HomeMy WebLinkAboutSDP201700011 Plan - Submittal (First) 2017-02-21SITE DATA:
TAX MAP PARCEL:
ZONING: R-2
090A1-00-00-001 DO
LIMITS OF DISTURBANCE:8,814 SQ. FT.
SOURCE TOPOGRAPHY: TIMMONS GROUP
28 IMPERIAL DRIVE
STAUNTON, VA 24401
540-885-0920
CONTACT: PAUL HUBER, L.S.
DATUM: HORIZONTAL: NAD '83 SOUTH ZONE
VERTICAL: NAVD '88
PRESENT USE: BOYS AND GIRLS CLUB AND SOUTHWOOD COMMUNITY CENTER
PROPOSED USE: BOYS AND GIRLS CLUB AND SOUTHWOOD COMMUNITY CENTER
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SITE PLAN EXCEPTION
CITY OF CHARLOTTESVILLE, VIRGINIA
2/21/2017
VICINITY MAP
SCALE 111: 200'
OWNER:
SOUTHWOOD CHARLOTTESVILLE LLC
19-11MR901110
CHARLOTTESVILLE, VA 22906
CONTACT: DAN ROSENSWEIG (HABITAT FOR HUMANITY)
TELEPHONE: 434-293-9066
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVENUE SUITE 200
CHARLOTTESVILLE, VA 22902
CONTACT: CRAIG KOTARSKI, P.E.
TELEPHONE: 434-964-7148
SheetIndex
Sheet Number
Sheet Title
C0.0
COVER
C1.0
NOTES & DETAILS
C1.1
NOTES & DETAILS
C2.0
EXISTING CONDITIONS
C10
LAYOUT PLAN
TOTAL # OF SHEETS=5
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DATE
2/21/17
DRAWN BY
DESIGNED BY
CHECKED BY
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GENERAL NOTES
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
2, PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE
PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO
BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES.
5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING
CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION
PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW
PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN
ACCORDANCE WITH SPECIFICATIONS.
7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS.
8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76.
PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT
STANDARDS AND SPECIFICATIONS.
9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS
FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.
10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.
12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE
RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY
THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE
ENGINEER.
13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF
CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT
FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT
SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE
FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE
DEVELOPMENT.
14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE
TRUNK LINES. (N/A)
15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE
COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE
ADDITIONAL FACILITIES AS DEEMED NECESSARY.
17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED
FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S
REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE
SURFACE COURSE(S).
18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF
0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPEC IFIICATIONS.
19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE
FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.
20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND
PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S).
CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE
SURFACE COURSE(S).
21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL
PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO
CONDITIONING OF THE SUBGRADE.
23, CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS
AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.
24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A
PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT
MAINTAINED RIGHT OF WAY. (N/A)
25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE
OF ROAD. (N/A)
26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM
SLOPE OF 0.004 ft./ft.
27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, THERE
SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A)
28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH
THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL
FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC
ON STATE ROADS.
29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE
2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03.
30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE
PLACED AT THE END OF THE DAY
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING
ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS
DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF
3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER,
OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION
INDUSTRY (29 CFR PART 1926).
BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE
CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTEC HNICAL ENGINEER IS TO BE
PRESENT DURING CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILIITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER
MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN
OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR.
L_
TABLE 3.32-D
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
TOTAL LBS. PER ACRE
MINIMUM CARE LAWN
COMMERCIAL OR RESIDENTIAL 175-200 LBS.
KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100%
IMPROVED PERENNIAL RYEGRASS 0-5%
KENTUCKY BLUEGRASS 0-5%
GENERAL SLOPE (3:1 OR LESS)
KENTUCKY 31 FESCUE 128 LBS.
RED TOP GRASS 2 LBS.
SEASONAL NURSE CROP * 20 LBS.
150 LBS.
LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1)
KENTUCKY 31 FESCUE 108 LBS.
RED TOP GRASS 2 LBS.
SEASONAL NURSE CROP 20 LBS.
CROWNVETCH ** 20 LBS.
150 LBS.
" USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES
AS STATED BELOW:
FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE
MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET
AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE
NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE
** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF
FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL
OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU
OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED
MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE
ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER
SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES.
PS 3.32
PERMANENT SEEDING MIX FOR PIEDMONT AREA
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GRADE GRADE
SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR
PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING
SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE)
WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL
BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE.
