0.05
E8
E7
0.31
0.80
0,248
1.752
6,48
6.21
1.54
10.87
548.80
547.06
84.50
0,013
2.06
18
15,07
9.37
0.15
E7
E6
0.15
0.75
0,113
1.969
6.63
6,17
0.69
12.14
546.96
544.49
83.80
0.013
2.95
18
18.03
10.99
0.13
includes E7 -1
E6
E5
0.12
0.75
tL030
2,107
6.76
613
L..,.,
13.22
544.39
542.88
52. 00
0.013
<..3t,
18
-
1i.3t,
11.10
r
. s
L.,.,,
includes E6-1
E5
E4
0,12
0.65
0.078
2.235
6.84
6.11
0,48
13,65
542.78
542.05
39.80
0.013
1,83
18
14,23
9.17
0.07
E4
E3
0.11
0.75
0.083
3.097
5,91
6.09
0.50
18.86
541.95
541.20
35.30
0.013
2.12
24
32,97
10.93
0.05
includes E4 -1
E3
E2
0.05
0.90
0.045
3.142
6.96
6.08
0.27
1:-:.09
541.10
534.00
86.50
0.013
8.21
24
64.81
18.00
0.08
E2
E1
0,00
0,00
0,000
3.142
7,04
6.05
0.00
19.02
531.00
529.00
44.00
0.013
4,55
24
48.23
14.50
0.05
E4 -6
E4 -5
0.19
0.70
0.133
0.133
0.00
9.08
1.21
1.x::1
561.10
557.10
33.410
0.013
11,98
15
22.36
10.35 1
0.05
E4 -5
E4 -4
0,17
0.60
0,102
0.235
0,05
9.04
0.92
2.12
557.00
5557
84.50
0.013
1.66
15
8.31
5.73 1
0^;
.^�,.
E4 -4
_
E4 3
0.00
0.00
0.000
,(',.z ,s,3
23
0.30
J 87
c:.� r
;
t..00
7
�.09
555.50
552.10
138.20
0.013
2.48
15
10. ; 3
6.69 1
0.34
E4 -3
E4 -2
0.29
0.55
0.160
0,395
0.64
8.815
1.38
3.41
552.00
547.10
176.70
0.013
2.77
15
'10.76
7.94
0.37
E4 -2
E4 -1
0.70
0.55
0.385•
0,780
1,01
8.43
3,24
6,57
547.00
546.10
30.00
0.013
3,00
15
11,19
9.56
0.05
E4 -1
E4
0.00
0.00
0,000
0.780
1.07
8.40
0.610
6,55
546.00
542.05
70.70
0.013
5.59
15
15.27
12.15
0.10
E14 -1
E14
0.19
0.50
0.095
0.095
5.00
€3.67
0,63
0.63
564.57
561.27
26.30
0.013
12.55
15 j
22,88
8.42
0.05
E13 -1
E13
0.05
0.60
0.030
0,129
5.00
6.67
0.20
0,86
560.65
560.25
20.00
0.013
2.00
15
9,14
4.69
0.07
includes roof 2
E7 -1
E7
0.14
0.75
0.105
0.105
5.00
6,67
0.70
0,70
547.56
547.06
29.50
0.013
1.69
15
8,41
4.28
011
E6 -1
E6
0.13
0.75
0.098
0.098
5.00
6.67
0,65
0.65
544.97
544.49
29.90
0.013
1.61 1
15
8.18
4.22
0.12
Pipe run: F
F3
F2
0.13
0.75
0.098
0,098
5.00
6.67
0.65
0.65
558.44
557.13
66.30
0.013
1.98
15
9.08
4.50
0.25
F2
F1
0.13
0.80
011,014
x.202
.�.��
6,��5
( .._ �d
,
'1.3U
557.03
55 6.45
22, ! 0
0.013
0
2.0 �
15
1033
5,93 5.93
0,_6
F1
E11
0.06
0.85
0.051
0153
5.31
6.56
0.33
1.66
556.35
555.96
36.90
0.013
1.06
15
6.654
4.63
0.13
includes F1 -1
F1 -2
F1 -1
0.08
0.85
0.008
0.068
0.00
9.08
0.62
0,62
557.01
556.76
35.50
0,013
0.70
15
5,42
3,05
019
F1 -1 I
F1 1
0.12 1
0.80 1
0.096 1
0.164
0.19 1
8,94
0.86 1
1.47 1
556.66 1
556.45 1
27.65 1
0.013 1
0,76 1
15 1
5,63 1
3.97 1
0.12
Pipe run: G
G3
G2
0.28
0.80
0.224
0.224
5, 00
6x.6 7
1.49
1.49
564.10
562.95
37.50
0.013
3.07
15
11.31
6.64
0.09
G2
G1
0.12
0.60
0.072
0.296
5.09
6.63
0.48
1.95
562.85
560.19
96.25
0.013
2,76
15
10.74
6.76
0.24
G1
A7
0.01
0,90
0,009
0,305
5.33
6,56
0,06
2,00
560.09
559,24
36.50
0.013
2.33
15
9.86
6.40
0,10
Pipe run: H
H2
H1
0.05
0.85
0.043
0.043
5.00
6.67
0.28
0.28
564.17
559.77
59.50
0.013
7.39
15
17.57
5.19
01.119
H1
A7
0.09
0.85
0,077
0.119
5-A9
e.60
0.51
0.79 1
559.67
559.24
9,00
0.013
4,78
15
14.12
6.27
0.02
Pipe run: 1
15
14
0.28
0.60
0,1 rib
0.168
5.00
6.67
1.12
1.12
542.50
541.45
72.60
0.013
1,45
15
7,77
4.56
0.27
9
13
0.17
0.60
0.102
0.270
5.27
6,58
0,67
1.78
541.35
540.55
29.40
0.013
2.72
15
10.66
6.65
0,07
13
12
0.11
0.80
0.088
0 „358
534
6,55
0.58
235
536,45
532.90
33.16
0.013
10.71
15
21.14
9.58
0.06
12
11
0.00
0.00
0.000
0.358
5.40
6,54
0.00
234
529.00
528.00
17.17
0.013
5.82
15
15.59
9.52
0.03
13 -1 1
13 1
0,19 1
0.85 1
0.162 1
0.162 1
5.00 1
6.67 1
1.08 I
1, 08 1
542.50
540.55 11
72.64 1
0.013 1
2.68 1
15 i
10.58 1
5.59 1
0.22
Pipe run: N
N8
N7
0.22
0.65
0143
0.143
5,00
6,67
0.95
0.95
535.75
534.49
30,30
0.013
4.16
15
13.17
6.58
0.08
N7
N6
0,16
0.60
0.096
0.239
5.08
6.64
0.64
1,59
534.39
531.10
89,80
0.013
3.6€3
15
12.361
7.08
0.21
N6
N5
0.09
0.75
0,068
0.307
5.29
6.57
0,44
2.01
531.00
530.56
52.00
0.013
0.85
15
5.94
4.43
020
includes N6 -1
N5
N4
0.11
0.75
0.083
0.389
5.48
6,51
0.54
2,53
530.46
528.91
108,00
0.013
1.44
15
7,74
5,73
031
N4
N3
0.29
0.80
0.232
0.621
5.80
6.41
1.49
3.98
528.81
528.58
45.50
0.013
11.51
18
7.47
4.25
0.18
N3
N2
0.06
0.75
0,045
0.666
5.98
6.36
0.29
4.23
528.48
527.99
98,00
0.013
0.50
18
7.43
4.27
0.38
N2
N1
0.30
0.80
0.24x0
0,906
6.36
6.24
1.50
5.661
527.89
527.50
77.00
0.013
13.51
18
7,48
4.68
0.27
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N6
0.15
0.70
0,105
0.105
5.00
6.67
0,70
0.70
532.00
531.10
128.50
0.013
0.70
15
5.41
3.27
0.65
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4.50
0.30
1350
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16.70
4,33
5.84
5,84
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537.10
18.61
0.013
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15
20.64
14.47
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P4
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0.00
0.000
1.350
16,72
433
0.00
5.84
537.00
532.00
125.65
0.013
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12.89
10.24
0.20
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0.87
0.50
0,435
1.785
16.93
430
1,87
7.68
531.90
530.57
60.15
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15.62
8.75
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0.50
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2.003
17.04
4.29
0.47
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530.47
530.17
29.77
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6.68
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0.75
0.120
2,123
17,11
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0.51
9.08
530.07
529.50
49.90
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1.14
18
11,23
7.09
0,12
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0.27
0,40
0,108,
0.108
5.00
6.67
0.72
0.72
532.61
530.57
51.73
0.013
3.94
15
12.83
5.64
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ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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SCALE: N.T.S.
ISSUED: 01 -21 -14
DRAWN BY: AG F
REVISIONS:
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2.04-18-14-CO. COMMENTS 2
3. 10 -03 -14 - CO. /ACSA COMMENTSQ
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STORM DRAIN 'A' (STA. 16 +60 TO END)
SCALE: 1"=20'H; 1"=10'V 2
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ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan@alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168@gmail.com
www.edwardsdesignstudio.com
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Lic. No. 35326 W
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SCALE: AS SHOWN
ISSUED: 01 -21 -14
DRAWN BY: AG F
REVISIONS:
1. 01 -21 -14 - INITIAL MS PA SUB. i
2. 04-18-14 -
CO. COMMENTS
MENTS
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3.10-03-14 - CO. /ACSA COMMENTS 3
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211101
ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan@alanfranklinpe.com
--m
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168@gmail.com
www.edwardsdesignstudio.com
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Alan G. Franklin
Lic. No. 35326
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14�
10NAL
SCALE: AS SHOWN
ISSUED: 01-21-14
DRAWN BY: AGF
REVISIONS:
1. 01-21-14 - INITIAL IMSPA SUB.
2.04 -18 -14 - CO. COMMENTS
3. 10-03-14 - CO./ACSA COMMEgz�.
570
560
550
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ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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SCALE: 1" = 50'
ISSUED: 01 -21 -14
DRAWN BY: SWE
REVISIONS:
1. 01 -21 -14 -INITIAL MSPA SUB. J
2. 04 -18 -14 - CO. COMMENTS 2
3. 10 -03 -14 - CO. /ACSA COMMENTSD
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Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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Lic. No. 35326 W
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SCALE: AS SHOWN
ISSUED: 01 -21 -14
DRAWN BY: AGF
REVISIONS:
1. 01 -21 -14 - INITIAL MSPA SUB. 1
2. 04 -18 -14 - CO. COMMENTS 2
3. 10 -03 -14 - CO. /ACSA COMMENTSD
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1. SEE THE FOLLOWING SHEETS FOR LANDSCAPE DETAILS AND PLANT LISTS.
