HomeMy WebLinkAboutSDP201800078 Plan - Submittal (First) Initial Site Plan 2018-10-19T.M.78-5K
IRON
FOUND
(20 13)
APPROXIMATE LIMITS OF
STATE DAM INUNDATION ZONE
TAKEN FROM THE COUNTY OF
ALBEMARLE GIS WEBSITE
APPROXIMATE LOCATION
16.5' EASEMENT TO
AMERICAN TELEPHONE
TELEGRAPH CO.OF VA
(D.B.986-364)
IRON RETAINING WALL
FOUND RETAINING WALL APPROX. 2'-8' HT
(20 13) APPROX. 4'-'14' HT --f - _ _ -- _ future-
/ / 1
/i/i / / I 25'
" I Fr %/ , , .!` 4; 24' 18' 18' 4' 18' 18' 18' 18' i 20 ik 18' 18' 20' 18' I
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T.M.78-6
15' TEMPORARY
GRADING EASEMENT
APPROXIMATE LOCATION
UTILITY EASEMENT FOR
VEPCO & ALBEMARLE COUNTY
SERVICE AUTHORITY
(D.B.1129-261 &
HWY.P.B.X1-89 THRU 93)
EXISTING CONDITIONS SHOWN INCLUDE
IMPROVEMENTS PROPOSED WITH
PANTOPS CORNER PLANS
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1
r R1-1 STOP SIGN WITH STRIPING
SEE DETAIL ON SHEET CS -501 - ----
IRT
SIGNAGE (TYPOOF2NAL
))
(UNDER SEPARATE PERMIT)
6" AIR ENTRAINED PORTLAND CEMENT
CONCRETE W/ A MIN. FLEXURAL
STRENGTH OF 650 PSI AND MIN. 28 DAY
COMPRESSIVE STRENGTH OF 4,000 PSI
d' a
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:DRY
6" VDOT TYPE I, 21A DENSE GRADED
UNTREATED AGGREGATE BASE
GRADE - STABLE AND COMPACTED TO A
DENSITY OF AT LEAST 95% OF THE SOIL'S
STANDARD PROCTOR MAX. DRY DENSITY (ASTM
D-698) TO A DEPTH 12" BELOW SUBGRADE
ELEVATION.
STANDARD DUTY
CONCRETE SECTION
FUEL CANOPY, BLDG. PARKING, AND DUNIPSTER PAD
8" AIR ENTRAINED PORTLAND CEMENT
CONCRETE W/ A MIN. FLEXURAL
STRENGTH OF 650 PSI AND MIN. 28 DAY
COMPRESSIVE STRENGTH OF 4,000 PSI
=1 I _I 11=1 1=1 11=1 11=1 11=1 11='I ii l=
6" VDOT TYPE I. 21A DENSE GRADED
UNTREATED AGGREGATE BASE
SUBGRADE - STABLE AND COMPACTED TO A
DRY DENSITY OF AT LEAST 95% OF THE SOIL'S
STANDARD PROCTOR MAX. DRY DENSITY (ASTM
D-698) TO A DEPTH 12" BELOW SUBGRADE:
ELEVATION.
HEAVY DUTY
CONCRETE SECTION
UNDERGROUND TANK PAD
CONNECT TO 4"
PVC WATER LINE
2.0" SM -9.5A
BITUMINOUS TACK COAT
4.0" BM -25.0
...+++ ++++++++.
4„ PLUG
VENT STACK
'-6" VDOT TYPE I, 21A DENSE GRADED
UNTREATED AGGREGATE BASE
/DRY
BGRADE - STABLE AND COMPACTED TO A
DENSITY OF AT LEAST 95% OF THE SOIL'S
STANDARD PROCTOR MAX. DRY DENSITY (ASTM
D-698) TO A DEPTH 12" BELOW SUBGRADE
ELEVATION.
WAWA ASPHALT PAVEMENT SECTION
DRIVE AISLES/TRUCK ROUTES
SITE LEGEND
WAWA ASPHALT PAVEMENT
SEE SECTION ON THIS SHEET
CONCRETE SIDEWALK
SEE DETAIL ON SHEET CS -501
STANDARD DUTY CONCRETE
SEE SECTION THIS SHEET
HEAVY DUTY CONCRETE
SEE SECTION THIS SHEET
VDOT STANDARD CG -6
CURB & GUTTER
SPILLING CURB AND GUTTER
SITE NOTES
1. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED.
2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
3. LOADING ZONE STRIPING SHALL BE PAINTED 4" SINGLE YELLOW
SOLID LINE AT 2'-0" O.C. 45' TO THE DRIVE AISLE.