VA. SIGN FOR THE DISABLED ON 0.80 GAUGE
ALUMINUM. COLORS: GREEN BORDER &
LEGEND, BLUE SYMBOL FOR ACCESSIBILITY,
WHITE BACKGROUND.
PARKING SIGNS FOR THE DISABLED
No Scale
CONCRETE BUMPER BLOCK
ANCHOR WITH 5/8" REBAR
IMBEDDED 24" IN GROUND HANDICAP SIGN
HANDICAP SIGN LOCATION (VAN)
LOCATION (TYP.)
EOP
8' 5' 8' 8' 8'
TYPICAL VAN
ACCESSIBLE r ACCESSIBLE
HANDICAP SPACES
TYPICAL PARKING SPACE DETAILS
No Scale
110: 15" Basin - Circular Grate
STA 10+00.00
TOP 453.00
INV OUT 446.93 (109)
465
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9+50
18' 18'
6
EXPANSION JOINT AT MAX OF 100',
WITH PREMOLDED EXPANSION FILLER
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COMPACTED SUBGRADE 4" 21-B STONE
CONCRETE SIDEWALK JOINT DETAIL
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VARIABLE WIDTH'
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CONCRETE
COMPACTED SUBGRADE 4" TYPE 21B STONE COVER
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
FACE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
CURBB ACCORDANCE WITH VDOT STANDARDS.
4"
PARTED CONCRETE SIDEWALK PAVEMENT SECTION
IPE
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REGULAR SPACE
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STA 10+00.00
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INV OUT 446.93 (109)
465
445
440
9+50
18' 18'
6
EXPANSION JOINT AT MAX OF 100',
WITH PREMOLDED EXPANSION FILLER
CONC. WALK
COMPACTED SUBGRADE 4" 21-B STONE
CONCRETE SIDEWALK JOINT DETAIL
No Scale
VARIABLE WIDTH'
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° 4
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CONCRETE
COMPACTED SUBGRADE 4" TYPE 21B STONE COVER
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
FACE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
CURBB ACCORDANCE WITH VDOT STANDARDS.
4"
PARTED CONCRETE SIDEWALK PAVEMENT SECTION
IPE
(TYPICAL) No Scale
REGULAR SPACE
2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A
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2121117
DRAWN BY
DESIGNED BY
CHECKED BY
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6" MIN
NON TRAFFIC INSTALLATION
DRAIN BASIN
u RUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR
CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL
FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED E COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
IER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR
CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL
FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITHI ASTM D2321.
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
DRAWN BY
CJA
MATERIAL
GENERAL NOTES:�
3130 VERONA AVE
NYLOPLASTHASPROPRIETARYRIGHTS. THE RECEIPT
THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
(FEET)
2.
DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST)`w'°
WITH SLIP RESISTANTINTEGRAL SURFACE COVERING THE FULL WIDTH OF THE
BUFORD, GA 30518
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER; OR LICENSE THE USE OF THE DESIGN OR
DATE
9-30-99
PLUG AT END OF LINE
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1\y �CA�i
PHN 1770) 932.2443
(770) 932-2490
TECHNICAL INFORMATION SHOWN HEREIN
REVISEDBY
CCA
PROSECT NOJNAME
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1
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS,
rrf�rl/\\
\i,110
4.
TITLE
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CONTAINED HEREIN. OR MANUFACTURE OF ANY
DATE
12.23.11
45
DRAIN BASIN & INLINE DRAIN
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
5.
REQUIRED BARS ARE TO BE NO.5 X 8" PLACED V CENTER TO CENTER ALONG
12:1 MAX
NON TRAFFIC INSTALLATION
IS FORBIDDEN, EXCEPT EY SPECIFIC WRITTENOWG
REQUIRED.
r
CONCRETE COVER 1'12".
1.50
6.
PERMISSION FROM NYLOPLAST. eat, WILL MAST SIZE
A
SCALE 1:25 SHEET 9 OF 1
DWG N0. 7001-110-111
REV D
TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY
TRUCK TRAFFIC)FOR CONCRETE DEPTH,
10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH
11, WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL),
A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR
INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY, THIS 4' x 4'
LANDING AREA MAY INCLUDE THE GUTTER PAN.