2. FOR TOT LOT INFORA�MTION� EE DETA,IS FOR p'�bUCT AND SURFACE MATERIAL.
3. ALL LANDSCAPING G EYED BACKy IS NOT REQUIR D BY COUNTY STANDARDS. THESE PLANTS ARE
ANDSCAPEPLP NTSHEETS. C8 AC"f THE LANDSCAPE PLANTS ARE FOR THESE PLANS. PLNS SUPPLEMENTAL
COUNTY CALCULATIONS
TREE CANOPY (REQUIRED BY ZONING):
A. REQUIRED: Acres
Site Acreage: 23.681
Farmland Credit: 0.000
Recreational Credit: 0.000
Open Space Credit: 8.721
Public Land Credit: 0.000
School Recreational Areas Credit: 0.000 "
Open Space Amenity Credit: 0.000 II I
Preservation Credit: 0.000
Agent Approved Credit: 0.000
Basis for Canopy: 14.960 I,
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Equation: I
Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy
Al. Basis for Canopy 14.960
Min. Tree Canopy Requirement: 20%
(see Section 32.7.9.9.b)
Total: 2.992
Equation:
Basis for Canopy X Minimum Tree Canopy Requirement for project = Total
B. PROVIDED: Acres
Preserved Area: 1.406
Bonus Factor 1.25
Total: 1.760
Equation:
Preserved Area X Bonus Factor = Total
C. BALANCE: Acres
Tree Canopy Required (Al): 2.992
Tree Canopy Preserved (B): 1.760
Additional Canopy Required: 1.232 (53,666 SF)- SEE SHEET 39 FOR CANOPY PROVIDED
Note: I
If Additional Canopy Required is negative then NO additional tree canopy is required.
If Additional Canopy Required is positive then additional tree canopy is required. I j
Equation:
Tree Canopy Required - Tree Canopy Preserved = Additional Canopy Required (If Needed) j I
I
ADDITIONAL REQUIREMENTS:
i
5% of Paved Area:
Paved Areas: 165,394 sf (3.80 Ac)
Required: 8,270 sf (.19 Ac) / 50 sf = 165
Proposed: 165 Trees + all shrubs adjacent to travelways and parking areas (total street trees = 205 +)
Screening:
As Shown on plans via evergreen plantings.
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ARB:
Not required on this project.
STREAM MITIGATION:
Not required on this project. I I'
I
1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES i
HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, THE CONTRACTOR SHALL
CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES, 1 "- CALIPER OR LESS AND ALL OTHER PLANT
MATERIAL, SAVE AND EXCEPT THOSE SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED IN THE FIELD
BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. I
2. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND PLANT LIST AND REPORT ANY
DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANT SUBSTITUTIONS OR
CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO
ORDERING.
3. PRIOR TO ORDERING AND INSTALLATION A PRE - CONSTRUCTION MEETING SHALL BE HELD BETWEEN
THE LANDSCAPE ARCHITECT, OWNER AND LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO
SCHEDULE MEETING.
4. STABLIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. ANY PLANTINGS ON
STABILIZED SLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED IN A MANNER THAT DOES
NOT COMPROMISE THE INTEGRITY OF THE SLOPE. I
1
5. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE
SOURCE UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT.
6. CONTACT LANDSCAPE ARCHITECT AT THE TIME THE PLANT MATERIAL IS DELIVERED TO THE SITE TO
SCHEDULE AN INSPECTION. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL
AT TIME OF DELIVERY, AS WELL AS AFTER INITIAL PLACEMENT OF PRIOR TO INSTALLATION. ALL
INSTALLATIONS TO OCCUR FOLLOWING FINAL GRADING OF SITE. IF SCHEDULE PLANT QUANTITIES
REQUIRE MULITPLE DELIVERIES, CONTRACTOR SHALL ARRANGE TO HAVE SIMILIAR GROUPINGS, AREAS
DELIVERED AT THE SAME TIME IN ORDER THAT PLACEMENT AND INSTALLATION OF DESIGN CAN OCCUR
TOGETHER. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF SCHEDULE AT LEAST 2 WEEKS IN
ADVANCE.
7. AFTER INITIAL PLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR THE LANDSCAPE ARCHITECT
RESERVES THE RIGHT TO REEVALUATE AND ADJUST, IF NECESSARY.
8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING,
BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS &
LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT AND THE OWNER.
CONTRACTOR TO PRUNE ALL PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION IN A FASHION THAT
RESEMBLES EACH SPECIES NATURAL SHAPE UNLESS OTHERWISE NOTED ON THE PLANS.
9. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD
OF ONE (1) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE
CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE
GUARANTEE PERIOD (AS DIRECTED BY THE OWNER). THE LANDSCAPE ARCHITECT WILL APPROVE THE
STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. ANY PLANT MATERIAL WHICH DIES,
TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY
REMOVED FROM THE SITE & REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND
MEETING ALL PLANT LIST SPECIFICATIONS. THE LANDSCAPE ARCHITECT MAY AT HIS /HER DISCRETION
AND ONLY UNDER UNIQUE CIRCUMSTANACES WILL ACCEPT SUBSTITUTIONS UPON WRITTEN NOTICE BY
THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICH THE SUBSTITUTION SHOULD BE
CONSIDERED AND GRANTED.
10. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO
(2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. ANY BARE ROOT STOCK SHALL BE SOAKED
IN LIQUID ROOT STIMULUS SOLUTION FOR ONE -HALF HOUR AT DOUBLE STRENGTH AND GENTLY PRUNED
PRIOR TO PLANTING TO ENCOURAGE NEW ROOT GROWTH.
11. STANDARDS SET FORTH IN 'AMERICAN STANDARDS FOR NURSERY STOCK" REPRESENT GUIDELINE
SPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS OF THE PLANT MATERIAL FOR
THIS PROJECT.
12. SOD AND SEED SHALL BE A TALL FESCUE BLEND. NOTIFY LANDSCAPE ARCHITECT OF MIXTURE PRIOR
TO ORDERING FOR APPROVAL.
I
13. MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT
LOCATED 1N PLANTING BEDS. MULCH SHALL BE DOUBLE SHREDDED DAR HARDWOOD AND APPLIED
2- INCHES (2 ") IN DEPTH BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED ON THE
DRAWINGS. MULCH RINGS AROUND INDIVIDUAL TREES SHALL BE A MINIMUM OF 36- INCHES (36 ") IN '
DIAMETER.
14. THE LANDSCAPE CONTRACTOR SHALL CLEAR ADN GRUB ALL WEEDS, DEAD TREES, TREES 1 -INCH (1 ")
CALIPER OR LESS AND OTHER SELECTED UP TO 6 -INCH (6 ") CALIPER AS DETERMINED IN THE FIELD BY
THE LANDSCAPE ARCHITECT IN THE TREE SAVE /PRESERVATION AREAS INDICATED ON THE DRAWINGS.
2 -3 INCHES OF THE SPECIFIED MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA OR TO THE
LIMITS DESIGNATED BY THE LANDSCAPE ARCHITECT IN THE FIELD SO THAT A "NATURAL AND ;
UNDISTURBED" CHARACTER IS REESTABLISHED. LANDSCAPE CONTRACTOR SHALL NOTIFY AND VERIFY
SCOPE OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR TO START OF CLEAN AND MULCH WORK. THE
LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM CLEAN -UP
EFFORTS FROM THE SITE.
15. ALL TREES AND SHRUBS SHALL BE ALLOWED TO REACH MATURE HEIGHT. ANY ROUTINE PRUNING
SHALL BE DONE ONLY FOR CORRECTIVE MEASURES.
16. INSTALLATION OF ALL TREES SHALL BE DONE AT THE APPROPRIATE TIME SUITABLE FOR THE
SPECIFIC SPECIES. CONTRACTOR TO DETERMINE EXACTLY WHEN THIS SHALL BE DONE.
i
17. IRRIGATION DESIGN AND IMPLEMENTATION SHALL BE AT THE OWNER'S REQUEST. ANY CONTROL
BOXES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO
DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION.
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A GENERAL LANDSCAPE NOTES
38
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Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
tele 1 434.531.5544
el alan@alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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SCALE: 1 " = 20'
ISSUED: 01 -21 -14
DRAWN BY: SWE
REVISIONS:
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2. 04 -18 -14 - CO. COMMENTS 2
3. 10 -03 -14 - CO. /ACSA COMMENTSQ
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t-' CaL No. 0931 E_
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�c9 P E A R G�1
SCALE: 1 " = 20'
ISSUED: 01 -21 -14
DRAWN BY: SWE
REVISIONS:
1. 01-21-14- INITIAL MSPA SUB.
2. 04 -18 -14 - CO. COMMENTS 2
3. 10 -03 -14 - CO. /ACSA COMMENTSQ
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TREE CANOPY:
Metaseguoia lyptostroboides
law n Redw ood
1 1.5 -2 "'
.
B &B
Dense form; healthy color, uniform branching
NUgnolia grandiflora 'Little Genf
Little Gear Magnolia
26 4'
B &B
]SLANT LIST FOR OVERALL ALL PLAN
(REQUIRED
BY THE COUNTY):
PLAN 1T CANOPY CALCULATIONS
......
29
3 G
Dense farm: healthy color; uniform branching, 5' O C.
MS
Mscanthus shensis 'Gracillirrus'
tutaiden Grass {clu#ping)
112
3 C
Dense faun; healthy color; uniform branching, 5` or,
Label
ScientificNarne
CrammonNarne
Quantity
Caliper. Height Root
Comments
f
Mscanthus s nensis Strlctus'
Zebra Grass (clur*ng)
17
3G
Dense fsarrrr; healthy Color; uniform branching; 5" C3 C.
NC
Narcissus x 'Carlton' (Large - cupped)
Carlton Wffodil
5t3
!,
AA
An ianch #er arborea. Auturm Brilliance'
Autumn Sr €tlance� Serviceberr y
5 7
1 -1.0
B &B
.
litr -trunk (3 -5 trunks }, dense, uniform branching
LARGE DECIDUOUS TS - (Shade ndlor Street)
'
AS
Aro is rb i oli rrllia:nt s :
n a� t f � B €#
r l :i R r
B r_ ant ed C okebe r y
3 9
3 G
Gin form, �• .
se m; healthy colrar, arnlfcarrnb.anchrng, � C3.C,
�Gtrt�araaum Callfaer or
Height at
Grrawh over
Total Height
Ratio of Width
Total Width
AG
Acer gri5e€arn
Paperbark l p
22
.1-1,5
B &B
Straight trur#k, branching begins at 2'; balanced head
Botanical tare
Common Fa na
qty.
i ea ht
Panting
Years
In 10 Years
...
to Height
to 1 Year
....
Area of Canopy
Total Area of Canopy
AC
Ater rubrun toter Glory'
October Glory
3
1.5 o 2
B8
Straight trunk branching beg r n s at 3, balanced head
{ ,ra. aF.t>ft.)
x
(
.y, f w. 7
Rj
(}
( R E ... D
(C } 2 3 . F tTI4.`.^
. y x Area SF
Qty a otCan Canopy )
AR
Acer rubrurn Red Sunset'
Red. Sunset 1 plc
5
1.5
B&B
i.
Straight trunk, branching begins at 3, balanced head
Ater ru%rurrr ArrnstrQng
Armstrong Red Maple
"Armstrong" _
8
„,
1 / -1 Cal.
