HomeMy WebLinkAboutSDP201700005 Plan - Submittal (First) Major Amendment, Final Site Plan 2017-02-06LEGEND
W
WATER LINE (EX. / PROP.)
WV® WMO
WATER VALVE / METER
FHA-}
FIRE HYDRANT
YH-6
YARD HYDRANT
BOAC
BLOW -OFF ASSEMBLY
SS
SANITARY SEWER LINE (EX. / PROP.)
COo
CLEANOUT
MH--
MANHOLE
SD—
STORM LINE (EX. / PROP.)
DI d
STORM INLET
YDN
YARD DRAIN
DS o
DOWNSPOUT
G
GAS LINE (EX. / PROP.)
GV® GMO
GAS VALVE / METER
OHE
OVERHEAD ELECTRIC (EX. / PROP.)
UGE
UNDERGROUND ELECTRIC (EX. / PROP.)
PP.(7
POWER POLE
LP*
LIGHT POLE
GUY/
GUY WIRE
EM=
ELECTRIC METER
T
TRANSFORMER
OHT
OVERHEAD COMMUNICATIONS (EX. / PROP.)
UGT
UNDERGROUND COMMUNICATIONS (EX. / PROP.)
PED0
UTILITY PEDESTAL
SWM / DWM o/6-6
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-- F2.500/a-
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
POLYVINYLCHLORIDE PIPE
HDPE
HIGH-DENSITY POLYETHYLINE PIPE
VC
VITRIFIED CLAY PIPE
FFE
FINISHED FLOOR ELEVATION
TBR
TO BE REMOVED
TBT
TO BE TRANSPLANTED
TBS
TO BE SAVED
RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA
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ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
tele) 434.531.5544
el alan@aianfranklinpe.com
Edwards designStudio, PLLC
Landscape Architecture and Site Planning
4936 Old Boonsboro Road
Lynchburg,VA 24503
teiel 434.531.7507
el steve@edwardsdesignstudio.com
www.edwardsdesignstudio.com
VICINITY MAP I Scale: NTS
Image provided by GOOGLE Maps
SHEET 2
SHEET 3
SHEET 4
SHEET 5
SHEET 6
SHEET 7
SHEET 8
SHEET 9
SHEET 10
SHEET 11
SHEET 12
SHEET 13
SHEET 14
SHEET 15
SHEET 16
SHEET 17
SHEET 18
SHEET 19
SHEET 20
SHEET 21
SHEET 22
SHEET 23
SHEET INDEX
NOTES AND PROJECT DATA
EXISTING CONDITIONS AND DEMOLITION PLANS
LAYOUT PLAN
GRADING PLAN
TREE CONSERVATION PLAN
TREE CONSERVATION PLAN
UTILITY PLAN
WATERLINE PROFILES
WATERLINE DETAILS
SANTITARY SEWER PROFILES
SANITARY SEWER DETAILS
LANDSCAPE DETAILS
PHOTOMETRIC PLAN
LIGHTING DETAILS
SITE DETAILS
SITE DETAILS
SITE DETAILS
REVISION HISTORY
REV DATE DESCRIPTION SHEETS REVISED
-- 2/8/17 BOS ACTION NONE
-- 1
-- 2
-- 3
-- 4
-- 4
-- 5
-- 6
APPROVALS
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PERFORMANCE STANDARDS:
WATER AND SEWER:
ROADSISIi3EUYALKS, _.
1.
WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE
1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR
_ _.
SIDEWALKS; 23,210 0.53
CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF
INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR
42%
THE WORK.
AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND
NOTES,
In
IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED
2.
THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON
WITH SPECIFIED IMPROVEMENTS.
__
3. Common open space excludes land within ROW and on individual lots.
THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN
4. Lots include only those indMdual lets and noticing more,
o
INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE
3.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND
REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD
U N
SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF
ISSUED: 6 Feburary 20'17
N i
CERTAIN UNDERGROUND FEATURES.
4.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED
N -00
a)LU
DESCRIPTION.
3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND
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SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
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.
6.
ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE,
OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES,
4. THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER
ETC.
TRADES ON-SITE.
7.
ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS.
8.
VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER
EXTENSION OF THE LINE.
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
9.
AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS
WRITTEN CONSENT OF THE ENGINEER.
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
6. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT
LATEST EDITION CHECKLIST.
ACCEPTABLE. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE
ALBEMARLE
COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES:
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
1.
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT
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
WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE.
OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO
2,
ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL
VDOT UNLESS OTHERWISE NOTED.
MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY
DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK.
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.
8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS
4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
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
5.
THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES
WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING
OF 3:1 OR BETTER ARE TO BE ACHIEVED.
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
6.
PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY
AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON-SITE DURING
CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
7.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO
8.
UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
COMMENCING GRADING OF THE SITE. ALSO, THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL
g.
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES.
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
E T SUPPORT THE PROJECT THE CONTRACTOR SHALL MAINTAIN SERVICE TO
10. DURING THE INSTALLATION OF UTILITIES O SU O
ALBEMARLE
COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS:
NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED
1.
CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY.
TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH
THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE
REPAIR AND RESTORATION OF SERVICE.
OF THE START OF CONSTRUCTION.
11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM
2.
UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL
DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE
HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE
ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR.
SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT
DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL
3.
DRAINAGE
G E AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN
OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON-SITE. ALL
EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO
EASEMENTS
OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL
A BOUNDARY LINE OR A NATURAL WATERCOURSE.
BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS.
4.
GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE
13.PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
T THE TIME FCONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT
FIELD VERIFIED A E O Q
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS
SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN
PLAN, AS DRAWN, MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES
GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE
OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF
5.
WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
CG -9(A, B OR C).
THE REQUIRED PRE -CONSTRUCTION CONFERENCE.
6.
WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
QUALITATIVE STANDARDS:
STANDARD PE -1.
1. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE
7.
COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE
EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY.
TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
2. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE
8,
ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL
STRUCTURE.
PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
NULL AND VOID.
CONTROL PLAN AND INASMUCH AS IS POSSIBLE SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
g,
ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
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
CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL
10.
TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN,
BOND.
IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE
4. ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS
SAFE AND CONVENIENT ACCESS.
2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE
11.THE
SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED
ACHIEVED. ALL SLOPES GREATER THAN 3:1 SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT.
BY VDOT FOR PUBLIC ROADS.
5. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY
12.VDOT
STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT
AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
6, ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS
13.A
VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE
INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE
APPROVED BY ENGINEER.
WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
7. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS.
RIVANNA WATER AND SEWER AUTHORITY GENERAL CONSTRUCTION NOTES
8. FOR SPECIFICS REGARDING SPECIALTY PAVING REFER TO DETAILS.
1.
ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND
9. ALL CURBING SHALL BE VDOT STANDARD CG -2, UNLESS OTHERWISE NOTED. ALL PARKING SPACES MARKED "HC" ARE
SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998,
TO BE DESIGNATED FOR HANDICAP PARKING VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18' AND
EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES.
ADJACENT TO A 5'X 18' PAINT -OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 11' X 18' AND ADJACENT TO 5'X 18'
2.
ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE (APPROVED BY RWSA PRIOR TO THE START OF
PAINT -OUT AISLE.
WORK. A PRECONSTRUCTION CONFERENCE WITH RWSA IS REQUIRED PRIOR TO THE START OF WORK.
10. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 4'.
3.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
11. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY
4.
RWSA ENGINEER (MICHELLE SIMPSON AT (434) 977-2970 EXT. 202) MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE
PARKING SPACES.
START OF CONSTRUCTION
12. PARKING TO BE 9'x 18'x 24' OR 10'x 18'x 20'. PARKING STALLS MAY BE REDUCED TO 16' WHERE A GRASS OVERHANG IS
POSSIBLE.
5.
ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE
WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON
13, PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AISLE WIDTH.
WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING.
14. LOADING SPACES TO BE 12'x 25' WITH A 24' MINIMUM AISLE WIDTH.
6.
FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL
DOGHOUSE MANHOLES MUST BE PRESSURE TESTED PRIOR TO CONNECTING TO THE SYSTEM.
15. ONE-WAY AISLES SHALL HAVE A MINIMUM WIDTH OF 12'.
7.
THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT
16. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION.
NECESSARILY COMPLETE OR CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION,
SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
17. DUMPSTER PADS TO BE 10'x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING, TOTAL DEPTH IS 18'.
THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE
DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR
18. DUMPSTER PADS TO BE A MINIMUM OF 4" STONE BASE AND 6" CONCRETE OF 4000 PSI AT 28 DAYS, OR STRONGER,
NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO
REINFORCED WITH A MINIMUM GRID OF #4 BARS AT 12" ON CENTER, OR STRONGER.
ADDITIONAL COST TO THE OWNER
19. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, WITH A 4" CONCRETE SURFACE (3000 PSI AT 28 DAYS, OR
8.
EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED
STRONGER), 4" 21-A STONE BASE, WITH UNDERDRAINS (UD -4, ETC.) PER VDOT STANDARDS.
OTHERWISE BY RWSA IN WRITING. NO GRADING OR FILLING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED
OTHERWISE BY RWSA IN WRITING.
20. ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL
REINFORCED CONCRETE PIPE SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. ALL HDPE PIPE SHALL BE ADS N-12 OR
9.
NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND APPROVAL OF
EQUAL W/VDOT STANDARD PB -1 BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40.
THE BLASTING PLAN FROM RWSA. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED.
DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO
21. ALL ROOF DRAINS, UNLESS OTHERWISED NOTED, ARE TO BE DIRECTED TO PROPOSED PAVED SURFACES SO THAT
ADDITIONAL COST TO THE OWNER.
RUN-OFF CAN BE DIRECTED TO STORMWATER QUALITY FEATURES PRIOR TO ENTRY INTO THE PROPOSED STORM
SEWERAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR TYING ALL ROOF LEADERS INTO A MEANS OF
10.IN
ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN
TRANSITION INTO THE SITE STORM SEWERAGE PROGRAM.
EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. BACKFILLING THE AREA OF
THE CROSSING WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE WILL BE REQUIRED.
22. ALL WATERLINE IS TO BE CLASS 52 D.I.P UNLESS OTHERWISE SPECIFIED. ALL WATER SERVICE LATERAL TO BE TYPE' K'
COPPER TUBING AS A MINIMUM.
11.NEW
WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO
23. ALL SANITARY SEWER LATERALS TO BE OF SCHEDULE 40 PVC AS A MINIMUM.
MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW
WATER MAINS WILL BE REQUIRED TO ELIMINATE ANY POSSIBLE CROSS -CONNECTION TO THE PUBLIC WATER SYSTEM
24. ELECTRIC, TELEPHONE AND OTHER CABLED UTILITIES SHALL BE BROUGHT TO THE SITE VIA A SINGLE TRENCH
12.
ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE.
WHENEVER POSSIBLE. ANY REQUIRED CONCRETE UTILITY PADS SHALL BE CONSTRUCTED BY THE CONTRACTOR, WHO
SHALL COORDINATE WITH UTILITY PROVIDERS TO ENSURE PROPER SIZE, NUMBER AND PLACEMENT OF ASSOCIATED
13.NO
PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS,
CONDUIT.
SITE-SPECIFIC NOTES:
1. THIS PROJECT LIES WITHIN THE WATERSHED OF THE BEAVER CREEK AND SOUTH FORK RIVANNA RESERVOIR
WATERSHEDS.
2. NONE OF THE SUBJECT PROPERTY LIES WITHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN (ZONE C).
FEMA MAP 510006 0203B.
3. THE EXISTING VEGETATION OF THE SUBJECT SITE IS PREDOMINANTLY MATURE HARDWOOD TREES.
4. S (EXCLUSIVE OF CURB) MINIMUM WIDE CONCRETE SIDEWALKS SHALL PROVIDE PEDESTRIAN ACCESS THROUGHOUT
THE SITE.
5. TRASH SHALL BE PLACED IN DUMPSTERS AND COLLECTED PRIVATELY.
6. ALL SIGNAGE / SITE IDENTIFICATION DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY
BY THE OWNER /
DEVELOPER.
7. EASEMENTS HAVE BEEN SHOWN AS PART OF THIS SITE PLAN BUT WILL BE RECORDED AT THE TIME OF FINAL SITE
PLAN APPROVAL.
8. THIS PROJECT WILL BE DEVELOPED IN SEVERAL PHASES.
9. CONTRACTOR SHALL IDENTIFY AND REMOVE ANY ABANDONED SEPTIC TANK AND DRAIN FIELDS.
RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC.
14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
STANDARDS AND SPECIFICATIONS:
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, DATED 2003.
8. SOIL SURVEY OF ALBEMARLE COUNTY, DEPARTMENT OF USDA; DATED 2003.
PROFFERS:
8.822 ACRES TO BE REZONED FROM NEIGHBORHOOD MODEL DISTRICT (NMD) TO NMD TO AMEND PROFFERS
IN ACCORD WITH THE GENERAL DEVELOPMENT PLAN ENTITLED "REZONING REQUEST FOR OAKLEIGH," PREPARED
BY EDWARDS DESIGNSTUDIO, PLLC, REVISED THROUGH FEBURARY 8, 2017
(THE "GENERAL DEVELOPMENT PLAN")
OAKLEIGH ALBEMARLE, LLC, A VIRGINIA LIMITED LIABILITY COMPANY, IS THE FEE SIMPLE OWNER (THE "OWNER") OF
TAX MAP 45, PARCEL 26A (THE "PROPERTY") WHICH IS THE SUBJECT OF THE ZONING MAP AMENDMENT APPLICATION
#ZMA 2016-00015 KNOWN AS "OAKLEIGH." THE APPLICANT FOR OAKLEIGH IS ALSO OAKLEIGH ALBEMARLE, LLC. THE
OAKLEIGH 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. THIS PROFFER STATEMENT SHALL
SUPERSEDE AND REPLACE IN ALL RESPECTS THE PROFFER STATEMENT APPROVED BY THE BOARD OF SUPERVISORS
IN CONNECTION WITH ZMA-2007-00004.
1. AFFORDABLE HOUSING.
A. 15% AFFORDABLE REQUIREMENT. THE OWNER SHALL PROVIDE AFFORDABLE DWELLING UNITS (AS
DEFINED HEREIN) EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL RESIDENTIAL DWELLING UNITS WITHIN THE
PROJECT THAT IS IN EXCESS OF THE NUMBER OF UNITS THAT WERE ALLOWED BY RIGHT UNDER THE ZONING THAT
WAS IN EXISTENCE PRIOR TO THE APPROVAL OF ZMA 2007-0004, AN EQUIVALENT CASH IN LIEU PAYMENT, OR A
COMBINATION THEREOF (THE "15% AFFORDABLE HOUSING REQUIREMENT"), AS MORE PARTICULARLY DESCRIBED IN
PARAGRAPHS 1B AND 1C BELOW. PRIOR TO THE APPROVAL OF ZMA 2007-00004, THE PROPERTY WAS ZONED R-6
RESIDENTIAL, AND THUS HAD BY -RIGHT DEVELOPMENT YIELD OF 52 DWELLING UNITS. THEREFORE, THE CASH
CONTRIBUTION FOR COMPLIANCE WITH THE 15% AFFORDABLE HOUSING REQUIREMENT SHALL BEGIN AFTER A
CERTIFICATE OF OCCUPANCY FOR THE 52ND DWELLING UNIT WITHIN THE PROJECT IS ISSUED AND PRIOR TO THE
OWNER OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE 53RD DWELLING UNIT WITHIN THE PROJECT.
B. CONSTRUCTION OF AFFORDABLE DWELLING UNITS. IF THERE ARE MORE THAN 52 DWELLING UNITS WITHIN
THE PROJECT SUCH THAT THE 15% AFFORDABLE HOUSING REQUIREMENT IS APPLICABLE, THE OWNER OR ITS
SUCCESSORS IN INTEREST RESERVES THE RIGHT TO MEET THE AFFORDABLE HOUSING OBJECTIVE THROUGH A
VARIETY OF HOUSING TYPES, INCLUDING BUT NOT LIMITED TO, FOR -SALE UNITS, RENTAL UNITS, AND ACCESSORY
UNITS ("AFFORDABLE DWELLING UNITS" OR "AFFORDABLE UNITS").
I. FOR -SALE AFFORDABLE DWELLING UNITS. ALL PURCHASERS OF THE FOR -SALE AFFORDABLE
DWELLING UNITS (AS DEFINED BELOW), SHALL BE APPROVED BY THE ALBEMARLE COUNTY HOUSING OFFICE OR ITS
DESIGNEE. "FOR -SALE AFFORDABLE DWELLING UNITS" SHALL BE DWELLING UNITS OFFERED FOR SALE AT PRICES
FOR WHICH HOUSEHOLDS WITH INCOMES LESS THAN EIGHTY PERCENT (80%) OF THE AREA MEDIAN INCOME MAY
QUALIFY, AND SHALL NOT EXCEED SIXTY-FIVE PERCENT (65%) OF VHDA'S MAXIMUM SALES PRICE FOR FIRST-TIME
HOMEBUYERS. THE OWNERS SHALL PROVIDE THE COUNTY OR ITS DESIGNEE A PERIOD OF ONE HUNDRED TWENTY
(120) DAYS TO IDENTIFY AND PREQUALIFY ELIGIBLE PURCHASER(S) OF FOR -SALE AFFORDABLE DWELLING UNITS. THE
ONE HUNDRED AND TWENTY (120) DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE OWNER THAT
THE UNIT(S) SHALL BE AVAILABLE FOR SALE. THIS NOTICE SHALL NOT BE GIVEN MORE THAN NINETY (90) DAYS PRIOR
TO RECEIPT OF THE CERTIFICATE OF OCCUPANCY FOR THE APPLICABLE FOR -SALE AFFORDABLE DWELLING UNITS;
THE COUNTY OR ITS DESIGNEE MAY THEN HAVE THIRTY (30) DAYS WITHIN WHICH TO PROVIDE QUALIFIED
PURCHASER(S) FOR SUCH FOR -SALE AFFORDABLE HOUSING UNITS. IF THE COUNTY OR ITS DESIGNEE DOES NOT
PROVIDE QUALIFIED PURCHASER(S) DURING THE ONE HUNDRED TWENTY (120) DAY PERIOD, THE OWNER SHALL HAVE
THE RIGHT TO SELL THE UNIT(S) WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S).
II. FOR -RENT AFFORDABLE DWELLING UNITS.
(1) RENTAL RATES. THE INITIAL NET RENT FOR EACH RENTAL HOUSING UNIT FOR WHICH OWNER SEEKS
QUALIFICATION FOR THE PURPOSES OF THIS PROFFER 1, ("FOR -RENT AFFORDABLE DWELLING UNIT") SHALL
NOT EXCEED THE THEN -CURRENT AND APPLICABLE MAXIMUM NET RENT RATE APPROVED BY THE ALBEMARLE
COUNTY HOUSING OFFICE. IN EACH SUBSEQUENT CALENDAR YEAR, THE MONTHLY NET RENT FOR EACH
FOR -RENT AFFORDABLE DWELLING UNIT MAY BE INCREASED UP TO THREE PERCENT (3%). FOR PURPOSES OF
THIS PROFFER 1B, THE TERM "NET RENT" MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES.
THE REQUIREMENT THAT THE RENTS FOR SUCH FOR -RENT AFFORDABLE DWELLING UNITS MAY NOT EXCEED
THE MAXIMUM RENTS ESTABLISHED IN THIS PARAGRAPH 1B 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 DWELLING UNIT, OR UNTIL THE UNITS ARE SOLD AS LOW OR MODERATE COST UNITS QUALIFYING
AS SUCH UNDER EITHER THE VIRGINIA HOUSING DEVELOPMENT AUTHORITY, FARMERS HOME
ADMINISTRATION, OR HOUSING AND URBAN DEVELOPMENT, SECTION 8, WHICHEVER COMES FIRST (THE
"AFFORDABLE TERM").
(2) CONVEYANCE OF INTEREST. ALL DEEDS CONVEYING ANY INTEREST IN THE FOR -RENT AFFORDABLE
DWELLING UNITS DURING THE AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IS
SUBJECT TO THE TERMS OF PARAGRAPH 1 B. IN ADDITION, ALL CONTRACTS PERTAINING TO A CONVEYANCE OF
ANY FOR -RENT 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 1B. AT LEAST THIRTY (30) DAYS PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -RENT
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)(2) HAVE BEEN
SATISFIED.
(3) REPORTING RENTAL RATES. DURING THE AFFORDABLE TERM, WITHIN THIRTY (30) DAYS OF EACH RENTAL OR
LEASE TERM FOR EACH FOR -RENT AFFORDABLE DWELLING 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. CASH PROFFER FOR AFFORDABLE HOUSING REQUIREMENT. IF THERE ARE MORE THAN 52 DWELLING UNITS
WITHIN THE PROJECT SUCH THAT THE 15% AFFORDABLE HOUSING REQUIREMENT IS APPLICABLE, THEN THE OWNER
MAY ELECT TO MAKE A CASH CONTRIBUTION TO ALBEMARLE COUNTY FOR ALL OR A PORTION OF THE 15%
AFFORDABLE HOUSING REQUIREMENT IN THE AMOUNT OF TWENTY-THREE THOUSAND, EIGHT HUNDRED AND FIVE
DOLLARS AND 30/CENTS ($23,805.30) FOR EACH SUCH UNIT(S) (THE"AFFORDABLE HOUSING CASH PROFFER") IN LIEU
OF CONSTRUCTING AFFORDABLE DWELLING UNITS AS DETAILED IN PARAGRAPH 1B. ANY UNIT FOR WHICH THE
AFFORDABLE HOUSING CASH PROFFER IS CONTRIBUTED AS PROVIDED HEREIN SHALL COUNT AS AN AFFORDABLE
DWELLING UNIT FOR PURPOSES OF THIS PARAGRAPH 1 AND 2 BELOW.
2. CASH PROFFER.
A. THE OWNER SHALL CONTRIBUTE CASH TO THE COUNTY IIN THE FOLLOWING AMOUNTS FOR EACH DWELLING
UNIT CONSTRUCTED WITHIN THE PROPERTY THAT IS NOT AN AFFORDABLE DWELLING UNIT (A "MARKET RATE UNIT"),
AND THAT IS IN EXCESS OF THE NUMBER OF UNITS THAT WERE ALLOWED BY RIGHT UNDER THE ZONING THAT WAS IN
EXISTENCE PRIOR TO THE APPROVAL OF ZMA 2007-0004. PRIOR TO THE APPROVAL OF ZMA 2007-00004, THE
PROPERTY WAS ZONED R-6 RESIDENTIAL, AND THUS HAD BY -RIGHT DEVELOPMENT YIELD OF 52 DWELLING UNITS.
THEREFORE, THE CASH CONTRIBUTION FOR MARKET RATE UNITS SHALL BEGIN AFTER A CERTIFICATE OF
OCCUPANCY FOR THE 52ND DWELLING UNIT WITHIN THE PROJECT IS ISSUED AND PRIOR TO THE OWNER OBTAINING
A CERTIFICATE OF OCCUPANCY FOR THE 53RD DWELLING UNIT WITHIN THE PROJECT. 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 IN THE FOLLOWING
AMOUNTS:
(1). SEVEN THOUSAND THREE HUNDRED AND THIRTY-THREE AND 18/100S DOLLARS ($7,333.18) FOR EACH
SINGLE-FAMILY DETACHED DWELLING UNIT THAT IS NOT AN AFFORDABLE DWELLING UNIT.
(II). FIVE THOUSAND FOUR HUNDRED AND FORTY-SEVEN AND 571100S DOLLARS ($5,447.57) FOR EACH SINGLE
FAMILY ATTACHED DWELLING UNIT THAT IS NOT AN AFFORDABLE DWELLING UNIT.
(III). SEVEN THOUSAND FOUR HUNDRED AND NINETEEN AND 91/100S DOLLARS ($7,419.91) FOR EACH MULTIFAMILY
DWELLING UNIT THAT 1S NOT AN AFFORDABLE DWELLING UNIT.
(IV). ZERO DOLLARS ($0.00) FOR EACH AFFORDABLE DWELLING UNIT.
B. ANNUAL ADJUSTMENT OF CASH PROFFERS. BEGINNING JANUARY 1 OF EACH YEAR FOLLOWING THE
APPROVAL OF THIS REZONING, 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 & SWIFT 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 DECEMIBER 1 IN THE PROCEEDING CALENDAR YEAR, AND
THE DENOMINATOR OF WHICH SHALL BE THE INDEX AS OF DECEMBER 1 IN THE YEAR PRECEDING THE CALENDAR
YEAR MOST RECENTLY ENDED (THE "ANNUAL PERCENTAGE CHANGE").
3. TREE PRESERVATION.
A. IF THE PROJECT IS TO BE DEVELOPED AS PER SCENARIO A OF THE APPLICATION PLAN, AS PART OF THE FINAL
SITE PLAN FOR THE PROJECT, THE OWNER WILL SUBMIT A TREE PRESERVATION PLAN (THE "SCENARIO A TREE PLAN")
FOR THIRTEEN (13) TREES WITHIN THE PROJECT, AS SHOWN ON THE APPLICATION PLAN, WHICH SPECIFIES TREE
PROTECTION METHODS AND PROCEDURES, INCLUDING FERTILIZING, TREE PROTECTION FENCING, MULCHING, AND
SITE CONSTRUCTION ACTIVITIES WHICH SHALL BE COMPLIED WITH DURING AND AFTER DEVELOPMENT OF THE
PROJECT. PRIOR TO THE FINAL SITE PLAN APPROVAL, THE OWNER SHALL SUBMIT A BOND OR OTHER FORM OF
SURETY IN THE TOTAL AMOUNT OF THIRTEEN THOUSAND DOLLARS AND NO/CENTS ($13,000.00). THE BOND OR
SURETY SHALL BE SUBMITTED TO GUARANTY THE REPLACEMENT OF THOSE TREES WHICH ARE NUMBERED 1, 1A, 2, 3,
4,4A, 5, 7, 8, 9, 30, 31, AND 32 ON THE APPLICATION PLAN (THE "SCENARIO A BONDED TREES") IN THE EVENT THAT ANY
OF THE SCENARIO A BONDED TREES DIE WITHIN A PERIOD OF FIVE (5) YEARS AFTER ISSUANCE OF THE LAST
CERTIFICATE OF OCCUPANCY WITHIN THE PROJECT. THE BOND OR OTHER SURETY SHALL BE IN A FORM
ACCEPTABLE TO THE COUNTY ATTORNEY.
B. IF THE PROJECT IS TO BE DEVELOPED AS PER SCENARIO B OF THE APPLICATION PLAN, THE OWNER WILL
SUBMIT AS PART OF THE CODE OF DEVELOPMENT FOR OAKLEIGH FARM A TREE PROTECTION PLAN (THE "SCENARIO B
TREE PLAN") FOR THIRTY-NINE (39) TREES WITHIN THE PROJECT, AS SHOWN ON THE APPLICATION PLAN, WHICH
SPECIFIES TREE PROTECTION METHODS AND PROCEDURES, INCLUDING FERTILIZING, TREE PROTECTION FENCING
AND MULCHING WHICH SHALL BE COMPLIED WITH DURING AND RAFTER DEVELOPMENT OF THE PROJECT. PRIOR TO
THE FINAL SITE PLAN APPROVAL, THE OWNER SHALL SUBMIT A BOND OR OTHER FORM OF SURETY IN THE TOTAL
AMOUNT OF TWENTY-NINE THOUSAND DOLLARS ($29,000). THE (BOND OR SURETY SHALL BE SUBMITTED TO
GUARANTY THE REPLACEMENT OF THOSE TREES WHICH ARE NUMBERED 1, 1A, 2, 3, 4, 4A, 5, 6, 7, 8, 9, 10, 14, 16, 17, 19,
20, 21, 22, 24, 25, 27A, 30, 31, 32, 35, 38, 38A, AND 44D ON THE APPLICATION PLAN (THE "SCENARIO B BONDED TREES") IN
THE EVENT THAT ANY OF THE SCENARIO B BONDED TREES DIE WITHIN A PERIOD OF FIVE (5) YEARS AFTER ISSUANCE
OF THE LAST RESIDENTIAL CERTIFICATE OF OCCUPANCY WITHIN THE PROJECT. THE BOND OR OTHER SURETY SHALL
BE IN A FORM ACCEPTABLE TO THE COUNTY ENGINEER AND THE COUNTY ATTORNEY.
4. PEDESTRIAN EASEMENT. THE DECLARATION OF COVENANTS AND RESTRICTIONS FOR THE PROJECT SHALL
CONTAIN A PROVISION WHICH GRANTS A PUBLIC RIGHT OF PEDESTRIAN ACCESS OVER ALL SIDEWALKS WITHIN THE
PROJECT. THIS RIGHT SHALL BE IN PERPETUITY AND THE DECLARATION SHALL NAME THE COUNTY OF ALBEMARLE,
VIRGINIA AS A THIRD -PARTY BENEFICIARY WITH THE EXPRESS RIGHT TO ENFORCE THE PROVISIONS OF SUCH PUBLIC
RIGHT OF ACCESS.
PROFFERS:
5. EROSION AND SEDIMENT CONTROL. THE OWNER SHALL, TO THE MAXIMUM EXTENT PRACTICABLE AS
DETERMINED BY THE COUNTY'S PROGRAM AUTHORITY, PROVIDE ADDITIONAL EROSION AND SEDIMENT CONTROLS
TO ACHIEVE A SEDIMENT REMOVAL RATE OF EIGHTY PERCENT (80%) FOR THE PROPERTY. (AS A REFERENCE,
CURRENT REGULATORY STRUCTURAL MEASURES ACHIEVE A 60% OPTIMAL REMOVAL RATE.)
PROJECT DATA:
DEVELOPER: OAKLEIGH ALBEMARLE LLC, 690 BERKMAR CIRCLE, C'VILLE, VA 22901 (T) 434-978-1766, (F)
434-978-0118; CONTACT: GEORGE RAY, JR.