TRUNCATED DOME n
12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF_ 1.6"-2.4" C -C
CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE 0
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD a 0 0 O O G z
-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH +� ' _�
THE BACK OF CURB. O O O O O O O O O a 0 0
e O o 0 0 0 0 0 0 0 0 0 0�Tq'
LANDING RAMPU O O O O C7 0 0 0 0 0 0 0 0 0 0 i 0
-f' y. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j
"s
0 0 0 0 O 0 0 0 0 O O 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
50`/.-6OP DIAMETEP, 5! OF BASE DIAMETER Q O 0 0 0 0 0 0 0 0 0 0 0 0 0
TI
DETECTABLE WARNING o
AT BACK OF CURB \\\a 0-9" 1.4" VARIABLE FULL WIDTH OF RAMP FLOOR I
SEE NOTE 12. _ BASE DIAMETER
PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARMING
INSTALLED ON A RADIUS DETAIL DETAIL
SPECIFICAN
DOT TIO
CG -12 DETECTABLE WARNING SURFACE REFERENCE
ROAD AND BRIDGE STANDARDS
SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105
7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
203.05
MAX, W-0" _I
J2'' DIA. SOLID STEEL SMOOTH
ROUND ROD (TYP.) OR
1" STldiDARD PIPE.
z" O.D. STANDARD PIPE FOR RAILS
z' O.D. EXTRA STRONG PIPE FOR POSTS
I I� WIDTH OF ONE TREAD THAT IS
i REQUIRED Ai! EACH BOTTOM RISER
cROUNDINc
ELECTRODE
CONCRETE MORTAR RUBBLE CONCRETE A
HANDRAIL INSTALLATION
HANDRAIL (GUARD) INSTALLATION ON WALLS HANDRAILS SHALL BE GROUNDED AND EFFECTIVELY BONDED,
GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH STT. FE -6,
FOR ALL DETAILS AND DIMENSIONS NOT SHOWN SEE ST'D. FE -CL..
SP3 O.D. SP3 O,D. STANDARD FE -CL
LINE POST LINE POST
SP1 O.D.
a
'° CAULK AROUND ALL POST
GROUNDING WITH SILICON SEALER
4" COVERS `- %" ROUND ROD v
BOLTS (TYP.) WITH TURNBUCKLE SP4 O.D. METAL SLEEVES TO
12.• BE CENTERED IN TOP OF WIALL
12„
l.� s
END OF RETAINING FALL f CONTRACTION JOINT
'w. REQ'D. RW -2 RETAd161NG WALI.
` ALTERNATE INSTALLATION ON WALLS
Y. NOTES:
{ >. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR PEDESTRIANS AND SHOULD
NOT BE PLACED IN ANY LOCATION W14ERE IT MIGHT BE SUBJECT T(0 ANY VEHICULAR
8' MINIMUM jj IMPACT FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD BE USED.
WITH SOIL HANDRAIL. 70 BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM
STATEWIDE BUILDING CODE.
SPECIFICATION STANDARD HANDRAIL tvooT
REFERENCE
ROAD AND BRIDGE STANDARDS
504 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION 601.05
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
INITIAL BACKFILL.
BEDDING
8 STONE
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
UNSTABL
SOIL --
INITIAL BACKFILL 4')MI
]IN
MMIN. #68 STONE
1LAR FILL AS �:'si..:_
ROVED BY ACSA
STABLE SOIL OR ROC\
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2° NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES,
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
o iV 1p
`A
1 4
12" -•
NTS
FIG. W-2
TD -2
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" 1' MIN
FLEXIBLE CONNECTION -/ NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
I- BE CORED AND A FLEXIBLE
Li CONNECTION BOOT "
7) INSTALLED
2"
BRANCH
Q
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE -- IN
NTS
FIG. S -I -B
FOR ALL BENDS
nm
CG -12
S P
45°
GENERAL NOTES:�
MIN
1.
THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
(FEET)
2.
DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST)`w'°
WITH SLIP RESISTANTINTEGRAL SURFACE COVERING THE FULL WIDTH OF THE
10:1 MAY.
I
RAMP FLOOR BY 2 FOOT IN LENGTH 1N THE DIRECTION OF PEDESTRIAN
24" M11\
PLUG AT END OF LINE
TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE
TYPE A
2 l
WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
PERPENDICULAR
3,
SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
1
2.50
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS,
rrf�rl/\\
\i,110
4.