( `
10
20
30
0.25
7, 5
X14
353.25
B
l nolia randifliara'Brackera`s Brown Beau
_g 0 _ �1'
Bracken's Brown Beau (+1ta nolia 4�3
_ f3' _ 0
4
B &B
Frill to round: branching
0
Gled#ts€a trrrtrcartthos rnerrnrs & off.
..
Thornless Mcine lor✓ust
y
8
1 /2 _ 13/4" I.
� Ca }
11
20
31
0.75
23.25
424
3394.7325
BM
r l' r n rnt
Ba#xus rr�c o h la ko ea °� er Gent'
p y a
Winter �# Korean Boxes od
of o
258
� G
All plants from source, health color balanced fear 5 i�,�.
"
«
t r urdarnEaar t racrftua Rotund#l�aba
Rot..#ndrlaba Sweetu€r
23
m a
(1 /x 1 / Cal'.
'# 25
27..
0.
15.2
2016
4738,3542
_
Platarrus c�ccrdentalrs
_ .
.._American Planetree (Sycamore)
41
_ . ..........
� °, _ � t;
(1l 1,� Cal.,)
12
35
4 7
CI.85
3 it
99.E
1253
1
5 367.34046
E31'd
r
P.rE3t€.[la n€ a He# rte e
0 9
_
Clu! River Birch
12
-
1. 2
B&B
tdrltr trunk (3 5 trunks), dense, uniform branching
9 ,
�uercus falcate
Southern Red flak
1:5
,.
1 /z 13/4" Cal.
� �
11
20
31-
0.75...
23.25
424
636 x.123438
CA
n er r u
Coto east a c lotto
p
Cranberry Cotoneaster
131
3 G
Dense form; healthy cokar, uniform tsranch#rrg, 3 O.C.
_ _ _
fluercus phel4r�s
l3rltraw Oak
37
i
{1 /a 1 is Cal.)
1 1
2f3
31
0 70
21.7
370
13677, 0 0 5
0 0
CC
Cercrs eamradensrs
Eastern Redtrud
28
1 1.5
15 G
Straight trunk, branching begins at 2, balanced head
%
Ulmus parvlfolia Alleer
Allee Elm
3 0
(11/2" - 1r'$ Cal.
12
15
2i
0 80
215
365
10'987.48€3
Cedrus deodara
Deodar Cedar
lit
4'
B &B
Fall to round. dense branchin 0! straight, pyramidal form
90,883.3
CF
Cornus florida Cherokee Chef
Cherokee Chief wood
9
20
1 -1,5
B &6
Straight trunk; branching begins at 2i; balanced head
9
ORNAMENTAL AL TREES (20'-40)
C,
Cr yptoreria ja onica `Yoshino'
fosh €no Japa. nese Cr �ptomer €a
100
4'
15 G
Full to round dense branching, straight, py rarridal form
_.
CK
Comus kousa'Stellar Park
Stellar Pink Hausa Dogwood
10
1 -1.5'
B&B
Straight trunk; branching begins at 2', balanced head
Minim or
Minimum Caliper
hei ht at
g
! G:r h r
orut ova
Total Height
g
Ratio of Width
Total Width°
Carnt€s serrcea
Red-osier w grad
9
42
� G
Dense foray; healthy color; uniform branching, 5` O C,
Botanical Na
Common Name
qty
Height
Planting
' 10 Years
try 10 Years
to Height
F n fo Years
Area of Canopy
Total Area of Canopy
(MiaC'at.il�Q
.......
W
............... ...........
f #)
_
.'f + Y = T
... .........
(R)
............ ....
(N) T D
....... ..........
-H
(QL 2 3,14i4=
...... ................ .. ..........
Qty: x Area of Canopy (SF)
CY
} 4
canth : fl ride A h n
C ly us s t e s
:Athens v� ea hru
At e s Co on Sweats b
::
3
3 G
. ,
Dense forms healthy ce�:lor. uniform branching, 5 O C.
_
!t
T1.�rer gmlSe�ur?'r
b ,.gam
Paperbark Maple
2
22
(6'- 8 :' h
47 lit )
7
E 9{�
o v7
1:.6�*
V
O,. i.7t.ti
6
+✓,�
10
8@8p
[3L.7�
... . 1925,839872 ...
�
E7aeagn€is �r ehbingei
.. ... ...... .. .. ...
�tain:gei Bleeagnus
.:.. ....
23.
...
.. ...
3 G
....
,
Dense frarrn; nea.�i�y color; unifa�rr� branch €ng> a q..C_ '.
..:::. ...... .... .... ... ..... :
Amelanchrer x rand #Mara & cus
_
Selceber (Autumn Brilliance, Robin Hill)
57
{6 _ 7 €t., clump)
�
q 13
19.E
0.B _
'2.57 _ -
13}
74'1.423091
dra S r 3n Glory' Forsythia x intern
Spring Glory Forsythia
155
G
� n se f arm, .€., salt h y color ur€ f r m branching-
, 5 O.C.
Cercfs canadensrs & o
Eastern R d u d ( A lba„ Pars . Vh its h rte }
. . ! Forest
26
( - 7 )
7
1 0
77
f.7 4
2 53
1 2 4
3230.013124
GT
�ledrtsra trracanthos oar, rner rrs Shaderster
Shacerst�# Locust
3
1.5 _ 2
B�B
,
Strarghttrunk, branching at 3> balanced head
Cants Honda cos.
Flowering Dogwood (Cherokee Pncess C h€ f Cloud Nine, R bra
30
( 6 7 ht)
7
10
17
0, 7 4
12. a8
1 24
3 723 , 93822
Hydrangea uercrfolra
Oakleaf Hydrangea
1 £1
3 G
I n se f o rm hsalt h y co i r , uniform _ branching; 6 0 C.
9,337.3
H0
Her rocall €s StelladOrt
StelladOro Daylily
130
4 pot (1 pint) ,A11 plants frornone source, heathy color, balanced form, 18" O,C,
' '
'OA E ��(Screening' .i O'1tAt�1TAi �#� G - }}
HR
Hosta x'Ro ai Standard'
Royal Standard Hosta
y
0
1 G
All plants fromone source' health color; balanced form: 3' 0,C.
p y
atanrnal Name
Common tae
Y ,
Height
Panting
f 0 Years
1n t 0 Years
to Height
Fi 10 years
Area of Canopy
Total Area of Canopy
HS
Hosta siebodiana el ans
E ans Flosta
0
1 G
All lasts frorn one source: heath color', balanced form 5 O'C'
....
(Grr,CalHt.
f
Y
,..
* Y µF
(R)
(?) T = fl
fqj 3, i4r
tY x Ares of Canopy (SF)
JN
Baas rinumnu ifl o r mr
Wnter Jas min e
171
3 G
All plants from one source; healthy color', balanced farm
Cedrus deadeye
o r Cedar
da d
10
4 --5
( !
4.5
20
24.5
p. 55
13.475
143
1425, 368656
Ll
#
Lagerstroemia x Sarah s Favorites { nd #ca)
: :Sarah's Favor rtes Craper rtle
1 8
1.
1 5
B &S
_
Mu ir- trunk t3 5 trunks): dense, un #form branching
Magnolia rand €flora
9 p
Southern Magnolia
_
L6
4 5 !
4.5
1t3
14.5
0.57
8.265
54
..........
1394.211592
LM
Urro e rruscar€ B Blue
p
B€ Blue Lino e
9 P
2'291
4 of (1 pint) All tents from source, health color balanced ttr 12 CJ:C.
p� P p y m,
LS
Licluidambar styraciflua lRotundiloba
Rotundrloba Sweet Gorr#
23
1.5 -2
B&B
Straight trunk, branching begins at 3, balanced head
Grand Total:
103,040.1
L` '
Uriodendron tuliplfera
_ _
Tulip Poplar
1
1.5 -2°
B &B
Straight trunk; branching begins at 3'; balanced head
MLA
Metaseguoia lyptostroboides
law n Redw ood
1 1.5 -2 "'
.
B &B
Dense form; healthy color, uniform branching
NUgnolia grandiflora 'Little Genf
Little Gear Magnolia
26 4'
B &B
Full to ground; branching
MP
Nyrjca pennsylvanica
Northern Bayberry
......
29
3 G
Dense farm: healthy color; uniform branching, 5' O C.
MS
Mscanthus shensis 'Gracillirrus'
tutaiden Grass {clu#ping)
112
3 C
Dense faun; healthy color; uniform branching, 5` or,
l
Magnolia virginica'Australis'
Australis Sw eethay Magnolia
31 4'
B &B
i`vtuttr -trunk (3 -5 trunks); dense, uniform branching
f
Mscanthus s nensis Strlctus'
Zebra Grass (clur*ng)
17
3G
Dense fsarrrr; healthy Color; uniform branching; 5" C3 C.
NC
Narcissus x 'Carlton' (Large - cupped)
Carlton Wffodil
5t3
Bulb
#30t16, Source: Colorblends (888 - 847-8637); 15'° O,C.
4
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1 -GT
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ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telex 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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r- Cert. No. 0931
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SCALE: 1 " = 20'
ISSUED: 01 -21 -14
DRAWN BY: S W E
REVISIONS:
1. 01 -21 -14 - INITIAL MSPA SUB.
2. 04 -18 -14 - CO. COMMENTS �kl
3. 10 -03 -14 - CO. /ACSA COMMENTS
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ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telex 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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r- Cert. No. 0931
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SCALE: 1 " = 20'
ISSUED: 01 -21 -14
DRAWN BY: S W E
REVISIONS:
1. 01 -21 -14 - INITIAL MSPA SUB.
2. 04 -18 -14 - CO. COMMENTS �kl
3. 10 -03 -14 - CO. /ACSA COMMENTS
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ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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Steven W. Edwards
r-' Cert. No. 0931 `"
�c9 A E A R G�ti
SCALE: 1 " = 20'
ISSUED: 01 -21 -14
DRAWN BY: SWE
REVISIONS:
1. 01 -21 -14 - INITIAL MSPA SUB. 1
2. 04 -18 -14 - CO. COMMENTS 2
3. 10 -03 -14 - CO. /ACSA COMMENTS
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ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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Steven W. Edwards
r-' Cert. No. 0931 `"
�c9 A E A R G�ti
SCALE: 1 " = 20'
ISSUED: 01 -21 -14
DRAWN BY: SWE
REVISIONS:
1. 01 -21 -14 - INITIAL MSPA SUB. 1
2. 04 -18 -14 - CO. COMMENTS 2
3. 10 -03 -14 - CO. /ACSA COMMENTS
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ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane Crozet, VA
22932
telex 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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Steven W. Edwards
r Cert. No. 0931
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SCALE: 1 " = 20'
ISSUED: 01 -21 -14
DRAWN BY: SWE
REVISIONS:
1. 01 -21 -14 - INITIAL MSPA SUB.
2. 04 -18 -14 - CO. COMMENTS
tS 3. 10 -03 -14 - CO. /ACSA COMMEN
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GENERAL NOTES:
1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE
CONSULT LANDSCAPE ARCHITECT.
2.D0 NOT ALLOW AIR POCKETS TO FORM WHEN BACKF|LL|NG.