PROPERTY OWNER: SAME AS ABOVE
TAX MAP /PARCEL #: 45-26A
PROPERTY SIZE: 8.822 ACRES
MAGISTERIAL DISTRICT: RIO
CURRENT ZONING: NMD, ENTRANCE CORRIDOR OVERLAY (ZMA# 2007-04)
ZONING APPROVAL: ZMA-201600015, APPROVED BY BOS ON 2/8/2017
COMPREHENSIVE PLAN: URBAN DENSITY RESIDENTIAL (6.01-34 DU/AC)
URBAN MIXED USE (in Centers), NEIGHBORHOOD 1 (Places 29)
DENSITY (OVERALL GROSS): 12.36 DU/AC
DRINKING WATER WATERSHED: SOUTH FORK RIVANNA
PROFFERS: SEE THIS SHEET
WAIVER/ VARIANCE REQUESTS: PARKING WAVIER RECEIVED DURING ZMA (07-04) REVIEW
SURVEY SOURCES: PHYSICAL, TOPOGRAPHIC & BOUNDARY: ROBERT LUM, DATED 5/30/03. ADDITIONAL
SURVEY WORK PROVIDED BY THOMAS B. LINCOLN LAND SURVEYORS, DATED 5/31/07 &
11/15/07.
DATUM:
NAVD 83 (STATE PLANE)
BENCHMARK:
TOP OF FIRE HYDRANT; ELEVATION = 566.50
BREAKDOWN:
BUILDINGS: 79,924 1.83
21%
ROADSISIi3EUYALKS, _.
E
PAVED PARKINGIROADS; 121,505 2.79
32°10
_ _.
SIDEWALKS; 23,210 0.53
6%
.PERVIOUS AREA}OPEN SPACE: 159,647 3.67
42%
__
TOTAL SITE ACREAGE. 384,286 8.822 :
-_
140%
NOTES,
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1. The rni required n . r d pen space is 20,0 (per Section 20A.9.a.1).
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2. PeNous areatOpen Space includes land within #ROW and can any indiudual
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3. Common open space excludes land within ROW and on individual lots.
_
4. Lots include only those indMdual lets and noticing more,
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RECREATIONAL AREA: SEE CODE OF DEVELOPMENT
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WATER & SEWER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY- JURISDICTIONAL AREA
Edwards designStudio, PLLC
Landscape Architecture and Site
Planning
4936 Old Boonsboro Road
Lynchburg, VA 24503
teiel 434.531.7507
el Steve@edwardsdesignstudio.com
www.edwardsdesignstudiio.com
ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
tele) 434.531.5544
el alan@alanfranklinpe.com
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Tax Map & Parcel -Owner I D�B. - PG. 1. THE PROPERTY LIES WITHIN FLOOD ZONE C AS - - __ � ... - ...... .. .............. I .......... .. - - - -
I ___ � ___ - � __ - - - -----_------ _.- - '_,.,...,..._ ........... .......................... �_ ..............
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1. PHYSICAL, TOPOGRAPHIC & BOUNDARY: __.- o - . - . -_ -_ Good -_ -age Poor Dead ..- =� Poor Dead � .� __�� GoodjA�Ierager Poor Dead -_
. I - __ .. _.- It- - ......... - � - �
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- . �.....,, ___�_ Go d I Average Poor I Dead -.--.. JA�erage PoorlDead . .......,_...- � Good Avei ,� ............. e__ Good I Average � I _j _____ - Good Average Poor Dead - ���._
.... 111---- _ ___ _ ��� � - - -------------------------- �. _1 - - ---- __�
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ROBERT LUM, DATED 5/30/03. 61M-12-lAl .. .. ... ... ................... ... ... .. " 'Anthony or Mary K. Valente . 1613A4T SHOWN ON THE FIRM MAP PANEL NO: � - .. - _�� ;;�� m� I - -
.
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� I - - I � I - I - I - 2 1 1 - 1 American Hotly 12" X 8 White Oak 36" X 13 White Oak 20" X X ! 24B Holly 81, X I X 338 Dogwood 8" X X 39 White Oak 48- X X
.
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-61M-12-lA2 KOM, LLC � 3049-506 5100060230B. - I ___ - I- I ---.
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- I I I - - I � 11 - I 1A Red Oak 14" X 9 White Oak 36" X - - 14 White Oak 36" X X 25 White Oak 33" 1 X X 33C Red Oak 12" X X 39A Holly 81 X I X
� . X 1
2. ADDITIONAL SURVEY WORK PROVIDED BY 6IM- 12-1A3 - ' _MTB Investments, LLC 1 3072-660. 2 Red Oak 20" 24" 15I, � 181,
. 11 I I I X 10 Red Oak X 14A Black Gum X X 26 White Oak 39' X X 34 Red Oak 24" X X 40 Cherry X X
� 11 � 2. THIS PROPERTY DOES NOT HAVE ANY I __ I � t �_ 101, - - ___
� 101,
THOMAS B. LINCOLN LAND SURVEYORS, DATED 61M-12-lA4 -DEMREP, LLC . 1743-35T Walnut X
.
� I I I . � 2A Walnut 12" X X 10A Red Oak 20" X X 15 White Oak 30" X I X 27 White Oak 36I' X X � 34A Cedar X I X 40A X
�
5/31/07 & 11/15/07. DATUM: NAVD 83 (STATE . I I'll � I-- � I � -1 CRITICAL SLOPES. I -_
� I I X I . X I
61_M_U-1A5 ,Stephen W. or Joan B. Hackett -Scott 1 1606-439, 3 Walnut 18' 1 1 10B White Oak 40" 1 1 X X 16 White Oak 36" X --::, X 27A Hemlock 12" X . 34B Cedar 8" X I X 41 Red Oak 27" X X
PLANE); BENCHMARK: TOP OF FIRE HYDRANT; -11 --- I � -1-1 � I - I 11 . ____ - I __ - _ I - - � --- 1-1 I I � __ � - __ � X I
�
61M -12-1A6 ,DEMREP, LLC 1726-211. 4 White Oak 181, X. X 10C White Oak 20" X 17 White Oak 42' Xr 28 White Oak 18" X X 35 Red Oak 20" erry
ELEVATION = 566.50 1 � � I - - ''I . 3. DATUM: STATE PLANE COORDINATE 1983 � .- X _____________________ -_ ____ --- - __ __ - __T_ ____ ____ _ I - -_ --- �_ -_ __ -_
__ I I I I I 1 81i Xr
- -
- -
� Lawrence L. or Priscilla Critzer I Wh_� ,5i--___ ___-��- _____ - X I � � X 29 White Oak, 30" _X __T5)k,_J��di5a __71T_ 43 Cherry 24" X X
1 1521-280 � -_ - ___T�F_ __;�______F_ _ -_ --TOO tT k X 17A Hemlock X X
61 M -i3-1 F1 � I � BENCHMARK: TOP OF FHA ELEV. 566.50 4A 5edW __ - - � ___ ��
- - __ I - " 44 Red Oak
� 1 46 Cedar 15" X X 10E White Oak 42" X I X 18 Red Oak 36" X X 30 White Oak 36" X 35B Holly 6 X X X ,
-1 3-1 F2 -295' _ I ,- � 28' X
3. CURVE DATA: 61M Russell U. , Jr., o I r ,,Jeanne C. Miller I 11 111533111 50�1 1 15.1 1
� �, 11 � __ I I 4C Cedar i 0,� X l 151, X X I 19 White Oak X 31 White Oak 36" X 35C lHolly 8" X X A Cedar X X
I X
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C 1 = (R) 2648.37' (D) 4-32'1 4" (T) 104.92' (L) 209.72- t61M-_1__3-1F3 Kenneth L, Dams . 2662A99 .
1 81, � 1 61 X
I I I ' 11 I 1 5 Red Oak 33" X I 1 Red Oak 2411 1 X I X 20 White Oak 24" X X 31A Hotly I X 3 101, X X 1 44B Red Oak �X I
�
.
. ______ I ____ � --------- " ___ ___ ___
.
. X I X I
61M -13-1F4 Daniel and Graham Spencer, LTD � 1528-241 SOIL DATA 181, 81, 12" X - -+_
I I - � ,- 1-1 � � - � I I I - � I : I � 5A Red Oak 15" X X 11A Red Oak X 21 White Oak 27" X X 32 White Oak : 36 Walnut 27" X I X I 1
4. LEGEND: � � - - I
11 "
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BG = BLACK GUM CHR = CHERRY 61M -.13-_1F5 � Russell L. , Jr. or Jeanne C. Miller 1902-485. 6 Red Oak 28" X X 116 Red Oak 181, X X 21A Oak NA X X 32A White Oak 6" X X 36A Cherry 8 X X iii Virginia Pine 151, X X 'I
I .
-1 - - - I - � - -1 � I I - I 11 i 27B ELIOAK LOAM, 2 TO 7 PERCENT SLOPES - - X_ ____X - 61� _�`� - .11
I . 151, 32B Hemicck X X X
61M-13-2Fl 'Joel M. Schectman or Lisa Draine 3282-303. 6A Holly 151, X X 11C Virginia Pine X 22 White Oak 30" X X 11 37 Locust -18" Cedar 20" X
HEM = HEMLOCK LOC = LOCUST -111 � I � - - 11 I I I - � � 11 I . 65B PACOLET SANDY LOAM, 2 TO 7 PERCENT SLOPES -_ - I - _____ - - , - - - - --- - ____ - -
I
61M-13�21`2 Montie A. or June M, Pritchett 2460-121 � 65C PACOLET SANDY LOAM, 7 TO 15 PERCENT SLOPES I 10" X I X 11D Virgin
RO = RED OAK RM = RED MAPLE I � � [Red Oak - -
I
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_Dhanvant H. or De\fyanj D. Goradia 1 1901-391, 94C WEDOWEE SANDY LOAM, 7 TO 15 PERCENT SLO - - 7_ '
.
-
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TOTAL
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80% (NET To CROSS)
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SPACES REQUIRED (1/200 NSA')
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UNIT TYPE
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UNIT TYPE # OF UNITSUIRED' PROVIDED
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COMMERCIAL PARKING CALCULATIONS:
PER BUILDINGS A& B
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860 SF
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COMMERCIAL AREA
9,720 GSF
..MINUS PERIMETER WALL
720 GSF
MINUS PERIMETER WALL
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ADJUSTED GSF
I3g68t? GSF
ADJUSTED GSF
s
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10,944 NSF
80% (NET TO GROSS)
7,419 NSF
SPACES REQUIRED (1/200 NSA')
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SPACES REQUIRED (11200 NSF)
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;UNIT TYPE # OF UNITS REQUIRED' PROVIDED
TOWNHOMES
1 -CAR GARAGE (2.25 PER UNIT) 6 115 17
ASSISTED LIVING �
132 BEDS (3 SPACES PER -BED) 120 44 44
STAFF 50
'ADDITIONAL PARKING - - 6
TOTAL 126 57.5 117
GRAND TOTAL 142 237 241 '
1- Guest Spaces are not required for units when parking is grouped together (i.e. Parking Lot condition).
2. Apartment parking to be accommodated in commercial lot as "SHARED PARKING-" (1) space for each
residential unit in .Blocks 1 & 2 will be reserved and sinned permanently "FOR. RESIDENTIAL USE ONLY."
3. See commercial parking calculations on this page for details.
4. Based on the approved Rezoning (ZMMA- 2007-04 & ZMA 201600015) a Parking Waiver was granted. This
parking waiver allows for a reduction of 41 spaces.
5. The site has 6 townhomes with 1 -car garages
6. The proposed assisted living building assumes 120 bedroom apartments. Equivilent to 132 beds (1 space
per 3 beds). Additional apartment and/or beefs are permitted provided the minimum parking is provided,
Provided spaces also include the assumption of the need for an additional 5060 spaces to accomodate both
'staff and visitors.
7. Parking shall be shared between all blocks within the development and with any offsite Shared parking
agreements.
TOTAL 857 94 711 487 453
RESTRICTIONS/REQUIREMENTS ASSOCIATED WITH THE STANDARDS ABOVE:
1. Based on Institue of Transportation Engineers (ITE Manual), Trip Generation, 7th Ed.
2. Based on the Maximum GSF of Non -Residential Units found in the Block Summary on Sheet 4 in the Application Set
(ZM/- 201600015) -
SITE PHASING SEQUENCE:
1. THIS PHASING PLAN WAS PREPARED TO CONVEY THAT OAKLEIGH IS NOT INTENDED TO DEVELOP ALL AT ONCE, BUT
RATHER IN PHASES. THE ALPHABETICAL NUMBERING INDICATED (REGARDLESS OF PHASE ARE NEITHER INTENDED
TO CREATE A REQUIREMENT THAT THE PROPERTY DEVELOP SEQUENTIALLY AS NUMBERED, NOR TO SUGGEST
THAT ALL OF THE LOTS OR UNITS IN A PARTICULAR PHASE SHALL BE COMPLtTED PRIOR TO COMMENSING A
SUBSEQUENT PHASE. THE IDENTIFICATION OF PHASES IS ALSO INTENDED TO ENABLE THE DEVELOPER TO BOND
ONLY THOSE PORTIONS OF OAKLEIGH THAT ARE TO BE UNDER CONSTRUCTION AT ANY GIVEN TIME, AND TO PERMIT
INCREMENTAL RELEASE OF BONDS AS PHASES ARE COMPLETED.
2. BELOW REPRESENTS THE SITE'S PROPOSED OVERALL PHASING. THE FIRST PHASE TO BE DEVELOPED SHALL BE
PHASE I (AS SHOWN). ALL OTHER PHASES CAN BE BUILT IN NO PARTICULAR ORDER.
3. THERE WILL BE NO MORE THAN OF FIVE �5) BUILDING PHASES. BUILDING PHASES MAY BE BROKEN DOWN
INTO SUB -PHASES AT ANY TIME AND AT HE OWNER'S DISCRETION.
4. ANY GAZEBO OR PAVILION MAY BE ADDED OR MOVED TO A DIFFERENT PHASE AT THE OWNER'S DISCRETION.
5. THE OWNER SHALL MAINTAIN A RUNNING TALLY OF WHICH LOTS/UNITS QUALIFY AS "AFFORDABLE" IN ACCORDANCE
WITH THE APPROVED PROFFERS. SEE SHEET 2 FOR THE APPROVED PROFFERS" THIS TALLY SHALL BE SUBMITTED
TO THE COUNTY AT THE BEGINNING OF EACH NEW PHASE OR BUILDING PERMIT REQUEST.
RKMAR C ROSS I N G - -
RESTRIPE THESE AREAS TO------------ --_
--' BLEND NEW WORK INTO EXISTING
PARKING ---
LOT / PARKING I BUILDING REGUI.
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TOTAL 857 94 711 487 453
RESTRICTIONS/REQUIREMENTS ASSOCIATED WITH THE STANDARDS ABOVE:
1. Based on Institue of Transportation Engineers (ITE Manual), Trip Generation, 7th Ed.
2. Based on the Maximum GSF of Non -Residential Units found in the Block Summary on Sheet 4 in the Application Set
(ZM/- 201600015) -
SITE PHASING SEQUENCE:
1. THIS PHASING PLAN WAS PREPARED TO CONVEY THAT OAKLEIGH IS NOT INTENDED TO DEVELOP ALL AT ONCE, BUT
RATHER IN PHASES. THE ALPHABETICAL NUMBERING INDICATED (REGARDLESS OF PHASE ARE NEITHER INTENDED
TO CREATE A REQUIREMENT THAT THE PROPERTY DEVELOP SEQUENTIALLY AS NUMBERED, NOR TO SUGGEST
THAT ALL OF THE LOTS OR UNITS IN A PARTICULAR PHASE SHALL BE COMPLtTED PRIOR TO COMMENSING A
SUBSEQUENT PHASE. THE IDENTIFICATION OF PHASES IS ALSO INTENDED TO ENABLE THE DEVELOPER TO BOND
ONLY THOSE PORTIONS OF OAKLEIGH THAT ARE TO BE UNDER CONSTRUCTION AT ANY GIVEN TIME, AND TO PERMIT
INCREMENTAL RELEASE OF BONDS AS PHASES ARE COMPLETED.
2. BELOW REPRESENTS THE SITE'S PROPOSED OVERALL PHASING. THE FIRST PHASE TO BE DEVELOPED SHALL BE
PHASE I (AS SHOWN). ALL OTHER PHASES CAN BE BUILT IN NO PARTICULAR ORDER.
3. THERE WILL BE NO MORE THAN OF FIVE �5) BUILDING PHASES. BUILDING PHASES MAY BE BROKEN DOWN
INTO SUB -PHASES AT ANY TIME AND AT HE OWNER'S DISCRETION.
4. ANY GAZEBO OR PAVILION MAY BE ADDED OR MOVED TO A DIFFERENT PHASE AT THE OWNER'S DISCRETION.
5. THE OWNER SHALL MAINTAIN A RUNNING TALLY OF WHICH LOTS/UNITS QUALIFY AS "AFFORDABLE" IN ACCORDANCE
WITH THE APPROVED PROFFERS. SEE SHEET 2 FOR THE APPROVED PROFFERS" THIS TALLY SHALL BE SUBMITTED
TO THE COUNTY AT THE BEGINNING OF EACH NEW PHASE OR BUILDING PERMIT REQUEST.
RKMAR C ROSS I N G - -
RESTRIPE THESE AREAS TO------------ --_
--' BLEND NEW WORK INTO EXISTING
PARKING ---
LOT / PARKING I BUILDING REGUI.
Io
RESTRICTIONS/REQUIREMENTSINOTES ASSOCIATED WITH THE STANDARDS ABOVE:
1- Regulations established above are based upon an Assisted Living Facility development in general accord with
ZMA-20.1600015 "Scenario A" Concept.
2. Refer to the Cade of Development in ZMA-201600015 for details on the Permitted Uses,
3. Interior lot lines will have a 0' setback along streets, reads, access easements or lot lines..
4. A 4' setback shall be enforced from any interior access easement.
5. Attached units with common walls will have a 0' Side Building Setback. Side Building Setbacks apply to exterior end units.
6. Curb and guter may fall into all parking setbacks.
7. All roads are private with public access easements as shown over them.
8. Architectural features and overhangs may encroach into Building Setbacks up to (4'') feet.
9, Parking Setbacks shown are only for parking lots with (5) or more spaces.
10. Subterrain parking shall not be considered a building story.
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RESTRICTIONS/REQUIREMENTSINOTES ASSOCIATED WITH THE STANDARDS ABOVE:
1- Regulations established above are based upon an Assisted Living Facility development in general accord with
ZMA-20.1600015 "Scenario A" Concept.
2. Refer to the Cade of Development in ZMA-201600015 for details on the Permitted Uses,
3. Interior lot lines will have a 0' setback along streets, reads, access easements or lot lines..
4. A 4' setback shall be enforced from any interior access easement.
5. Attached units with common walls will have a 0' Side Building Setback. Side Building Setbacks apply to exterior end units.
6. Curb and guter may fall into all parking setbacks.
7. All roads are private with public access easements as shown over them.
8. Architectural features and overhangs may encroach into Building Setbacks up to (4'') feet.
9, Parking Setbacks shown are only for parking lots with (5) or more spaces.
10. Subterrain parking shall not be considered a building story.
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.01 NO CONTRACTOR SHALL FOLLOW ALL THE RECOMMENDATIONS OF \\i;,
E ARBORIST TO ENSURE THE SURVIVAL OF THE TREES BEING �\
PRESERVED. CONTRACTOR WILL BE HELD ACCOUNTABLE FOR ANY
0 15' 30' 60, 120'
TREE DAMAGE RESULTING FROM THEIR, OR THEIR SUB -CONTRACTOR'S
ACTIONS. CONTRACTOR SHALL BE SUBJECT TO FINES FOR DAMAGES
(1p
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4�1 5PECIF,IC A CONTRACTOR TO
CK€CK W/ IN E R PRIOR TO
i/iLLATIO I
INStA N 0 TIN MAYBE
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APPROXIMATE LIMITS OF
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DRAINAGE\
TW555.00
EAS ENT
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AS OUTLINED IN THESE PLANS. ALL DAMAGES WILL BE DETERMINED
BY ARBORIST. SEE SHEET 6, CONSERVATION PLAN, FOR ADDITIONAL A o 61
"INFORMATION.
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NOTE:
FOR ADDITIONAL DETAIL AND
INFORMATION REGARDING THE
PROTECTION METHODS OF THE EXISTING
TREES SEE SHEET 6, TITLED
CONSERVATION PLAN .
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NOTE; CONTRACTOR SHALL FOLLOW ALL THE •, � ' ', ,, l t,
RECOMMENDATIONS OF THE ARBORIST TO `: ,•t \'+
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- ENSURE THE SURVIVAL OF THE TREES BEING ��\\�
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YE
ACCOUNTABLE FOR AN DAMAGE
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J ' I APPROXIMATE LIMITS
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OF TREE SAVED BE DETER INED BY ORIST . SEE SHEET 6, - - ..-----r'� j `It
AREAS' TY -P.
CONSERVA ION N, FOR ADDITIO
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INFORMATIO
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CONSERVATION PLAN CHECKLIST:
(HANDBOOK, PP 111-284 -111-297 FOR COMPLETE SPECIFICATIONS)
1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: J
TREES TO BE SAVED;
LIMITS OF CLEARING (OUTSIDED DRIP LINE OF TREES TO BE SAVED LOCATIONS AND TYPE OF
PROTECTIVE
REENCH NG OR TUNNY IL NG BEYOND THE LLIIEMITSI OF CLEARING;LLS R WALLS; PROPOSED
2. MARKINGS:
ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARLY
VISIBLE TO EQUIPMENT OPERATORS. NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS
BEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR.
3. PRE -CONSTRUCTION CONFERENCE:
TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR
ON SITE.
4. EQUIPMENT OPERATION AND STORAGE:
HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS
INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED.
5. SOIL EROSION AND STORMWATER DETENTION DEVICES:
SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED.
6. FIRES: t
FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED.
7. TOXIC MATERIALS: <
TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE
SAVED.
8. PROTECTIVE FENCING:
TREES TO BE SAVED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE
PROTECTED BY FENCING. FENCING SHALL BE INSPECTED AND APPROVED BY A COUNTY
INSPECTOR PRIOR TO GRADING OR CONSTRUCTION.
9. TREE WELLS:
WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED. A
TREE
WELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITED FOR APPROVAL.
10. TREE WALLS:
WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE OF A TREE TO BE SAVED. A
TREE WELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL.
11. TRENCHING AND TUNNELING:
WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING IT SHALL BE DONE AS FAR AWAY
FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE
CONSIDERED THE PREFERRED ALTERNATIVE WHEN IT IS ANTICIPATED THAT TRENCHING WOULD
SIGNIFICANTLY DAMAGE FEEDER ROOTS.
12. CLEANUP:
PROTECTIVE FENCING SHALL BE THE LAST ITEM REMOVED DURING THE FINAL CLEANUP.
13. DAMAGED TREES:
DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER
METHODS RECOMMENDED BY AN ARBORIST.
NOTE: IT IS THE DEVELOPERS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE
CONSERVATION REQUIREMENTS.
2/6/2017
OWNER'S SIGNATURE
DATE
CONTRACT PURCHASER SIGNATURE DATE
KEY:
TREE PROTECTION FENCING- SEE DETAIL BELOW
—TP—TP—TP—
TREE
P TP TPTREE TRUNK ARMORING- SEE DETAIL BELOW
TA
10' 10'
TYP. TOP RAIL CONNECTION
AS SHOWN; 20'0.C. RAIL
9 GA. TIE END
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BALL POST CAP PIPE SPACIN
POST BAND
DRAW BAR (1/4" X 3/4")
2 1/2" ODTERMINAL POST
AT ALL CORNERS AND
INTERSECTIONS
2"X2"X9" GA. FABRIC
KNUCKLED TOP & BOTTOM
3/8" TRUSS ROD AT ALL
CORNERS AND INTERSECTIONS
WITH TURNBUCKLE
�Xx<; r, iq r OPTIONAL:
2 O.D. LINE N*1 ,!� 7 GA. BOTTOM TENSION WIRE
POST; TYP. ,; ,!� ;;° a OR 1 5/8" PIPE; SECURE FABRIC
ws
,wr%.�,r TO PIPE WITH 9 GA. TIE WIRE EV.
FRONT ELEVATION TYP. LINE POST TYP. CORNER POST 24" O.C.
FOOTING FOOTING
A TEMPORARY CHAIN-LINK FENCE
20 ELEVATION, PERSPECTIVE
2"X2"X9" GA. FABRIC CHAIN-LINK FENCING
?" O.D. LINE POST SLEEVED IN 2 1/4"X24"
)IA PIPE; FOR END POST SLEEVE IN 2
3/4"X24" DIA PIPE; TYP.
NIRE TO SECURE CHAIN-LINK FENCE TO
'OST
'IPE SLEEVE; TYP.
=INISHED GRADE
NOTE:
ALL WIRE FABRIC AND FENCE
HARDWARE SHALL BE GALVANIZED
FABRIC SHALL BE INSTALLED ON THE
OUTSIDE
=CTIVE
F-010
N.T.S.
20 DETAIL
1. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES.
PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO DISCUSS TREE
TRUNK ARMORING CONSIST OF 2X4X8 PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND TREE
SOUTHERN YELLOW PINE BOARDS PLACED ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON-SITE. CONTRACTOR TO
JUST ABOVE THE ROOT FLARE. BOARDS MONITOR TREES FOR STRESS AND / OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY
ARE SECURED WITH GALV. WIRING. GAVL. OCCURANCE.
WIRE SHOULD NOT TOUCH THE TREE
TRUNK. ONCE CONSTRUCTION ACTIVITY IS 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND TREE ARBORIST 48 -HOURS IN ADVANCE OF
COMPLETED WITHIN TREE'S DRIPLINE OR ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE
NEAR THE TREE THE TRUNK ARMORING
MAY BE REMOVED WITH THE PERMISSION PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN
OF EITHER THE PROJECT LANDSCAPE COMPLETED, NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY
ARCHITECT OR CERTIFIED ARBORIST. TREE ARBORIST AND LANDSCAPE ARCHITECT PRIOR.
3. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR
TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE
DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE
DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMAL BOBCAT
/ TRACT -HOE, CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT
AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION
AREAS OR WITHIN EXISTING DRIPLINES.
F-014
N.T.S.
TREE PROTECTION NOTES
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Tree Conservation
Plan
OF 23 R
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BALL POST CAP PIPE SPACIN
POST BAND
DRAW BAR (1/4" X 3/4")
2 1/2" ODTERMINAL POST
AT ALL CORNERS AND
INTERSECTIONS
2"X2"X9" GA. FABRIC
KNUCKLED TOP & BOTTOM
3/8" TRUSS ROD AT ALL
CORNERS AND INTERSECTIONS
WITH TURNBUCKLE
�Xx<; r, iq r OPTIONAL:
2 O.D. LINE N*1 ,!� 7 GA. BOTTOM TENSION WIRE
POST; TYP. ,; ,!� ;;° a OR 1 5/8" PIPE; SECURE FABRIC
ws
,wr%.�,r TO PIPE WITH 9 GA. TIE WIRE EV.
FRONT ELEVATION TYP. LINE POST TYP. CORNER POST 24" O.C.
FOOTING FOOTING
A TEMPORARY CHAIN-LINK FENCE
20 ELEVATION, PERSPECTIVE
2"X2"X9" GA. FABRIC CHAIN-LINK FENCING
?" O.D. LINE POST SLEEVED IN 2 1/4"X24"
)IA PIPE; FOR END POST SLEEVE IN 2
3/4"X24" DIA PIPE; TYP.
NIRE TO SECURE CHAIN-LINK FENCE TO
'OST
'IPE SLEEVE; TYP.
=INISHED GRADE
NOTE:
ALL WIRE FABRIC AND FENCE
HARDWARE SHALL BE GALVANIZED
FABRIC SHALL BE INSTALLED ON THE
OUTSIDE
=CTIVE
F-010
N.T.S.
20 DETAIL
1. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES.
PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO DISCUSS TREE
TRUNK ARMORING CONSIST OF 2X4X8 PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND TREE
SOUTHERN YELLOW PINE BOARDS PLACED ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON-SITE. CONTRACTOR TO
JUST ABOVE THE ROOT FLARE. BOARDS MONITOR TREES FOR STRESS AND / OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY
ARE SECURED WITH GALV. WIRING. GAVL. OCCURANCE.
WIRE SHOULD NOT TOUCH THE TREE
TRUNK. ONCE CONSTRUCTION ACTIVITY IS 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND TREE ARBORIST 48 -HOURS IN ADVANCE OF
COMPLETED WITHIN TREE'S DRIPLINE OR ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE
NEAR THE TREE THE TRUNK ARMORING
MAY BE REMOVED WITH THE PERMISSION PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN
OF EITHER THE PROJECT LANDSCAPE COMPLETED, NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY
ARCHITECT OR CERTIFIED ARBORIST. TREE ARBORIST AND LANDSCAPE ARCHITECT PRIOR.
3. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR
TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE
DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE
DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMAL BOBCAT
/ TRACT -HOE, CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT
AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION
AREAS OR WITHIN EXISTING DRIPLINES.
F-014
N.T.S.
TREE PROTECTION NOTES
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Plan
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Tree Conservation
Plan
OF 23 R
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Tree Conservation
Plan
OF 23 R
0.
CONSERVATION NOTES:
TREE PRESERVATION AREAS NOTES:
1. TREE PRESERVATION AREAS SHOULD BE APPROVED IN ADVANCE BY THE ARBORIST. ALL
DEVIATIONS FROM THOSE PLANS, OR ENCROACHMENTS ON DESIGNATED PRESERVATION
AREAS SHOULD BE APPROVED BY THE ARBORIST. FINES FOR TREE DAMAGE MAY APPLY.
2. TREE PROTECTION FENCING SHALL BE PLACED BY THE CONTRACTOR BEFORE THE START
OF CONSTRUCTION. NO CONSTRUCTION RELATED OPERATIONS SHALL OCCUR WITHIN THE
PRESERVATION AREA WITHOUT APPROVAL FROM THE ARBORIST. THIS INCLUDES;
PARKING, TRAFFIC, MATERIAL STORAGE, TOPSOIL STORAGE OR CLEANING OF EQUIPMENT
OR TOOLS. ALL CONTRACTORS SHALL BE MADE AWARE OF THE PRESERVATION AREAS
AND THE CONSEQUENCES OF DAMAGING TREES DUE TO NEGLIGENCE OR DISREGARDING
POSTED PRESERVATION LIMITS.