ISPRECAST, ARS SO
CAN BE MUST
CAST N PLACE AFTER PLACEEL MENT OF
y
ji�i i y/ ` r r\ V \ / 5' 1�1N
TO
THAT ADJOIMP NING SIDESHOLES
\.\ /�/ Ni` ,\
45
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4,
1 T'iv'\ r 2., MpX
5.
REQUIRED BARS ARE TO BE NO.5 X 8" PLACED V CENTER TO CENTER ALONG
12:1 MAX
2.25
BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
REQUIRED.
r
CONCRETE COVER 1'12".
1.50
6.
CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
TYPE B
M
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER.
PARALLEL
7.
CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
\< r?r<Y
1.50
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
FACILITY
\ 1
�r;
0.10
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
\> G"
LL
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
\ r 121 MAX
90
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT
``
2:1 MAX Q .1 1 1- l
3.21
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE
INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS
__--�
�C
�� II -i I 1111 -ilk
HYDRANTS, DROP
5, M1y X
8„
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTEREDAND
- -
2.66
USED BY PEDESTRIANS.
4' MIN
8.
RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT
Al 2" VEME THAN
{OE ENT
EE F SAAM
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
AT SAME AS TOP OF CURB
1.66
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
,
0,13
PERPENDICULAR TO THE CURB,
2.91
2.66
0.32
TYPE'
9.
TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
PARALLEL & PERPENDICULAR
TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY
TRUCK TRAFFIC)FOR CONCRETE DEPTH,
10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH
11, WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL),
A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR
INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY, THIS 4' x 4'
LANDING AREA MAY INCLUDE THE GUTTER PAN.
TRUNCATED DOME n
12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF_ 1.6"-2.4" C -C
CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE 0
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD a 0 0 O O G z
-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH +� ' _�
THE BACK OF CURB. O O O O O O O O O a 0 0
e O o 0 0 0 0 0 0 0 0 0 0�Tq'
LANDING RAMPU O O O O C7 0 0 0 0 0 0 0 0 0 0 i 0
-f' y. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j
"s
0 0 0 0 O 0 0 0 0 O O 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
50`/.-6OP DIAMETEP, 5! OF BASE DIAMETER Q O 0 0 0 0 0 0 0 0 0 0 0 0 0
TI
DETECTABLE WARNING o
AT BACK OF CURB \\\a 0-9" 1.4" VARIABLE FULL WIDTH OF RAMP FLOOR I
SEE NOTE 12. _ BASE DIAMETER
PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARMING
INSTALLED ON A RADIUS DETAIL DETAIL
SPECIFICAN
DOT TIO
CG -12 DETECTABLE WARNING SURFACE REFERENCE
ROAD AND BRIDGE STANDARDS
SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105
7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
203.05
MAX, W-0" _I
J2'' DIA. SOLID STEEL SMOOTH
ROUND ROD (TYP.) OR
1" STldiDARD PIPE.
z" O.D. STANDARD PIPE FOR RAILS
z' O.D. EXTRA STRONG PIPE FOR POSTS
I I� WIDTH OF ONE TREAD THAT IS
i REQUIRED Ai! EACH BOTTOM RISER
cROUNDINc
ELECTRODE
CONCRETE MORTAR RUBBLE CONCRETE A
HANDRAIL INSTALLATION
HANDRAIL (GUARD) INSTALLATION ON WALLS HANDRAILS SHALL BE GROUNDED AND EFFECTIVELY BONDED,
GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH STT. FE -6,
FOR ALL DETAILS AND DIMENSIONS NOT SHOWN SEE ST'D. FE -CL..
SP3 O.D. SP3 O,D. STANDARD FE -CL
LINE POST LINE POST
SP1 O.D.
a
'° CAULK AROUND ALL POST
GROUNDING WITH SILICON SEALER
4" COVERS `- %" ROUND ROD v
BOLTS (TYP.) WITH TURNBUCKLE SP4 O.D. METAL SLEEVES TO
12.• BE CENTERED IN TOP OF WIALL
12„
l.� s
END OF RETAINING FALL f CONTRACTION JOINT
'w. REQ'D. RW -2 RETAd161NG WALI.
` ALTERNATE INSTALLATION ON WALLS
Y. NOTES:
{ >. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR PEDESTRIANS AND SHOULD
NOT BE PLACED IN ANY LOCATION W14ERE IT MIGHT BE SUBJECT T(0 ANY VEHICULAR
8' MINIMUM jj IMPACT FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD BE USED.