5. IMMEDIATELY SOAK WITH WATER.
4.Do NOT BREAK R0oT8ALL
5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE
CONCERNS |N TERMS OF PLANT SURVIVABILITY ORWARRANTY.
6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION.
7. ALL MULCH SHALL esAG SPECIFIED ACCORDING To THE PLANS AND/OR SPECIFICATIONS.
PLANTING NOTES:
1. EXCAVATE mOOTaALLPIT.
u. ADD EXCAVATED SOIL & TAMP. SET TREE oo THAT TOP opnooTaALLmua HIGHER THAN FINISHED GRADE.
3.BAoKF|LL WITH SPECIFIED SOIL MIX AND WATER |NTHRDUGHLY.
4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH.
5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS.
CULTIVATE SOIL IN -
LANDSCAPE AREA TO
A MININUM DEPTH OF
SAME AS BELOW
MULCH LAYER
(AS SPECIFIED)
FINISHED GRADE
PLANTING SOIL MIX
(AS SPECIFIED)
EDGE OF LANDSCAPE
AREA, PAVEMENT EDGE OR
BACK OF CURB
IN A CULTIVATED AND MULCHED PLANTING AREA
MULCH LAYER
MULCH LAYER- (
(AS SPECIFIED)
BEGIN AT PIT LIMITS AND ADD NO MORE /
GRADE
/-FINISHED G
COLLAR. BLEND WITH TO EXISTING GRADE P
PLANTING SOIL MIX
AS NECESSARY AT OUTER PIT EDGE (
(AS SPECIFIED)
COMPACT EXCAVATED SOIL
TO FORM ROOTBALL PIT ON
12" 2-311 D
DOWNHILL SIDE OF
FINISHED GRADE 7`11 F_l I I-
PLANTING AREA
PLANTING SOIL MIX T
TRENCH EDGE
AROUND
R�MOVIE TOP OF
ENTIRE AREA
PLACEMENT OF '
SCARIFY BASE OF PIT. BREAK 22 " I . 1. :
711 lii
THROUGH AND LOOSEN ALL I iEIr
HARDPAN (REMOVE AS RETURN EXCAVATED SOIL
NECESSARY) TO FACILITATE AS NEEDED AND COMPACT
PROPER DRAINAGE ON A SLOPE LIGHTLY TO BRING PIT
BACK TO FINISHED GRADE.
PREVENT TREE FROM
�D SETTLING IN FUTURE
�\�3 SECTION L-001
12" ROW SPACING
�
MIN. OF 2" ABOVE FINISHED
TOP OF ROOTBALL TO BE A
GRADE
MULCH
FINISHED GRADE
UNDISTURBED SUBGRADE
CULTIVATE SOIL WITH ROTO-T|LLERTD
A MIN. DEPTH OF12"; BREAK TRHOUGH
HARDPAN AND REMOVE TOPROVIDE
GOOD DRAINAGE
CROWN
TOP OF
MIN. OF
GRADE
MULCH
F|N|SHE
~~"
ROW
SPACING
�
O.C.
SPACING
��--- ROOTBAL
BED
WIDTH PLAN
PLANTING SOIL SPECIFIED);
CULTIVATE A MIN. OF4" LAYER OF
PLANTING SOIL MIX INTO BED; PROVIDE
1"OF CROWN FOR EVERY FOOT C>FBED
O.C.
SPACING
ROOTBALL
_
UND|STURBEOSUBGFU\DE--/ \
�- PLANTING SOIL MIX SPECIFIED);
^�
CULTIVATE SOIL �ULTNATEA MIN. OF4^ LAYER OF
VV|TH�OTO��|LLEP( TO --^
A MIN. DEPTH OF12"; BREAK TRHOUGH PLANTING SOIL K8|X INTO BED
HARDPAN AND REMOVE TOPROVIDE
GOOD DRAINAGE
SECTION�
SHRUB TING (SINGLE & DOUBLE ROWS
��5
^�~� )SECTION, PLAN N�T.S.
PLANTING SOIL MIX PLANTING PROCEDURE
(AS SPECIFIED) 1. LAY OUT BED AND OUTLINE WITH TRENCH
GROUND COVER EDGE. PLACE SOIL FROM EDGE WITHIN BED.
2. ROTOTILL BED TO 12" DEPTH. SPREAD 3" MIN.
(AS SPECIFIED ON DRAWING) LAYER OF PLANTING SOIL MIX OVER BED.
LEAVE NO ROOTS EXPOSED ROTOTILL SOIL MIX INTO TOP OF BED. TALL
MULCH LAYER (AS SPECIFIED) PLANTS & MULCH. WATER THOROUGHLY.
(UNLESS OTHERWISE
TRENCH EDGE
EDGE OF LANDSCAPE AREA,
PAVEMENT EDGE, OR BACK OF:CURB. UNDISTURBED SUBGRADE
BREAK THROUGH ANY EXISTING "HARD-PAN" CULTIVATE SOIL IN LANDSCAPE
AND REMOVE AS NECESSARY TO PROVIDE AREA TO MINIMUM DEPTH OF 12"
GOOD PERCULAT|ON& POSITIVE DRAINAGE.
����T��������� PLANTING ��Jl��T� ��� ��
��������l`������� ����� J������� �L�L���� ��� ���������� ���v���
CULTIVATED PLANTING AREA
43 -1 )DETAIL N.T.S.
MOTES:
1. SET TREE PLUMB PRIOR TOSTAKING.
2. GRADES NOT TO EXCEED 3:1SLOPES.
3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED
UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL
CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF
PLANT SURVIVABILITY ORWARRANTY.
5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED
DURING PLANT INSTALLATION.
G. ALL STAKING TQBE PLACED OUTSIDE LIMITS OF TREE PIT.
7. ALL GUYING TOBE ENCASED AND SECURED TO THE PLANT |N RUBBER HOSE (OR EC>UAL).
OPTION 3:DIAGONAL
STAKING
(FOR EVERGREENS
(1) STAKE & GUY PEF
OPTION 1: VERTICAL
STAKING
STAKES &GUY|N(
TREE. SET STAKES 1
AROUND THE TREE.
GUYING AM|N|NUMC
HEIGHT OF TREE AN|
THE LOWEST 8RANC
ISSA011101141110h,210 000106 ".02
�
43 / SECTION PLAN
1.M WOODEN STAKE OR#4REBAR PER TREE
2. SET TREE PLUMB PRIOR TOSTAKING
3. SECURE STAKE TO TREE TRUNK WITH 12GA. GALV. WIRE &
RUBBER HOSE (OR EQUAL) AT MIN. DFY TREE HEIGHT
4. STAKING TOBE CONSISTENT ALONG ALL ROWS AND WITH
TYPICAL STAKING DETAIL
5. SET ROOTBALL EVEN WITH FINISHED GRADE.
TREE
O.C. SPACING
(AS SPECIFIED ON DWGS.
EXISTING GRASS
TO REMAIN
UNDISTURBED
EXCEPT WHERE
TREES ARE
PLANTED
uj
FINISHED
GRADE
nmlla
REFER M I I !I E I I I 4�E= I FE E HI I IEI I IE! I iEi I 1=
ROOTBALL DETAIL:
LENGTH OF WOOD STAKES VARIES WITH
HEIGHT OFTREE. EACH STAKE T]BE
DRIVEN INTO THE GROUND 30"MIN.
TREE
OCGPAC|NG
(AS SPECIFIED ON OVVGS]
EXISTING GRASS
TO REMAIN
UNDISTURBED
EXCEPT WHERE
TREES ARE
PLANTED
uj
FINISHED
GRADE
%^%JL-'',1_%'L_���'�
STAKING---
ENLARGEMENT
MULCH
(AS SPECIFIED ONOWGG]
%LV
IRE
NOTES:
1. SET TREE PLUMB PRIOR TDSTAKING.
2. GRADES NOT TO EXCEED 3:1SLOPES.
3. ALL PRUNING |8 RESTRICTED TOTHE
REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF
THE LANDSCAPE ARCHITECT.
4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS.
STAKES [)N^H|GH^-
SIDE OF TREE ONLY.
o
8U���-�
{U4A4U��
SEE DETAIL FOR
SUITABLE TREE STAKING
FINISHED GRADE -/
REFER TO TREE
ETAIL
COMPACTEXCAVATEOSO|LTO
--'
F{}RK4 ROOTBALL PIT ON DOWNHILL
mi
SIDE OF PLANTING AREA
43)SECTION, P
1. LENGTH DF WOOD STAKES VARIES WITH
HEIGHT DF TREE. EACH STAKE TDBE
DRIVEN (3O'yN|Nj INTO SLOPE ATANGLE
INDICATED.
2. GRADES NOT TD EXCEED 2:1.
3. TRENCH ALL EDGES OF PLANTING BED.
FINISHED-�
TREE
(AS SPECIFIED (JN OVVG8.)
ROW SPACING
4^.:FYp.
22 1/2 -/`-/ u- -''~'|'F0 _ CT|DN
0 _
+ OF SLOPE
Z PLAN
uj
uj
MULCH LAYER
TRENCH EDGE AROUND
ENT|RE AREA TOBE
MULCHED
ENLARGEMENT 45 1112 -1
TYPICAL STAKING: ''ITE1 _
1.(1)2X2 WOODEN STAKE OR#4REBAR PER TREE
2. SET TREE PLUMB PRIOR TOSTAKING
38ECURESTAKETDTF<EETRUN�VV|TH12�A� /
� REFERTO
-�
GALVVV|RE�F�UBBERHOGE(OR�[JUAL)AT
� ` ' �OOTBALLOETA|L���
KA|N�OFYTREEHE|GHT
� 4. STAKING TDBE CONSISTENT ALONG ALL
`
ROWS AND WITH TYPICAL STAKING DETAIL
5. SET UPHILL EDGE OFR[)[)TB/\LL (FOR SLOPE
PLANTINGS ONLY)
���� PLANTING �� STAKING ��3������ ��
��������J�������������� ��������l������ ����l���L�l���
VEGETATED AND MULCHED PLANTING AREAS
F L-006
43.1)SECTION N.T.S�
FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS,
REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES". PERENNIALS / SHRUBS
ROW (AS SPECIFIED ON
SPACING DRAWING)
PERENNIALS
(AS SPECIFIED ON 7 MULCH LAYER
DRAWING) (AS SPECIFIED)
SLOPE FOR
TRENCH 12" 'DRAI NAGE
FINISHED
GRADE
PERENNIAL
(AS SPECIFIED)
SOIL MIX
till -tzil 1151111 =Ili 17 Ill Ill I=
BREAK THROUGH ANY EXISTING "HARD-PAN"
CULTIVATE SOIL WITH ROTOTILLEI,
AN ADDITIONAL 6-8" DEPTH & REMOVE AS NECESSARY TO PROVIDE
UNDISTURBED SUBGRADE GOOD PERCOLATION & POSITIVE DRAINAGE.
MASS PERENNIAL
BED PLANTING
SECTION
COMPACT EXCAVATED SOIL
TO FORM R0OTBALL PIT ON
DOWNHILL SIDE
PLANT SOIL MIX
(AS SPECIFIED ON DVVGSj
MULCH
(AS SPECIFIED ON OVVGS]
rTREE
7*--'STAKE
^~`--GALV.