3. BECAUSE OF THE EXTENSIVE ROOT SYSTEMS ON MATURE TREES, EVERY EFFORT SHOULD
BE MADE TO DISTURB AS LITTLE OF THE NATIVE GRADE AS POSSIBLE. ON FIELD GROWN
TREES, THE DRIP LINE OF THE CANOPY IS A GOOD STARTING POINT FOR THE LIMITS OF
PROTECTION. AS A RULE A TEN FOOT RADIUS FOR EVERY FOOT OF DIAMETER AT BREAST
HEIGHT (DBH) SHOULD BE A MINIMUM CLEARANCE. IN AREAS WHERE THAT MINIMUM
DISTANCE IS NOT POSSIBLE IT IS BEST TO TRY TO INCREASE THE UNDISTURBED ROOTING
AREA ON ANOTHER PART OF THE TREE TO COMPENSATE. CONSULT ARBORIST IF
QUESTIONS ARISE.
4. TREE PROTECTION SHALL BE EITHER CHAIN-LINK OR WOODEN PANEL FENCING.
5. CONTRACTOR SHALL MULCH THE PRESERVATION AREA DURING CONSTRUCTION WITH 2-4
INCHES OF WOOD CHIPS TO HELP REDUCE MOISTURE LOSS. ARBORIST TO ADVISE
CONTRACTOR PRIOR TO WORK.
TREE REMOVAL NOTES:
1. LARGE TREES ORIGINATING IN NON -PRESERVATION AREAS
THAT NEED TO BE REMOVED CAN BE FELLED WITH HEAVY EQUIPMENT AND HAVE THE
STUMP REMOVED BY ARBORIST.
2. TREES ORIGINATING IN A PRESERVATION AREA
NEED TO BE FELLED WITH A SAW AND HAVE THE STUMP GROUND TO REDUCE DAMAGE
TO THE ROOTS OF THE REMAINING TREES BY ARBORIST.
3. TREES ADJACENT TO A PRESERVATION AREA
SHOULD HAVE THE ROOTS CUT WITH A TRENCHER AT THE EDGE OF THE PRESERVATION
ZONE TO LIMIT DISRUPTION OF THE REMAINING ROOTS, OR BE FELLED WITH A SAW AND
GROUND BY ARBORIST.
EXCAVATION
EXCAVATIONS FOR ROADS, WALLS AND FOUNDATIONS CAN DAMAGE TREES BY TEARING
ROOTS. WHERE EXCAVATION IS NECESSARY, TRENCHING THE LIMITS OF EXCAVATION WILL DO
LESS DAMAGE TO THE REMAINING ROOTS. ALL ROOTS OVER 1 '/2 INCHES IN DIAMETER SHOULD
BE RE -CUT CLEANLY WITH A SAW OR LOPPERS TO REDUCE THE POTENTIAL FOR DECAY.
EXPOSED ROOTS SHOULD BE COVERED AS SOON AS POSSIBLE TO REDUCE DESICCATION.
COORDINATION BETWEEN THE ARBORIST AND CONTRACTOR IS REQUIRED TO DETERMINE
SCOPE PRIOR TO CONSTRUCTION.
GRADING
1. BECAUSE THE MAJORITY OF TREE ROOTS ARE IN THE TOP 24 INCHES OF THE SOIL,
RAISING OR LOWERING THE GRADE A FEW INCHES CAN HAVE AN IMPACT ON TREE HEALTH.
IN CENTRAL VIRGINIA, CHANGING THE GRADE LESS THAN 2-4 INCHES WILL HAVE MINIMAL
IMPACT, ASSUMING THERE IS NO OTHER TRAUMA TO THE ROOT SYSTEM
2, THE NATURAL SOIL LINE AT THE BASE OF THE TREE SHOULD BE MAINTAINED UNDER ALL
CONDITIONS. ARBORIST TO DETERMINE AND ENFORCE AS NECESSARY
3. IF THE GRADE HAS BEEN RAISED, THIS MAY MEAN INSTALLING A TREE WELL. WITH
SIGNIFICANT GRADE INCREASES, AN AERATION SYSTEM MAY BE REQUIRED. ARBORIST
SHALL CONSULT WITH THE OWNER IF NECESSARY.
4. IF THERE IS SIGNIFICANT GRADE REDUCTION, THIS MUST OCCUR WITHIN THE LIMITS
DISCUSSED UNDER TREE PRESERVATION AREAS AND MAY REQUIRE A RETAINING WALL.
SIGNIFICANT CHANGES IN THE GRADE THAT EFFECT TREES TO BE PRESERVED SHALL BE
DISCUSSED WITH THE ARBORIST AND OWNER AT THE BEGINNING OF THE PROJECT.
5. FINAL GRADING WITH HEAVY EQUIPMENT SHOULD ONLY OCCUR OUTSIDE THE TREE
PRESERVATION AREAS. SMALL TRACTORS CAN BE USED FOR GRADING WITHIN THOSE
AREAS IF NEEDED OR BETTER STILL THE GRADING SHOULD BE DONE BY HAND. GRADING
SHOULD TAKE INTO CONSIDERATION THE CHANGES IN WATER PATTERNS CREATED BY
NEW HARD SURFACES AND THE WATER NEEDS OF THE REMAINING TREES. ANY GRADING
WITHIN THESE AREAS SHALL BE OVERSEEN BY THE ARBORIST.
MULCH
MULCH CAN PLAY AN IMPORTANT ROLE IN TREE PRESERVATION. A HEAVY LAYER OF MULCH
(2-4 INCHES) IS RECOMMENDED IN THE TREE PRESERVATION AREAS IN ORDER TO CUSHION
THE EFFECTS OF CONSTRUCTION EQUIPMENT AND REDUCE MOISTURE LOSS. ARBORIST SHALL
ADVISE OWNER AND DIRECT CONTRACTOR AS NEEDED.
WATER
BECAUSE OF ROOT LOSS DURING CONSTRUCTION, IRRIGATION TO SUPPLEMENT NATURAL
RAINFALL MAY BE NECESSARY. THIS IS ESPECIALLY IMPORTANT DURING PERIODS OF
DROUGHT OVER THE NEXT FEW YEARS. ARBORIST SHALL CONSULT WITH THE OWNER AND
DIRECT CONTRACTOR ON AN AS -NEEDED BASIS.
COMPACTION
SOIL COMPACTION CAN BE DETRIMENTAL TO EXISTING PLANT MATERIAL AND DISCOURAGE
THE PENETRATION OF NEW ROOTS. IT CAN ALSO REDUCE THE EFFECTIVE ESTABLISHMENT OF
NEW MATERIAL.
1, AERATING THE SOIL MAYBE SUFFICIENT IF THE COMPACTION IS NOT TOO SEVERE.
2. MORE COMPACTED SOIL MAY REQUIRE THE ADDITION OF ORGANIC MATTER AND EVEN
TILLING.
3. UNDER EXISTING TREES:
• INJECTED FERTILIZATION HELPS IMPROVE AERATION.
N
• VERTICAL MULCHING, WHICH INVOLVES DRILLING HOLES AND FILLING THEM WITH
ORGANIC MATTER, CAN BE USED IN MORE EXTREME SITUATIONS.
FURTHER TRAUMA TO ROOT SYSTEMS, SUCH AS TILLING, SHOULD BE AVOIDED.
PRUNING
1. DURING CONSTRUCTION ANY LIMBS THAT ARE IN THE WAY OF CONSTRUCTION OR POSE A
HAZARD TO CONSTRUCTION CREWS SHOULD BE PROPERLY REMOVED BY THE
CONTRACTOR AFTER CONSULTATION WITH THE ARBORIST.
Key
Tree
Caliper TBR
J
CL
■■i�
Tree Valuation Criteria
JP
o
I.L!oti
poi
BOB
Bond Amount 1
Owner Investment
Removal 9
Replacement
Project Value '
Total
Tree Cost
o N
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9erkn7ar
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1
American Holly
121"
�
1000
PE ARG
3000
1500
1000;
$
6,500.00
1A
Red Oak
14"
Q)�
1001
v;
3000
15017
1000
$
6,500.00
2
Red Oak
20"
_. ON 111 _
1000
40
3000
1500
2000
$
7,540.00
2A
Walnut
12"
X.
_ 0
0
0
0
0 °
$
-
3
Walnut
18"
1000
3000
1500
500
6,000.00
4
White Oak
18"
1000
200
3000'
1500
3000
$
8,700,00
4A
Cedar
14"
1000
3000
1500
500
$
6,000,00
4B
Cedar
15"
X
0
0
0
0
0`
$
_
4C
Cedar
10"
X
0
0;
0
0
0$
-
5
Red Oak
33"
1700
280
3000
1500
5000
$
10,780,00
5A
Red -Oak
15"
X
0
0
0
0
0-
T 6
Red Oak
28"
X
3`
0
0
0
0$
6.AHolly
15"
X,
1
01-
0
0$
Ir- 6B
Red Oak
10"1
X
0
0
0
0
_ 0$
-
6C
Red Oak.
12"
X
0
0
0
0
0:
$
7
White Oak
42"
1000
2265
5000
1500
7000
$
16,765r00
-
8
White Oak
36"
1000
480
5000
1500
5000
$
12,980.00
9
White Oak
36"
1 11 000;
1610
3000
1500
5000
$
12,110.00
10
Red Oak
24"
X
3
00
0
... 0$
10A
Red Oak
20"
X ',,
0
0,
. 0
0
0
$
-
10B
White Oak
40"
X
0
0`
0
0
0
$
-
10C
White Oak
20"
X
0
0
0
0
0$
-
100
White Oak
20" _
X
0
0
0
00$
-
110E
White Oak
4"
X
0
0
0
0.
0$
10F
Holly
15"
X
0;
0
0
0
0
1$
11
Red Oak
24"
X
0
0
0
0
0$
11A
Red Oak
18"
X
0
0
0
0
0$
-
11 B
Red Oak
18"
®X
3
0'
0
0
0
$
-
1.1C
Virginia Pine
15"
X:
0
0
0
0
0
$
11D
Virginia Pine
15"
X
5
0
0
0
0$
-
11E
Virginia Pine.
15'.
X
0
0
0
0
0
'.
12
White Oak
32•"
X
0
0`
0
0
0`
$
_
13
White Oak
20"
X
0
0
0
0
0$
-
14
White Oak
36"
X"
0
0
0
0
0$
-
14A
Black Gum
15"
X
0
0
0
0
0$
-
15
White Oak
30"
x
0
0
0
0
0$
_
16
White Oak
36"
X0
0
11
0
0$
-
17
White Oak
-�42„
X
0-
0
0.
0
01$
-
17A
Hemlock
81'
X
0
0
0`
0
0$
-
18
Rein Oak
36"
X
00
0
0
0$
_
19
White Oak
50"
X
0
. _. 0
- _ _ 0
0
0
$
20
White Oak
24"
X
_ 0
_
0
_ 0
_
0
0
$
-
21
White Oak
27"
X
0
0
0
0
0$
21A
Oak
SIA
X
0
0
0
0
0$
22
White Oak
30'"
X ;
0.
0
0
0
0
$
-
23
White Oak
20"
X
0
0
0
0
0$
24
White Oak.s
43"_
X
0
0
0;
0
0
$
-
24A
Oak
NA_
X
0
0
0
0
0$
246
Dolly
80X
0
0
0
0$
25
White Oak
33"
X_
_0
_ 01
0
0
0
$
-
26
White Oak
39"
X
0
01
0
0
0$
-
27
White Oak
36"
X
0'
0
0
0
0
.$
27A
Hemlock
12"
jF
0
0
0
0
_.
0-
28
White Oak
18"
X
0
0
0
0
0$
-
29
White Oak
301"
X
0
0,
0
0
0
$
-
? 30
White Oak
36"'
1000
16x90
50010
1500
7000
$
16,190.00
31
White Oak
36"
1000
2295
5000
1500
7000
$
16,795.00
31A
Helly
8"
X
0
0
0
0'
0
32
White Oak
48"
1000
2500
5000
'1500
7000
$
17,000.00
..32A
White Oak
6"
X
0
0
0
0
0$
-
32B
.m.
Herrrlock
33"
x
X
0
0
0
,
0,
0$
32C
Hemlock
61'
X
0
0
0
0
0$
-
33
Reel Oak
44"
X
0
0_
0
0
0$
-
33A
Holly
10"
X
0
01
0
0
0$
-
33B
Dogwood
81,
X
0
01
0
33C
Red Oak
12"
X
0
0
0
$
-
34
Red Oak
24"
X
- _
0
0
0
01
0$
-
34A
Cedar
10"
X
0
01
0
0
0$
_
34B
Cedar
8:
0
0
00
0_
35
Red Oak
20"
X
0
0
0
0.
0$
-
35A
Red Oak
10"
X'
0
01
0
0
0$
_
35B
Holly
611,
-X
001
0
0
$
35C
Helly
8"
j(
0.
0.
0
0
13
$
35D
Holly
10"
X
0
0;
0
0
0$
36
Walnut
27"
X
0
0
0
0
0$
-
36A
Cherry
81;
X
0
0'
0
0
0$
37
Locust
18"
X
0
0
0
0;
0$
-
38
White Oak
35"
X
0
0
0
01
0$
_
38A
Cedar --
81,
X
0
01
0
0
3$
-
386
Reel Maple
101"
X
0.
0
0
0
0$
39
White Oak
48"
X
0
0
0
0
0$
39A
Holly
8"
X
0
0
0
- (i
0$
40
Cherry
18,.
X
tl
0
0
0,
0
_
40A
Walnut
10"
X
0
0
0
0:
0$
-
41
Red Oak
27"
X :
_ .0
0
0
0-
0
$
Y
42
Cherry
22"
X
0
0
0
0
0
_.
43
Cherry
24"
X
0,
0'
0
00
$
-
44
Red Oak
28°
X
0
01
0
0.
0
$
-
44A
Cedar
15"
X
0_
0
0
0`
0-
44B
Red Oak
15"
X
0
00
0>
_ 0
$
_
44C
Cedar
12"
X
0
0
0
0.
0
$
_
44D
Virginia Pine
15"
X
0
0
0
0
0$
-
44E
Cedar
20"
X
0
0
Q
0i
0$
-
$ 13,000,00
, $ 11, 360.00
$ 49, 000.00
$ 19'500.00
` 51, 000.00
_.
143, 860.00
NOTES:
1. Based on the approved proffers
by the Albemarle County
Board of Superviors on 12/13/2007.
2, Based on acutual cost paid by
the Owner to -date for consulting services by
Van Yahres Tree Company,
3, Assumed price for removal
by Van Yahres Tree Company
based on their empirical data. Contractor
to pay
actual cost incurred
should
the tree need
to be removed
due to construction related reasons.
4. Based on empirical data
by local
landscape contractors
to install a 4" -caliper oak tree. Contractor
to pay actual cost incurred
should
the tree need
to be removed
due to construction related reasons.
-5. -Ba -se d- on perception of project nostalgic character, tree health, marketing and
promises made in public to save these particular
trees.
Edwards designStudio, PLLC
Landscape Architecture and Site
Planning
4936 Old Boonsboro Road
Lynchburg, VA 24503
tele) 434.531.7507
el steve@edwardsdesignstudio.com
www.edwardsdesignstudio.com
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
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8'
40' ACCESS EASEMENT
12'12'
LANE
2% 2%
LANE
2%
ol
5' 3'
EWALK
2%
TYPICAL ENTRANCE ROAD- ECKERSON COURT
SECTION
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS RADIAL COMBINATION
CURB & GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED =
DRAINAGE LAYER, THE BOTTOM OF THE CURB r
AND GUTTER SHALL BE CONSTRUCTED PARALLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF PAVEMENT.
5. THIS CURB MAY BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN
AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG -7 IS REQUIRED.
N.T.S.
THIS AREA MAY BE CONCRETE \
AT THE OPTION OF THE CONTRACTOR
THE BOTTOM OF THE CURB AND GUTTER
MAY BE (CONSTRUCTED PARALLEL TO THE
SLOPE OF SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7" IS MAINTAINED.
" CURB &GUTTER (VDOT CG -6)
$SECTION N.T.S. .T.S.
2" VDOT SM 9.5A
ASPHALT WEARING COURSE
3" VDOT BM 25 ASPHALT BASE COURSE
6" COMPACTED VDOT 21A STONE BASE
ASPHALT PAVING DETAIL FOR NICHOLS COURT
AND ECKERSON COURT
SECTION
N.T.S.
80 MM SOLIDER PERIMETER
BANDING COURSE
NO. 8 AGGREGATE
IN OPENINGS
EAGLE BAY AQUA BRIC 4-L
CONCRETE PAVERS
3 8" MIN. THICK L
2" NO. 8 AGGREGATE w
4" NO. 57 STONE f
8" NO. 3 STONE
>< Y
J -
COMPACTED
SUBGRADE
10
T
560
t.
N
b
10+00 11+00 12+00 13+00 14+00 15+00
ECKERSON COURT PROFILE
SCALE H: 1"=50' V: 1"= 10'
ASPHALT/CONCRETE
PAVING SECTION
FLUSH CURB/EDGE
RESTRAINT
COMPACTED
SUBGRADE SUBGRADE
VDOT 21A
SECTION ABUTTING PAVING GRAVEL
BASE
D PERMEABLE INTERLOCKING PAVERS
$ % SECTION
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT
IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN
INCREASE IN DEPTH.
5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG -3 IS REQUIRED.
6" CURB (VDOT CG -2)
$ % SECTION
SIEE
NOTE
Al-
SEE
„
VDOT 21A
GRAVEL BASE
FILTER FABRIC
6" PERFORATED SDR -35
UNDERDRAIN
(TIE TO STORM DRAINS)
P-048
N.T.S.
1/4" SM -9.5A LIQUID ASPHALT WITH AN OVERLAY OF LOOSE CLEAN STONE
(OWNER'S CHOICE) EMBEDDED INTO LAYER WITH ROLLING MACHINE
12" #21A AGGREGATE BASE COURSE (TYP.) - ROLLED & TAMPED,
EXTEND STONE 6" BEYOND EACH SIDE OF ASPHALT EDGE,
SUBGRADE = CBR MIN. 10 (95% COMPACTION)
TAR AND CHIP DRIV
DETAIL, SECTION
FINISHED GRADE
PER PLANS
P-049
NTS
1�/Biel I&10DKOIa
NO. 8 AGGREGATE
IN OPENINGS
- EAGLE BAY AQUA BRIC 4-L
CONCRETE PAVERS
3 $" MIN. THICK
2" NO. 8 AGGREGATE
4" NO. 57 STONE
8" NO. 3 STONE
T
�- COMPACTED SUBGRADE
SECTION ABUTTING CURB
NOTES:
59' ACCESS EASEMENT
5' 6.5' 13' I
:WALKLANE ME IAN LANE
2% 2% I 2%
590 % A 1 TYPICAL ENTRANCE ROAD W/ MEDIAN
INTERLOCKING PAVERS TO BE EAGLE BAY SWM
PAVE AQUA-BRIC 4 "L" PERMEABLE PAVER LAID
MECHANICALLY INSIDE 80MM PERIMETER SOLDIER
COURSE
CONTRACTOR TO VERIFY AND INSTALL AS
SPECIFIED BY MANUFACTOR/SUPPLIER TO ENSURE
ALL WARRANTIES
EXPANSION JOINTS SHALL BE EVERY 20' MAX.
CONSTRUCTION JOINTS SHALL BE EVERY 10' MAX.
PAVER COLOR TO BE DETERMINED BY OWNER AT
THE TIME OF ORDER.
PAVEMENT p.050
NTS
MIN. 12"
PROPOSED ASPHALT I
CONCRETE SURFACE COURSE
MINIMUM 165Ib/yd 2
SAW CUT 3 INCHES
AND REMOVE EXISTING
ASPHALT TO FORM
A BENCH JOINT
ASPHALT TACK COAT
REQUIRED c -
"
EXISTING PROPOSED
PAVEMENT PAVEMENT LAYERS
EXISTING PROPOSED
AGGREGATE AGGREGATE LAYER
SUBGRADE
PAVEMENT CONSTRUCTION JOINT DETAIL
(EXISTING PAVEMENT OVER 6" IN DEPTH)
(DRAWING NOT TO SCALE)
EXISTING
PAVEMENT
ND OVERLAY
4PERED END MUST
E APPROVED BY
NGINEER
AVEMEN
EE CONSTRUCTION
DINT DETAIL
EXISTING
PAVEMENT
SEE CONSTRUCTION
JOINT DETAIL
FAPERED END MUST
3E APPROVED BY
_NGINEER
00'
--GIN OVERLAY
PLAN VIEW
(DRAWING NOT TO SCALE)
PAVEMENT WIDENING (VDOT WP -2)
SECTIONS
5' VARIES
SIDEWALK
2%
59' ACCESS EASEMENT
12' 12'
LANE LANE
9%
10'
SIDEWALK
2%
71,
VARIES 5'
SIDEWALK
2%
B TYPICAL ENTRANCE ROAD- NICHOLS COURT
$ % SECTIONS
EX.EASTBOUND EX. EASTBOUND
LANE LANE
2' MILL & OVERLAY
12'
12'
PROP. EASTBOUND WALK
LANE
2% 2%
NOTE
2" SM -9.5 A -' /� VDOT STD. J
3" BM -25 CG -6, T`{p
MATCH EXISTING
o.
r7�
8" VDOT #21A
PAVING SECTION
COMPACTED SUBGRADE
OR PROPOSD SECTION
(WHICHEVER IS GREATER)
E RIO ROAD
FRONTAGE IMPROVEMENTS
$ TYPICAL SECTION WEST OF ENTRANCE EXISTING
PROPOSED ASPHALT
PE NY,G
ENING
CONCRETE SURFACE COUR E
O N
U o
MINIMUM 1651b/yd-lo
cCO
PVI STA = 14+00
N O
OFV11Q:E
° o
o��LTH
0
Alan G. Franklin
a
SAW CUT MINIMUM''
OF 2 INCHES AND REMOVE
.
vE
PVI ELEV = 585.04
MATERIAL TO TOP OF
_41
ONA L
j; ;X/
AGGREGATE.EXISTING
f'
PROPOSED
0 0
E
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A.D. _ -11.04
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ASPHALT TACK COAT
REVISIONS:41.11
REQUIRED
-- 02-08-17, BOS ACTION
=m
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K = 5.07
56.00' VC
i
W
Z N
L.P. ELEV = 559.54
L.P. STA = 10+;70
w �t
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600
_ _
(
._PVI STA = -11+3Q ._
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`n
. W
W .
600
PVI ELEV = 558.0400
N d
00
I j
A.D. = 12.00,
+
Nm H
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K = 15.00
f
L i
n
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w
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EXISTING GRADED
GRA[
>
590
_ ------
.. - -- .
180 VC I
'- ---..;
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PROPOSED
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NICHOLS
COURT
PROFILE
SCALE H: 1"=50' V: 1"= 10'
8'
40' ACCESS EASEMENT
12'12'
LANE
2% 2%
LANE
2%
ol
5' 3'
EWALK
2%
TYPICAL ENTRANCE ROAD- ECKERSON COURT
SECTION
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS RADIAL COMBINATION
CURB & GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED =
DRAINAGE LAYER, THE BOTTOM OF THE CURB r
AND GUTTER SHALL BE CONSTRUCTED PARALLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF PAVEMENT.
5. THIS CURB MAY BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN
AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG -7 IS REQUIRED.
N.T.S.
THIS AREA MAY BE CONCRETE \
AT THE OPTION OF THE CONTRACTOR
THE BOTTOM OF THE CURB AND GUTTER
MAY BE (CONSTRUCTED PARALLEL TO THE
SLOPE OF SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7" IS MAINTAINED.
" CURB &GUTTER (VDOT CG -6)
$SECTION N.T.S. .T.S.
2" VDOT SM 9.5A
ASPHALT WEARING COURSE
3" VDOT BM 25 ASPHALT BASE COURSE
6" COMPACTED VDOT 21A STONE BASE
ASPHALT PAVING DETAIL FOR NICHOLS COURT
AND ECKERSON COURT
SECTION
N.T.S.
80 MM SOLIDER PERIMETER
BANDING COURSE
NO. 8 AGGREGATE
IN OPENINGS
EAGLE BAY AQUA BRIC 4-L
CONCRETE PAVERS
3 8" MIN. THICK L
2" NO. 8 AGGREGATE w
4" NO. 57 STONE f
8" NO. 3 STONE
>< Y
J -
COMPACTED
SUBGRADE
10
T
560
t.
N
b
10+00 11+00 12+00 13+00 14+00 15+00
ECKERSON COURT PROFILE
SCALE H: 1"=50' V: 1"= 10'
ASPHALT/CONCRETE
PAVING SECTION
FLUSH CURB/EDGE
RESTRAINT
COMPACTED
SUBGRADE SUBGRADE
VDOT 21A
SECTION ABUTTING PAVING GRAVEL
BASE
D PERMEABLE INTERLOCKING PAVERS
$ % SECTION
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT
IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN
INCREASE IN DEPTH.
5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG -3 IS REQUIRED.
6" CURB (VDOT CG -2)
$ % SECTION
SIEE
NOTE
Al-
SEE
„
VDOT 21A
GRAVEL BASE
FILTER FABRIC
6" PERFORATED SDR -35
UNDERDRAIN
(TIE TO STORM DRAINS)
P-048
N.T.S.
1/4" SM -9.5A LIQUID ASPHALT WITH AN OVERLAY OF LOOSE CLEAN STONE
(OWNER'S CHOICE) EMBEDDED INTO LAYER WITH ROLLING MACHINE
12" #21A AGGREGATE BASE COURSE (TYP.) - ROLLED & TAMPED,
EXTEND STONE 6" BEYOND EACH SIDE OF ASPHALT EDGE,
SUBGRADE = CBR MIN. 10 (95% COMPACTION)
TAR AND CHIP DRIV
DETAIL, SECTION
FINISHED GRADE
PER PLANS
P-049
NTS
1�/Biel I&10DKOIa
NO. 8 AGGREGATE
IN OPENINGS
- EAGLE BAY AQUA BRIC 4-L
CONCRETE PAVERS
3 $" MIN. THICK
2" NO. 8 AGGREGATE
4" NO. 57 STONE
8" NO. 3 STONE
T
�- COMPACTED SUBGRADE
SECTION ABUTTING CURB
NOTES:
59' ACCESS EASEMENT
5' 6.5' 13' I
:WALKLANE ME IAN LANE
2% 2% I 2%
590 % A 1 TYPICAL ENTRANCE ROAD W/ MEDIAN
INTERLOCKING PAVERS TO BE EAGLE BAY SWM
PAVE AQUA-BRIC 4 "L" PERMEABLE PAVER LAID
MECHANICALLY INSIDE 80MM PERIMETER SOLDIER
COURSE
CONTRACTOR TO VERIFY AND INSTALL AS
SPECIFIED BY MANUFACTOR/SUPPLIER TO ENSURE
ALL WARRANTIES
EXPANSION JOINTS SHALL BE EVERY 20' MAX.
CONSTRUCTION JOINTS SHALL BE EVERY 10' MAX.
PAVER COLOR TO BE DETERMINED BY OWNER AT
THE TIME OF ORDER.
PAVEMENT p.050
NTS
MIN. 12"
PROPOSED ASPHALT I
CONCRETE SURFACE COURSE
MINIMUM 165Ib/yd 2
SAW CUT 3 INCHES
AND REMOVE EXISTING
ASPHALT TO FORM
A BENCH JOINT
ASPHALT TACK COAT
REQUIRED c -
"
EXISTING PROPOSED
PAVEMENT PAVEMENT LAYERS
EXISTING PROPOSED
AGGREGATE AGGREGATE LAYER
SUBGRADE
PAVEMENT CONSTRUCTION JOINT DETAIL
(EXISTING PAVEMENT OVER 6" IN DEPTH)
(DRAWING NOT TO SCALE)
EXISTING
PAVEMENT
ND OVERLAY
4PERED END MUST
E APPROVED BY
NGINEER
AVEMEN
EE CONSTRUCTION
DINT DETAIL
EXISTING
PAVEMENT
SEE CONSTRUCTION
JOINT DETAIL
FAPERED END MUST
3E APPROVED BY
_NGINEER
00'
--GIN OVERLAY
PLAN VIEW
(DRAWING NOT TO SCALE)
PAVEMENT WIDENING (VDOT WP -2)
SECTIONS
5' VARIES
SIDEWALK
2%
59' ACCESS EASEMENT
12' 12'
LANE LANE
9%
10'
SIDEWALK
2%
71,
VARIES 5'
SIDEWALK
2%
B TYPICAL ENTRANCE ROAD- NICHOLS COURT
$ % SECTIONS
EX.EASTBOUND EX. EASTBOUND
LANE LANE
2' MILL & OVERLAY
12'
12'
PROP. EASTBOUND WALK
LANE
2% 2%
NOTE
2" SM -9.5 A -' /� VDOT STD. J
3" BM -25 CG -6, T`{p
MATCH EXISTING
o.
r7�
8" VDOT #21A
PAVING SECTION
COMPACTED SUBGRADE
OR PROPOSD SECTION
(WHICHEVER IS GREATER)
E RIO ROAD
FRONTAGE IMPROVEMENTS
$ TYPICAL SECTION WEST OF ENTRANCE EXISTING
PROPOSED ASPHALT
PE NY,G
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CONCRETE SURFACE COUR E
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SAW CUT MINIMUM''
OF 2 INCHES AND REMOVE
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ISSUED: 6 Feburary 2017
� o
ASPHALT TACK COAT
REVISIONS:41.11
REQUIRED
-- 02-08-17, BOS ACTION
=m
`` m
EXISTING PROPOSED
AGGREGATE AGGREGATE LAYER
SUBGRADE
PAVEMENT CONSTRUCTION JOINT DETAIL
(EXISTING PAVEMENT LESS THAN 6" IN DEPTH)
(DRAWING NOT TO SCALE)
MIN, 12"
NOTES:
1. WHEN THE PAVEMENT DESIGN IS GREATER IN DEPTH THAN THE DEPTH OF THE EXISTING PAVEMENT,
SUBSURFACE DRAINAGE MAY BE REQUIRED BY THE ENGINEER.