4. TWO COATS WHITE TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR
PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT
SHALL BE USED FOR ACCESSIBLE PARKING AREA (18" LETTERS, 2"
PAINT STROKE).
5. PROPOSED CONCRETE PADS TO HAVE 1 FT X 1 FT CHAMFERED
CORNERS.
6. THE BUILDING STREET NUMBER IS TO BE PLAINLY VISIBLE FROM
THE STREET FOR EMERGENCY RESPONDERS.
7. AN APPROVED KEY BOX SHALL BE MOUNTED TO THE SIDE OF THE
FRONT OR MAIN ENTRANCE. A KNOX BOX CAN BE ORDERED BY
GOING ON-LINE TO WWW.KNOXBOX.COM. THE KNOX BOX ALLOWS
ENTRY TO THE BUILDING WITHOUT DAMAGING THE LOCK OR DOOR
SYSTEM.
8. ALL LIGHTING TO BE INSTALLED 5' BEHIND CURB AND CENTERED ON
PAVEMENT STRIPING UNLESS NOTED OTHERWISE.
9. REFER TO SHEET CS -502 FOR CONCRETE JOINT SPACING DETAIL.
10. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP
SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS.
11. REFER TO SHEETS CS -501 AND CS -502 FOR DETAILS.
UTILITY NOTES
1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING
UTILITIES PRIOR TO START OF CONSTRUCTION AND NOTIFY
KIMLEY-HORN IN ORDER TO VERIFY ADEQUATE SEPARATION
BETWEEN UTILITIES CAN BE ACHIEVED AND NO CONFLICTS EXIST.
2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND
INCLUDING ELECTRIC, TELEPHONE, AND CATV.
3. WAWA DOMESTIC METER SERVICE PIPE SHALL BE TYPE K COPPER
PIPE ON BOTH SIDES OF THE METER.
4. RPZ BACKFLOW PREVENTERS FOR DOMESTIC SERVICE LINE SHALL
BE PROVIDED WITHIN BUILDING MECHANICAL ROOM.
5. ABOVE GROUND IRRIGATION EQUIPMENT SHALL BE COVERED BY AN
ALL-WEATHER BOX OR DECORATIVE COVER.
6. ALL PROPOSED SANITARY CLEANOUTS SHALL BE TRAFFIC -RATED.
GRAPHIC SCALE IN FEET
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SHEET NUMBER
CS -1 0 1
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RESERVED
PARKING
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PENALTY
$250 FIRST OFFENSE
SUBSEQUENT OFFENSES
$250 MIN. AND/OR
UP TO 90 DAYS
COMMUNITY SERVICE
TOW -AWAY ZONE
H.G. PARKING SIGN R7-8 W/ "VAN
ACCESSIBLE" SIGN MOUNTED BELOW
WHERE APPLICABLE (TYP.)
VARIABLE DIMENSION — 5'-0"
AISLE TYP.; 8'-0" AISLE FOR VAN
ACCESIBILITY ADJOINING H.C. STALLS
(1 IN EVERY 8 H.C. SPACES TO BE VAN
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BLUE BACKGROUND
FASTENED WITH ACORN NUT
WHERE APPLICABLE
VAN LEGEND - GREEN
BACKGROUND - WHITE (RETROFLECTIVE)
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LAYOUT AND DIMENSIONS
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SPILLING CURB AND GUTTER (3011111) STOP SIGN (R1-1)
NOTE: DETAIL FOR ALL SIGNS ONSITE, OUTSIDE OF THE BUILDING AREA
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CG -12 CG -12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING:
HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS)
5' MIN CURB WHEN REQUIRED (CG -2 OR CG -3 IN LINEAR FEET)
A GENERAL NOTES• DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS)
#5 DOWELS, 8" LONG PERMISSIBLE 11��\ 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD
AT 12" C -C CONSTRUCTION 12:1 MAX. BE SUMMARIZED FOR EACH CURB CUT RAMP.