WIRE
STAKING
ENLARGEMENT
MASS PLANTING AND STAKING ON SLOPE
G SECTION L-007
NOTES:
1. SET TREE PLUMB PRIOR TOSTAKING.
2. GRADES NOT TO EXCEED 3:1SLOPES.
3. ALL PRUNING |G RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN
BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OFTHE
LANDSCAPE ARCHITECT.
4. ALL MULCH SHALL BEAS SPECIFIED ACCORDING TO THE PLANS AND/OR
SPECIFICATIONS.
SEE DETAIL FOR
SUITABLE TREE �
OPTIONS
(b
TRENCH EDGE A
ENTIRE AREA TO
MULCHED
�����rnn���
'~-'�'`'~''~-^
ROOTBALLP| AL H
�3
L43 )SECTION, PLAN
TRENCH EDGE (TYP)
ROW SPACING
SECTION
ULCH LAYER
ULTIVATED SOIL
1^X4"GALV. LANDSCAPE STAKE NO2"X4"
X30" ZINC COATED FENCE (21/2'ABOVE);
TENSION FENCE BETWEEN POST PRIOR 2'K4AX.
TO ATTACHING TO POST NVMIN.
(3)GALV. FLEX 'C' RINGS PER POST. | 1'
|
LOCATE AT TOP OFSLOPE. .
USE EXCAVATED SOIL TO
FORM ROOTBALL PIT ON
DOWNHILL SIDE.
SHRUB PLANTING ON SLOPE
(SET PLANTS PLUMB)
MULCH LAYER (AS SPECIFIED)
(AS SPECIFIED) III
TRENCH
EDGE
ADD EXCAVATED SOIL TO BRING TOP
OF ROOTBALL TO FINISHED GRADE. 4-1 MIN.
TAMP LIGHTLY PRIOR TO SETTING
SHRUB TO PREVENT SETTLING.
SET TOP OF ROOTBALL
LEVEL WITH FINISHED GRADE. I
SHRUB PLANTING ON SLOPE
ki
43) DETAIL N.T.S.
L-010
TRENCH EDGE (TYp) 1^X4^GALV LANDSCAPE STAKE m02^X4^
X 30" ZINC COATED FENCE (2 1/2'ABOVE);
TENSION FENCE BETWEEN POST PRIOR 2'MAX.
ROWS ACING TO ATTACHING TO POST W/ MIN.
(3) GALV. FLEX'C' RINGS PER POST.
LOCATE AT TOP OF SLOPE.
USE EXCAVATED SOIL TO
FORM ROOTBALL PIT ON
DOWNHILL SIDE.
JUNIPER PLANTING ON SLOPE
(SET PLANTS PLUMB)
1111= fill
MULCH LAYER (AS SPECIFIED)
PLANTING SOIL MIX '1=_IIIl==I1IIEAlI Ill
(AS SPECIFIED) I
EDGE
ADD EXCAVATED SOIL TO BRING TOP
OF ROOTBALL TO FINISHED GRADE.
TAMP LIGHTLY PRIOR TO SETTING
SHRUB TO PREVENT SETTLING.
Ill
SET TOP OF ROOTBALL
LEVEL WITH FINISHED GRADE. 3 1/2"
MIN.
1-� SHRUB (JUNIPER) PLANTING ON SLOPE
43-1 DETAIL NT.&
ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan@alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
tellel 434.531.7507
el swedwards8l68@gmall.com
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PLANTING SOIL SPECIFIED);
CULTIVATE A MIN. OF4" LAYER OF
PLANTING SOIL MIX INTO BED; PROVIDE
1"OF CROWN FOR EVERY FOOT C>FBED
O.C.
SPACING
ROOTBALL
_
UND|STURBEOSUBGFU\DE--/ \
�- PLANTING SOIL MIX SPECIFIED);
^�
CULTIVATE SOIL �ULTNATEA MIN. OF4^ LAYER OF
VV|TH�OTO��|LLEP( TO --^
A MIN. DEPTH OF12"; BREAK TRHOUGH PLANTING SOIL K8|X INTO BED
HARDPAN AND REMOVE TOPROVIDE
GOOD DRAINAGE
SECTION�
SHRUB TING (SINGLE & DOUBLE ROWS
��5
^�~� )SECTION, PLAN N�T.S.
PLANTING SOIL MIX PLANTING PROCEDURE
(AS SPECIFIED) 1. LAY OUT BED AND OUTLINE WITH TRENCH
GROUND COVER EDGE. PLACE SOIL FROM EDGE WITHIN BED.
2. ROTOTILL BED TO 12" DEPTH. SPREAD 3" MIN.
(AS SPECIFIED ON DRAWING) LAYER OF PLANTING SOIL MIX OVER BED.
LEAVE NO ROOTS EXPOSED ROTOTILL SOIL MIX INTO TOP OF BED. TALL
MULCH LAYER (AS SPECIFIED) PLANTS & MULCH. WATER THOROUGHLY.
(UNLESS OTHERWISE
TRENCH EDGE
EDGE OF LANDSCAPE AREA,
PAVEMENT EDGE, OR BACK OF:CURB. UNDISTURBED SUBGRADE
BREAK THROUGH ANY EXISTING "HARD-PAN" CULTIVATE SOIL IN LANDSCAPE
AND REMOVE AS NECESSARY TO PROVIDE AREA TO MINIMUM DEPTH OF 12"
GOOD PERCULAT|ON& POSITIVE DRAINAGE.
����T��������� PLANTING ��Jl��T� ��� ��
��������l`������� ����� J������� �L�L���� ��� ���������� ���v���
CULTIVATED PLANTING AREA
43 -1 )DETAIL N.T.S.
MOTES:
1. SET TREE PLUMB PRIOR TOSTAKING.
2. GRADES NOT TO EXCEED 3:1SLOPES.
3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED
UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL
CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF
PLANT SURVIVABILITY ORWARRANTY.
5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED
DURING PLANT INSTALLATION.
G. ALL STAKING TQBE PLACED OUTSIDE LIMITS OF TREE PIT.
7. ALL GUYING TOBE ENCASED AND SECURED TO THE PLANT |N RUBBER HOSE (OR EC>UAL).
OPTION 3:DIAGONAL
STAKING
(FOR EVERGREENS
(1) STAKE & GUY PEF
OPTION 1: VERTICAL
STAKING
STAKES &GUY|N(
TREE. SET STAKES 1
AROUND THE TREE.
GUYING AM|N|NUMC
HEIGHT OF TREE AN|
THE LOWEST 8RANC
ISSA011101141110h,210 000106 ".02
�
43 / SECTION PLAN
1.M WOODEN STAKE OR#4REBAR PER TREE
2. SET TREE PLUMB PRIOR TOSTAKING
3. SECURE STAKE TO TREE TRUNK WITH 12GA. GALV. WIRE &
RUBBER HOSE (OR EQUAL) AT MIN. DFY TREE HEIGHT
4. STAKING TOBE CONSISTENT ALONG ALL ROWS AND WITH
TYPICAL STAKING DETAIL
5. SET ROOTBALL EVEN WITH FINISHED GRADE.
TREE
O.C. SPACING
(AS SPECIFIED ON DWGS.
EXISTING GRASS
TO REMAIN
UNDISTURBED
EXCEPT WHERE
TREES ARE
PLANTED
uj
FINISHED
GRADE
nmlla
REFER M I I !I E I I I 4�E= I FE E HI I IEI I IE! I iEi I 1=
ROOTBALL DETAIL:
LENGTH OF WOOD STAKES VARIES WITH
HEIGHT OFTREE. EACH STAKE T]BE
DRIVEN INTO THE GROUND 30"MIN.
TREE
OCGPAC|NG
(AS SPECIFIED ON OVVGS]
EXISTING GRASS
TO REMAIN
UNDISTURBED
EXCEPT WHERE
TREES ARE
PLANTED
uj
FINISHED
GRADE
%^%JL-'',1_%'L_���'�
STAKING---
ENLARGEMENT
MULCH
(AS SPECIFIED ONOWGG]
%LV
IRE
NOTES:
1. SET TREE PLUMB PRIOR TDSTAKING.
2. GRADES NOT TO EXCEED 3:1SLOPES.
3. ALL PRUNING |8 RESTRICTED TOTHE
REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF
THE LANDSCAPE ARCHITECT.
4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS.
STAKES [)N^H|GH^-
SIDE OF TREE ONLY.
o
8U���-�
{U4A4U��
SEE DETAIL FOR
SUITABLE TREE STAKING
FINISHED GRADE -/
REFER TO TREE
ETAIL
COMPACTEXCAVATEOSO|LTO
--'
F{}RK4 ROOTBALL PIT ON DOWNHILL
mi
SIDE OF PLANTING AREA
43)SECTION, P
1. LENGTH DF WOOD STAKES VARIES WITH
HEIGHT DF TREE. EACH STAKE TDBE
DRIVEN (3O'yN|Nj INTO SLOPE ATANGLE
INDICATED.
2. GRADES NOT TD EXCEED 2:1.
3. TRENCH ALL EDGES OF PLANTING BED.
FINISHED-�
TREE
(AS SPECIFIED (JN OVVG8.)
ROW SPACING
4^.:FYp.
22 1/2 -/`-/ u- -''~'|'F0 _ CT|DN
0 _
+ OF SLOPE
Z PLAN
uj
uj
MULCH LAYER
TRENCH EDGE AROUND
ENT|RE AREA TOBE
MULCHED
ENLARGEMENT 45 1112 -1
TYPICAL STAKING: ''ITE1 _
1.(1)2X2 WOODEN STAKE OR#4REBAR PER TREE
2. SET TREE PLUMB PRIOR TOSTAKING
38ECURESTAKETDTF<EETRUN�VV|TH12�A� /
� REFERTO
-�
GALVVV|RE�F�UBBERHOGE(OR�[JUAL)AT
� ` ' �OOTBALLOETA|L���
KA|N�OFYTREEHE|GHT
� 4. STAKING TDBE CONSISTENT ALONG ALL
`
ROWS AND WITH TYPICAL STAKING DETAIL
5. SET UPHILL EDGE OFR[)[)TB/\LL (FOR SLOPE
PLANTINGS ONLY)
���� PLANTING �� STAKING ��3������ ��
��������J�������������� ��������l������ ����l���L�l���
VEGETATED AND MULCHED PLANTING AREAS
F L-006
43.1)SECTION N.T.S�
FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS,
REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES". PERENNIALS / SHRUBS
ROW (AS SPECIFIED ON
SPACING DRAWING)
PERENNIALS
(AS SPECIFIED ON 7 MULCH LAYER
DRAWING) (AS SPECIFIED)
SLOPE FOR
TRENCH 12" 'DRAI NAGE
FINISHED
GRADE
PERENNIAL
(AS SPECIFIED)
SOIL MIX
till -tzil 1151111 =Ili 17 Ill Ill I=
BREAK THROUGH ANY EXISTING "HARD-PAN"
CULTIVATE SOIL WITH ROTOTILLEI,
AN ADDITIONAL 6-8" DEPTH & REMOVE AS NECESSARY TO PROVIDE
UNDISTURBED SUBGRADE GOOD PERCOLATION & POSITIVE DRAINAGE.