2. OVERLAP THE EXISTING PAVEMENT AS SHOWN IN THE CONSTRUCTION JOINT DETAILS.
3. A PERPENDICULAR CONSTRUCTION JOINT SHALL BE PROVIDED AT ALL LOCATIONS WHERE NEW
PAVEMENT ABUTS EXISTING PAVEMENT.
4. THE AREA OF PAVEMENT WIDENING SHALL BE TRENCHED TO THE SUBGRADE AND COMPACTED
PER VDOT SPECIFICATIONS.
5. SURFACE OF WIDENING AREA SHALL BE FLUSH WITH THE SURFACE OF EXISTING PAVEMENT
PRIOR TO OVERLAY,
6. MILLING OF NEW AND EXISTING PAVEMENT MAY BE REQUIRED TO ACHIEVE ACCEPTABLE PAVEMENT
CROSS -SLOPE AND PAVEMENT DRAINAGE.
7. OVERLAY THE ENTIRE SURFACE AREA OF THE NEW AND EXISTING PAVEMENT WITH A MINIMUM OF
165 LBS/SQ YD OF ASPHALT CONCRETE TO A POINT AT LEAST 100 FEET BEFORE AND AFTER
THE LIMITS OF WIDENING.
8. ERADICATE EXISTING PAVEMENT MARKINGS AND RESTRIPE THE WORK ZONE AS REQUIRED TO ACHIEVE
A UNIFORM APPEARANCE AS DIRECTED BY THE ENGINEER.
9 FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF
THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FEET
STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS.
THE VARIATION FROM THE TESTING EDGE OF THE STRAIGHTEDGE BETWEEN ANY TWO CONTACT POINTS
WITH THE PAVEMENT SURFACE SHALL NOT EXCEED X".
10. PAVEMENT WIDENING PERFORMED UNDER A VDOT LAND USE PERMIT SHALL HAVE A PAVEMENT DESIGN
PROVIDED BY THE PERMITTEE AND APPROVED BY THE MATERIALS ENGINEER.
13'
N.T.S.
N.T.S.
VARIES (POO-
N.T.S.
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Edwards designStudio, PLLC
Landscape Architecture and Site
Planning
4936 Old Boonsboro Road
Lynchburg, VA 24503
tele) 434.531.7507
el steve@edwardsdesignstudio.com
www.edwardsdesignstudio.com
ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
tele) 434.531.5544
el alan@alanfranklinpe.com
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Landscape Architecture and Site
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4936 Old Boonsboro Road
Lynchburg, VA 24503
tele) 434.531.7507
el steve@edwardsdesignstudio.com
www.edwardsdesignstudio.com
ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
tele) 434.531.5544
el alan@alanfranklinpe.com
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INLETS IN
SUMP, DESIGN (CURB SPREAD AND
INLET SPREAD AND DEPTH)
Intensity
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F-
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A4 A3 V acio a Q c" 5,87 543,10 2.90 12,29 GW4
-TC'6 00 0 0 0 0 0 o wm !,63 15 8.24 5.00 Of rom detention comps tbd
A3 A2 0,00 0.00 0-000 0.000 0.00 0,00 0010 5.87 539.80 539.03 76.43 U13 1.01 15 6-48 5,00 0,25
A2 Al 100 0.00 OO 11000 01,00 0,00 11. CI 0 5, 8i 538,93 538.30 63,61 0,013 0.99 15 643 5.002. 1
Al EX 1-4 UO OM 0.000 0000 0-00 UO fj.CO 5.87 538,20 537-80 7,67 0;013 5.22 24 611-66 5.00
Pipe run: D
D8 0 7
U 0
4 0,60 0A44 ,2,2 5,00 6,67 0,96 -1 .68 665.75 565.50 1 2160 0.013 06 15 6.66 6.83
1 . 1 1
D7 D6
D6 D5
Inlet
05 104
Hydrology
Curb and Gutter
0.00 0.06 6-060 2.067 532 6,56 O -CO 13-58 552.25 55175 50,00 0.013 1-00 24 22,62 7.90 .71 includes 134-1
SCALE: As Shown
C: Cc
Inlet
0,17 4.82 0,139 0.139 5.,00 6.6f 0.93 0,93 562.25 559.26 27.17 0,013 11.(70 15 21,43 10-19 0. 014
134-3 104-2
--0.00 0.00 0. 10010 0.1399 51-0 6.65 0-00 0_9" 557-26 554.60 133.13 0.013 2.00 15 9., 3 5.69 0.39
134-2 D4-1
0,23 0,45 0.10=1 0.2,13 5 , =i.; (3,162 O.M If -68 554,50 553.77 43.23 0,013 15 8,39 4*1 0,16
D4-1 D4
D5-1 05
0.19 0,75 0.'143 0 . 3 8 5.60 6,47 I(X92 2,-49 553.67 55235 52.52 0,013 2,51 15 6,88 5.49 ;'.16
0.14 OM 0.116 CT 19 7 5.00 M37 0,77 1-1 556.88 554.01 37.49 0.013 7.31, 15 17,87 6.27 1.10 includes roof #2 M09 ac)
02-08-17, BOS ACTION
<
D6-3 076-2
D6-2 106-1
0.16 0.71 0.'114 0."1"14 500 6157 0771< 0,76 566.50 564.66 72.00 0.013 2.56 15 10.33 4,92 C,24
0,26 0 � 0 1,69 0,28", 5,224 6.58 "Al 1.86 561.66 559.82 29.59 0.013 6.22 15 16.11 8,45 0,06
D6-1 D6
�65
027 0-68 01. 11,,'8131�4 0.547 S - 3o 1 6.57 1-21 3-59 559,72 558-32 35.50 0,013 194 15 12.83 1 8.50 0.07 includes roof #1 (0.09 ac)
Pipe run: E
E3
E2
E, 0-25 0.75
E1 0.196 0.65
0.188
0,039
0."188
0.227
5.00 E67 1.25
5,02 6,66 0-26
1.25 571.87
1.51 568.57
571.57 15,00
563.64 90.73
0.013 2.00
0,013 5.43
15 10.34
15 15.06 7.96
0.02
(0 i9
included Bldg C roof
El
D6 Us 0.65
0, '1 63
0,389
621 6,59 1,07
E
557.72 29.59
0,013 9- 87
1-5 24 - '3 -- 13.38
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'2
Pipe run: G
G6 G5
0.00
0.00 0.000
0,000
5,00 ;13. 6 7 1 0.00
0.00 564-50
7F Z?
0 from detention camps tbd
G5 G4
G4 G3
G3 G2
92 031
0.00
0,00
0.00
0,00
OM 0.0471)
OM 10.00O
0.00 17,400
0.00 0-cloo
0-000
0,000
OMU
0.0(10
'a
W
1,09 15 9'i"20 4.33 0,48
555-10 125.50 0.013 1
545.10 124,50 0.013 7,95 15 1 18.22 6,19 0.34
542M 161.00 0.013 1.49 15 1 7.89 9 M25 0.24
540,00 1 68.62 0,013 3.64 15 1 12.33 11.93 0,10
C
12
x
0)
Pipe run: F
F12 Fil alo 0,50 0'0?50 r), 0 5 0 roo o67 0.3-5 E33 578,50 578.19 31.40 0,013 100 15 6A6 4,99 0,110
F11 F10 0.03 0-50 0,015 0,065 5.10 o,63 0,10 043 578.09 577.82 27,40 0,013 0.59 15 6.41 7,85 Q.G6
F10 F9
0A4 0,65 0+.(7911 0,166 5.1h3 0.01 0,1 x3 1,03 577,7,2 577,25 52.80 0,013 0'.89 15 6.09 3.49 x0:25
F9
F8 F7
F7 F6
F6 F5
0.65 0.065 O.221 5-41 6.53 0 . 4 -2 577.15 576.57 76.58 0,013 ... 7 6 15 S.G. 4.13 0,31,
0.26 0.65 0.169 1,017 5.72 6.43 1.09 6. 954 576.47 575.18 236.11 0.013 0,55 24 1 16,72 4.57 0.86 flow from F8-1
U6 O�65 0,234 1. 25 1 5M8 6,18 1, 451- 7-73 575M 574,58 99M 0.013 0,50 24 16�01 5A4 0,34
0.00 0-00 0.000 1 251 6 - 819 6,10 0.00 7.63 574.48 573,81 135.30 0.013 01.50 24 15, 9 4.13 055
Ca
>
F4 P3
<
0
0 (6
F3 F2
F2 F1
0.34 0,65 0.221 .Wl 3.2:5 5.14 7 9-54 1 572,25 571,70 109,83 0,013 11.50 24 16,C1 4,57 >3.^C- - - -------- - ---
0A9 0.65 0.3119 2,735 8-68 5535 1.80 .5.4 s9 1 571.60 571.50 17.00 0.013 0:59 24 17,35 5.44 0J05 flow from F2-1
3.50
F13-3 F8-2
7Q
1 *U1 LO
-2,
0,08 4,90 4.072 0,429 `5 - z3 6.59 2,83 578,00 577,36 6100 0.013 1,02 15 e,7.;01 5.69 0A8 includes roof 131
178-1 FB
0,22 0.90 0.193 0,627 5A2 6.53 1 �29 4.09 577.26 576,57 69.00 U13 1,00 18 10, 501 4.41 ,_6 in1cudes roof 62
172-2 F2-1
0.54 0,85 0A59 0,459 5.00 6,67 3-.,06- 3-J'06-- 79M 578.10 94.22 0,013 1 � 8 ") 15 &0F3 1019 0,15
*inlet not in sag curve, longitudinal approach grades are as indicated
OM 0-90 0,297 0.756 5.15 6.61 1.96 5.;00 578.00 574.60 73,16 0.013 4 66 15 13. CIQ 5.69 021 inicudes roof B3 & 134
Pipe run: H
H2
H1
X
maolmrow,
ALL 1 0.17 1 M2 [20:�]111 39 0.00 1 M6 1 U458
65,75 0.013
1 1
6 . 55 7 10.86 C3 i31
1.83
X2
xi
0.07
carryover from C2 & D5
82
Di
2.2
Qt@I=6.5inYhr=j 0.91 1
42
1 573.00 1 571.50 1
188,00 0.013
6-34
1 0,005
1 854
..................
---------------- --------------------- --------------- ---- ------------------- ---------- ---------- --
......... .......... ----------- ... ......
............ ..... --- ... ....... .... ..................
.................... ......... ---- . ........... ..... ..............
..... ........ . .............. ..... ......... ....... ..
--------------
...... ------------- ------- ------------ ------------- ---- ---- ---------------
........ ............ ----------
*inlet not in sag curve, longitudinal approach grades are as indicated
---
-- ------- . . .......
-- - - - - ----------- - -
. ..
I --------- -- - - - A-
--- ---- - ---
f-0 0 . %
.......... ..................
......... ......................................
..............
- - - ------------------------- I -----------------------------
ALL 0,17 4.821 0AT,'I 0,556 j 0.00
0.56 0,0200 1 0,0200
2:0
0,0830
41500
2.45
074-4
DF 2AA
2.2
Qt @ I = 6.5 inthr =
0.91
Pipe run: ROOF
roof # 1
0,09 0.90 0.081 0,081 5,00 6.67 0-54 0, -54
om
0.006-
8.30
0.013 1M 8 1"! 5.04 0,00
0.013 1.00 8 1.21 5.00 G'00
roof # 4
0.49 0-90 0.061 0 0811 5.00 6.07 0,54 0.54
LEF f 17.46 9.751 0.0451 0.18 1 UO
0-:18
roof # 5
4A2 0.90 0.108 0,108 5-00 6.67 0.72 0. -72
3.30
roof # 6
0,12 090 0A08 0. 1;98 0 0 67.7 0.72 0.72
15" HDPE @
0,013 .00 8 1 1.21 5.00 0_00
roof # 7 & 8
0.22 0.90 0A98 QA 9& 5{i0 6,6? 1-a r 1,'-',2
RIGHT 0.13 0,75 10.0981 0.39 1 0.(70
01.39 0.0010 0,0200
2-0
0,0830
4,1500
6.25
0.06 0,80 &048 0,048 5.030 6657 O.32 032
0.013 1,00 12 ;3.56 5.00 1100
carryover from D5-11
D4-1
LE2�A�
2.2
Qt @ I = 6,5 in1hr
0 -j
------- -
15" HDPE @
200%
0,33
0.005
8.24
.................... ..............
.............. ... ............. ... ...............
t ------ L-
1nlet not in sag curve, longitudinal approach grades areas indicated
-------------------------
................... .
- ------
.. .
.
. ..... ..
. ............ . ........... ........
. .................
..............................
carryover from D6-3
ALL 1 021 10,6510,1-371 0.55 1 0.00 0.55 0,0200 1 0.0200 2.4 1 0.0830 4,1500 1 2.35
D6-2
WA
2.2
Qt @ I = 6,5 !nJhr 0.9
0-33
- -
1 0-005
814
LF OF
15" HDPE @
------- ---- -
2.5 -1%
................
.
...............
. .................
. ................
...........
.........................
---
*inlet not in sag curve, longitudinal approach grades are as indicated
ALL 4.28 OBB 0,190 036 1 0.00 0.76 0,0200 0,0200
30
4.150}0
140
Ell
D - 2A
2.2
Q @ 1 6.5 in/hr n 1.21
f137
U06
9.96
...
.......................
.............. . .
..............
............. .....................
....
---------- MAR
Inlet not in sag curve, longitudinal approach grades are as indicated
'0.130
------
.... ....
.
................ ..........
..................
................
................
...................
..........
........ ......
.................. - ..............
....................
. . ...........................
......................
ALL 4.52 4.75 0.3941 1,56 1 1,56 19.0276 1 0.6260
2.0
0.0830
4.1500 1
gAl
DI -28
4-0
Qt@1=6.5inihr= 2-5
0-44
1 U07
13,59
35.50
LF OF
15" HDPE @
194%
Table 8: Pipe Design Table
PIPE DESIGN TABLE
n = 0.025 for CW n = 0.013 for RCP n m 0.01 for HOPE
Pipe
Hydrology
Pipe
Z�
eu
Pipe run: A
<
<
Q)
Steven W. Edwards
0
>
> >
in
M
LL
>
F-
u -
E
A4 A3 V acio a Q c" 5,87 543,10 2.90 12,29 GW4
-TC'6 00 0 0 0 0 0 o wm !,63 15 8.24 5.00 Of rom detention comps tbd
A3 A2 0,00 0.00 0-000 0.000 0.00 0,00 0010 5.87 539.80 539.03 76.43 U13 1.01 15 6-48 5,00 0,25
A2 Al 100 0.00 OO 11000 01,00 0,00 11. CI 0 5, 8i 538,93 538.30 63,61 0,013 0.99 15 643 5.002. 1
Al EX 1-4 UO OM 0.000 0000 0-00 UO fj.CO 5.87 538,20 537-80 7,67 0;013 5.22 24 611-66 5.00
Pipe run: D
D8 0 7
U 0
4 0,60 0A44 ,2,2 5,00 6,67 0,96 -1 .68 665.75 565.50 1 2160 0.013 06 15 6.66 6.83
1 . 1 1
D7 D6
D6 D5
0A0 0.70 0,070 0,322 5,06 6,65 0,47 214 565.40 55772 1 78.017 9,013 9,84 1 15 2026 1 10.21 0.13
9,12 0.85 0.'102 1.36x' 5.18 6.60 (0.67 8.23 557.62 554.01 63.67 0.013 :3.67 18 25,01 13,64 0 includes D6-11 & El & roof #3
05 104
0,15 0.83 0.125 1.6-82 5,26 6, 58 0.82 11,06 653.91 552-35 50.25 0.013 3.10 18 18.51 14.08 0,06 includes D5-1 & roof #4
ba 53
0.00 0.06 6-060 2.067 532 6,56 O -CO 13-58 552.25 55175 50,00 0.013 1-00 24 22,62 7.90 .71 includes 134-1
SCALE: As Shown
C: Cc
D4-4 D4-3
0,17 4.82 0,139 0.139 5.,00 6.6f 0.93 0,93 562.25 559.26 27.17 0,013 11.(70 15 21,43 10-19 0. 014
134-3 104-2
--0.00 0.00 0. 10010 0.1399 51-0 6.65 0-00 0_9" 557-26 554.60 133.13 0.013 2.00 15 9., 3 5.69 0.39
134-2 D4-1
0,23 0,45 0.10=1 0.2,13 5 , =i.; (3,162 O.M If -68 554,50 553.77 43.23 0,013 15 8,39 4*1 0,16
D4-1 D4
D5-1 05
0.19 0,75 0.'143 0 . 3 8 5.60 6,47 I(X92 2,-49 553.67 55235 52.52 0,013 2,51 15 6,88 5.49 ;'.16
0.14 OM 0.116 CT 19 7 5.00 M37 0,77 1-1 556.88 554.01 37.49 0.013 7.31, 15 17,87 6.27 1.10 includes roof #2 M09 ac)
02-08-17, BOS ACTION
<
D6-3 076-2
D6-2 106-1
0.16 0.71 0.'114 0."1"14 500 6157 0771< 0,76 566.50 564.66 72.00 0.013 2.56 15 10.33 4,92 C,24
0,26 0 � 0 1,69 0,28", 5,224 6.58 "Al 1.86 561.66 559.82 29.59 0.013 6.22 15 16.11 8,45 0,06
D6-1 D6
�65
027 0-68 01. 11,,'8131�4 0.547 S - 3o 1 6.57 1-21 3-59 559,72 558-32 35.50 0,013 194 15 12.83 1 8.50 0.07 includes roof #1 (0.09 ac)
Pipe run: E
E3
E2
E, 0-25 0.75
E1 0.196 0.65
0.188
0,039
0."188
0.227
5.00 E67 1.25
5,02 6,66 0-26
1.25 571.87
1.51 568.57
571.57 15,00
563.64 90.73
0.013 2.00
0,013 5.43
15 10.34
15 15.06 7.96
0.02
(0 i9
included Bldg C roof
El
D6 Us 0.65
0, '1 63
0,389
621 6,59 1,07
2 � 5 7 -- ----
EZO,64
557.72 29.59
0,013 9- 87
1-5 24 - '3 -- 13.38
&I
Pipe run: G
G6 G5
0.00
0.00 0.000
0,000
5,00 ;13. 6 7 1 0.00
0.00 564-50
56410 21-75 0.013 1.84 1 15 1 8,76 433 0,08
0 from detention camps tbd
G5 G4
G4 G3
G3 G2
92 031
0.00
0,00
0.00
0,00
OM 0.0471)
OM 10.00O
0.00 17,400
0.00 0-cloo
0-000
0,000
OMU
0.0(10
0.00 IS.', i5 0,00
-3-43 6.21 2.f38
6,82 6,111 1,91
706 605 OM
1-50 564.00
4.18 555.00
5.09 545,00
6M 542,50 1
1,09 15 9'i"20 4.33 0,48
555-10 125.50 0.013 1
545.10 124,50 0.013 7,95 15 1 18.22 6,19 0.34
542M 161.00 0.013 1.49 15 1 7.89 9 M25 0.24
540,00 1 68.62 0,013 3.64 15 1 12.33 11.93 0,10
/Z
Pipe run: F
F12 Fil alo 0,50 0'0?50 r), 0 5 0 roo o67 0.3-5 E33 578,50 578.19 31.40 0,013 100 15 6A6 4,99 0,110
F11 F10 0.03 0-50 0,015 0,065 5.10 o,63 0,10 043 578.09 577.82 27,40 0,013 0.59 15 6.41 7,85 Q.G6
F10 F9
0A4 0,65 0+.(7911 0,166 5.1h3 0.01 0,1 x3 1,03 577,7,2 577,25 52.80 0,013 0'.89 15 6.09 3.49 x0:25
F9
F8 F7
F7 F6
F6 F5
0.65 0.065 O.221 5-41 6.53 0 . 4 -2 577.15 576.57 76.58 0,013 ... 7 6 15 S.G. 4.13 0,31,
0.26 0.65 0.169 1,017 5.72 6.43 1.09 6. 954 576.47 575.18 236.11 0.013 0,55 24 1 16,72 4.57 0.86 flow from F8-1
U6 O�65 0,234 1. 25 1 5M8 6,18 1, 451- 7-73 575M 574,58 99M 0.013 0,50 24 16�01 5A4 0,34
0.00 0-00 0.000 1 251 6 - 819 6,10 0.00 7.63 574.48 573,81 135.30 0.013 01.50 24 15, 9 4.13 055
F5 F4
0.09 0.65 0 059 1-31 7-44 9.95, 0.,',:: 7,79 57171 57100 140.69 0-013 0.50 24 17x,(':7 4,57 1111511
F4 P3
0.20 0.65 ,03.130 1 4140 7.95 5,82 O 70 8,38 572.90 572-35 109.33 O.013 10.50 24 16,05 5.44 C. 3
F3 F2
F2 F1
0.34 0,65 0.221 .Wl 3.2:5 5.14 7 9-54 1 572,25 571,70 109,83 0,013 11.50 24 16,C1 4,57 >3.^C- - - -------- - ---
0A9 0.65 0.3119 2,735 8-68 5535 1.80 .5.4 s9 1 571.60 571.50 17.00 0.013 0:59 24 17,35 5.44 0J05 flow from F2-1
3.50
F13-3 F8-2
0.42 0.85 0,357 0,357 5M &67 2,38 .38 579.80 578.10 142,27 0.013 1.1 15 7.06 10,19 0.23
F8-2 F8-1
-2,
0,08 4,90 4.072 0,429 `5 - z3 6.59 2,83 578,00 577,36 6100 0.013 1,02 15 e,7.;01 5.69 0A8 includes roof 131
178-1 FB
0,22 0.90 0.193 0,627 5A2 6.53 1 �29 4.09 577.26 576,57 69.00 U13 1,00 18 10, 501 4.41 ,_6 in1cudes roof 62
172-2 F2-1
0.54 0,85 0A59 0,459 5.00 6,67 3-.,06- 3-J'06-- 79M 578.10 94.22 0,013 1 � 8 ") 15 &0F3 1019 0,15
172-1 F2
OM 0-90 0,297 0.756 5.15 6.61 1.96 5.;00 578.00 574.60 73,16 0.013 4 66 15 13. CIQ 5.69 021 inicudes roof B3 & 134
Pipe run: H
H2
H1
X
maolmrow,
1 572.18 1 571,50 1
65,75 0.013
1 1
6 . 55 7 10.86 C3 i31
Pipe run: X (townhouse roof drain)
X2
xi
0.07
13,90
10.063
0. 63
�50-
42
1 573.00 1 571.50 1
188,00 0.013
X
50m
LF OF
24" HDPE ig
f-0 0 . %
Table 8: Pipe Design Table
PIPE DESIGN TABLE
n = 0.025 for CW n = 0.013 for RCP n m 0.01 for HOPE
Pipe
Hydrology
Pipe
Z�
eu
Pipe run: A
<
<
Q)
Steven W. Edwards
0
>
> >
in
M
LL
>
F-
u -
E
A4 A3 V acio a Q c" 5,87 543,10 2.90 12,29 GW4
-TC'6 00 0 0 0 0 0 o wm !,63 15 8.24 5.00 Of rom detention comps tbd
A3 A2 0,00 0.00 0-000 0.000 0.00 0,00 0010 5.87 539.80 539.03 76.43 U13 1.01 15 6-48 5,00 0,25
A2 Al 100 0.00 OO 11000 01,00 0,00 11. CI 0 5, 8i 538,93 538.30 63,61 0,013 0.99 15 643 5.002. 1
Al EX 1-4 UO OM 0.000 0000 0-00 UO fj.CO 5.87 538,20 537-80 7,67 0;013 5.22 24 611-66 5.00
Pipe run: D
D8 0 7
U 0
4 0,60 0A44 ,2,2 5,00 6,67 0,96 -1 .68 665.75 565.50 1 2160 0.013 06 15 6.66 6.83
1 . 1 1
D7 D6
D6 D5
0A0 0.70 0,070 0,322 5,06 6,65 0,47 214 565.40 55772 1 78.017 9,013 9,84 1 15 2026 1 10.21 0.13
9,12 0.85 0.'102 1.36x' 5.18 6.60 (0.67 8.23 557.62 554.01 63.67 0.013 :3.67 18 25,01 13,64 0 includes D6-11 & El & roof #3
05 104
0,15 0.83 0.125 1.6-82 5,26 6, 58 0.82 11,06 653.91 552-35 50.25 0.013 3.10 18 18.51 14.08 0,06 includes D5-1 & roof #4
ba 53
0.00 0.06 6-060 2.067 532 6,56 O -CO 13-58 552.25 55175 50,00 0.013 1-00 24 22,62 7.90 .71 includes 134-1
SCALE: As Shown
C: Cc
D4-4 D4-3
0,17 4.82 0,139 0.139 5.,00 6.6f 0.93 0,93 562.25 559.26 27.17 0,013 11.(70 15 21,43 10-19 0. 014
134-3 104-2
--0.00 0.00 0. 10010 0.1399 51-0 6.65 0-00 0_9" 557-26 554.60 133.13 0.013 2.00 15 9., 3 5.69 0.39
134-2 D4-1
0,23 0,45 0.10=1 0.2,13 5 , =i.; (3,162 O.M If -68 554,50 553.77 43.23 0,013 15 8,39 4*1 0,16
D4-1 D4
D5-1 05
0.19 0,75 0.'143 0 . 3 8 5.60 6,47 I(X92 2,-49 553.67 55235 52.52 0,013 2,51 15 6,88 5.49 ;'.16
0.14 OM 0.116 CT 19 7 5.00 M37 0,77 1-1 556.88 554.01 37.49 0.013 7.31, 15 17,87 6.27 1.10 includes roof #2 M09 ac)
02-08-17, BOS ACTION
<
D6-3 076-2
D6-2 106-1
0.16 0.71 0.'114 0."1"14 500 6157 0771< 0,76 566.50 564.66 72.00 0.013 2.56 15 10.33 4,92 C,24
0,26 0 � 0 1,69 0,28", 5,224 6.58 "Al 1.86 561.66 559.82 29.59 0.013 6.22 15 16.11 8,45 0,06
D6-1 D6
�65
027 0-68 01. 11,,'8131�4 0.547 S - 3o 1 6.57 1-21 3-59 559,72 558-32 35.50 0,013 194 15 12.83 1 8.50 0.07 includes roof #1 (0.09 ac)
Pipe run: E
E3
E2
E, 0-25 0.75
E1 0.196 0.65
0.188
0,039
0."188
0.227
5.00 E67 1.25
5,02 6,66 0-26
1.25 571.87
1.51 568.57
571.57 15,00
563.64 90.73
0.013 2.00
0,013 5.43
15 10.34
15 15.06 7.96
0.02
(0 i9
included Bldg C roof
El
D6 Us 0.65
0, '1 63
0,389
621 6,59 1,07
2 � 5 7 -- ----
EZO,64
557.72 29.59
0,013 9- 87
1-5 24 - '3 -- 13.38
&I
Pipe run: G
G6 G5
0.00
0.00 0.000
0,000
5,00 ;13. 6 7 1 0.00
0.00 564-50
56410 21-75 0.013 1.84 1 15 1 8,76 433 0,08
0 from detention camps tbd
G5 G4
G4 G3
G3 G2
92 031
0.00
0,00
0.00
0,00
OM 0.0471)
OM 10.00O
0.00 17,400
0.00 0-cloo
0-000
0,000
OMU
0.0(10
0.00 IS.', i5 0,00
-3-43 6.21 2.f38
6,82 6,111 1,91
706 605 OM
1-50 564.00
4.18 555.00
5.09 545,00
6M 542,50 1
1,09 15 9'i"20 4.33 0,48
555-10 125.50 0.013 1
545.10 124,50 0.013 7,95 15 1 18.22 6,19 0.34
542M 161.00 0.013 1.49 15 1 7.89 9 M25 0.24
540,00 1 68.62 0,013 3.64 15 1 12.33 11.93 0,10
Pipe run: F
F12 Fil alo 0,50 0'0?50 r), 0 5 0 roo o67 0.3-5 E33 578,50 578.19 31.40 0,013 100 15 6A6 4,99 0,110
F11 F10 0.03 0-50 0,015 0,065 5.10 o,63 0,10 043 578.09 577.82 27,40 0,013 0.59 15 6.41 7,85 Q.G6
F10 F9
0A4 0,65 0+.(7911 0,166 5.1h3 0.01 0,1 x3 1,03 577,7,2 577,25 52.80 0,013 0'.89 15 6.09 3.49 x0:25
F9
F8 F7
F7 F6
F6 F5
0.65 0.065 O.221 5-41 6.53 0 . 4 -2 577.15 576.57 76.58 0,013 ... 7 6 15 S.G. 4.13 0,31,
0.26 0.65 0.169 1,017 5.72 6.43 1.09 6. 954 576.47 575.18 236.11 0.013 0,55 24 1 16,72 4.57 0.86 flow from F8-1
U6 O�65 0,234 1. 25 1 5M8 6,18 1, 451- 7-73 575M 574,58 99M 0.013 0,50 24 16�01 5A4 0,34
0.00 0-00 0.000 1 251 6 - 819 6,10 0.00 7.63 574.48 573,81 135.30 0.013 01.50 24 15, 9 4.13 055
F5 F4
0.09 0.65 0 059 1-31 7-44 9.95, 0.,',:: 7,79 57171 57100 140.69 0-013 0.50 24 17x,(':7 4,57 1111511
F4 P3
0.20 0.65 ,03.130 1 4140 7.95 5,82 O 70 8,38 572.90 572-35 109.33 O.013 10.50 24 16,05 5.44 C. 3
F3 F2
F2 F1
0.34 0,65 0.221 .Wl 3.2:5 5.14 7 9-54 1 572,25 571,70 109,83 0,013 11.50 24 16,C1 4,57 >3.^C- - - -------- - ---
0A9 0.65 0.3119 2,735 8-68 5535 1.80 .5.4 s9 1 571.60 571.50 17.00 0.013 0:59 24 17,35 5.44 0J05 flow from F2-1
3.50
F13-3 F8-2
0.42 0.85 0,357 0,357 5M &67 2,38 .38 579.80 578.10 142,27 0.013 1.1 15 7.06 10,19 0.23
F8-2 F8-1
-2,
0,08 4,90 4.072 0,429 `5 - z3 6.59 2,83 578,00 577,36 6100 0.013 1,02 15 e,7.;01 5.69 0A8 includes roof 131
178-1 FB
0,22 0.90 0.193 0,627 5A2 6.53 1 �29 4.09 577.26 576,57 69.00 U13 1,00 18 10, 501 4.41 ,_6 in1cudes roof 62
172-2 F2-1
0.54 0,85 0A59 0,459 5.00 6,67 3-.,06- 3-J'06-- 79M 578.10 94.22 0,013 1 � 8 ") 15 &0F3 1019 0,15
172-1 F2
OM 0-90 0,297 0.756 5.15 6.61 1.96 5.;00 578.00 574.60 73,16 0.013 4 66 15 13. CIQ 5.69 021 inicudes roof B3 & 134
Pipe run: H
H2
H1
maolmrow,
1 572.18 1 571,50 1
65,75 0.013
1 1
6 . 55 7 10.86 C3 i31
Pipe run: X (townhouse roof drain)
X2
xi
0.07
13,90
10.063
0. 63
�50-
42
1 573.00 1 571.50 1
188,00 0.013
50m
LF OF
24" HDPE ig
f-0 0 . %
Pipe run: J
----- - -- - -- -�-22 422 555,00 554.00 98-15 0.013 1 1.02T x.u<^ 0, a 0,635 5M 6, 6 7 15
J2 1.15 m 3,-3
Pipe run: ROOF
roof # 1
0,09 0.90 0.081 0,081 5,00 6.67 0-54 0, -54
0.013 I,rJO 8 1,21 5.00 lax"o
roof #2
roof # 3
0,09 0,90 0, 81 0, od, 1 5.00 6 , -501, 0,54 0.64
0,09 0.90 0.081 0.081 5-00 6.67 0,54 0.54
0.013 1M 8 1"! 5.04 0,00
0.013 1.00 8 1.21 5.00 G'00
roof # 4
0.49 0-90 0.061 0 0811 5.00 6.07 0,54 0.54
0.013 1,00 8 1-21 5,00 0.r;o
roof # 5
4A2 0.90 0.108 0,108 5-00 6.67 0.72 0. -72
0.013 1-00 8 1.21 5,00 (1-00
roof # 6
0,12 090 0A08 0. 1;98 0 0 67.7 0.72 0.72
15" HDPE @
0,013 .00 8 1 1.21 5.00 0_00
roof # 7 & 8
0.22 0.90 0A98 QA 9& 5{i0 6,6? 1-a r 1,'-',2
0.913 1,00 12 3.56 5,00 (100
roof # 9
0.30 OM 0,270 0,270 5M 6.6)7 1.80 1. 80
4.013 1.00 12 3, 5 5.00 4.)_1;0
Trench Drain
0.06 0,80 &048 0,048 5.030 6657 O.32 032
0.013 1,00 12 ;3.56 5.00 1100
f
COORDINATE OFF-SITE
TO 0 ROA�
CONSTRUCTIONSCH EDULE TOl
MININMIZE DISRUPTION OF
HERITAGE HALL INGESS/EGRESS
RESTORE PAVEMENT AFTER
CONSTRUCTION (D
\sem
4
r 77'
SD 15" HDPE
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1. ALL WATERLINESHALL BE CLASS 52 DUCTILE IRON PIPE.