WITH SOIL HANDRAIL. 70 BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM
STATEWIDE BUILDING CODE.
SPECIFICATION STANDARD HANDRAIL tvooT
REFERENCE
ROAD AND BRIDGE STANDARDS
504 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION 601.05
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
INITIAL BACKFILL.
BEDDING
8 STONE
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
UNSTABL
SOIL --
INITIAL BACKFILL 4')MI
]IN
MMIN. #68 STONE
1LAR FILL AS �:'si..:_
ROVED BY ACSA
STABLE SOIL OR ROC\
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2° NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES,
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
o iV 1p
`A
1 4
12" -•
NTS
FIG. W-2
TD -2
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" 1' MIN
FLEXIBLE CONNECTION -/ NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
I- BE CORED AND A FLEXIBLE
Li CONNECTION BOOT "
7) INSTALLED
2"
BRANCH
Q
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE -- IN
NTS
FIG. S -I -B
FOR ALL BENDS
nm
DEGREE
S P
45°
TEE AND PLUGS
MIN
SIZE
_V-
M
(FEET)
T
I
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
45°
TEE AND PLUGS
VOL.
SIZE
Max
(FEET)
PLUG
I
CU.YD.
I
BEND
24" M11\
PLUG AT END OF LINE
�
H
2 l
i
H
T
�
1
2.50
I
1
f
FORT[ OR WYE FITTINGS
WIDEN TRENCH
TO
OF PIPE -
ACCOMMODATE
45
2.00
2.25
ANCHOR IF
0.15
2.00
2.25
2.50
REQUIRED.
r
22 1/2
1.50
2.00
BEDDING AS
REQUIRED
-
M
Io-
i
REQUIRED WHEN SOIL
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
DIMENSION
BEND
24" M11\
PLUG AT END OF LINE
L
H
T
L
H
T
EMBEDMENT
90
2.50
2.50
3.01
0.24
SPRING LINE
MECHANICAL TAMPER
OF PIPE -
4" & 6"
45
2.00
2.25
2.60
0.15
2.00
2.25
2.50
0.15
BEDDING 6" max
22 1/2
1.50
2.00
2.52
0.10
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
U
11 1/4
1.50
2,00
2.50
0.10
u
LL
90
3.66
3.16
3.21
0,48
LIQ
8„
45
2.66
2.66
2.77
0.26
QV
22 1/2
1.66
2.16
2.69
0,13
3.16
2.91
2.66
0.32
11 1/4
1.66
2.16
2.67
0.13
t
s
r-4
crud`s �-
90
4. 83
3.83
3.42
0.8 3
W
Q
�
10" & 12"
45
3.33
3.58
2.95
0.43
3.83
4.00
2.83
0.52
22 1/2
2.33
2.58
2.86
0.24
2 o
Oa�
o
f° o
11 1/4
1.83
2.33
2.84
0.18
cn s v r4
�v
c
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 TO THE VERIFY THE TYPE & SIZE OF
ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
NTS
FIG. W-3
TD -3
NOTE
1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0, 68
STONE SHALL BE PROVIDED
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD -27 TD -32
(TOP SELVAGE KNUCKLED)
POST TOP
TENSION 8AR S�
RAIL TIE
2.375" ROUND
2.875" ROUND LINE POST (6', 8' FENCE)
CORNER POST (6', 8' FENCE)
2.375" ROUND 1.900" ROUND
6' FENCE
CORNER POST (4' FENCE) LINE POST (4')
TENSION WIRE
TENSION BAR
Pff-REMAINING BACKFILL SHALL
CHECKED BY
NOT CONTAIN ROCK MATERIAL
C. KOTARSKI
36"MIN
LARGER THAN 5" IN ANY
SCALE
W
LINE POST
DIMENSION
-�-{
24" M11\
PLUG AT END OF LINE
INTIAL BACKFILL*
TENSION WIRE-
8"MIN
(6" LIFTS)
EMBEDMENT
e
* THOROUGHLY COMPACTED
BY HAND OR APPROVED
SPRING LINE
MECHANICAL TAMPER
OF PIPE -
_
BOTTOM SELVAGE KNUCKLED
HAUNCHING
NO. 68 STONE
_ _
-
KNUCKLE DETAIL
BEDDING 6" max
3'-0"
o
C
4" min
rJ ■
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
U
CONDITIONS ARE UNSTABLE
I I
aLL PIPE)
NOTE
1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0, 68
STONE SHALL BE PROVIDED