MASS PERENNIAL
BED PLANTING
SECTION
COMPACT EXCAVATED SOIL
TO FORM R0OTBALL PIT ON
DOWNHILL SIDE
PLANT SOIL MIX
(AS SPECIFIED ON DVVGSj
MULCH
(AS SPECIFIED ON OVVGS]
rTREE
7*--'STAKE
^~`--GALV.
WIRE
STAKING
ENLARGEMENT
MASS PLANTING AND STAKING ON SLOPE
G SECTION L-007
NOTES:
1. SET TREE PLUMB PRIOR TOSTAKING.
2. GRADES NOT TO EXCEED 3:1SLOPES.
3. ALL PRUNING |G RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN
BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OFTHE
LANDSCAPE ARCHITECT.
4. ALL MULCH SHALL BEAS SPECIFIED ACCORDING TO THE PLANS AND/OR
SPECIFICATIONS.
SEE DETAIL FOR
SUITABLE TREE �
OPTIONS
(b
TRENCH EDGE A
ENTIRE AREA TO
MULCHED
�����rnn���
'~-'�'`'~''~-^
ROOTBALLP| AL H
�3
L43 )SECTION, PLAN
TRENCH EDGE (TYP)
ROW SPACING
SECTION
ULCH LAYER
ULTIVATED SOIL
1^X4"GALV. LANDSCAPE STAKE NO2"X4"
X30" ZINC COATED FENCE (21/2'ABOVE);
TENSION FENCE BETWEEN POST PRIOR 2'K4AX.
TO ATTACHING TO POST NVMIN.
(3)GALV. FLEX 'C' RINGS PER POST. | 1'
|
LOCATE AT TOP OFSLOPE. .
USE EXCAVATED SOIL TO
FORM ROOTBALL PIT ON
DOWNHILL SIDE.
SHRUB PLANTING ON SLOPE
(SET PLANTS PLUMB)
MULCH LAYER (AS SPECIFIED)
(AS SPECIFIED) III
TRENCH
EDGE
ADD EXCAVATED SOIL TO BRING TOP
OF ROOTBALL TO FINISHED GRADE. 4-1 MIN.
TAMP LIGHTLY PRIOR TO SETTING
SHRUB TO PREVENT SETTLING.
SET TOP OF ROOTBALL
LEVEL WITH FINISHED GRADE. I
SHRUB PLANTING ON SLOPE
ki
43) DETAIL N.T.S.
L-010
TRENCH EDGE (TYp) 1^X4^GALV LANDSCAPE STAKE m02^X4^
X 30" ZINC COATED FENCE (2 1/2'ABOVE);
TENSION FENCE BETWEEN POST PRIOR 2'MAX.
ROWS ACING TO ATTACHING TO POST W/ MIN.
(3) GALV. FLEX'C' RINGS PER POST.
LOCATE AT TOP OF SLOPE.
USE EXCAVATED SOIL TO
FORM ROOTBALL PIT ON
DOWNHILL SIDE.
JUNIPER PLANTING ON SLOPE
(SET PLANTS PLUMB)
1111= fill
MULCH LAYER (AS SPECIFIED)
PLANTING SOIL MIX '1=_IIIl==I1IIEAlI Ill
(AS SPECIFIED) I
EDGE
ADD EXCAVATED SOIL TO BRING TOP
OF ROOTBALL TO FINISHED GRADE.
TAMP LIGHTLY PRIOR TO SETTING
SHRUB TO PREVENT SETTLING.
Ill
SET TOP OF ROOTBALL
LEVEL WITH FINISHED GRADE. 3 1/2"
MIN.
1-� SHRUB (JUNIPER) PLANTING ON SLOPE
43-1 DETAIL NT.&
ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan@alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
tellel 434.531.7507
el swedwards8l68@gmall.com
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2.04-18-14-CO. COMMENTS �\
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ENLARGEMENT
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(AS SPECIFIED ONOWGG]
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NOTES:
1. SET TREE PLUMB PRIOR TDSTAKING.
2. GRADES NOT TO EXCEED 3:1SLOPES.
3. ALL PRUNING |8 RESTRICTED TOTHE
REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF
THE LANDSCAPE ARCHITECT.
4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS.
STAKES [)N^H|GH^-
SIDE OF TREE ONLY.
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REFER TO TREE
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COMPACTEXCAVATEOSO|LTO
--'
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mi
SIDE OF PLANTING AREA
43)SECTION, P
1. LENGTH DF WOOD STAKES VARIES WITH
HEIGHT DF TREE. EACH STAKE TDBE
DRIVEN (3O'yN|Nj INTO SLOPE ATANGLE
INDICATED.
2. GRADES NOT TD EXCEED 2:1.
3. TRENCH ALL EDGES OF PLANTING BED.
FINISHED-�
TREE
(AS SPECIFIED (JN OVVG8.)
ROW SPACING
4^.:FYp.
22 1/2 -/`-/ u- -''~'|'F0 _ CT|DN
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+ OF SLOPE
Z PLAN
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MULCH LAYER
TRENCH EDGE AROUND
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MULCHED
ENLARGEMENT 45 1112 -1
TYPICAL STAKING: ''ITE1 _
1.(1)2X2 WOODEN STAKE OR#4REBAR PER TREE
2. SET TREE PLUMB PRIOR TOSTAKING
38ECURESTAKETDTF<EETRUN�VV|TH12�A� /
� REFERTO
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� 4. STAKING TDBE CONSISTENT ALONG ALL
`
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5. SET UPHILL EDGE OFR[)[)TB/\LL (FOR SLOPE
PLANTINGS ONLY)
���� PLANTING �� STAKING ��3������ ��
��������J�������������� ��������l������ ����l���L�l���
VEGETATED AND MULCHED PLANTING AREAS
F L-006
43.1)SECTION N.T.S�
FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS,
REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES". PERENNIALS / SHRUBS
ROW (AS SPECIFIED ON
SPACING DRAWING)
PERENNIALS
(AS SPECIFIED ON 7 MULCH LAYER
DRAWING) (AS SPECIFIED)
SLOPE FOR
TRENCH 12" 'DRAI NAGE
FINISHED
GRADE
PERENNIAL
(AS SPECIFIED)
SOIL MIX
till -tzil 1151111 =Ili 17 Ill Ill I=
BREAK THROUGH ANY EXISTING "HARD-PAN"
CULTIVATE SOIL WITH ROTOTILLEI,
AN ADDITIONAL 6-8" DEPTH & REMOVE AS NECESSARY TO PROVIDE
UNDISTURBED SUBGRADE GOOD PERCOLATION & POSITIVE DRAINAGE.
MASS PERENNIAL
BED PLANTING
SECTION
COMPACT EXCAVATED SOIL
TO FORM R0OTBALL PIT ON
DOWNHILL SIDE
PLANT SOIL MIX
(AS SPECIFIED ON DVVGSj
MULCH
(AS SPECIFIED ON OVVGS]
rTREE
7*--'STAKE
^~`--GALV.
WIRE
STAKING
ENLARGEMENT
MASS PLANTING AND STAKING ON SLOPE
G SECTION L-007
NOTES:
1. SET TREE PLUMB PRIOR TOSTAKING.
2. GRADES NOT TO EXCEED 3:1SLOPES.
3. ALL PRUNING |G RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN
BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OFTHE
LANDSCAPE ARCHITECT.
4. ALL MULCH SHALL BEAS SPECIFIED ACCORDING TO THE PLANS AND/OR
SPECIFICATIONS.
SEE DETAIL FOR
SUITABLE TREE �
OPTIONS
(b
TRENCH EDGE A
ENTIRE AREA TO
MULCHED
�����rnn���
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ULCH LAYER
ULTIVATED SOIL
1^X4"GALV. LANDSCAPE STAKE NO2"X4"
X30" ZINC COATED FENCE (21/2'ABOVE);
TENSION FENCE BETWEEN POST PRIOR 2'K4AX.
TO ATTACHING TO POST NVMIN.
(3)GALV. FLEX 'C' RINGS PER POST. | 1'
|
LOCATE AT TOP OFSLOPE. .
USE EXCAVATED SOIL TO
FORM ROOTBALL PIT ON
DOWNHILL SIDE.
SHRUB PLANTING ON SLOPE
(SET PLANTS PLUMB)
MULCH LAYER (AS SPECIFIED)
(AS SPECIFIED) III
TRENCH
EDGE
ADD EXCAVATED SOIL TO BRING TOP
OF ROOTBALL TO FINISHED GRADE. 4-1 MIN.
TAMP LIGHTLY PRIOR TO SETTING
SHRUB TO PREVENT SETTLING.
SET TOP OF ROOTBALL
LEVEL WITH FINISHED GRADE. I
SHRUB PLANTING ON SLOPE
ki
43) DETAIL N.T.S.
L-010
TRENCH EDGE (TYp) 1^X4^GALV LANDSCAPE STAKE m02^X4^
X 30" ZINC COATED FENCE (2 1/2'ABOVE);
TENSION FENCE BETWEEN POST PRIOR 2'MAX.
ROWS ACING TO ATTACHING TO POST W/ MIN.
(3) GALV. FLEX'C' RINGS PER POST.
LOCATE AT TOP OF SLOPE.
USE EXCAVATED SOIL TO
FORM ROOTBALL PIT ON
DOWNHILL SIDE.
JUNIPER PLANTING ON SLOPE
(SET PLANTS PLUMB)
1111= fill
MULCH LAYER (AS SPECIFIED)
PLANTING SOIL MIX '1=_IIIl==I1IIEAlI Ill
(AS SPECIFIED) I
EDGE
ADD EXCAVATED SOIL TO BRING TOP
OF ROOTBALL TO FINISHED GRADE.
TAMP LIGHTLY PRIOR TO SETTING
SHRUB TO PREVENT SETTLING.
Ill
SET TOP OF ROOTBALL
LEVEL WITH FINISHED GRADE. 3 1/2"
MIN.
1-� SHRUB (JUNIPER) PLANTING ON SLOPE
43-1 DETAIL NT.&
ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan@alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
tellel 434.531.7507
el swedwards8l68@gmall.com
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STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
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Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telex 434.531.5544
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STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telex 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
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Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
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el alan@alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168@gmaii.com
www.edwardsdesignstudio.com
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427 Cranberry Lane, Crozet, VA 22932
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STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan@aianfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.631.7507
el swedwards8168@gmail.com
www.edwardsdesignstudio.com
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el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
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www.edwardsdesignstudio.com
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ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan@alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168@gmall.com
www.edwardsdesignstudio.com
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1. 01-21-14 -INITIAL MSPA SUB. J1
2. 04-18-14 - CO. COMMENTS 2
3. 10-03-14 - CO./ACSA COMMENTSA3
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Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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1. 01 -21 -14 - INITIAL MSPA SUB. 1
2. 04 -18 -14 - CO. COMMENTS 2
3.10-03-14 - CO. /ACSA COMMENTS
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Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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REVISIONS:
1. 01 -21 -14 - INITIAL MSPA SUB. iS
2. 04 -18 -14 - CO. COMMENTS 3. 10 -03 -14 - CO. /ACSA COMME
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1. ALL 8" WATERLINE SHALLBE CLASS 52 DUCTILE IRON PIPE.