2. ALL WATER SERVICE CONNECTIONS SHALL BE TYPE' K COPPER TUBING.
3. THE MINIMUM VERTICA� SEPARATION BETWEEN STORM PIPES AND WATERMAINS IS 12".
4. THEMINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWERAND WATERLINE IS 18".
570 590 ` ...... _ _. 5...3MINIMUM-COVER-REQUIRED-OVER CENTERLINE OF PIPE. .... __..... _
I EXISTING GRADE
t T MIN. !
COVER PROPOSED GRADE--\
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
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1. ALL WATERLINE SHALL BE CLASS452 DUCTILE IRON PIPE.
2. ALL WATER SERVICE CONNECTIONS SHALL BE TYPE K COPPER TUBING. I
3. THEMINIMUM VERTICAL SEPARATION BETWEEN STORM PIPES AND WATERM�AINS IS 12".
4. THEMINIMUM VERTICAL SEPARATION BETWEEN; SANITARY SEWER AND WATERLINE IS 18"
5.3' MINIMUM_-COVERT-REQUI-RE.D-OVER-CENTERLINE OF...PIPE. --_ s 590
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4. THEMINIMUM VERTICAL SEPARATION BETWEEN; SANITARY SEWER AND WATERLINE IS 18"
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FOR ALL BENDS FOR TEE OR WYE FITTINGS
WIDEN TRENCI
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ANCHOR IF
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IN
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SECTION 1-1 SECTION 2-2
PIPE !DEGREE BEND DIMENSIONS VOL. I TEE AND PLUGS VOL.
SIZE OF (FEET) CU.YD. (FEET) CU.YD. ;
....._ .----------
BEND L... H T 1 I LH T
90 2.50 ( 2.50 3.01 0.24
4" & 6 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 j 0.15
i 221/2 1.50 ( 2.00 2.52 0.10 ! I
11 1/4 1.50 2.00 2.50 0.10
90 j 3.66 j 3.16 3.21 0.48
8„ 45 2.66 2.66 2.77 1 0.26
221/2 i 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32
111/4 i 166 i 216 2.67 0.13 j I
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90 4.83 3.83 3.42 0.83
110" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52
221/2 2.33 2.58 2.86 0.24
111/4 1.83 2.33 l2.84 0.18
- - --._
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE: CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
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.
1 CONCRETE THRUST BLOCKS
14% SECTION
s
GOOD FOUNDATION MATERIAL
* STABLE SOIL
INITIAL BACKFILL
ROCKY FOUNDATION MATERIAL
• 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
ROCK
DDING
TONE
UNDER -CUT CONDITION
'INITIAL BACKFILL '
24"MIN 24"MIN
MI
UNSTABLE 81,8111, 8" 8" 1I
SOIL
MI MI `M1 #68 STONE
. -#68 STONE
STABLE SOIL OR ROCK STABLE SOIL OR ROCK
NOTE:
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
14) DETAIL
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FIG. W-5 TD -17
TD -18 CLOW: MEDALLION NOTE: HYDRANT MUST BE FIG. W-4
KENNEDY: GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES- NOTES:
M&H: MODEL 129 VILLE THREADS WHICH IS 1. SURROUND WEEP HOLES WITH GRAVEL AND
1 OR APPROVED EQUAL THE LOCAL STANDARD. KEEP FREE OF CONCRETE.
PLACE 5' GALV. " WITNESS" POST PAINTED )-- i- LENGTH OF BRANCH VARIES 2. MAINTAIN A T MIN. COVER FROM THE MAIN TO
BLUE TO INDICATE VALVE LOCATION AS 6' MIN 2' TO 10' THE FIRE HYDRANT( INCLUDING DITCHES)
DIRECTED. MARKER LOCATION MAY BE SUBJECT (2700
C) > F 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE
' TO HIGHWAY DEPARTMENT APPROVAL. FIRE HYDRANT AND VALVE BOX.
7 CU. FT. I 18 f VALVE BO
GRAVEL I d 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR
/
FINISHED GRADE r; r, \ t I r BEHIND THE DITCH. IT IS NOT ALLOWED IN THE
S ., i / .....::: a DITCH.
36' IN i " : t 6" GAT
5. FIRE HYDRANTS SHALL BE INSTALLED AT
E
i . VALVE
LOCATIONS WHERE WEEP HOLES ARE ABOVE
THE PREVAILING GROUNDWATER ELEVATION. IF
TEE
- ( REQUIRED TO BE IN WET AREAS, THE WEEP
HOLES SHALL BE PLUGGED AND THE HYDRANT
2500 P.S.I. CONCRETE - EI SHALL BE PUMPED DRY.
O BASE AND THRUST ry ;
r I >r BLOCK AGAINST
I ADJUSTABLE VALVE BOX W/ LID UNDISTURBED STABLE
SOIL.
I € BINGHAM & TAYLOR FIG. NO. 4905 STEEL PILE
L (SCREW TYPE) OR APPROVED EQUAL 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
THREADED RODS IN ADDITION TO POURING
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
TYPICAL FIRE HYDRANT ASSEMBLY
y
IM.J. GATE VALVE
ITT
I I
2500 P.S.I.
CONCRETE `' r 2'x 2' BEARING AREA
THRUST BLOCK
NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
("_2TYPICAL GATE VALVE
U-002 14 DETAIL
N.T.S.
FIG. W-2 FIG. W -7C
TD -13 TD -23
U-012
N.T.S.
Z
v
60"
36"
Ilk
z 17.5"
(22.5" FOR
COMPOUND METER)
ti
M
z WINGNUT LOCKING ASSEMBLY
CV
14 DETAIL U-004
N,T.S.
FIG. W-7 COVER LIFT NOTCH
TD -20 � 141/2"
123/8'.
WATER
CAST IRON LID
NOTES:
1. UNPAVED 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
2200 SERIES
PIPE SLOT
(2 PLACES)
4 TYPICAL METER BOXES (5/8" - 1" METERS)
" TYPE "K" -
'OFT COPPER
1"x1"x1°' TEE
NOTE:
NO SWEATED FITTINGS
DUAL SERVICE
V TYPE "K"
SOFT COPPER
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
0
0
1" COMPRESSION x 3/4" MALE PIPE COUPLING
OR APPROVED EQUAL
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL
RESIDENTIAL AND IRRIGATION SERVICES.
1" COMPRESSION x 3/4" MALE PIPE
COUPLING OR APPROVED EQUAL
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERE AN
IRRIGATION METER IS NOT PROVIDED.
5 TYPICAL SERVICE LATERAL INSTALLATION
U-003
CAST IRON LID
DETAIL
U-018
FINISHED GRADE
-
all=III111111III[ ill
„
U-010
III=
AIR RELEASE VALVE,
,;,�1 1-1 ,i_III
1-1 1 1-1 1 1-1
!-
1/4 BEND COUPLING (IF REQUIRED) -III
10"-15"
I- BROOKS 2200 SERIES BOX WITH
III:
MUELLER NO. H-15069 1") LOCKWING I I-
N.T.S.
NO. 200C (2") OR APPROVED EQUAL
-
EXTENSION OR APPROVED EQUAL
IN UNPAVED AREAS
NO. H-15068 (1 1/2", 2") BALL -) I
DRAIN TO GRADE
3) IN SITUATIONS WHERE THE A.R.V.
IF POSSIBLE
ASSEMBLY CANNOT BE OFFSET FROM THE
FORD NO. L02-44 ((1 ") VALVE
MAIN AN ADEQUATE FOUNDATION SHALL
" --
BE INSTALLED SO THE WATER LINE DOES
BRICK SUPPORTS OR
OX/
SOLID CEMENT BLOCKS
NO. L02-66
NO. L02-77 2") (INLET &(�
--
OR APPROVED EQUAL OUTLET)
COPPERSETTER (PLACED ON STONE)
All
II
I
McDONALD 20-209 WWDD 33 OR
36" IN. I II I
I II I
APPROVED EQUAL
aaaaI I
�d °ve:
METER
4" STONE
BRICK AS
CORPORATION STOP (11, 1 1/2", 2") BEDDING
NECESSARY
MUELLER NO. H-15000
FORD NO. F-600, OR
APPROVED EQUAL
5 TYPICAL SERVICE LATERAL INSTALLATION
U-003
14
DETAIL
U-018
14
DETAIL
U-010
N.T.S.
AIR RELEASE VALVE,
EQUAL, SHALL BE USED.
N.T.S,
2) FOR WATERLINES SMALLER THAN 12" USE
NO. 200A (1 "), NO. 145C (2"),
N.T.S.
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 41.
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.
TYPICAL METER VAULT (2" METER)
14 % DETAIL
CERTIFICATION OF 95%
COMPACTION REQUIRED
GALVANIZED STEEL
W12 X 14 (MIN. SIZE
T MIN. PENETRATION INTO L
SOIL, OR AS APPROVED BY
SERVICE AUTHORITY.
SIDE VIEW
4' MINIMUM
M
8 TYPICAL THRUST BLOCK IN FILL AREA
U -027.T
.S. X14,% DETAIL
N.T.S.
5°
SIZE BRANCH
VALVE THE SF
WATER MAIN
WATER
rvv VMLVC
TO TEE (COAT RODS WITH BITUMINOUS PAINT)
ON-LINE
(TYPE "B")
VARIES THREADED COUPLING
PVC NIPPLE AND CAP
PVC SLEEVE or
BRASS NIPPLE AND CAP
o LUBRICATE ALL THREADS
THRUST BLOCK 4D
�.- METER BOX (SEE FIG. W-7)
VALVE BOX
NO. 57 STONE
M.J. FITTING
2" PIPE SLOPED
TO DRAIN IF
- GRADE ALLOWS
VARIESVARIES 2" GALV. OR BRASS
PIPE
2" THREADED TAP
PLUG
DEAD END '
(TYPE "All)
9 BLOW -OFF ASSEMBLY
14 TYPICAL
N.T.S.
.S.
NOTES:
FIG. W-9
1) A PRECAST MANHOLE CONE AND COVER
TD -27
WITH WATER CAST ON LID, OR APPROVED
AIR RELEASE VALVE,
EQUAL, SHALL BE USED.
APCO MODEL NO. 143C (1"),
2) FOR WATERLINES SMALLER THAN 12" USE
NO. 200A (1 "), NO. 145C (2"),
A V A.R.V. AND FITTINGS. FOR WATER
NO. 200C (2") OR APPROVED EQUAL
LINES 12" AND LARGER USE 2" A.R.V. AND
BRASS OR BRONZE PIPE
FITTINGS.
DRAIN TO GRADE
3) IN SITUATIONS WHERE THE A.R.V.
IF POSSIBLE
ASSEMBLY CANNOT BE OFFSET FROM THE
MAIN AN ADEQUATE FOUNDATION SHALL
" --
BE INSTALLED SO THE WATER LINE DOES
BRICK SUPPORTS OR
OX/
SOLID CEMENT BLOCKS
FIG. W-8
TD -16
U-014
N.T.S.
FINISHED GRADE
.. ,
NOTES:
!'
1) A PRECAST MANHOLE CONE AND COVER
WITH WATER CAST ON LID, OR APPROVED
EQUAL, SHALL BE USED.
2) FOR WATERLINES SMALLER THAN 12" USE
A V A.R.V. AND FITTINGS. FOR WATER
BRONZE GATE
LINES 12" AND LARGER USE 2" A.R.V. AND
VALVE
FITTINGS.
3) IN SITUATIONS WHERE THE A.R.V.
-„-;,
ASSEMBLY CANNOT BE OFFSET FROM THE
MAIN AN ADEQUATE FOUNDATION SHALL
" --
BE INSTALLED SO THE WATER LINE DOES
NOT SUPPORT THE MANHOLE CONE.
CRUSHED STONE
"--TYPE "K" SOFT
COPPER
CORPORATION STOP,
MUELLER NO. H 15000
OR APPROVED EQUAL
1 p AIR RELEASE VALVE (ARV)
14 % DETAIL
U-022
N.T.S.
L.L.
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REVISIONS:
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1.
Waterline Details
NOTES:
1. ALL PVC SANITARY MAINS, TO BE SDR 35�PVC.
t ._......_ _ ..
600 _ _.._ ..........._ _._ ........_-__R----
2. ALL DIP SANITARY MAINS TO BE CLASS 1 DIP.
3. THE MINIMUM VERTICAL SEPARATION FROM STORM DRAIN LINE IS 1
4. THE MINIMUM VERTICAL SEPARATION FROM WATERLINE IS 18".
15. MAINTAIN 3i' MINIMUM COVER.
i
5901
er �-
SS-EX1 (BRKMRCR-1-2) SS-ZA2
STA 10+00 STA 11 +73.13
SS-ZA3
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S A 13+29.66
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570
MANHOLE i
MANHOLE
A
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RIM 549.281 RIM 548.62
i
RIM 547.84
INS. IN 546.53
INV. IN 541*75 1 INV. IN 543.23 j
/NV. OUT 541.29(EX..) INV. OUT 543.3
INV. IN 543.81
INV. OUT 543.61
INV. OUT 546.33
I
SS-ZA1
j
EXISTING
I STA 0 8
1
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RADE i
MANHOLE62.4
I
-
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i j INV. IN 546.14 (B -DROP)
�, d
i
INV. IN 542.34 (2-8")
/
2' ± -�
i INV. OUT 542.14 j
J
SEPARATIONS
I i
550
INV. OUT 5,42.14
°
4l
LF
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_ L58.8
LF OF
164.91
-z
106.65 LF OF 8" PVC @ 0;.65%LF OF
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SS-ZB1
WE
F -
10+00 11+00
SANITARY SEWER 'A'
SCALE H: 1" = 50' V: 1" = 10'
12+00 13+00
z.
14+00
... _.
I I I 55�cH-�
SS-ZA6 ( STA 18+80.61
STA 16+50.32 MANHOLE
MANHOLE RIM 588.60
RIM 570108 INV. IN 582.80 (2 4" LATS)
INV. IN 661.08 (2 - 6" LATERALS) INV. OUT 582.60
INV. IN661.08 A
.08..(C)...... _ _ _------.... ........... ___. _...._ ..
INV. OUT 560.88
PROPOSED
SS-ZA5 G',RADE SEPARATION
STA 14+9$.57
MANHOLE---.-_...___.____ .. ........ .._-- ___._.._._ .__.._.__._ �.__ _ ._.__.... __ __ _- _. _____
i RIM 559.76
INV. IN 550.75 (6" LAT.)
INV. IN 55 .75 (8") j 9'
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I i � 2g
i
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i
4.Q'± SEPARATION
i SEPARATION
SEPARATION��°
15+00 16+00 17+00
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(....__.)
LO
co
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i
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jONAL
_.
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RIM 554.67
INV_ IN 550 67 DROP
(....__.)
RIM 577.77
INV. IN 71 9 )...
_.......
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_
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o y
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43.56 LF OF 8"
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INV. IN 547.87
INV. OUT 571.77
j
4,211
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55
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EXISTING
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NOTES:
530
i1. ALL PVC SANITARY MAINS TO BE SDR 35 PVC.
1
E i
2. ALL DIP SANITARY MAINS TO BE CLASS 51 DIP.
I
3. THE MINIMUM VERTICAL SEPARATION FROM STORM DRAIN LINE
IS 12".
4. THE MINIMUM VERTICAL SEPARATION FROM WATERLINE
IS 18".
!
5. MAINTAIN 3' MINIM M COVER. '
10+00
11+00 12+00
13+00
SANITARY SEWER 'B'
SCALE H: V=50' V: 1"=
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ZP3 I MH 582.25 1 578.25 578.05
,PRIVATE) 320.40 LF OF 8" PVC @ 1.16 %
ZP2 MH 582.17 574,37 574.17
;PRIVATE) 61.65 LF OF 8" PVC @ 11.31 %
Z I MH 573.10 567,20 563.00
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,PRIVATE) 320.40 LF OF 8" PVC @ 1.16 %
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FIG. S -I -A
TD -1
FRAME & COVER
(SEE FIG. S-I-D,E)
SLOPED AREA-----*'
"WEDG-LOK" TYPE
RUBBER COATED STEEL
STEPS OR APPROVED
EQUAL CAST IN PLACE
PRECAST REINFORCED
CONCRETE SECTIONS
"O" 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
314 DIAMETER OF�
CONTRIBUTING
SEWER.
A FILLETED INVERT FOR A SMOOTH
TRANSITION OF FLOW BETWEEN Q
INLET & OUTLET PIPE SHALL BE
PROVIDED.
NOTES:
2-0"
12" MIN.
16" MAX
i'
4'-0°
STREET SURFACE OR
—NON -PAVED AREA
V-0" MAX
T-0" MIN.
VARIES
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
1 BRANCH TIE-IN
16 SECTION U-005
N.T.S.
■
12'
FIG. S -I -B
TD -2
:ONC. BASE
-I SLOPED TO FLOW
VEL 1/4": V MIN
-..
BRANCH
NOTE:
ALL CONNECTIONS TO
EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
FLEXIBLE CONNECTION J CONNECTION "BOOT "
WITH STAINLESS STEEL INSTALLED
BAND OUTLET
B TYP. MANHOLE PLAN SHOWING BRANCH TIE-IN
22DETAIL - PLAN VIEW U-006
N.T.S.
t NOTES:
% 1.OPEN CUTS IN PAVED AREAS
l WITHIN EXISTING VDOT RIGHT-
OF-WAY SHALL BE BACKFILLED
REMAINING BACKFILL SHALL ENTIRELY WITH NO. 21A STONE.
NOT CONTAIN ROCK MATERIAL
'! 36"MIN LARGER THAN 6" IN ANY 2.FOR DUCTILE IRON PIPE THE
'S, DIMENSION
BOTTOM OF THE TRENCH SHALL
24"MIN BE SCRAPED AND COMPACTED,
INTIAL BACKFILL* AND ALL STONES REMOVED OR
8"MIN (6" LIFTS) A 4" BEDDING OF NO. 68 STONE
EMBEDMENT * THOROUGHLY COMPACTED
SHALL BE PROVIDED.
Mw. BY HAND OR APPROVED
SPRING LINE MECHANICAL TAMPER 3.WHERE ROCK IS ENCOUNTERED
OF PIPE I 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
REQUIRED WHEN SOIL
X %; "r ' CONDITIONS ARE UNSTABLE
;(ALL PIPE)
TYPICAL SEWER PIPE INSTALLATION
(�_2 IN TRENCH
16 SECTION
U-016
N.T.S.
FIG. S-2
TD -6
NOTES:
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.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT).
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET.
I�I>•1[•�T:IIrIe3til�lilf
SECTION
45°
2' MIN.
SALT —�
TREATED
2x4
MARKER
PLUG END OF
SERVICE LATERAL
I
I
IN LINE WYE -TEE
PLAN
VARIES
3 SEWER SERVICE LATERAL CONNECTION
1s DETAIL
FIG, S-4
TD -8
PROFILE
SPACING SPACING SPACING
O
Z D.I, PIPE
N
z ANCHOR NO. 1 AT
FIRST JOINT ABOVE
U-011
N.T.S.
ANCHOR EXTENDS INTO SIDE OF DITCH r MANHOLE.
DITCH [ 6" MIN.
LINE %
I 24'
VARIES D.I, PIPE ( 6
GRADE SPACING
„:- 20% TO 35% NOT OVER 36'
12" 2500 PSI CONCRETE :_._:_ 35% TO 50% NOT OVER 24'
50% OR GREATER NOT OVER 16'
PLAN
TYPICAL ANCHOR DETAIL FOR
5 SEWERS ON GRADES OF 20% AND GREATER
16 PLAN, PROFILE .-021
N.T.S.
FRAME & COVER
0.2
B
12"
- .. ze
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
1 BRANCH TIE-IN
16 SECTION U-005
N.T.S.
■
12'
FIG. S -I -B
TD -2
:ONC. BASE
-I SLOPED TO FLOW
VEL 1/4": V MIN
-..
BRANCH
NOTE:
ALL CONNECTIONS TO
EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
FLEXIBLE CONNECTION J CONNECTION "BOOT "
WITH STAINLESS STEEL INSTALLED
BAND OUTLET
B TYP. MANHOLE PLAN SHOWING BRANCH TIE-IN
22DETAIL - PLAN VIEW U-006
N.T.S.
t NOTES:
% 1.OPEN CUTS IN PAVED AREAS
l WITHIN EXISTING VDOT RIGHT-
OF-WAY SHALL BE BACKFILLED
REMAINING BACKFILL SHALL ENTIRELY WITH NO. 21A STONE.
NOT CONTAIN ROCK MATERIAL
'! 36"MIN LARGER THAN 6" IN ANY 2.FOR DUCTILE IRON PIPE THE
'S, DIMENSION
BOTTOM OF THE TRENCH SHALL
24"MIN BE SCRAPED AND COMPACTED,
INTIAL BACKFILL* AND ALL STONES REMOVED OR
8"MIN (6" LIFTS) A 4" BEDDING OF NO. 68 STONE
EMBEDMENT * THOROUGHLY COMPACTED
SHALL BE PROVIDED.
Mw. BY HAND OR APPROVED
SPRING LINE MECHANICAL TAMPER 3.WHERE ROCK IS ENCOUNTERED
OF PIPE I 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
REQUIRED WHEN SOIL
X %; "r ' CONDITIONS ARE UNSTABLE
;(ALL PIPE)
TYPICAL SEWER PIPE INSTALLATION
(�_2 IN TRENCH
16 SECTION
U-016
N.T.S.
FIG. S-2
TD -6
NOTES:
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.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT).
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET.
I�I>•1[•�T:IIrIe3til�lilf
SECTION
45°
2' MIN.
SALT —�
TREATED
2x4
MARKER
PLUG END OF
SERVICE LATERAL
I
I
IN LINE WYE -TEE
PLAN
VARIES
3 SEWER SERVICE LATERAL CONNECTION
1s DETAIL
FIG, S-4
TD -8
PROFILE
SPACING SPACING SPACING
O
Z D.I, PIPE
N
z ANCHOR NO. 1 AT
FIRST JOINT ABOVE
U-011
N.T.S.
ANCHOR EXTENDS INTO SIDE OF DITCH r MANHOLE.
DITCH [ 6" MIN.
LINE %
I 24'
VARIES D.I, PIPE ( 6
GRADE SPACING
„:- 20% TO 35% NOT OVER 36'
12" 2500 PSI CONCRETE :_._:_ 35% TO 50% NOT OVER 24'
50% OR GREATER NOT OVER 16'
PLAN
TYPICAL ANCHOR DETAIL FOR
5 SEWERS ON GRADES OF 20% AND GREATER
16 PLAN, PROFILE .-021
N.T.S.
3/4 DIA OF LARGEST
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.
4 \TYPICAL MANHOLE WITH DROP CONNECTION
1s DETAIL
u
East Jordan Iron
Works 00104316
l:I
(4) 1" (25mm) DIA HOLES
ON 32 3/4" (834mm) DIA
BOLT CIRCLE.
1"
2" (51mm) LETTERS
(RECESSED FLUSH)
_(2) CLOSED
PICKHOLES
1 1/2"
[38mm]
/ (2) CORED
PICKBARS
1 1/8" (29mm) DIA BOSS
271/2" DIA 1 1/2"
[699mm] [38mm]
_
261/4" DIA 7
[667mm] --� [178mm]
26"
[660mm]
1/4" (6mm) DIA
24" DIA I NEOPRENE GASKET
f� [606mm]=d 1 /. rte;
f,
28 7/16" DIA �I 6/8"
[722mm] [16mm] 23"
[584mm]
36" DIA
[914mm] 25"
[635mm]
FRAME SECTION O.D. OF GASKET GROOVE
SECTION
U-008
N.T.S.
1 112"
[38mm]
3 1/8"
F [79mm]
6 TYPICAL MANHOLE FRAME & COVER
16') DETAIL U-007
N.T.S.
2
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U
FRAME & COVER
0.2
B
SEE FIG. S -I -D, E
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STREET SURFACE OR
J-
NON -PAVED AREA
SLOPED AREA
,
- , .
� ro
m E
V 2'-01 "WEDG LOK" TYPE RUBBER COATED
1'-0" MAX'
tet;.,
STEEL STEPS OR APPROVED EQUAL
- i I
CAST IN PLACE
-0
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PRECAST REINFORCED CONCRETE
It W
0
Q -j
SECTIONS WITH "O" RING SEALS
f
-
; OR APPROVED EQUAL
j`
Nc:
3'-0" MIN
"
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THE DROP CONNECTION SHALL BE
cu o
DUCTILE IRON PIPE (CLASS 50)
� c
- o
5"
BACKFILLED IN 6" LAYERS AND
—
COMPACTED BY HAND TAMPERS OR
12" MIN
- . BACKFILLED WITH SELF -COMPACTING
16"
MAX
- STONE.
511
N
O N
ZONAL
j
MINIMUM ELEVATION DIFFERENCE
12"MIN
V RI ES
12"MIN
ACROSS M.H. FROM INLET TO
OUTLET SHALL BE 0.20 FEET
E o
A FILLETED INVERT FOR A SMOOTH
o E
TRANSITION OF FLOW BETWEEN
'Al
INLET & OULET PIPE SHALL BE
A 11
6
PROVIDED.
n
3/4 DIA OF LARGEST
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.
4 \TYPICAL MANHOLE WITH DROP CONNECTION
1s DETAIL
u
East Jordan Iron
Works 00104316
l:I
(4) 1" (25mm) DIA HOLES
ON 32 3/4" (834mm) DIA
BOLT CIRCLE.
1"
2" (51mm) LETTERS
(RECESSED FLUSH)
_(2) CLOSED
PICKHOLES
1 1/2"
[38mm]
/ (2) CORED
PICKBARS
1 1/8" (29mm) DIA BOSS
271/2" DIA 1 1/2"
[699mm] [38mm]
_
261/4" DIA 7
[667mm] --� [178mm]
26"
[660mm]
1/4" (6mm) DIA
24" DIA I NEOPRENE GASKET
f� [606mm]=d 1 /. rte;
f,
28 7/16" DIA �I 6/8"
[722mm] [16mm] 23"
[584mm]
36" DIA
[914mm] 25"
[635mm]
FRAME SECTION O.D. OF GASKET GROOVE
SECTION
U-008
N.T.S.
1 112"
[38mm]
3 1/8"
F [79mm]
6 TYPICAL MANHOLE FRAME & COVER
16') DETAIL U-007
N.T.S.