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD -27 TD -32
(TOP SELVAGE KNUCKLED)
POST TOP
TENSION 8AR S�
RAIL TIE
2.375" ROUND
2.875" ROUND LINE POST (6', 8' FENCE)
CORNER POST (6', 8' FENCE)
2.375" ROUND 1.900" ROUND
6' FENCE
CORNER POST (4' FENCE) LINE POST (4')
TENSION
WIRE
TIE
12" -►{ � � �101,
6' FENCE DETAIL
NO SCALE
LINE POST
LOOP CAP
1.66" TOP RAIL
2.375" ROUND LINE POST
(6', & FENCE)
1.900" ROUND LINE POST
(4' FENCE)
LINE POST TIE
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP Y3 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
DECIDUOUS TREE
No Scale
NOTE: STAKE EVERGREENS 6' OR
TALLER, ON SLOPES, WITH LARGE
CROWNS, OR IF LOCATED ON
WINDY SITES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT
STAKE UNLESS NECESSARY (SEE
NOTE). DO NOT WRAP TRUNK
SET ROOTBALL FLUSH TO GRADE
OR 1-2" HIGHER IN SLOWLY
DRAINING SOILS. DO NOT COVER
THE TOP OF THE ROOTBALL WITH
SOIL. ROOTFLARE SHALL BE
VISIBLE ABOVE FINISHED GRADE.
PRUNE SUCKERS
1:1 SLOPE ON SIDES OF PLANTING
HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
CONIFEROUS TREE
No Scale
VIf-%IVI L I L I \
3 X ROOTBALL
�I DIAMETER
2" CLEARANCE
MAX.
TENSION WIRE
TENSION BAR
CHECKED BY
CRUSHED STONE BEDDING
C. KOTARSKI
II
I
61" DI CLEANOUT
SCALE
W
LINE POST
A
-�-{
�10"
PLUG AT END OF LINE
GROUND
TENSION WIRE-
No Scale
ELEVATION
e
¢ o
> E
BOTTOM SELVAGE KNUCKLED
N
IL
vJ
KNUCKLE DETAIL
7 w
U-1IF-
3'-0"
o
C
II
rJ ■
3' 6"
U
I I
u
LL
I
m
s
10' MAX SPACING
U. o
LIQ
(SPACE POSTS UNIFORMLY)
CONCRETE
FOOTING
TENSION
WIRE
TIE
12" -►{ � � �101,
6' FENCE DETAIL
NO SCALE
LINE POST
LOOP CAP
1.66" TOP RAIL
2.375" ROUND LINE POST
(6', & FENCE)
1.900" ROUND LINE POST
(4' FENCE)
LINE POST TIE
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP Y3 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
DECIDUOUS TREE
No Scale
NOTE: STAKE EVERGREENS 6' OR
TALLER, ON SLOPES, WITH LARGE
CROWNS, OR IF LOCATED ON
WINDY SITES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT
STAKE UNLESS NECESSARY (SEE
NOTE). DO NOT WRAP TRUNK
SET ROOTBALL FLUSH TO GRADE
OR 1-2" HIGHER IN SLOWLY
DRAINING SOILS. DO NOT COVER
THE TOP OF THE ROOTBALL WITH
SOIL. ROOTFLARE SHALL BE
VISIBLE ABOVE FINISHED GRADE.
PRUNE SUCKERS
1:1 SLOPE ON SIDES OF PLANTING
HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
CONIFEROUS TREE
No Scale
VIf-%IVI L I L I \
3 X ROOTBALL
�I DIAMETER
2" CLEARANCE
MAX.
TENSION WIRE
EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID
(NEEENAH R-1975 OR EQUIVALENT)
3" CONCRETE COLLAR
CHECKED BY
CRUSHED STONE BEDDING
C. KOTARSKI
II
I
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/// 12 GAUGE GALVANIZED WIRE
�-- 3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8'2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
1" COMPOST LAYER
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
PRUNE CODOMINATE LEADERS
RUBBER HOSE
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
2"X2" HARDWOOD STAKE
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN 18" OUT
FROM TRUNK AND OUTSIDE OF ROOTBALL
IF FIELD GROWN CUT AWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP % OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
1" COMPOST LAYER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
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