2. ALL 4" WATERLINE SHALLBE CLASS 53 DUCTILE IRON PIKE.
3. ALL WATER SERVICE CONNECTIONS SHALL BE TYPE K COPPER TUBING.
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4 THE MI_NIA�1 VERTWAL GEPARATI "
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6. 3 MINIMUM COVER REQUIRED OVER CENTERLINE OF PIPE.
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Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.5311507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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SCALE: 1 " = 50'
ISSUED: 01 -21 -14
DRAWN BY: SWE
REVISIONS:
1. 01 -21 -14 - INITIAL MSPA SUB. 1
2.04 -18 -14 - CO. COMMENTS 2
3. 10 -03 -14 - CO. /ACSA COMMENTSO
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SCALE: 1"=20'H; 1"=10'V
SANITARY SEWER 'B' (STA. 10 +00 - 16 +60)
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3. THE MINIMUM VERTIC' ..SEPARATION FROM STORM DRAIN LINE �2 . RIM 56 .65
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ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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SCALE: H:1 "= 20';V:1 " =10'
ISSUED: 01 -21 -14
DRAWN BY: AG F
REVISIONS:
1. 01 -21 -14 - INITIAL MSPA SUB. 1
2. 04 -18 -14 - CO. COMMENTS z
3.10-03-14 CO. ACSA COMMENTS
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ALAN G. FRANKLIN, P.E. LL
C
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARD;
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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Alan G. Franklin
Lic. No. 35326 W
O W
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SCALE: H:1 "= 2O';V:1 " =10'
ISSUED: 01 -21 -14
DRAWN BY: AG F
REVISIONS:
1. 01 -21 -14 - INITIAL MSPA SUB. __
2.04 -18 -14 - CO. COMMENTS z
3.10-03-14 - CO. /ACSA COMME&
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MAX
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WIDEN TRENCI
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REQUIRED.
NG AS
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SECTION 1 -1
ROD VALVE
TO TEE (COAT RODS WITH BITUMINOUS PAINT)
SECTION 2 -2
PIPE DEGREE BEND DIMENSIONS
VOL TEE AND PLUGS VOL.
SIZE OF
(FEET)
CU.YD. (FEET) CU.YD.
BEND L
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L H I T'
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2.33 2.84
0.18
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE: CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
VALVE BOXr''
2. USE 2500 P.S.I. CONCRETE.
3, NO CONCRETE SHALL BE POURED ON ANY PART
OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL
BE RESPONSIBLE FOR VERIFYING THE TYPE & SIZE OF
ALL THRUST BLOCKS.
-,
NO. 57 STONE
CONCRETE THRUST RUST BB LOCKS
FIG. W -5 TD -17
TD -18 NOTE: HYDRANT MUST BE FIG. W -4
KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES- NOTES:
MUELLER CENTURION (A -423) VILLE THREADS WHICH IS 1. SURROUND WEEP HOLES WITH GRAVEL AND
AlOR APPROVED EQUAL \ THE LOCAL STANDARD. KEEP FREE OF CONCRETE.
PLACE 5' GALV. " WITNESS" POST PAINTED ` , LENGTH OF BRANCH VARIES 2. MAINTAIN A T MIN. COVER FROM THE MAIN TO
BLUE TO INDICATE VALVE LOCATION AS y 6' MIN 2' TO 10' THE FIRE HYDRANT ( INCLUDING DITCHES)
DIRECTED. MARKER LOCATION MAY BE SUBJECT
p %.:; 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE
' TO HIGHWAY DEPARTMENT APPROVAL. FIRE HYDRANT AND VALVE BOX.
7 CU. FT. 18" VALVE BO
p� GRAVEL 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR
E �r , BEHIND THE DITCH. IT IS NOT ALLOWED IN THE
FINISHED GRADE ` \ � . \.`_ : DITCH.
��
36 "MIN ri, 6" GATE 5. FIRE HYDRANTS SHALL BE INSTALLED AT
.... - - _._.__._. ` VALVE
8" THE PREVAILING X 6" ING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS THE WEEP
q` °: TEE
2500 P.S.I. CONCRETE"
HOLES SHALL BE PLUGGE D AND THE HYDRANT
............
O \ \' BASE AND THRUST # ! SHALL BE PUMPED DRY.
BLOCK AGAINST
ADJUSTABLE VALVE BOX W/ LID UNDISTURBED STABLE\
SOIL.;
BINGHAM & TAYLOR FIG. NO. 4905 STEEL PILE
U (SCREW TYPE) OR APPROVED EQUAL !I 3/4" THREADED RODS TO
WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS.
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED
�\ THE VALVE TO THE HYDRANT WITH 2 -3/4" OR ASPHALT COATED
N:, THREADED RODS IN ADDITION TO POURING
Z CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
TYPICAL FIRE HYDRANT ASSJEM133 L Y
I M.J. GATE VALVE
WATER L LINE
1
41
1.
2500 P.S.I.
CONCRETE
THRUST BLOCK 2'x 2 BEARING AREA
NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
61 DETAIL U -004
N.T.S.
FIG. W -7 COVER LIFT NOTCH
TD -20 I, 141/2"
1 r
WATER
CAST IRON LID
NOTES:
1. UNPAVED AVED AREAS PREFERRED LOCATION): PLASTIC
BROOKS 2200 SERIES WITH 6 EXTENSION OR APPROVED
EQUAL.
2. PAVED AREAS (ALTERNATE LOCATION): CAST IRON
BINGHAM AND TAYLOR NO, 6015 -B OR APPROVED EQUAL.
18" USE 6" OF BRICK AND /OR BLOCK TO INCREASE DEPTH TO
24"
6" EXTENSION 3• FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS
REQUIRED IN THE LID.
6" BROOKS
v 2200 SERIES
PIPE SLOT
(2 PLACES)
TYPICAL METER ]BOXES (5/8)) X99 METERS)
FIG. W -6
TD -19
1" COMPRESSION x 3/4" MALE PIPE COUPLING
OR APPROVED EQUAL
❑ (Jp
1" TYPE "K" l
SOFT COPPER
I FOR USE ON ATTACHED SINGLE FAMILY
1 "x1 "x1 "TEE RESIDENTIAL SERVICES OR DUAL
RESIDENTIAL AND IRRIGATION SERVICES.
❑ O
NOTE: NO SWEATED
FITTINGS
DUAL SERVICE
1" COMPRESSION x 3/4" MALE PIPE COUPLING
OR APPROVED EQUAL
1" TYPE "K"
SOFT COPPER l
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERE AN
IRRIGATION METER IS NOT PROVIDED.
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
CAST IRON LID
FINISHED GRADE
1/4 BEND COUPLING (IF REQUIRED) 10 " -1 BROOKS 2200 SERIES BOX WITH
LOCKWING EXTENSION OR APPROVED EQUAL
MUELLER NO. H -15069 (1 ") BALL IN UNPAVED AREAS
NO. H -15068 (11/2", 2 ") (INLET &
FORD NO. L02 -44 (1 ") OUTLET) --
N0. L02-66 (11/2") COPPERSETTER (PLACED ON STONE)
N0. L02-77 (2 "j McDONALD 20 -209 WWDD 33 OR
OR APPROVED EQUAL _ I APPROVED EQUAL
M -
i >.. m METER
4" STONE
BEDDING BRICK AS
CORPORATION STOP (1 ", 1 1/2 ", 2 ") NECESSARY
MUELLER NO. H -15000 FORD NO.
F -600, OR APPROVED EQUAL
T YPICAL S]EIVICJE ]LAT ERA L INSTALLATION
§6V SECTION U -002 61 DETAIL U -003 DETAIL U -018 61 SECTION U -010
N.T.S. N.T.S. N.T.S. N.T.S.
FIG. W -2 FIG. W -713
TD -13 TD -22
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
UNSTABLE
SOIL
• STABLE SOIL
INITIAL BACKFILL
• 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
INITIAL BACKFILL
E
ROCK
:DDING
TONE
UNDER -CUT CONDITION
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.
TONE
STABLE SOIL OR ROCK
I''1I�1�: 1 \�•1 .� \I I..���I�11?\ �� I: >l�:l�)I!)I\
61 % DETAIL
NOTES:
1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK,
ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT,
WHICHEVER IS GREATER.
2. ENDS OF CASING CAN BE SEALED USING A MODEL AC PULL -ON
END SEAL GASKET, AS MANUFACTURED BY ADVANCE PRODUCT
SYSTEMS, INC., IN LIEU OF CONCRETE FILL.
3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE.
z
co
Z
60"
36" ell
Z_
17.5"
00
M
z
WINGNUT LOCKING ASSEMBLY
CV
'- BYPASS
NOTES:
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4 ".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8 ".
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
G TYPICAL METER VAULT (12" M ET EIR)
61 DETAIL _ U -017
N.T.S.
FE ROADWAY R
2' -0" � TOR 8' TOR 8' 2' -0" 2I, ' -0" I,
ZDUCTILE IRON PIPE
(PUSH ON JOINTS) 18' OR 20' JOINT OF D.I.
Ile
WATER TYPICAL STEEL SLEEVE INSTALLATION UNDER ]ROADWAYS
12" CONCRETE FILL
BOTH ENDS
DETAIL U -020
N.T.S.
- - 3'
CERTIFICATION OF 95%
COMPACTION REQUIRED
GALVANIZED STEEL
W12 X 14 (MIN. SIZE
T MIN. PENETRATION INTO L
SOIL, OR AS APPROVED BY
SERVICE AUTHORITY.
61 DETAIL
SIDE VIEW
4' MINIMUM
M
51ZE BRANCH
VALVE THE SA
WATER MAIN
\ /ARIF�
M.J. PLUG
WATER MAIN
ROD VALVE
TO TEE (COAT RODS WITH BITUMINOUS PAINT)
ON -LINE
PAVEMENT
:•:M._._.
_ _ ..._. .... ...._..... _.__....
........................ _.... ....__........._..... -
VARIES
COATED STEEL BAND OR STAINLESS z
STEEL CASING INSULATORS AS 2
0.25" MIN. THICKNESS
MANUFACTURED BY ADVANCE PRODUCT
-STEEL CASING
SYSTEMS, INC., MODEL SS1, S1; OR
PVC SLEEVE
BY CASCADE MODEL #CCS -905, OR
APPROVED EQUAL.
2' -0" � TOR 8' TOR 8' 2' -0" 2I, ' -0" I,
ZDUCTILE IRON PIPE
(PUSH ON JOINTS) 18' OR 20' JOINT OF D.I.
Ile
WATER TYPICAL STEEL SLEEVE INSTALLATION UNDER ]ROADWAYS
12" CONCRETE FILL
BOTH ENDS
DETAIL U -020
N.T.S.