2
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Lic. No. 35326 W
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SCALE: As Shown
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ISSUED: 6 Feburary 2017
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REVISIONS:
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02-08-17, BOS ACTION
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'COUNTY CALCULATIONS:
TREE CANOPY (REQUIRED BY ZONING):
A. REQUIRED: Acres
Site Acreage: 6.625
Farmland Credit: 0.000
Recreational Credit: 0.000
Open Space Credit: 3.175
Public Land Credit: 0.000
School Recreational Areas Credit: 0.000
Open Space Amenity Credit: 1.500
Preservation Credit: 0.000
Agent Approved Credit: 0.000
Basis for Canopy: 7.322
Equation:
Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy
Al. Basis for Canopy ('A' above) 7.322
Min. Tree Canopy Requirement: 15%
(see Section 32.7.9.9.b)
Total: 1.10
Equation:
Basis for Canopy X Minimum Tree Canopy Requirement for project = Total
B. PROVIDED: Acres
Preserved Area: 1.50
Bonus Factor 1.25
Total: 1.875
Equation:
Preserved Area X Bonus Factor = Total
C. BALANCE: Acres
Tree Canopy Required (Al): 1.10
Tree Canopy Preserved (B): 1.875
Additional Canopy Required: -0.775
Note:
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.
Equation:
Tree Canopy Required - Tree Canopy Preserved = Additional Canopy Required (If Needed)
Open Space and Preserved Area are one in the same for this project.
ADDITIONAL REQUIREMENTS:
5% of Paved Area:
Paved Areas: 121,505 sf (2.79 Ac)
Required: 6,075.25 sf (.14 Ac) / 50 sf = 122
Proposed: 190 Trees (includes all shrubs adjacent to travelways/parking areas and the existing trees
being saved)
Parking Lot Trees:
Total Spaces = 229
Required = 23
Provided = 27 + all the existing mature trees being saved
1/10 spaces required
Screening:
As Shown on plans via evergreen plantings.
ARB:
Frontage = 494.70'
Required Street Trees = 14 (495/35)
Provided Street Trees = 11 + additional plants and site elements
Ein
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SUPPLEMENTAL PLANT LIST (NOT REQUIRED) PLANT LIST (REQUIRED) LANDSCAPE NOTES:
'L.GAICI
,.'71.tICIFiFtrt,FVCin IC
�4r e)14IF9{L,i {F'�CI{{IC
s.(UtSi ltily
_'v e{III.JC{=r'7Cit�l li,-R.,Vt; g.sV{ni11CrIS,�.:
AJ
Acer palmatum var. atropurpureum'Bloodgood'
`Bloodgood Japanese i+lrapie
1
2-2.5" B&B
. Multi{ -trunk (3-5 trunks); dense, uniform branching
AP
Acer griseurn
F
Pa erbark Maple
P P
7
2-2.5 B&B
Straight trunk, branchia begins at 3 , balanced head
g 9 9
Bi
Buxus sinica var. insular is 'Justin Brouw ers'
Justin Brouw ers Boxw ood
15
3' B&B
All plants from one source; healthy calor; balanced form; S O.C.
BW
Buxus sinica var. insularis 'Wintergreen'
Wintergreen Boxwood
48
3' B&B
All plants from one source; healthy coto.G balanced form; 3' Q.C.
CN
Camellia japonica 'Nuccio's Gem'
Nuccio's Gem Camellia
55
3 G
Alt plants from one source; healthy color; balanced form; S Q.C.
LSE
ar o teris er throsora
Autumn Fern
413
1 G
Dense form; healthy color; uniform aranchin ; 15' C.C.
HIM
Hemerocallis 'Stella d'Oro'
Stella d'Oro Dayfily
50
1 G
Dense formm'good color; well rooted inpot; 18" Q.C.
HQ
Hydrangea uercifolia' lice;
Alice Oakleafi Hydrangea
16
3 G
Dense Ectal good color. w ell ranted in pot, 4 Q,C,
A
Rex attentuata 'Fosteri'
Foster #2 Holly
3
6-7' B&B
Full to ground; dense branching, straight, pyramidal form
LM
Uriope muscari'Variegata'
Variegated Liriope
120
4" QT
Dense form; good color; well rooted in pot, 18" Ot C,
PG
Pennisetum alopecuroides
Fountain Grass
50
3 G
All plants from one source; healthy color; balanced form; 3' O.U.
PPT
Pachysandra terminalis
Japanese Pachysandra
345
4" QT
Dense form; good color; well rooted in pot; 18" O.G
VB
Viburnum plicaturn'Triurrph'
Triumph Viburnum
14
3 G
Llense form; healthy color; uniform branching; 4'0,C,
7
Label
_
cICntilCNSne
ComncnNme
,QuantityCaliper,
Heiht,
Root
CommentsntsLa
1.
SEE SHEET 18 FOR LANDSCAPE DETAILS, PLANT LIST
AA
Arnelanchier arborea'Autumn Brilliance'
Autumn Brillance Serviceberry
12
1.5-2"
6&B
Miulti-trunk (3-5 trunks); dense, uniform branching
AND/OR ADDITIONAL NOTES.
AC
Acer rubrum'Oc ober Glory'
t y
October Glory tv
toy �ple
13
2,5-3
B&B
:Straight trunk, branching begins at 4 ,balanced head
0
_-
_
_
��
SCALE: 1 3 0'
_ _. _ _
ISSUED: 6 Feburary 2017
ANTS INDICATED WITH ■ ARE RE SUPPLEMENTAL
O
BJ
Buxus sinica var, insularis Justin L3rau'1"� ars`
Justin Brouw ors Boxwood
49
_ 3'
B&B
All plants from one source; healthy color; balanced form; 3' O.C.
" - ""..
a
AND NOT REQUIRED B T
Q Y HE COUNTY FOR FINAL SITE
BW
Buxus sinica var. insularly `4 nte;girean`
Wintergreen l3oxwv ood
21
3'
8&B
Ail plants fromone source; healthy color; balanced form; Y Q.C.
PLAN APPROVAL.
CC
rcis canadensis
Eastern Redbud
2
1.a-2"
B&B
B&B
Ig branching begins at 2'; balanced head
CD
Cedrus deodara
Deodar Cedar
3
7-8'
B&B
Full to ground; dense branching, straight, pyramidal farm
3.
SEE SHEET 19 FOR PHOTOMETRIC PLAN AND SHEET 20
_.
FOR LIGHTING D ETAILS.
CF
Cornus florida'C;herokee Chief'
Cherokee Chief Dogwood
10
1.5-2"
8&S
Straiight trunk; branching begins at 2% balanced head
CJ
;Crypto{rer{a a on ca YoshFno
i p
Yoshtnca Japanese CryptoinerFcl
ri p
c8
6-i
B&B
Pull to ground; dense branching, straight, pyramidal farm
4.
ALL PLANTS SHALL BE MAINTAINED IN A MORE OF A
CK
Cornus kousa 'Stellar Fink
Stellar link Kousa Dogwood
9
1 5-2"
B&B
Straight trunk; branching begins at 2'; balanced head
NATURAL GROWTH STATE. NO SHEARING! NO
DO
s
Narcissus x'ariton' (Large -cupped)
Carlton Daffodil
975
bulb
Free of rot & disease; placed randomily
BUTTERBALL HEDGES. ALLOW THE PLANTS TO
Pother ills gardenii'lft: Air
Airy Dwarf Fof ergiIia
6
3G
form, healthy color, uniform branching; O.C,FC
GROW TOGETHER AND SHAPE/THIN AS NEEDED ONCE
HEDGES AND BEDS FILL IN.
HQ
Hydrangea quercifolia'Alice'
Alio* Oakleaf i-Iydrangea
11
3 G
Dense forst; healthy color; uniform branching; 4'0,C.
LA
Rex attentuata'Fosteri°
Foster idolty
40
6.7,
B&B
Full to ground; dense branching, straight, pyramidal form
5.
ALL STREET TREES SHALL BE LIMBED UP TO ALLOW A
IB
;Ilex x meserveae'Btue lvhaid'
Blue Nl{id Holly
10
6-7'
B&B
bull to ground; dense branching, straight, pyramidal four{
MINIMUM OF T CLEARANCE TO ALLOW WALKABILITY
IL
Ilex glabra'Densa'
tensa Inkberry
131
24"
3 G
-Dense form; healthy color, uniform branching; 4' O.C.
ONCE PLANT IS ESTABLISHED 2-3 YEARS AFTER
PLANTING.
JS
Juniperus chinensis var. sargentii'Glauca'
Sargent Juniper
15
3 G
Cense form; healthy color; uniform branching, 4'0,C,
LM
l_iriope muscari'Variegata'
Variegated Linope
875
4" pot (1pint)
[dense farm; goad color; w ell rooted in pot; 18° O.C.
6.
PLANTS IN GROUPINGS (2+) SHALL BE CONSIDER
LS
Liquidanrbar styraciflua °Rotundiloha'
Rotundiloba Sw eet Gum
15
2.5-3"
B&B
; straight trunk; branching begins at 4'; balanced head
LARGE BEDS WITH SMOOTH MULCH. PLANTINGS
IVIG
Magnolia. grandiflora'Edith Bogue'
Edith Bogue Magnolia
14
74
B&61eant
Full to ground; dense branching, straight, pyramidal form
ALONG WOODED AREAS MAY USE NATURAL DETRIS AS
MULCHING. ANY INDIVIDUAL TREES SHALL BE
Ntl
Magnolia virginica'Austrialis'
- "
Australis Sw eetbay Wgnolia
a
7-B'
B&B/cont
`Full to ground; dense branching, straight, pyramidal for:rn
_ _
MAINTAINED WITH A 3' DIAMETER MULCH RING FROM
PA
Ikea abies
Norw ay Spruce
6
6-7'
B&B
„Full to ground; dense branching, straight, pyramidal form
TRUNK.
PX
Pony X'Eden's Perform'Eder's
Frfurrie Fong
39
2 G
Full in pot; free of rot & disease, 36"
OR
Quercus coccinea
Scarlet Oak
10
2.5-3`
B&B
Straight trunk; branching begins at 4'; balanced heado
7'
CONTRACTOR SHALL TILL AND AMEND WITH
QS
Quercus shurnardii
Shurrard Oak
3
2.5-3"
B&B
S,traight trunk; branching begins at 4'; balanced head
NUTRIENTS AND COMPOST ALL PLANTING AREAS
'
PRIOR TO PLANT(S) INSTALLATION TO ENSURE
QS1
Quercus shurrordii
Shurnard Oak
16
3.54°
B&B
Straight trunk; branching begins at 4'; balanced head
POSITIVE GROWTH DEVELOPMENT.
A
Rhododendron cataw biense var. alba
Alba Rhododendron
27
3G
Dense form; heafthy color; uniform branching', 4' O.C.
RC
Rhododendron cataw biense 'Purpur€urn Grandif,Forum'
Purpureum Grandiflorum Rhododendron
41
3 G
Dense form; healthy color; uniform branching: 4' O.C,
8.
OAKS AND OTHER APPROPRIATE SPECIES SHALL BE
TG
_
Thuja 'Green Giant'
_
Jelly Green Giant Arborvitae
28
5-6'
B&B/cont
_-_
; Pull to ground; dense branching, straight, pyramidal form
PLANTED AT THE OPTIMAL TIME (SPRING OR FALL IF
DUG) BUT NOT DURING LEAFING OUT
TH
Thuja occidentalis 'Emerald'
Emerald Green Arborvitae
37
5-6
B&B/cont
; Full to ground; dense branching. straight, pyramidal form
Ulnnus arvifolia 'Allee'
p
Allee Chinese P3rn
27
2.5-3"
B&B
trunk; begins a# 4', balancedhead
-Straight -branching g
9•
LANDSCAPE CONTRACTOR SHALL CONTACT
VB
Viburnurn plicatum'Triumph'
Triumph Viburnum
29
3 G
Dense farm; healthy color; uniform{ branchinrg; 4' O.C.
r
LANDSCAPE ARCHITECT PRIOR TO MAINTENANCE
VM
Vinca minor `Alba'
_
Common White Periwinkle
666
4" Qt'
.
Fuit in pot; free of rot & disease; placed randomly
CONTRACTS OR WITH QUESTIONS.
ZE
2elkova serrata 'Green Vase'
Greer Vase ZelkovaS4
2.5-3" I
B&B
Straight trunk; branching begins at 4; balanced head
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Landscape Plan
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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. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING.
3. IMMEDIATELY SOAK WITH WATER.
4. DO NOT BREAK ROOTBALL.
5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE
CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY.
6, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION.
7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS.
PLANTING NOTES:
1. EXCAVATE ROOTBALL PIT 2X SIZE OF ROOTBALL/POT.
2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2-3" HIGHER THAN FINISHED GRADE.
3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY.
4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH.
5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS.
SAME AS BELOW
IN A CULTIVATED AND MULCHED PLANTING AREA
MULCH LAYER
O.C. SPACING
(AS SPECIFIED)
MULCH LAYER
FINISHED GRADE
CULTIVATE
PLANTING SOI) MIXNDSCAE
A
AREA TO
AS SPECIFIED
A MININUM DEPTH OF
EDGE OF LANDSCAPE
12"; TYP.
AREA, PAVEMENT EDGE OR
COLLAR. BLEND WITH TO EXISTING GRADE
BACK OF CURB
12" 2-3"
AS NECESSARY AT OUTER PIT EDGE
MIN
(AS SPECIFIED)
TREES ARE
PLANTED
0
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I--'III�iIl; III III -II' III T.='1i=111=11
' „" If „I{I;,-ill ;,C13 „111 111„ CI? -111
SAME AS BELOW
IN A CULTIVATED AND MULCHED PLANTING AREA
�U)
O.C. SPACING
(AS SPECIFIED ON DWGS.)
MULCH LAYER
MULCH LAYER-
v y
(AS SPECIFIED)
BEGIN AT PIT LIMITS AND ADD NO MORE
FINISHED GRADE
THAN 3" TAPERING UP TO 1" AT TREE
v 3
COLLAR. BLEND WITH TO EXISTING GRADE
g
PLANTING SOIL MIX
AS NECESSARY AT OUTER PIT EDGE
(AS SPECIFIED)
TREES ARE
PLANTED
0
COMPACT EXCAVATED SOIL
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TO FORM ROOTBALL PIT ON
�=
12" 2-3"
DOWNHILL SIDE OF
FINISHED GRADE`jliLE
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PLANTING AREA
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Alan G. Franklin
PLANTING SOIL MIX3.-III=111 13'.:•::`r'':'
�.., ;
TRENCH EDGE
W`s-1111113
. ,::'.:•:.. ^.:..:,
AROUND
ENTIRE AREA
REMOVE TOP yy OF B _-
AND/OR ALL NON -BIODEGRADABLE 1131-i?113
;; i 11111.=11
TO BE
III 11? -111
. _.
r••• •': --.: 311=111-311.=111
MULCHED
PACKAGING AFTER FINAL 31 til 111m
PLACEMENT OF ROOTBALL 111 II.=11
p�`IiF11'33,1
SCARIFY BASE OF PIT. BREAK ---��=
THROUGH AND LOOSEN ALL III I1
HARDPAN (REMOVE AS
NECESSARY) TO FACILITATE
PROPER DRAINAGE
ROOTBALL PITS
1$ % SECTION
12"
01 UNLESS OTHE
NOTES
CROWN BED 2-3"; a
TOP OF ROOTBALL TO BE A
MIN. OF 2" ABOVE FINISHED
GRADE
MULCH
FINISHED GRADE --1
CULTIVATE SOIL WITH ROTO -TILLER TO
A MIN. DEPTH OF 12"; BREAK TRHOUGH
HARDPAN AND REMOVE TO PROVIDE
GOOD DRAINAGE
CROWN
TOP OF
MIN. OF
GRADE
Tnxam
FINISHE
RETURN EXCAVATED SOIL
AS NEEDED AND COMPACT
ON A SLOPE LIGHTLY TO BRING PIT
BACK TO FINISHED GRADE.
PREVENT TREE FROM
SETTLING IN FUTURE
cznw cpn�Inlr_
L-001
N.T.S.
ROW
SPACING
Al
O.C.
SPACING
- � .... � l ROOTBALL
BED
WIDTH PLAN
PLANTING SOIL MIX (AS SPECIFIED);
CULTIVATE A MIN. OF 4" LAYER OF
PLANTING SOIL MIX INTO BED; PROVIDE
1" OF CROWN FOR EVERY FOOT OF BED
WIDTH.
O.C.
SPACING
ROOTBALL
UNDISTURBED SUBGRADE - PLANTING SOIL MIX (AS SPECIFIED);
CULTIVATE SOIL WITH ROTO -TILLER TO CULTIVATE A MIN. OF 4" LAYER OF
A MIN. DEPTH OF 12"; BREAK TRHOUGH PLANTING SOIL MIX INTO BED
HARDPAN AND REMOVE TO PROVIDE
GOOD DRAINAGE SECTION
SHRUB PLANTING (SINGLE & DOUBLE ROWS)
SECTION, PLAN L-005
N.T.S.
PLANTING SOIL MIX
(AS SPECIFIED)
GROUND COVER
(AS SPECIFIED ON DRAWING)
LEAVE NO ROOTS EXPOSED
MULCH LAYER (AS SPECIFIED)
24"
(UNLESS OTHERWISE
FINISHED EDGE NOTED) \\M1
TRENCH EDGE
(TYP.)
PLANTING PROCEDURE
1. LAY OUT BED AND OUTLINE WITH TRENCH
EDGE. PLACE SOIL FROM EDGE WITHIN BED.
2. ROTOTILL BED TO 12" DEPTH. SPREAD 3" MIN.
LAYER OF PLANTING SOIL MIX OVER BED.
ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL
PLANTS & MULCH. WATER THOROUGHLY.
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' ,,✓�'",°�%"..�''*.,/t'°. °^.�,f\'`P`,�.r..,,.',�'v;4\/w \,;,`°'".,!` \,°''a''•�.✓''a\d\'f�^�.''':,ey,''��^.,,'+,'„°'0�` w,�w'», `•y,/''�.,�`°. "°„'.°,Y '�''.�'' ^.P'�y
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iI II; 119-1i,_'i9 lil-l!II1 ,_;€ I; .I1;.;w;-(�1 1IlI111:III II.I; III-!ILJ_
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 PERCULATION & POSITIVE DRAINAGE.
GROUNDCOVER PLANTING IN MULCH AND
$ CULTIVATED PLANTING AREA
DETAIL L-014
N.T.S.
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING.
2. GRADES NOT TO EXCEED 3:1 SLOPES.
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 OR WARRANTY.
5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED
DURING PLANT INSTALLATION.
6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT.
7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL).
OPTION 2: DIAGONAL
STAKING
(FOR EVERGREENS t
(1) STAKE & GUY PEF
OPTION 1: VERTICAL
STAKING
(2) STAKES & GUYINC
TREE, SET STAKES 1
AROUND THE TREE.
GUYING A MININUM C
HEIGHT OF TREE ANI
THE LOWEST BRANC
2 TREE STAKING OPTIONS
18 % SECTION, PLAN
NOTES:
1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE
2. SET TREE PLUMB PRIOR TO STAKING
3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE &
RUBBER HOSE (OR EQUAL) AT MIN. OF Y2 TREE HEIGHT
4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH
TYPICAL STAKING DETAIL
5. SET ROOTBALL EVEN WITH FINISHED GRADE.
TREE
�U)
O.C. SPACING
(AS SPECIFIED ON DWGS.)
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TYP.
EXISTING GRASS
r' Cert. No. 0931
TO REMAIN
v 3
UNDISTURBED
g
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EXCEPT WHERE
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TREES ARE
PLANTED
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�
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REFER TO---;;f3}IIIw, IIIrf,ITRfa611 „611 gijo:,, €1 ft,3 ;It;,:
ROOTBALL DETAIL;`"'
TYP. E11 €11: 6!1 kll=1 1€ 'III 91I�1#i {II
I€J 6 !I€ III�I€j'-.� u x� T �.9�r�: �3, LI ;I3 11.,
NOTE:
LENGTH OF WOOD STAKES VARIES WITH
HEIGHT OF TREE. EACH STAKE TO BE
DRIVEN INTO THE GROUND 30" MIN.
TREE O.C. SPACING
(AS SPECIFIED ON DINGS.)10
TYP.
EXISTING GRASS
TO REMAIN
UNDISTURBED
EXCEPT WHERE
TREES ARE �
PLANTED (D
W
FINISHED
GRADE
616' €I 6Tj I i9-611 6.166 I
I ....tIII�If1._45° 1-_ _„111'16, y611 ,1€(li
vvt-IIvr%IL_Lj _
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING.
2. GRADES NOT TO EXCEED 3:1 SLOPES.
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. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS.
SEE DETAIL FOR
SUITABLE TREE STAKING
OPTIONS B
18
STAKES ON "HIGH"
�U)
\
SIDE OF TREE ONLY.
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Steven W. Edwards
r' Cert. No. 0931
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Alan G. Franklin
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DIRECTION
I ONA L
OF SLOPE
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PLAN
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FINISHED GRADE I !==l I 1=l I 1:-S.
-111; ' _I!
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REFER TO TREE A
ROOTBALL PIT DETAIL 18
COMPACT EXCAVATED SOIL TO
FORM ROOTBALL PIT ON DOWNHILL
SIDE OF PLANTING AREA
3 \TREE PLANTING ON SLOPES
N..T.S.T.S. 1$ SECTION, PLAN
MULCH
(AS SPECIFIED ON DWGS.)
STAKING '-
ENLARGEMENT
MASS PLANTING & STAKING IN EXISTING
6� VEGETATED AND MULCHED PLANTING AREAS
STAKE
GALV.
WIRE
HOSE
L-oos
1$ SECTION
N.T.S.
NOTE:
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 MULCH LAYER
DRAWING) (AS SPECIFIED)
SLOPE FOR
12" DRAINAGE
TRENCH ,I
EDGE (TYP.)
FINISHED 'f
GRADE
i�
m
_=IIII=
-IIII-IIII \ / \// / =
\\..\� �\ \� �� \\ \\ \\\\\\\\\\\\\\\\\ \\\\\ \\\ 00
/// //// /////// /// /// /// /// /// /// /// /// /// /// //
\�\\/\\�j\\j/\\\ \\\ \\\ \\\
PERENNIAL
SOIL MIX - - - = 11=IIII=IIII=IIII-IIII-1111=1111=1111=
(AS SPECIFIED} _ _ -IIII=IIII=1111_1111=IIII_IIII=1111_IIII_IIII_1111=11
n=1n1=IIII=IIII=1111 IIII IIII=III =1111_ =IIII=IIII=IIII-IIII-IIII=IIII=IIII=IIII=IIII-
1-IIII=IIII=IIII=IIII=IIII=1111= III=IIII. -IIII-IIII-IIII-IIII-IIII-IIII-
Ilii=
CULTIVATE SOIL WITH ROTOTILLER BREAK THROUGH ANY EXISTING "HARD -PAN"
AN ADDITIONAL 6-8" DEPTH & REMOVE AS NECESSARY TO PROVIDE
GOOD PERCOLATION & POSITIVE DRAINAGE.
UNDISTURBED SUBGRADE
g MASS PERENNIAL BED PLANTING
1$.) DETAIL L-008
N.T.S.
MULCH LAYER
TRENCH EDGE AROUND
ENTIRE AREA TO BE
�1_4L MULCHED
SECTION
L-003
N.T.S.
TRENCH EDGE (TYP) 1" X 4" GALV. LANDSCAPE STAKE W/ 2" X 4"
X 30" ZINC COATED FENCE (2 1/2' ABOVE);
TENSION FENCE BETWEEN POST PRIOR 2'MAX.
ROW SPACING TO ATTACHING TO POST W/ MIN.
(3) GALV. FLEX 'C'RINGS PER POST. 1'
LOCATE AT TOP OF SLOPE.
I- USE EXCAVATED SOIL TO
1111=1111- "� FORM ROOTBALL PIT ON
DOWNHILL SIDE.
-IIII=III .,'�•'. _, r-�
IIII1111III II ` SHRUB PLANTING ON SLOPE
(SET PLANTS PLUMB)
_1111=1n1=1111-n11=III - ::,. �,
III=1111=1111=1111=1111=1111= MULCH LAYER (AS SPECIFIED
1111_1111=1111=1111=1111.11 , , �A"„ , ,
-1111=1111=1111=1111-1111 � �}
,,�-1111-1111= _�,��-�,� -1111=_ �r r.:.:�•e-� 2411
PLANTING SOIL MIX 1=1111=1111=1111=1111= ?=
(AS SPECIFIED) 11=1111=1111-1111=1111=1111 ``� TRENCH
111=1111-1111-IIII-IIII-_ k_ e
1111-1n1=1111=IIII _ 11=
_ �; . ,-.� EDGE
-111' IIII=_IIII=_1111=11 (TYP)
IIII-IIII=IIII=1111
ADD EXCAVATED SOIL TO BRING TOP •'- '
OF ROOTBALL TO FINISHED GRADE. -
. � a
4" MIN. _
TAMP LIGHTLY PRIOR TO SETTING I-IIII= 11=1111-
SHRUB TO PREVENT SETTLING. =IIII=_III -IIII=IIII_ _ If
-'111=1111=_''-IIII=IIII=IIII=
SET TOP OF ROOTBALL 4 -nil=IIII=
LEVEL WITH FINISHED GRADE. M10.
7 SHRUB PLANTING ON SLOPE
1 $, j DETAIL L-010
N.T.S,
NOTES:
1. LENGTH OF WOOD STAKES VARIES WITH
HEIGHT OF TREE. EACH STAKE TO BE
DRIVEN (30" MIN.) INTO SLOPE AT ANGLE
INDICATED.
2. GRADES NOT TO EXCEED 2:1.
3. TRENCH ALL EDGES OF PLANTING BED.
ROW SPACING
TYP.
4" i,TYP
FINISHED---jIl`',, II�" 1 "111:
GRADE lI.II-'.
I w1.11-1 I1;
TREE
(AS SPECIFIED ON DWGS.)
45°
TYPICAL STAKING: `I 11 Ili 111:
1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE =11:1.11
2. SET TREE PLUMB PRIOR TO STAKING
3. SECURE STAKE TO TREE TRUNK WITH 12 GA.
REFER TO
GALV. WIRE & RUBBER HOSE( ) AT
E UAL
Q A
ROOTBALL DETAIL
MIN. OF TREE HEIGHT
2 1
8
4. STAKING TO BE CONSISTENT ALONG ALL
ROWS AND WITH TYPICAL STAKING DETAIL
5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE
PLANTINGS ONLY)
COMPACT EXCAVATED SOIL
TO FORM ROOTBALL PIT ON
DOWNHILL SIDE
PLANT SOIL MIX
(AS SPECIFIED ON DWGS.)
MULCH
(AS SPECIFIED ON DWGS.)
r TREE
10_� MASS PLANTING AND STAKING ON SLOPE
1$ % SECTION
7' -STAKE
4-- GALV.
WIRE
-'--HOSE
STAKING
ENLARGEMENT
N.T.S.
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING.
2. GRADES NOT TO EXCEED 3:1 SLOPES.
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. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR
SPECIFICATIONS.
SEE DETAIL FOR
SUITABLE TREE
OPTIONS
18
TRENCH EDGE A
ENTIRE AREA TO
MULCHED
SECTION
4 TREE PLANTING
ILCH LAYER
LTIVATED SOIL
1$) SECTION, PLAN N.T.S.
1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES 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.
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.
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.
13. MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT LOCATED
IN 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 AND 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. BOTTOM OF STREET TREE CANOPIES SHALL BE MAINTAINED AT
SEVEN FEET 7 OR HIGHER ABOVE ALL SIDEWALKS AND/OR PARKING LOTS O S T O ENSURE PEDESTRIANS CAN
WALK BENEATH FREELY.
16. INSTALLATION OF ALL TREES (NEEDING DUG) SHALL BE DONE AT THE APPROPRIATE TIME SUITABLE FOR THE
SPECIFIC SPECIES. CONTRACTOR TO DETERMINE EXACTLY WHEN THIS SHALL BE DONE AND COORDINATE WITH
LANDSCAPE ARCHITECT AND OWNER.
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.
11 � GENERAL LANDSCAPE NOTES
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LAMP
TYPE MANUFACTURER CATALOG NUMBER VOLT FINISH DESCRIPTION
QTY, TYPE
PORTE COCHERE, WET LOCATION RATED
R4 LITHONIA LDN6 40/20 L06AR LS MVOLT N/A LED 120 DOWNLIGHT
S1 LITHONIA
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POLE MOUNTED AREA LIGHT MOUNTED AT15'
PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR
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3. PHOTOMETRICS PREPARED BY TELIOS, DALLAS, TX
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REVISIONS:
EXTERIOR RATED WALLPACK.
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HOLDERS #HEB-AD WITH #KTK
FUSES (SIZE AS REQUIRED)
FUSE EACH LUMINAIRE SEPARATELY.
REINFORCING TIES AS REQUIRED
BY STRUCTURAL ENGINEER.
VERTICAL REINF. BARS AS REQUIRED
BY STRUCTURAL ENGINEER
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PHOTOMETRIC NOTES:
B
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1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP
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20
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RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED
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3. PHOTOMETRICS PREPARED BY TELIOS, DALLAS, TX
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Edwards designStudio, PLLC
Landscape Architecture and Site
Planning
4936 Old Boonsboro Road
Lynchburg, VA 24503
tele) 434.531.7507
el steve@edwardsdesignstudio.com
www.edwardsdesignstudio.com
ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
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GENEOFXP%L LIGHTING NOTES:
1. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND LIGHTING SCHEDULE AND REPORT
ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY LIGHTING SUBSTITUTIONS
OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR
TO ORDERING.
2. REQUEST AND DOCUMENTATION FOR SUBSTITUTIONS MUST BE PROVIDED AND A MINIMUM OF 3
WEEKS PRIOR TO ORDERING. ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY THE LANDSCAPE
ARCHITECT WILL BE AT THE EXPENSE OF THE CONTRACTOR.
3, ELECTRICAL CONTRACTOR MUST VERIFY VOLTAGES AND COORDINATE THIS WITH SUPPLIER PRIOR TO
ORDERING. CONTRACTOR TO ALSO SELECT AND DETERMINE TRANSFORMER SIZE(S) APPROPRIATE TO
DESIGN AND ALL TRANSFORMERS, UNLESS OTHERWISE SPECIFIED ON DRAWINGS, 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.
4. LIGHTING CONTRACTOR TO COORDINATE ORDER THROUGH SPECIFIC LIGHTING CONTRACTOR LISTED
ON LIGHTING CUT DETAILS PROVIDED SO THAT SPECIFIC OPTIONS CAN BE DETERMINED AND SPECIFIED
AT TIME OF ORDER. CONSULT LANDSCAPE ARCHITECT DURING COORDINATION.
5. CONTRACTOR TO PROVIDE PVC (SCHEDULE 40) SLEEVES WITH PULL WIRES AT EACH LOCATION
NECESSARY FOR INSTALLATION OF LIGHTING PLAN. SLEEVES SHALL BE PLACED PRIOR TO STONE AND
ASPHALT PAVING INSTALLATION AND SHALL NOT CONFLICT WITH OTHER UNDERGROUND
INFRASTRUCTURE OR SYSTEMS. LIGHTING CONTRACTOR TO CONTRACT GENERAL CONTRACTOR TO
DISCUSS AND DETERMINE LOCATIONS. ALL SLEEVING SHALL BE 3" DIAMETER MINIMUM AND BE
EXTENDED BEYOND ANY AND ALL PAVEMENT LIMITS (INCLUDING BACK OF CURB) INTO GRASS AREAS.
CONDUIT TO BE PROVIDED BY CONTRACTOR.
6.A LL STANDARD FINISHES SHALL BE BLACK UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS OR IN
THE SPECIFIC LIGHTING CUT -DETAILS PROVIDED ON THE DRAWINGS.
7. ALL LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELLS OR TIMER(S) (OR A COMBINATION OF
THE TWO). ALL DEVICES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC
WHEREVER POSSIBLE.
8. ALL POLES LOCATED IN ANY PARKING LOT SHALL BE MOUNTED ON A 2 -FOOT I CONCRETE PARKING
BUMPER.
9. ANY JUNCTION BOXES SHALL BE WATERPROOF.
10. EACH OUTDOOR LUMINAIRE SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM
ADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000
LUMENS.
11. THE SPILLOVER OF LIGHTING FROM PARKING AREA LIGHTING ONTO PUBLIC ROADS AND PROPERTY IN
RESIDENTIAL AND COMMERCIAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (YO
FOOT-CANDLE UNLESS AUTHORIZED BY EITHER THE ZONING ADMINISTRATOR(OR HIS DESIGNEE), THE
DEVELOPER OR HOME OWNER'S ASSOCIATION (HOA) IN WRITTING. IN MOST CASES, THE ZONING
ADMINISTRATOR SHALL GOVERN.
12. ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUR OPERATION SHALL HAVE
INSTALLED EITHER AN AUTOMATIC SWITCHING OR PHOTOCELL CONTROL SYSTEM. IF AN AUTOMATIC
SWITCHING SYSTEM IS PREFERRED, THEN IT SHALL HAVE THE FOLLOWING FEATURES: A SEVEN DAY
OPERATION, ASTRONOMIC CONTROL CAPABILITY FOR SEASONAL ADJUSTMENT, AND AT LEAST A FOUR
HOUR BACKUP. CONTRACTORS SHALL INSTALL THE WATT STOPPER/LEGRAND SERIES LP PEANUT
LIGHTING CONTROL PANEL; 1.800.879.8585 (OR EQUAL) SUITABLE TO THE PROJECT AND TO MEET THE
ABOVE REQUIREMENTS.
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fdn!ser7iesThe MC-d(D-Fri stjrq of t1tc, D-SGric!s is, ,trilhiricj
,,�_ yr.,It _inobtrii - maLlriq a bold, prc,c1re�31ve
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Specifications ,,,� U statement csvGn as it bl,,�rflds seariI smith its
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EPA: 09 , S Tro" � - 01 Tho�_ D -Serie:; Histill- the� beriefit� of the ate�t In LEB
Length: 26" --, — W — te�<,--hriology1rito a high perforrinarre, high e{finacy,
fka�6 '�__�____ _ L -,_�ricl-life urninairc-, TI -G outistarid-ing phc'tomGtric
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Width: I �`
D3, ",!,I I poiforrucans-e, r,ssults hnsitct-with G:,r-c4Gnt
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, uniformi ,attie-r p,r-,Ie Srr-�bl`sg --ind lDi�,Iel -
Heiqlht: rsrs-'s,q y Z , � ,:IG 119 it),'� �t 1� rlc�a � foi- rep ad ng up to 400's,V ITI G -I
Weight I -1 I Lca lh-�Ilde with bypical enerity sciviim�js of 65c�:', and
luarrao,$): 72�V c-xpectGid sc�icG Use of ovisr 100,i"X)o [urllfrs�
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PSXiDL1Y It, resard optics ;.'•4 �' ,'It m A 10K .'•P00t: 1-15 Ty p a I s, If a it TSS Tqiev 'hort Tv1UUtTs Shipped in duded
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40 j' orn LEDI (tvsr, eijflf�) 1000 II mA 5oIK SOLID L 1`2fie Type 11 hinediflat 75W TqeV No, 206, RPA Isourrid pole mounrimi
Itholaticil ofil I& 0 A� ' Ali orl T,1S �yiar III I finirl BIC BsPlelightcomr,114 ?4rjs WRA VAII binder
30( DO LED, t,oreeng!r[c,j id""Oh` f,'M Togne III oncluman Kind _41e,me crolic" 2775 Spu[I SqUaR flal,e IJ WQrd I fia'AmmiRg 3d1plQI'
rafir"FLAO, T4 M Fire N ii,oJoifirt R(CO FIaldnwrue 3476 RPLIMM Round p,,Ieuni,eF--,Imounlirigalipt,)r'
TFTS1 ls.:I%vahvi throv cutchf, 4 MP Shipped separal E N
in r~jujrrr PAA8 D )leXI) U hi'last.iflin mountincibro(ktadapki
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ti' installed L PIR111FOV Bf-lervel.flotioidulnearlseni if "3' Shipped installed DERYD Darkbronze
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PIRH bto,,,�t fliodoniapnlalcmtscnou( I',f*'mromILq �ieijltt,,jrfitkrils,-rl�'Ifellab�IddiSt( " . Ph Did YD' Pan 60i his ' FII Flight atal,dicistrs; aluminum
PIRIFC3V t,eleae,� flic,tiori hilorentserox8_1 S�'rflvoflnq height. doli �easor,ri 3i ILI) FAID Field isI ror pull DEL Dififuseldtair ers; I 13WHiflID Te I �ljfldsdl whilse
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I X LENDii
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D'IM110C J lic-lid,51on To, 'a LED "it 8 Inct-bbei"Ith'ingIn Id, -L h 5 Drnraingdrosr-,t�n�td hi�,U M[y NotflthkRoft[1347V4ffio� XR, PERS
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IsAlhs,iosml I'll, "I liniQ0 ',in 40LE11 V it" only Mess too 0) J, 1.5 G .h,ftii lad .timm" MKI C1135,31 17 D 10, EL50
jol ,, air, (,,P.,l_ .pr 8 ne.tsodg, luta. with -2, NO be ,, P. 9 A R '11111, PuRli'CaV V.
Pull IN&
120011 is r 1 , I, -,, , orre_,,� murnrn�dmtnr��,socsasd lictziebtric ejern PERS InEP7, DRAG, DCP, bL,
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1,111,19ADII ir YQrd ,uw flh� u-surni 9 ,Q ,ia nbrimAnch For - .P I 2 3so" on -t - =,� ,`m"`aflr=,os; .o Aeroo-12�j"fr-t-
9 I oieclo�t,d,ut,, vjfl�rff hAN), core -sur", isP ,f277V.r_NT11 floarooke Pre tDF) reqisre,323i
10 f KAN'o.d. - rchen, is ,uA be .,d..d -d �htfreal . P.t,, 11'. rier"fo- `I'
S'Xs�mi- DSE `4 ' 12U
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witiI ° k uuy Bind, Cs;rA4,,s,. ,aD ,ii,,be v,R I, X, o Nn - with I rA,,fm,I dimminq.
— 11 DRAG ,p4i f,247 �' o,r 48CM .RI 1,000i 20 R',,f- lu ,rin- I. D= ,p-fiad �Ofi P%ynr, Ce -al -d �Fiilflp_d -
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1-1 Lpdc�rr=, P1_sAoo-.,�bbdf ouni ,01i 10 Vd-iff p�biflt',T PER �Pte, -"I'lond. 21 F.% I o ,. only.
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FEATURES & SPECIFICATIONS
Nkc,,,
ISO TE COCHERE DOWNLIGHT
IN TENDED USE -- Npr(dlulldflacticirs iroducif (ciindisif C, holdsla% ate Tera tro�'Iii P-.�Ot'aflfica,.
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(ONSTRUCTION -- (okmozed 5teell Ifloursturmilplastel Iflanw, gadvaint'i ,vd lonsficia hflDK "Tith
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Doorogr [,it,( fd na(a,s i aunloplogi I"alasho, Laflheiflsdiwrt f"'ailifleill loy war nin shougeRs.
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shloisaity adj4,,,tjblL,tTlolj9111qbra(RPts,iitb ed1l1'raur�luhijujfliRqPP[a piosadir I )'Xhc1a,jjjjUqqIe:LI:
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P,IfAsrld 0011mir liaerni DIX13rTroli ral 15'( 3l'-sod3o'; high Arrilder'l (40 rl oliflosto <waolarblc Inght
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Divine Dusid dirreei I are a,sosuatio from AbcaP,s'or Iseleati ceflwt.
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Sell flargod mfladizod ja2eigunri *scovfui "eand gwtiilare of usavia drfiflo"& frai0os A, Iso TV flLittle or
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AvallulDle orm in RKLA REL�, RRI and DRI-Crio,
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fdn!ser7iesThe MC-d(D-Fri stjrq of t1tc, D-SGric!s is, ,trilhiricj
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Specifications ,,,� U statement csvGn as it bl,,�rflds seariI smith its
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EPA: 09 , S Tro" � - 01 Tho�_ D -Serie:; Histill- the� beriefit� of the ate�t In LEB
Length: 26" --, — W — te�<,--hriology1rito a high perforrinarre, high e{finacy,
fka�6 '�__�____ _ L -,_�ricl-life urninairc-, TI -G outistarid-ing phc'tomGtric
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Weight I -1 I Lca lh-�Ilde with bypical enerity sciviim�js of 65c�:', and
luarrao,$): 72�V c-xpectGid sc�icG Use of ovisr 100,i"X)o [urllfrs�
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PSXiDL1Y It, resard optics ;.'•4 �' ,'It m A 10K .'•P00t: 1-15 Ty p a I s, If a it TSS Tqiev 'hort Tv1UUtTs Shipped in duded
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Itholaticil ofil I& 0 A� ' Ali orl T,1S �yiar III I finirl BIC BsPlelightcomr,114 ?4rjs WRA VAII binder
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rafir"FLAO, T4 M Fire N ii,oJoifirt R(CO FIaldnwrue 3476 RPLIMM Round p,,Ieuni,eF--,Imounlirigalipt,)r'
TFTS1 ls.:I%vahvi throv cutchf, 4 MP Shipped separal E N
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S'Xs�mi- DSE `4 ' 12U
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witiI ° k uuy Bind, Cs;rA4,,s,. ,aD ,ii,,be v,R I, X, o Nn - with I rA,,fm,I dimminq.
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F EATURES & SPECIFICATI ONS
INTENDED USE -Round Iraml-t alone irium general purpose pole for up to 30foo1 mounting heights:
CONSTRUCTION -Sh,fl: uri estruded 606;: 76 ,flurri alloy ,vilhT,so temper. 'iramile
salin-lorij,inflol III Round straight fluisH is uniform in (m,,sWion cI length of s Irish a, i no taper
Anchor hale, i from 4 i5 aluminum a11oy and hear treaded to Ta temper, Base rl Je and shaft are
once oferenninily tosi top and Ii The anchor tasP is provided with sloped holes,
Harrdlrflhe: Handhole is his, 'ated 18" abode base {poles have either 2" 14" or 1" , 5" handimle). 7urrei and
attachment hat iwarE furnished.
11,rdI Stisinles 3ieel
Trip tap' Ron unable top rcdr provided avilli drill -mount froJn
felt covers: A35 a bolt ,Dsssers I rucluided wiilh a I tase jri othrervi5e speonfled, Spu n zilurrimum
dare coyer a, arable as an option.
Fon msrr Must sperjify finish.
Grounding Provision niatedimide haraI rim. i nil Ing hardware i5nothrilli (poudd,c] Lti, others).
Anchor bolls: Fabricated from carbon steel bmkiih Ininnin u1i strength mi Psi. Upper Portion
of anchor bolt is cfalvditized feiASTMA-I ". Each an-loor boll is furnished with two hi,; ri and l000s, Hat
Aashers
WARRANTY - I -,, or I I no tied warra Do ir. Cori pl i Roarraint ii terrn located of
sjsrthra,csJ1Ij"''oc., r m&q1s,,rs Yrs L jar�s,t' is I I,, r-,rol 'is ro'! itif, a, aa
Note: A clad I perform d rise in ze differ as a ii of end a set even Orm ent and dip pli (Otun
I ,peolli ions subject to change without notice:
V'11111 !iLead tinnes,odIviflereperrifling onophonsseli Corisulrc,Aki[hyouisalesiepipsprrtdtiife,
ITy Pe S1 Pole I
Anchor Base Poles
RSA
ROUND STRAIGHT ALUMINUM
Example: RSA 164-5C UM 19 BA
psh
is (a
8 1 .2
HANDHOLE ORIENTATION
81P(JR'A'41"tsfA"ATw1llllfjlls:
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' Standard colors
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, The hinting reiroldietio leumolfara lanI
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( S el�:P,klpap,)
['I Opentop
LJAE Le'Darelsorbolti
DDR Darkbroni
-
moni Ian is 18"z .V1'd' Otthsflourn,��j ridded.
E _ + U
720 2_3.s8l, O.D C211 1i
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DO ftite
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T25 2-,18" C'. D (2-112" NIPS)
VD iii itrar ion d 3impter
DEL I ,.Ih
pecrolfiri Jesmosge
4. ir,;,ert 'I or ,r, to d�rqrmtsafa,mieske, se j. 9,
I I 0 3-10`0.D. (", lop°),
TP Tamperproof
)MB hiceirmn brunrt
DMIDPIT2. h).
timer rfuitbpspi Psi cgueaPPifsbIeseesszT.Ij1:L�Q
T:5 4" 1). D (3-1 i 2 " IT P SIl
H1-184 Horizontal arm bradi (I
DNA ilatnal alumirsouns
_L,Raex,Ls_ejisa or Arlri,:tural Lolor, bro6oure(Iliomr, th. il,131
[Jiill mounting
fixture)"
RA Brushed alumunnim,
o[r-f<.a.
D Mi 9 131 ,0,
I'D L,x Pei st can o id st I eDs elect iira 11
clas5l, (CIO] s
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C P L 1 2x x 1,21" ramjarne
DSS Sandstone
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C P I ? 4x,e '�,14` no sp [in 9'
ITIC Cha r so a I g ray
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Alan G. Franklin
Mifl!9 7 d� 901
C P I -I o s I" -01i piing'
DT(i To an i s g re e n
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11'A9'2 3 at 120'
N P L 12xD 1{ 2 " t In I e a d e d n pjal E'
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11 P L �Ax, 3jrl" ii [,I e a I , I IT Ie
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DETAIL
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Edwards designStudio, PLLC
Landscape Architecture and Site
Planning
4936 Old Boonsboro Road
Lynchburg, VA 24503
tele) 434.531.7507
el steve@edwardsdesignstudio.com
www.edwardsdesignstudio.com
ALAN G. FRANKLIN, P.E. LLC
Civil and Site Planning Engineering
427 Cranberry Lane, Crozet, VA 22932
tele) 434.531.5544
I alan@alanfranklinpe.com
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W
to
EQUAL TO WIDTH OF SIDEWALK' TYP.
CURBING(ZJ
PLAN
EXPANSION JOINT
2" SMOOTH TROWELED EDGE;
OPTIONAL
SCORED BROOM FINISH; TYP.
PERPENDICULAR TO DIRECTION
OF TRAVEL
1 %4" DEEP CONTRACTION/SCORE Y2" EXPANSION JOINT W/ Y2" RECESSED
JOINT, SPACED EVERY 5' O.C.; TYP. 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"
e
MIN. COVER
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COMPACT
ED VDOT #21A STONE
y�;°� �,� � � ✓�41,���f, a,,,, ;��°�', l�� �� %,' BASE
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95% COMPACTED SUBGRADE
SECTION
CONCRETE SIDEWALK- BROOM FINISH WITH
TOOLED EDGES
27 PLAN, SECTION N.T.S.
NOTES:
BUILDER RESERVES THE RIGHT TO ADD BRICK.
ALL TREADS SHALL HAVE A POSITIVE WASH
VARI ES- SEE PLAN -
installation. Contractor shall verify proper spacing requirements prior to Installation.that
FOR ACTUAL RISER
2. Assembly & Installation - Refer to instructions provided with units for specific information related to the assembly of the Sleeve-ItTM system and the
HT. AND # OF STAIRS
5'-0" MIN.
%2" RAD.
%BS
FOR NOSE;
including the cap stone),
TYP.
SEE
21
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(raised fingers) opposite each other. Interweave the two sleeve halves by pushing the IN finger sets under the OUT finger sets. Flip the sleeve over and
W
follow the same procedure on the other side. Stand the unit vertically and use the two plastic ties to secure the sleeve halves into a cylindrical unit.
Repeat Above Steps for next Sleeve-ItTM unit.
Step 3: Place the Plastisol coated cantilever base on the prepared area with the vertical upright about 6" from the tail of the block.
OF ROADWAY CURB
�o
"inboard" side of the vertical portion of the cantilever base. Do not install posts between vertical leg and wall face. Fill cavity completely with concrete. When
aIrka
concrete cures, topsoil or other surficial cover may be placed over the Sleeve-ItTM system to create final, finished appearance.
Step 5: Slip the uncoated end of each strut through the slots located in the back of the sleeve and connect them to the topmost transverse bar on the
The Sleeve-ItTM product shall be evenly spaced no farther apart than 8 feet on centers in any case. Use of the Sleeve-ItTM system is limited to the following
BACK OF CURB
20:1
48 : 1 MAX.
rear of the base.
Q
Step 6: Reposition the entire system as needed by lifting it using the top transverse bar of the vertical portion of the steel cantilever inside the sleeve after
6 -foot high and under wood fence with gaps between boards
n�
#3 REBAR IN NOSE; 2" CLEAR, TYP.
TS SEE 21
12"
TYP. EXPANSION JOINT
WITH %" RECESSED
A ° d BACKER ROD AT TOP
AND BOTTOM OF STAIR
SET; CONT., TYP.
' SCHEDULE 40 PVC TO
BE EMBEDDED AT TOP
AND BOTTOM OF EACH
STAIR FOR FUTURE
r CONDUIT USE
3000 PSI CONCRETE AT 28 DAYS,
AIR -ENTRAINED
6" X 6" W 1%o WWF OR #4 REBAR @ 12" O.C.
(VERT) AND #3 @ 6" O.C. (HORIZ) W/ 2" MIN.
COVER
COMPACTED VDOT #21A STONE BASE, 8" MIN.
95% COMPACTED SUBGRADE
4" SCHEDULE 40 PVC TO BE EMBEDDED AT
TOP AND BOTTOM OF EACH STAIR FOR
"
EFUTURE CONDUIT USE
� CONCRETE STEPS
21 SECTION
1 1/2" STEEL
SQUARE TU
TOP RAIL
1 1/2" ROUN
HANDRAIL
1 1/2" STEEL
TUBE RAIL
3/4" STEEL
TUBE PICKE
TYPICAL
1 1/2" STEEL
SQUARE TU
BOTTOM RA
TYPICAL
CONNECT T
GUARD -RAIZ
AS REQ'D. F
HTYPICAL STAIR RAILING
21 SECTION, DETAIL
0
H-013
N.T.S.
F-034
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 1Y2".
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_- j # 5 DOWELS, 8" LONG &
JOINT 4 _p @ 12" C -C.,
�- TANGENT PLAN 5' Mt :1 M
8' :1� MAX ALTERATIONS
B A 4' SQUARE LANDING
B --- AREA OUTSIDE OF
2' TRAVELWAY SHALL
BE PROVIDED WITHIN
TRUNCATED DOMES THE MARKED = J
A CROSSWALK AREA. la'
Y
J
�d Q O
81-0„ 4'-0" U)
Cl)
12:1 MAX. 48:1 MAX.
BACK OF CURB U U n CROSSWALK
20:1-,I I
LK
C OSSWALK CROSSWALK TYP
ICA� PLAC MENT
DIAGONAL VARIATION AT INTERSECTION
2�. I SECTION A -A TYPICAL PLACEMENT THIN W TH BUFFER STRIP)
PERMISSIBLE AT INTERSECTION
CONSTRUCTION WITHIN CROSSWALK DIAGONAL VARIATION
JOINT
TYPE A (PERPENDICULAR) APPLICATION
F 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.
2ya" C -C TRUNCATED DOME
--{ -4' DIA.
--j i--%" DIA.
TRUNCATED DOME
VARIABLE 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 SURFACE
(__B, TYPE A (PERPENDICULAR) APPLICATION
27 DETAIL
N.T.S.
NOTES: #3 REBAR IN NOSE; 2"
BUILDER RESERVES THE RIGHT TO ADD BRICK. CLEAR, TYP.
ALL TREADS SHALL HAVE A POSITIVE WASH
VARIES- SEE PLAN [-`/) TS
HANDRAIL REQUIRED FOR ACTUAL RISER
FOR ALL ADA ACCESS HT. AND # OF STAIRS
72"
ROUTES. SEE HANDRAIL
2RAD TYP." '
Bo
DETAIL. I FOR NOSE; d°. • °
•. :
21 TYP.
BS a . . u? ti SEE A
.. PSI CONCRETE
300 0
AT 28 DAYS,
• ,, }° AIR -ENTRAINED
14 ^y JF 611X611W1%o WWF OR #4 REBAR @ 12" O.C.
`r° d (VERT) AND #3 @ 6" O.C. (HORIZ) WI 2" MIN.
00
COVER
COMPACTED VDOT #21A STONE BASE, 8' MIN.
REIN F. WALL
FOOTING; TYP. ° 95% COMPACTED SUBGRADE
EXPANSION JOINT WITH %" RECESSED BACKER ROD
AT TOP AND BOTTOM OF STAIR SET; CONT., TYP.
rF7�)II BRICK WING WALL STAIRS
21 SECTION H-005
N.T.S.
CHEZ
(IF A
HANbMMIL r -w I I V oF-
LOCATED 1.5" OFF CHEEKWALL
AND MAINTAIN A S CLEAR
AREA BETWEEN HANDRAILS IN
ALL CASES
STEPS
(SEE PLANS FOR ACTUAL LAYOUT)
PLAN
HANDRAIL TO EXTEND AT
LEAST 12" PLUS THE WIDTH
OF ONE TREAD BEYOND
BOTTOM STEP.
LAMB'S -J
TONGUE RETURN;
TYP.
NOTES:
SEE PLANS FOR RISER AND TREAD INTERVALS.
HANDRAILS TO BE FURNISHED BY VIRGINIA RAILING AND
GATES, RICHMOND, VA; 1.804.798.8777.
ALL HANDRAILS PARTS TO BE BENJAMIN MOORE ALPHATIC
ACRYLIC URETHANE SEMI -GLOSS BLACK.
CONTINUOUS WELD ALL JOINTS. CONTRACTOR TO
PROVIDE ENGINEER WITH SHOP DRAWINGS PRIOR TO
ORDERING AND INSTALLATION.
WHERE DIFFERENCE IN GRADE EXCEEDS 30 INCHES,
PICKETS 4" O.C. SHALL BE USED IN ACCORDANCE TO ADA
STANDARDS.
HANDRAIL TO EXTEND 12"
BEYOND, TOP RISER STEP.
SEE PLANS FOR RISER AND
TREADINTERVALS.
1 3/4" STEEL HANDRAIL
CHEEK WALL
(SEE PLANS FOR /
APPLICABILITY) /
1' MIN,
�I- 0) '
1" SQ. STEEL POST.-, SPACE VERTICAL
SECURE ALL POST WITH QUICK MEMBERS AS REQUIRED BY
SETTING HYDRAULIC CEMENT. CODE FOR STRUCTURAL
POST TO BE PLACED IN LEAD SUPPORT
SLEEVE. TOP OF SLEEVE TO BE
FLUSH WITH SURFACE (4" MIN.),
OR EQUAL
R
ADITIONAL STAIR RA
I� TILING
21 SECTION, PLAN
/
TREAD
f
SEE STEP
DETAIL 21
SECTION
S-025
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 1Y2".
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 A PERMISSIBLE
AT 12" C -C "EI CONSTRUCTION
5' MIN. JOINT SECTION B -B
2:1
z
v� 12:1 MAX ?� MIN
B 2' E o g a. r
12.11' y.•
TRUNCATED DOMES
A
installation. Contractor shall verify proper spacing requirements prior to Installation.that
the grid is properly attached to the wall face everywhere with the exception of where the sleeve is. This method is acceptable by geogrid manufacturers
2. Assembly & Installation - Refer to instructions provided with units for specific information related to the assembly of the Sleeve-ItTM system and the
when obstacles such as fence post foundations are present.
5'-0" MIN.
� Q
Step 1: Prepare a level area approximately 24" wide x 36" deep behind the wall face. The prepared area should be 24" below the proposed top of wall (not
7
including the cap stone),
SHAPE TO MATCH FACE
Step 2: Take the two sleeve halves, one front (no slots) and one back (with slots) and lay them on a level surface with the IN (smooth fingers) and the OUT
,. C, :a
(raised fingers) opposite each other. Interweave the two sleeve halves by pushing the IN finger sets under the OUT finger sets. Flip the sleeve over and
W
follow the same procedure on the other side. Stand the unit vertically and use the two plastic ties to secure the sleeve halves into a cylindrical unit.
Repeat Above Steps for next Sleeve-ItTM unit.
Step 3: Place the Plastisol coated cantilever base on the prepared area with the vertical upright about 6" from the tail of the block.
OF ROADWAY CURB
�o
"inboard" side of the vertical portion of the cantilever base. Do not install posts between vertical leg and wall face. Fill cavity completely with concrete. When
Step 4: Slide the sleeve over the vertical leg (the uncoated portion) with the slotted side of the sleeve facing away from the wall face.
concrete cures, topsoil or other surficial cover may be placed over the Sleeve-ItTM system to create final, finished appearance.
Step 5: Slip the uncoated end of each strut through the slots located in the back of the sleeve and connect them to the topmost transverse bar on the
The Sleeve-ItTM product shall be evenly spaced no farther apart than 8 feet on centers in any case. Use of the Sleeve-ItTM system is limited to the following
BACK OF CURB
20:1
48 : 1 MAX.
rear of the base.
Q
Step 6: Reposition the entire system as needed by lifting it using the top transverse bar of the vertical portion of the steel cantilever inside the sleeve after
6 -foot high and under wood fence with gaps between boards
n�
12.1 M 5' MIN
48: 1 MAX.
Step 7: Place enough 3/4" clean stone around the system to stabilize it. Set the lid in place with the handle perpendicular to the wall face. Use the handle as
suitability. 1 (800) 680-7750 or email strata@geogrid.com
the center line measuring guide to ensure that the next Sleeve-ItTM is placed with the proper spacing requirements as directed by the fence specifications.
ALL material may be subject to site testing for compliance to the above specifications.
o
--{ -4' DIA.
--j i--%" DIA.
TRUNCATED DOME
VARIABLE 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 SURFACE
(__B, TYPE A (PERPENDICULAR) APPLICATION
27 DETAIL
N.T.S.
NOTES: #3 REBAR IN NOSE; 2"
BUILDER RESERVES THE RIGHT TO ADD BRICK. CLEAR, TYP.
ALL TREADS SHALL HAVE A POSITIVE WASH
VARIES- SEE PLAN [-`/) TS
HANDRAIL REQUIRED FOR ACTUAL RISER
FOR ALL ADA ACCESS HT. AND # OF STAIRS
72"
ROUTES. SEE HANDRAIL
2RAD TYP." '
Bo
DETAIL. I FOR NOSE; d°. • °
•. :
21 TYP.
BS a . . u? ti SEE A
.. PSI CONCRETE
300 0
AT 28 DAYS,
• ,, }° AIR -ENTRAINED
14 ^y JF 611X611W1%o WWF OR #4 REBAR @ 12" O.C.
`r° d (VERT) AND #3 @ 6" O.C. (HORIZ) WI 2" MIN.
00
COVER
COMPACTED VDOT #21A STONE BASE, 8' MIN.
REIN F. WALL
FOOTING; TYP. ° 95% COMPACTED SUBGRADE
EXPANSION JOINT WITH %" RECESSED BACKER ROD
AT TOP AND BOTTOM OF STAIR SET; CONT., TYP.
rF7�)II BRICK WING WALL STAIRS
21 SECTION H-005
N.T.S.
CHEZ
(IF A
HANbMMIL r -w I I V oF-
LOCATED 1.5" OFF CHEEKWALL
AND MAINTAIN A S CLEAR
AREA BETWEEN HANDRAILS IN
ALL CASES
STEPS
(SEE PLANS FOR ACTUAL LAYOUT)
PLAN
HANDRAIL TO EXTEND AT
LEAST 12" PLUS THE WIDTH
OF ONE TREAD BEYOND
BOTTOM STEP.
LAMB'S -J
TONGUE RETURN;
TYP.
NOTES:
SEE PLANS FOR RISER AND TREAD INTERVALS.
HANDRAILS TO BE FURNISHED BY VIRGINIA RAILING AND
GATES, RICHMOND, VA; 1.804.798.8777.
ALL HANDRAILS PARTS TO BE BENJAMIN MOORE ALPHATIC
ACRYLIC URETHANE SEMI -GLOSS BLACK.
CONTINUOUS WELD ALL JOINTS. CONTRACTOR TO
PROVIDE ENGINEER WITH SHOP DRAWINGS PRIOR TO
ORDERING AND INSTALLATION.
WHERE DIFFERENCE IN GRADE EXCEEDS 30 INCHES,
PICKETS 4" O.C. SHALL BE USED IN ACCORDANCE TO ADA
STANDARDS.