- - 3'
CERTIFICATION OF 95%
COMPACTION REQUIRED
GALVANIZED STEEL
W12 X 14 (MIN. SIZE
T MIN. PENETRATION INTO L
SOIL, OR AS APPROVED BY
SERVICE AUTHORITY.
61 DETAIL
SIDE VIEW
4' MINIMUM
M
51ZE BRANCH
VALVE THE SA
WATER MAIN
\ /ARIF�
M.J. PLUG
WATER MAIN
ROD VALVE
TO TEE (COAT RODS WITH BITUMINOUS PAINT)
ON -LINE
(TYPE
"B ")
VARIES
THREADED COUPLING
PVC NIPPLE AND CAP
PVC SLEEVE
or
C)
BRASS NIPPLE AND CAP
f
LUBRICATE ALL THREADS
THRUST BLOCK
METER BOX (SEE FIG. W -7)
VALVE BOXr''
f: I,
-,
NO. 57 STONE
M.J. FITTING
2" PIPE SLOPED
TO DRAIN
-
GRADE ALLOWS
VARIES
VARIES
2" GALV. OR BRASS
PIPE
50
2" THREADED TAP
PLIUG
DEAD
END
(TYPE
"A ")
1 1I \ 211 .1 x\ 1'51 :.e
ell l0 01SO,O Intl :3) my
FIG. W -8
TD -16
U -014
N.T.S.
ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
to le l 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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A �R
SCALE: N.T.S.
ISSUED: 01 -21 -14
DRAWN BY: AG F
REVISIONS:
1. 01 -21 -14 - INITIAL MSPA SUB.
2. 04 -18 -14 - CO. COMMENTS 2
3. 10 -03 -14 - CO. /ACSA COMMENTSO
SHEET
OF 62
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0
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FRAME & COVER
(SEE FIG. S- 1 -D,E)
SLOPED AREA
"WEDG -LOK" TYPE
RUBBER COATED STEEL
STEPS OR APPROVED
EQUAL CAST IN PLACE
PRECAST REINFORCED
CONCRETE SECTIONS
"0" RING SEALS
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H.
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH OF FLOW CONCRETE
CHANNEL TO BE FILLETS
3/4 DIAMETER OF
CONTRIBUTING
SEWER.
A FILLETED INVERT FOR A SMOOTH
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE
PROVIDED.
NOTES:
2 -0"
12" MIN.
16" MAX
4' -0..
STREET SURFACE OR
NON -PAVED AREA
1' -0" MAX
3-0" MIN.
VARIES
- 1211
MIN. 6" BEDDING
W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON- EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE SECTION SHOWING
A BRANCH TIE -IN
23 % SECTION
SLOPED AREA
O
FRAME & COVER
SEE FIG. S -1 -D, E
STREET SURFACE OR
NON -PAVED AREA
2-0111 "WEDG LOW TYPE RUBBER COATED
STEEL STEPS OR APPROVED EQUAL
CAST IN PLACE
PRECAST REINFORCED CONCRETE SECTIONS
WITH "0" RING SEALS OR APPROVED EQUAL
z °
O °
THE DROP CONNECTION SHALL BE
DUCTILE IRON PIPE (CLASS 50)
511 BACKFILLED IN 6" LAYERS AND
COMPACTED BY HAND TAMPERS OR
12" MIN BACKFILLED WITH SELF - COMPACTING
16" MAX STONE.
5"
4
MINIMUM ELEVATION DIFFERENCE
w 12 "MIN 12 "MIN ACROSS M.H. FROM INLET TO OUTLET
SHALL BE 0.20 FEET
411 A FILLETED INVERT FOR A SMOOTH
r y
y TRANSITION OF FLOW BETWEEN INLET
& OULET PIPE SHALL BE PROVIDED.
71 4
3/4 DIA OF LARGEST
f
PIPE IN MANHOLE
MIN. 6" BEDDING WITH NO. 68 STONE
NOTES:
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON- EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND
OUT.
4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS
WITH STEEP SLOPES.
F TYPICAL MANHOLE WITH DROP CONNECTION
23 % SECTION
FIG. S -1 -A
TD -1
U -005
N.T.S.
U -010
N.T.S.
FIG. S -1 -B
TD -2
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW NOTES:
CHANNEL 1/4": 1' MIN 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE
SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL
BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE
SADDLE AS MANUFACTURED BY "SEALTITE ", OR AN APPROVED EQUAL.
BRANCH 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT).
12" ... ......... ......... .. -..... .. ....11... ................. .
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET.
_ /
v i
1
2"
NOTE: 2' MIN.
ALL CONNECTIONS TO
EXISTING MANHOLES SHALL '
BE CORED AND A FLEXIBLE
CONNECTION " BOOT"
FLEXIBLE CONNECTION INSTALLED
WITH STAINLESS STEEL
BAND 1 OUTLET
B TYP. MANHOLE PLAN SHOWING BRANCH TIE -IN
)-3) DETAIL -PLAN VIEW
U -006
N.T.S.
NOTES:
1.OPEN CUTS IN PAVED AREAS
1� WITHIN EXISTING VDOT RIGHT-
OF-WAY SHALL BE BACKFILLED
REMAINING BACIKFILL SHALL ENTIRELY WITH NO. 21A STONE.
NOT CONTAIN ROCK MATERIAL
\,
36 "MIN LARGER THAN 6 "' IN ANY 2.FOR DUCTILE IRON PIPE THE
[ DIMENSION BOTTOM OF THE TRENCH SHALL
24 "MINI BE SCRAPED AND COMPACTED,
INTIAL S) KFIILL* AND ALL STONES REMOVED OR
18 "MIN � (6" LIFTS) A 4" BEDDING OF NO. 68 STONE
EMBEDMENT * THOROUGHLY COMPACTED
BY HAND OR APPROVED SHALL BE PROVIDED.
SPRING LINE I� I MECHANICAL TAMPER
OF PIPE 3.WHERE ROCK IS ENCOUNTERED
s
�� HAUNCHING PIPE SHALL BE INSTALLED ON A
NO. 68 STONE
BEDDING 6 MAX MINIMUM 6" BEDDING OF NO. 68
4" MIN STONE.
FOUNDATION (SHALL BE
I REQUIRED WHEN SOIL
i CONDITIONS ARE UNSTABLE
(ALL PIPE)
TYPICAL SEWER PIPE INSTALLATION
C
IN TRENCH
23-) SECTION U -016
N.T.S.
PROFILE
FIG. S -4
TD-8
SPACING SPACING SPACING
M
z
D.I. PIPE
N
6 ANCHOR NO. 1 AT
z FIRSTJOINTABOVE
ANCHOR EXTENDS INTO SIDE OF DITCH MANHOLE.
s � o
lmpF z
DITCH 6" MIN. # +
LINE
24"
VARIES D.I. PIPE :, 6 "'
GRADE SPACING
20% TO 35% NOT OVER 36'
2500 PSI CONCRETE 35% TO 50% NOT OVER 24'
50% OR GREATER NOT OVER 16'
PLAN
TYPICAL ANCHOR DETAIL FOR
� SEWERS ON GRADES OF 20% AND GREATER
rG
23% PLAN, PROFILE
u -021
N.T.S.
MAIN LINE
FINISHED GROUND
SECTION
a
SALT —�
TREATED
2 x 4
MARKER
PLUG END OF --1
SERVICE LATERAL
I
I
I
IN LINE WYE -TEE
PLAN
R
VARIES �.
D SEWER SERVICE LATERAL CONNECTION
23 DETAIL
EXISTING MECHANICAL —
GRADE 1' -0" PIPE JOINT
\\ >�
MECHANICAL
PIPE JOINT 2" CL. 8" GRIFFIN 20'
LONG SPAN D.I.P.
2" C L.
FxlcTlnlr.
FIG. S -2
TD -6
U -011
N.T.S.
2' -011
If PIER SPACING
APPROX. 17' O.C.
S.S. AERIAL CROSSING e PIER/ANCHOR SPACING
27 1/2" DIA
[699mm]
26 DIA
[667m 67mm]
24" DIA
I` [606mm] -I
28 7/16" DIA
[722mm]
36" DIA
[914mm]
FRAME SECTION
(4) 1" (25mm) DIA HOLES
ON 32 3/4" (834mm) DIA
BOLT CIRCLE. 2" (51mm) LETTERS
(RECESSED FLUSH)
1"
F [25mm]
(2) CLOSED
PICKHOLES
xx > n>
11/2,
[38mm]
}-
S `W (2) CORED
PICKBARS
(29mm) DIA BOSS
11/2"
[38mm]
7"
[178mm]
26" 11/2"
[660mm] [38mm]
1/4" (6mm) DIA 3 1/8"
NEOPRENE GASKET F [79mm]
[16mm] 23" ............. A
[584mm]
25"
[635mm]
O.D. OF GASKET GROOVE
SECTION
23% DETAIL
STAINLESS STEEL STANCHION SADDLE SPECIFICATION
FIG S -1 -D
TD -25
U -007
N.T.s.
MANUFACTURER: FM STAINLESS, LLC - (706) 636 -1881
ITEM #: 59C -8
MATERIAL: 304/316 STAINLESS STEEL
ORDERING: SPECIFY BY PIPE, FIGURE NUMBER, DISTANCE TO CENTER OF CONCRETE.
DETAIL s� �23) D ETAIL D -003
DUNBAR MILBY WILUAMS
PITTMAN & VAUGHAN, PLLc
CONSULTING STRUCTURAL ENGINEER
10 THIRD STREET NE
CHARLOTTESVILLE„ VA 22902
434.293!.5171 F.434.977.5191
:.. 8t, GRIFFIN LONG SPAR D1 PIPE
NTH ADJUSTABLE STAINLESS Z u a 0
f STEEL. STANCHION SADDLE, €
LU
.. SEE CIVIL DVVG
n � ........�-.-........ - ...vim....... .�
�. a 18" DIA SONOTUBE € WITH (6) #5
.a , V RT AND #3 —: ] : (3) A.T Y 0C. }
REMAINDER AT 12 4 OC
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3" :yet
CLR' GLR
1 " -0 }t Its 1 t [{E"
TOP 1llEtN
°"�J : DATE :: 7/25/201.4
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3E {, 3� ,� DMV4PV JOB 'NUMBER:
SHEET NO,
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REINF V TH (5) #4 EACH WAY
Stephen D. Bauer
I S.S. AERIAL CROSSING e PIPE PIER /ANCHOR L " No. 025731
` 6„ 0-7-2.
23 DETAIL
N.T.S.
ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
telel 434.531.5544
el alan @alanfranklinpe.com
STEVEN W. EDWARDS
Landscape Architect
4936 Old Boonsboro Road
Lynchburg, VA 24503
telel 434.531.7507
el swedwards8168 @gmail.com
www.edwardsdesignstudio.com
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Alan G. Franklin
Lic. No. 35326
I ONA L
SCALE: N.T.S.
ISSUED: 01 -21 -14
DRAWN BY: AG F
REVISIONS:
1. 01 -21 -14 - INITIAL MSPA SUB. 1
2. 04-18-14 CO. COMMENTS 2
3. 10 -03 -14 - CO. /ACSA COMMENTS
SHEET
OF 62
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