HANDRAIL TO EXTEND 12"
BEYOND, TOP RISER STEP.
SEE PLANS FOR RISER AND
TREADINTERVALS.
1 3/4" STEEL HANDRAIL
CHEEK WALL
(SEE PLANS FOR /
APPLICABILITY) /
1' MIN,
�I- 0) '
1" SQ. STEEL POST.-, SPACE VERTICAL
SECURE ALL POST WITH QUICK MEMBERS AS REQUIRED BY
SETTING HYDRAULIC CEMENT. CODE FOR STRUCTURAL
POST TO BE PLACED IN LEAD SUPPORT
SLEEVE. TOP OF SLEEVE TO BE
FLUSH WITH SURFACE (4" MIN.),
OR EQUAL
R
ADITIONAL STAIR RA
I� TILING
21 SECTION, PLAN
/
TREAD
f
SEE STEP
DETAIL 21
SECTION
S-025
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 1Y2".
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 A PERMISSIBLE
AT 12" C -C "EI CONSTRUCTION
5' MIN. JOINT SECTION B -B
2:1
z
v� 12:1 MAX ?� MIN
B 2' E o g a. r
12.11' y.•
TRUNCATED DOMES
r;
I ID 0 01 el)
C , . :a
:? :a
iN
I-%" DIA.
--%" DIA.
- " " `' TRUNCATED DOME
VARIABLE 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 SURFACE
TYPE B (PARALLEL) APPLICATION
27 % DETAIL
VARIES
G TYPICAL RAILING
21 %SECTION, DETAIL
FENCE POST*
SET POSITION OF
SLEEVE IMMEDIATELY
BEHIND TOPMOST SRW
UNIT.
CAP UNIT -�
1
X
SRW UNIT
SECTION
P-028
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 1Y2".
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 711.
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'-0-0" 5'-0"
A -"- 1BACK OF CURB 11 2 : 1 48: 1 MAX.
I 20:1 48:1 M
�5' MIN PERMISSIBLE CONST.
JOINT
6„ "') 2' MIN.
L SECTION A -A
A --1-J TRUNCATED DOMES
TANGENT PLAN
:1
6 MIN
** MAX. '
2 tN..AT * , 2" HIGHER THAN
Q EDGE OF PAVEMENT
AT * * , SAME AS
vii TOP OF CURB
co0
U =umala!�THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE
t7 r� UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS
II �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.
2%" C -C TRUNC�AT-E-D• DOME
A
--{ 1-48" DIA.
DIA.
TRUNCATED DOME
- c>
t,
2%" GC 0 <r o
, 0 > 0
0 Q D
;., 3 .:,
VARIABLE 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 SURFACE
D TYPE C (PARALLEL & PERPENDICULAR) APPLICATION
27) DETAIL P-029
N.T.S.
EQUAL
1 1/2" STEEL SQUARE TUBE
TOP RAIL (PAINTED)
T
1 1/2" SQUARE TUBE STEEL
NEWEL POST @ CENTER OF SPAN
OR 36" O.C. MIN.
(PAINTED)
3/4 STEEL TUBE PICKETS, T°fP. - io
SPACED 4" O.C. MAXIMUM (PAINTED)
SLEEVE -IT TM 1224R
12" OX24" DEEP
FILL SLEEVE WITH CONCRETE,
SET FENCE POST. CUT THE GEOGRID
AROUND THE
SLEEVE-ITTM SYSTEM AS
NECESSARY
4} COMPACT TO 95%
srj..." MDD PER ASTM D698.
REINFORCED I
BACKFILL ZONE GEOGRID
1 1/2" STEEL SQUARE TUBE cv
BOTTOM RAIL, TYP. (PAINTED)
L
3" MAX. CLEAR TO FINISH FLOOR
FRONT
SLEEVE
ISOMETRIC
ASSEMBLY & INSTALLATION
HOLD
1 1/2" STEEL SQUARE TUBE
TOP RAIL
1 1/2" ROUND METAL
HANDRAIL
3/4" STEEL TUBE PICKETS,
TYPICAL
s .i a•
" ;1
LEETS T FOR MOREINFORMATION
1-800-680-7750A SYSTEMS 1NONTACT:
OR
strata@geogrid.com
WHEN YOUR WALL NEEDS A FENCE
PATENTS PENDING
SLEEVE -IT TIM
1224R LID
LEG v
TRUTS
CANTILEVER
BASE
1. General -The Sleeve-ItTM post foundation system shall be purchased and installed by the retaining wall contractor to facilitate future fence post
A
installation. Contractor shall verify proper spacing requirements prior to Installation.that
the grid is properly attached to the wall face everywhere with the exception of where the sleeve is. This method is acceptable by geogrid manufacturers
2. Assembly & Installation - Refer to instructions provided with units for specific information related to the assembly of the Sleeve-ItTM system and the
when obstacles such as fence post foundations are present.
5'-0" MIN.
� Q
Step 1: Prepare a level area approximately 24" wide x 36" deep behind the wall face. The prepared area should be 24" below the proposed top of wall (not
„
including the cap stone),
SHAPE TO MATCH FACE
Step 2: Take the two sleeve halves, one front (no slots) and one back (with slots) and lay them on a level surface with the IN (smooth fingers) and the OUT
SRW guidelines. Care should be taken during the first 6-8" lift to avoid affecting the integrity of the struts extending back into the backfill zone.
(raised fingers) opposite each other. Interweave the two sleeve halves by pushing the IN finger sets under the OUT finger sets. Flip the sleeve over and
W
follow the same procedure on the other side. Stand the unit vertically and use the two plastic ties to secure the sleeve halves into a cylindrical unit.
Repeat Above Steps for next Sleeve-ItTM unit.
Step 3: Place the Plastisol coated cantilever base on the prepared area with the vertical upright about 6" from the tail of the block.
OF ROADWAY CURB
�o
"inboard" side of the vertical portion of the cantilever base. Do not install posts between vertical leg and wall face. Fill cavity completely with concrete. When
Step 4: Slide the sleeve over the vertical leg (the uncoated portion) with the slotted side of the sleeve facing away from the wall face.
concrete cures, topsoil or other surficial cover may be placed over the Sleeve-ItTM system to create final, finished appearance.
Step 5: Slip the uncoated end of each strut through the slots located in the back of the sleeve and connect them to the topmost transverse bar on the
The Sleeve-ItTM product shall be evenly spaced no farther apart than 8 feet on centers in any case. Use of the Sleeve-ItTM system is limited to the following
BACK OF CURB
20:1
48 : 1 MAX.
rear of the base.
Q
Step 6: Reposition the entire system as needed by lifting it using the top transverse bar of the vertical portion of the steel cantilever inside the sleeve after
6 -foot high and under wood fence with gaps between boards
n�
12.1 M 5' MIN
48: 1 MAX.
Step 7: Place enough 3/4" clean stone around the system to stabilize it. Set the lid in place with the handle perpendicular to the wall face. Use the handle as
suitability. 1 (800) 680-7750 or email strata@geogrid.com
the center line measuring guide to ensure that the next Sleeve-ItTM is placed with the proper spacing requirements as directed by the fence specifications.
ALL material may be subject to site testing for compliance to the above specifications.
o
�
O2MIN.I
4
Le. No. 35326 W
N
A 4' SQUARE LANDING AREA
L
16
SECTION A A
_
ou)
m
7m
1>
OUTSIDE OF TRAVELWAY
SHALL BE PROVIDED FOR
E�
+v N
o�
�E
a�
WALK
O
SCALE: As Shown
ISSUED: 6 Feburary 2017
v o
L
CROSS PERPENDICULAR CROSSWALK
21
s
n nWITHIN
-- 02-08-17, BOS ACTION
THE MARKED
CROSSWALK
CROSSWALK AREA.
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
2 8" C -C TRUNCATED DOME
r;
I ID 0 01 el)
C , . :a
:? :a
iN
I-%" DIA.
--%" DIA.
- " " `' TRUNCATED DOME
VARIABLE 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 SURFACE
TYPE B (PARALLEL) APPLICATION
27 % DETAIL
VARIES
G TYPICAL RAILING
21 %SECTION, DETAIL
FENCE POST*
SET POSITION OF
SLEEVE IMMEDIATELY
BEHIND TOPMOST SRW
UNIT.
CAP UNIT -�
1
X
SRW UNIT
SECTION
P-028
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 1Y2".
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 711.
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'-0-0" 5'-0"
A -"- 1BACK OF CURB 11 2 : 1 48: 1 MAX.
I 20:1 48:1 M
�5' MIN PERMISSIBLE CONST.
JOINT
6„ "') 2' MIN.
L SECTION A -A
A --1-J TRUNCATED DOMES
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:1
6 MIN
** MAX. '
2 tN..AT * , 2" HIGHER THAN
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AT * * , SAME AS
vii TOP OF CURB
co0
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t7 r� UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS
II �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.
2%" C -C TRUNC�AT-E-D• DOME
A
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DIA.
TRUNCATED DOME
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VARIABLE 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 SURFACE
D TYPE C (PARALLEL & PERPENDICULAR) APPLICATION
27) DETAIL P-029
N.T.S.
EQUAL
1 1/2" STEEL SQUARE TUBE
TOP RAIL (PAINTED)
T
1 1/2" SQUARE TUBE STEEL
NEWEL POST @ CENTER OF SPAN
OR 36" O.C. MIN.
(PAINTED)
3/4 STEEL TUBE PICKETS, T°fP. - io
SPACED 4" O.C. MAXIMUM (PAINTED)
SLEEVE -IT TM 1224R
12" OX24" DEEP
FILL SLEEVE WITH CONCRETE,
SET FENCE POST. CUT THE GEOGRID
AROUND THE
SLEEVE-ITTM SYSTEM AS
NECESSARY
4} COMPACT TO 95%
srj..." MDD PER ASTM D698.
REINFORCED I
BACKFILL ZONE GEOGRID
1 1/2" STEEL SQUARE TUBE cv
BOTTOM RAIL, TYP. (PAINTED)
L
3" MAX. CLEAR TO FINISH FLOOR
FRONT
SLEEVE
ISOMETRIC
ASSEMBLY & INSTALLATION
HOLD
1 1/2" STEEL SQUARE TUBE
TOP RAIL
1 1/2" ROUND METAL
HANDRAIL
3/4" STEEL TUBE PICKETS,
TYPICAL
s .i a•
" ;1
LEETS T FOR MOREINFORMATION
1-800-680-7750A SYSTEMS 1NONTACT:
OR
strata@geogrid.com
WHEN YOUR WALL NEEDS A FENCE
PATENTS PENDING
SLEEVE -IT TIM
1224R LID
LEG v
TRUTS
CANTILEVER
BASE
1. General -The Sleeve-ItTM post foundation system shall be purchased and installed by the retaining wall contractor to facilitate future fence post
TM
eo rid around the SleeVe-ItTM system, slit the eo rld perpendicular to the wall face just enough to fold around the sleeve ensuring
Step 8: When installing g g y g g p p � g g
installation. Contractor shall verify proper spacing requirements prior to Installation.that
the grid is properly attached to the wall face everywhere with the exception of where the sleeve is. This method is acceptable by geogrid manufacturers
2. Assembly & Installation - Refer to instructions provided with units for specific information related to the assembly of the Sleeve-ItTM system and the
when obstacles such as fence post foundations are present.
correct installation procedure. When the segmental retaining wall has been constructed to two feet from top not including the capstone:
� Q
Step 1: Prepare a level area approximately 24" wide x 36" deep behind the wall face. The prepared area should be 24" below the proposed top of wall (not
Important Note: Backfill soil as prescribed by retaining wall manufacturer. Backfill material above and surrounding the Sleeve-ItTM system must be
compacted to a minimum of 95% of the material's maximum dry density as determined by ASTM D-698 (Standard Proctor). Backfill and compaction within
including the cap stone),
three feet of the wall face should be performed with hand operated equipment as recommended by the National Concrete Masonry Association (NCMA)
Step 2: Take the two sleeve halves, one front (no slots) and one back (with slots) and lay them on a level surface with the IN (smooth fingers) and the OUT
SRW guidelines. Care should be taken during the first 6-8" lift to avoid affecting the integrity of the struts extending back into the backfill zone.
(raised fingers) opposite each other. Interweave the two sleeve halves by pushing the IN finger sets under the OUT finger sets. Flip the sleeve over and
W
follow the same procedure on the other side. Stand the unit vertically and use the two plastic ties to secure the sleeve halves into a cylindrical unit.
Repeat Above Steps for next Sleeve-ItTM unit.
Step 3: Place the Plastisol coated cantilever base on the prepared area with the vertical upright about 6" from the tail of the block.
When installing fencing, posts must be concreted into the Sleeve-ItTM cavity.
Fence posts shall extend a minimum distance of 18" into the sleeve to ensure proper engagement with the Sleeve- ItTM system. All posts must be on the
�o
"inboard" side of the vertical portion of the cantilever base. Do not install posts between vertical leg and wall face. Fill cavity completely with concrete. When
Step 4: Slide the sleeve over the vertical leg (the uncoated portion) with the slotted side of the sleeve facing away from the wall face.
concrete cures, topsoil or other surficial cover may be placed over the Sleeve-ItTM system to create final, finished appearance.
Step 5: Slip the uncoated end of each strut through the slots located in the back of the sleeve and connect them to the topmost transverse bar on the
The Sleeve-ItTM product shall be evenly spaced no farther apart than 8 feet on centers in any case. Use of the Sleeve-ItTM system is limited to the following
vertical leg inside the sleeve. Connect the coated ends of the struts to the coated base portion of the steel cantilever on the second transverse bar from the
fencing applications without consideration of wind load:
rear of the base.
- 8 -foot high and under chain link fences
Step 6: Reposition the entire system as needed by lifting it using the top transverse bar of the vertical portion of the steel cantilever inside the sleeve after
6 -foot high and under wood fence with gaps between boards
assembly. Make sure the wall batter for any remaining courses of block is accounted for when positioning the Sleeve-ItTM in its final location.
- 6 -foot hight and under ballustraded PVC, steel, aluminum or wrought iron fences.
For other fencing systems specifically not meeting these criteria, contact Strata Systems Inc., to determine
Step 7: Place enough 3/4" clean stone around the system to stabilize it. Set the lid in place with the handle perpendicular to the wall face. Use the handle as
suitability. 1 (800) 680-7750 or email strata@geogrid.com
the center line measuring guide to ensure that the next Sleeve-ItTM is placed with the proper spacing requirements as directed by the fence specifications.
ALL material may be subject to site testing for compliance to the above specifications.
- SLEEVE-ITTM FENCE POST INSTALLATION (1224R)
21
SECTION, ISOMETRIC F- s
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22) DETAIL
22) DETAIL
22) DETAIL
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
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.)
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S-053
N.T.S.
S-056
N.T.S.
S-054
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.)
BRIGK I 1EA R COURSE; TYP.
41" CONCAVE JOINT MAX.
WHEN PATIO BORDER MEETS
BLDG OR WALL, PLACE
EXPANSION JOINT
FINISH GRADE 1.5" BELOW TOP
1.5" + MORTAR SETTING BED
4" CONCRETE SLAB; 3,000 PSI MIN.
WITH (2) #3 REBAR, CONT., 2" CLEAR
80% COMPACTED SUBGRADE
S-060
N.T.S.
P-009
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
C CLUSTER MAILBOX
22) DETAIL
NOTE:
CONTRACTOR TO PROVIDE ANCHOR
BOLTS AND INSTALL PER
MANUFACTURER'S RECOMMENDATIONS
CONTRACTOR TO SET CONCRETE PAD
PRIOR TO INSTALLATION (2000 PSI MAX.)
6" DIA., SCH 40, STL PIPE, FILL W/ CONCRETE.
SET IN 18" SQ. CONC. FOOTING, SLOPE TOP TO
DRAIN (OR EQUAL). IF EQUAL, CONTRACTOR TO
INSTALL PER MANUF.'S INSTALLATION
INSTRUCTIONS.
PRIOR TO INSTALLATION PAINT WITH TWO
COATS RUST PROOF PRIMER. THEN WITH TWO
COATS BRIGHT YELLOW ENAMEL.
SLOPE
FINISHED GRADE
MP
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.
SEE DETAIL:
n
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1811
METAL BOLLARD
F
22) DETAIL
BRICK
ROWLOCK
CAP
BRICK
SOLDIER
COURSE
OUTSIDE OF
ENCLOSURE
S-059
N.T.S.
S-015
N.T.S.
gull IMT r.0 -a 9 4 :4701 IN a =1 ilk DI IL01:111 :4 mil- 1111 IN
22)SECTION H-021
N.T.S.
D 1 DUMPSTER ENCLOSURE
22)PERSPECTIVE
CMU WALT
W/ BRICK
"HINGE ANCHOR POST" MIN.
6" STEEL POST, SET 2 FEET
DEEP IN CONCRETE FOR
HINGE ATTACHMENT
BRICK VENEER TO MATCH
BUILDING COLOR AND SIZE
h
SLIDE BOLT
2X6 CEDAR TRIM
4'-0" HIGH - 6" DIA. STEEL PIPE -CONCRETE
FILLED 2' BELOW GRADE W 16" DIA. CONC.
FO TING SET 2' FROM SCREEN WALL
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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
C CLUSTER MAILBOX
22) DETAIL
NOTE:
CONTRACTOR TO PROVIDE ANCHOR
BOLTS AND INSTALL PER
MANUFACTURER'S RECOMMENDATIONS
CONTRACTOR TO SET CONCRETE PAD
PRIOR TO INSTALLATION (2000 PSI MAX.)
6" DIA., SCH 40, STL PIPE, FILL W/ CONCRETE.
SET IN 18" SQ. CONC. FOOTING, SLOPE TOP TO
DRAIN (OR EQUAL). IF EQUAL, CONTRACTOR TO
INSTALL PER MANUF.'S INSTALLATION
INSTRUCTIONS.
PRIOR TO INSTALLATION PAINT WITH TWO
COATS RUST PROOF PRIMER. THEN WITH TWO
COATS BRIGHT YELLOW ENAMEL.
SLOPE
FINISHED GRADE
MP
OR SURFACING-
.
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n
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METAL BOLLARD
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22) DETAIL
BRICK
ROWLOCK
CAP
BRICK
SOLDIER
COURSE
OUTSIDE OF
ENCLOSURE
S-059
N.T.S.
S-015
N.T.S.
gull IMT r.0 -a 9 4 :4701 IN a =1 ilk DI IL01:111 :4 mil- 1111 IN
22)SECTION H-021
N.T.S.
D 1 DUMPSTER ENCLOSURE
22)PERSPECTIVE
CMU WALT
W/ BRICK
"HINGE ANCHOR POST" MIN.
6" STEEL POST, SET 2 FEET
DEEP IN CONCRETE FOR
HINGE ATTACHMENT
BRICK VENEER TO MATCH
BUILDING COLOR AND SIZE
h
SLIDE BOLT
2X6 CEDAR TRIM
4'-0" HIGH - 6" DIA. STEEL PIPE -CONCRETE
FILLED 2' BELOW GRADE W 16" DIA. CONC.
FO TING SET 2' FROM SCREEN WALL
VARIES
PAINTED STEEL COLUMNS
CMU WALL TYPICAL W1 METAL
A CLOSER PLATE
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CMU WALL TYPICAL W1 METAL
A CLOSER PLATE
TRASH ENCLOSURE GATES----
VERITCAL CEDAR SIDING
PLAN ATTACHED TO METAL
FRAME 22
VARIES
VERTICAL SIDING W
APPLIED STAINED CEI
T -O" GATE
LOCATION MAY VARY - GC
IS RESPONSIBLE FOR
COORDINATING
"HINGE ANCHOR POST" MIN. 6" STEEL"
POST, SET 2 FEET DEEP IN
COMPACTOR ENCLOSURE GATES -
CONCRETE FOR HINGE ATTACHMENT VERTICAL CEDAR SIDING ON
METAL FRAME
ELEVATION
J DUMPSTER BRICK ENCLOSURE AND GATES
BRICK VENEER TO
MATCH BLDG. COLOR
& SIZE
"HINGE ANCHOR POST" MIN.
6" STEEL POST, SET 2 FEET
DEEP IN CONCRETE FOR
HINGE ATTACHMENT
NOTES:
1. ALL GATES SHALL HAVE CROSS MEMBERS
FOR BRACING.
2. GATES STOPS MUST BE INSTALLED ON
ALL GATES TO SECURE GATE IN OPEN OR
CLOSED POSITIONS.
T -O" GATE W/ APPLIED
VERTICAL CEDAR
SIDING
ELEVATION
H-022
N.T.S.
22 DETAIL, SECTION, ELEVATION, PLAN
H-0
N.T.S.
101.01f 101.011
TOP RAIL 1-5/8" PIPE TYP. TOP RAIL
(SS20) GALV. CONNECTION AS
9 GA. TIE WIRE -24" o.c. RAIL END
SHOWN -20
NOTE:
ALL FITTINGS
ki 2"x2"'x9 GA. FABRIC
TO BEKNUICKLEDTOP &
SEMI -STEEL
(NO ALUM.) 4 9 GA. TIE 6T:,� 0 M
a.
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-
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TYP. LINE 3/8" TRUSS ROD
POST 2" ALL CORNERS,
OD GALV. V i INTERSECTIONS
PIPE; 8' OC \'I'J, \4 ,1, 7 GA. BOTTOM TENSION WIC
,—=fn
NOTE: ALL WIRE FABRIC AND FENCE
HARDWARE SHALL BE GALVANIZED.
G N
BLACK POLY -COATED CHAIN SHALL BE
INSTALLED ON THE OUTSIDE UNLESS
OTHERWISE NOTED. POST SHALL BE
INSTALLED BEHIND WALLS USING
SLEEVE -IT SYSTEM. SEE DETAIL:
TYPICAL LINE
4)
POST FOOTING
�4CHAIN LINK FENCE
22 JSECTION
POST CAP- MAY
BE ALUM
POST BAND
DRAW BAR
1/4"x 3/4"
TERMINAL POST 2 1/2'
(SS20) OD GALV. PIPE
(SAME NOTE AS
TRUSS ROD)
3500 psi
CONCRETE; TYP
TYPICAL CORNER
POST FOOTING
F-036
NTS
22)SECTION
7" REINFORCED CONCRETE SLAB;
4000 MIN. PSI., AT 28 DAYS FINISH
TO MATCH TYPICAL SIDEWALK
-
REINFORCED WITH 6' X 6" W ivio
WWM
6X 6" W Ivio WWM
4" COMPACTED VDOT #21A STONE BASE -
VDOT (UD -4) UNDERDRAINS AS REQUIRED BY
VDOT
95% COMPACTED SUBGRADE;
REMOVE ALL ORGANIC MATERIAL
P-002
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VERITCAL CEDAR SIDING
PLAN ATTACHED TO METAL
FRAME 22
VARIES
VERTICAL SIDING W
APPLIED STAINED CEI
T -O" GATE
LOCATION MAY VARY - GC
IS RESPONSIBLE FOR
COORDINATING
"HINGE ANCHOR POST" MIN. 6" STEEL"
POST, SET 2 FEET DEEP IN
COMPACTOR ENCLOSURE GATES -
CONCRETE FOR HINGE ATTACHMENT VERTICAL CEDAR SIDING ON
METAL FRAME
ELEVATION
J DUMPSTER BRICK ENCLOSURE AND GATES
BRICK VENEER TO
MATCH BLDG. COLOR
& SIZE
"HINGE ANCHOR POST" MIN.
6" STEEL POST, SET 2 FEET
DEEP IN CONCRETE FOR
HINGE ATTACHMENT
NOTES:
1. ALL GATES SHALL HAVE CROSS MEMBERS
FOR BRACING.
2. GATES STOPS MUST BE INSTALLED ON
ALL GATES TO SECURE GATE IN OPEN OR
CLOSED POSITIONS.
T -O" GATE W/ APPLIED
VERTICAL CEDAR
SIDING
ELEVATION
H-022
N.T.S.
22 DETAIL, SECTION, ELEVATION, PLAN
H-0
N.T.S.
101.01f 101.011
TOP RAIL 1-5/8" PIPE TYP. TOP RAIL
(SS20) GALV. CONNECTION AS
9 GA. TIE WIRE -24" o.c. RAIL END
SHOWN -20
NOTE:
ALL FITTINGS
ki 2"x2"'x9 GA. FABRIC
TO BEKNUICKLEDTOP &
SEMI -STEEL
(NO ALUM.) 4 9 GA. TIE 6T:,� 0 M
a.
WIREII
-
14" OC; TYP
TYP. LINE 3/8" TRUSS ROD
POST 2" ALL CORNERS,
OD GALV. V i INTERSECTIONS
PIPE; 8' OC \'I'J, \4 ,1, 7 GA. BOTTOM TENSION WIC
,—=fn
NOTE: ALL WIRE FABRIC AND FENCE
HARDWARE SHALL BE GALVANIZED.
G N
BLACK POLY -COATED CHAIN SHALL BE
INSTALLED ON THE OUTSIDE UNLESS
OTHERWISE NOTED. POST SHALL BE
INSTALLED BEHIND WALLS USING
SLEEVE -IT SYSTEM. SEE DETAIL:
TYPICAL LINE
4)
POST FOOTING
�4CHAIN LINK FENCE
22 JSECTION
POST CAP- MAY
BE ALUM
POST BAND
DRAW BAR
1/4"x 3/4"
TERMINAL POST 2 1/2'
(SS20) OD GALV. PIPE
(SAME NOTE AS
TRUSS ROD)
3500 psi
CONCRETE; TYP
TYPICAL CORNER
POST FOOTING
F-036
NTS
22)SECTION
7" REINFORCED CONCRETE SLAB;
4000 MIN. PSI., AT 28 DAYS FINISH
TO MATCH TYPICAL SIDEWALK
-
REINFORCED WITH 6' X 6" W ivio
WWM
6X 6" W Ivio WWM
4" COMPACTED VDOT #21A STONE BASE -
VDOT (UD -4) UNDERDRAINS AS REQUIRED BY
VDOT
95% COMPACTED SUBGRADE;
REMOVE ALL ORGANIC MATERIAL
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2"X4"
RAIL
A
"HINGE ANCHOR POST'/
MIN. 6" STEEL POST, SET 2
FEET DEEP IN CONCRETE
FOR HINGE ATTACHMENT
b
"HINGI
MIN. 6" STEEL POST, SET 2
FEET DEEP IN CONCRETE
FOR HINGE ATTACHMENT
ELEVATION
29'- 7 318"
2"X4" WOO 2"X8" CEDAR GALV. METAL 2"X4" CEDAR-\
RAIL CAP POST TRIM
1"X6" CEDAR PICKETS
- - --------- -- ---- - —...
— --------- --- - - —— - - - - - - -- --
- -2"X4" CEDAR TRIM
N o- 4'-0" HIGH - 6" DIA. STEEL
N PIPE -CONCRETE FILLED 2' BELOW 2"X$" CEDAR CAP
� VV -
GRADE 16" DIA. CONC. FOOTING SET 2'A o
V-6 3/4" T-4" O.C. FROM SCREEN WALLGALV. METAL POST
TYP
f,.
LL
2X2 MEATL
FRAME 3'-0"
GATE W/ 1X6
CEDAR PICKETS I
13'-7" 13'-7"
LOCATION MAY VARY - GC
IS RESPONSIBLE FOR
COORDINATING
TRASH ENCLOSURE GATES- 23
VERITCAL CEDAR SIDING
ATTACHED TO METAL
FRAME
LIYVLIJV UI\V Vlll LV
VERTICAL CEDAR SIDING
ON METAL FRAME
N
"HINGE ANCHOR
POST" MIN. 6" STE
POST, SET 2 FEEL
DEEP IN CONCRE'
FOR HINGE
ATTACHMENT
2X2 MEATL FRAM
T-0" GATE W/ 1X6
CEDAR PICKETS
GRAVITY LATCH
NOTES:
1. ALL GATES SHALL HAVE CROSS MEMBERS FOR BRACING.
2. GATES STOPS MUST BE INSTALLED ON ALL GATES TO
SECURE GATE IN OPEN OR CLOSED POSITIONS.
3. ALL EXPOSED WOOD TO BE STAINED AND SEALED.
4. STAIN COLOR TO BE DETERMINED BY OWNER.
ELEVATION
)OD
ICKET
A DUMPSTER WOODEN ENCLOSURE AND GATES B
23 DETAIL, SECTION, ELEVATION, PLAN N.T.S. 23
50 CM (19.7")
16.7 CM (6.6") L 25 CM (9.8")
SPECIFICATIONS
UNIT SIZE- 50 CM X 50 CM X 2.5 CM
(20" X 20" X 1 ")
AVAILABLE IN 9 STANDARD ROLL SIZES
UNIT WEIGHT - 510 GRAMS (18 OZ.)
OR 2.0 KG (4.5 POUNDS)
STRENGTH - 402 KG/CM2 (5720 PSI)
COLOR - BLACK(STANDARD)
RESIN - HDPE (WITH SOME POST -CONSUMER
RECYCLED CONTENT)
PLAN
GRASSPAVE2 SQUARES
ADJACENT GRASSPAVE2 SQUARES
SEE ENLARGEMENT BELOW
HYDROGROW MIX BELOW RING
SUPPLIED FREE BY MANUFACTURER
_ RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND)
COMPACTED SANDY GRAVEL ROAD BASE
w 95% MODIFIED PROCTOR DENSITY
- 6 INCHES TO 12 INCHES
L o (DEPTH OF BASE COURSE TO BE
i DETERMINED BY ON-SITE ENGINEER)
COMPACTED SUBGRADE,
SECTION
TOP OF GRASS ROOT MASS 6 MM
(1/4") ABOVE TOP OF RING
GRASSPAVE2 ATTACH WITH
SNAP -FIT FASTENERS
ROOT MASS TO FILL
-77 GRASSPAVE2
COMPACTED SANDY GRAVEL
BASE COURSE
ENLARGEMENT
NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR
LANDSCAPE DESIGNER.
GRASSPAVE2
1600 Jackson St., Ste. 310
GOLDEN, COLORADO 80401
800-233-1510 OR 303-233-8383
FAX: 800-233-1522 OR 303-233-8282
www. invisiblestructures.com
rev. 10105
ID -000
N.T.S.
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