5' MIN. JOINT Q �- 4' MIN 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR
DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK
fd\ THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG -12 DETECTABLE 48:1 MAX RAMP 12:1 MAX
12:1 MAX ��12:1 MAXx A + WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND
46 13 SPECIAL DESIGN SECTION FOR APPROVAL. CONSTRUCTION JOINT
3. SLOPING SIDES OF CURB RAMP MAY BE POURED �14' MONOLITHICALLY WITH RAMP
WITH BUFFER STRIP AT SIDEWALK/PARKING FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. •ae° ape
4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO °° INTERFACE
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX
RAMP L(SEE
MP 5, MIN PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A
(SEE TABLE) A TABLE) 12:1 MAX 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED T CENTER TO CENTER ALONG
�c -� BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR
TRUNCATED DOMES 2:1 MAX. v 4 MIN CONCRETE COVER 11/Z". <\
v'r;'Ni`Tti\yi
SEE SHEET 1 OF 5 FOR DETAILS < \ `, '✓ i� \�
\ I 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ,. iii;' i//�iiaT\�� �ii�'��✓'%�i i�`� \
�_� ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. ,r��i. �i�,�Cir\�j;�����li?i :� \� 5' MIN
`-
50" MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED /w 1 MAX
SHAPE TO MATCH FACE 1
OF ROADWAY CURB BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER129f oaaae
BACK OF CURB 48 1 MAX. WITH BUFFER STRIP AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY :1 MAX
=,a a000aosa ae
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
20:1 48 1 MAX. 5' MIN OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
2,1 MAX- AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B
�-� BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE
12:1 MAX. 9p\ HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL r \v \}vJ
SECTION A -A ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED
AND USED BY PEDESTRIANS. , r, ✓ i i� i ilj lri:jl. �r
``Y` ISOLATION JOINT AT
Y
WITHOUT BUFFER STRIP 8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT i\/ 'rrr / 12:1 MAX
PERMISSIBLE J THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND BUILDING PERIMETER
CONSTRUCTION ¢ 12:1 MAX
NT g d IIHI
JOI? THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS a _ --_�_
U) PERPENDICULAR TO THE CURB. MIN /K K�f ' _ -J=11 I1=1
C R vV
O o 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT HI-II_III-III-T-III=III=L=1 °° _° �asea =1 - _
r ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK III -I 111--ITI-III-T=T=T- - a% e>° 4' as^=
0 0 o v o o TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY 4' MIN T�IICII -" - - - a°$"°a
cuRe� — - ATX , 2" HIGHER THAN
SECTION B -B -�► 1 \, TRUCK TRAFFIC) FOR CONCRETE DEPTH. EDGE OF PAVEMENT
2. ���;I,'.,..., \ CROSSWALK 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X X , SAME AS TOP OF CURB
ti°ky % "ii '--A 4' SQUARE LANDING AREA THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH.
CURB OUTSIDHALLE OF OF
ED FOR 11, WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C
CROSSWALK PERPENDICULAR CROSSWALK A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR
NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, PARALLEL & PERPENDICULAR
SEE SHEET 1 OF 5. 2 \s' �� CWITHIN THE ROSSWALK AREA. D INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4'
TYPICAL PLACEMENT ° y " j CURB TRUNCATED DOME un LANDING AREA MAY INCLUDE THE GUTTER PAN.
x
THE REQUIRED LENGTH OF A PARALLEL RAMP 4' BUFFER STRIP 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1.6-2.4" C -C cO
IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION s' SIDEWALK CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLEo
SLOPE. WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O o 0 z
WITHIN CROSSWALK -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH 1 11
TYPE B PARALLEL
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
N FEET
4" CURB 6" CURB
0
4 6
1
5 7
2
5 8
3
6 9
4
8 12
5
10 15
6
14 15
WITHOUT BUFFER STRIP DETAIL
` VF71 T SPECIFICATION VFY T SPECIFICATION
1> CG -12 DETECTABLE WARNING SURFACE REFERENCE y CG -12 DETECTABLE WARNING SURFACE REFERENCE
ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS
SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105
07/16 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
203.07
PVC Sleeve Cover Embedded
Center of Bollard 9Cut 1" BelowInto Sealant STRUCTURE
J J" Plastic Cover Finished
9" Min. From by Ideal Shield Elevation
Edge of Pour ALL COVERS TO BE WHITE 1' SIKAFLEX
1C SL Sealant I S5'I Y2" SEALTIGHT SNAP CAP TO BE FILLED
6' Sch. 3"
Face of Sidewalk Steel Pipea W/ FUEL RESISTANT CAULK AFTER CURING
Neoprene Tape 17
Adjacent Surface _
-T
10' Schedule 40 4 • • e • 3'- J" 33° 2'-11 4" (Top of Pipe) 4
r• ,: PVC Sleeve Cut 1"
Below Finished°
Sidewolk Elevation Paries 4 Y2"ASPHALT IMPREGNATED OR RUBBER
Concrete a' ,�' v '
Encasement EXPANSION MATERIAL
Concrete & Subbase ! 4 4'
6" CompactVarying Thickness Concrete 3" Non -Shrink 4
rr 4
s Encasement Grout 3'-0°' q4 d
Pea Gravel Bed Subgrade
r;=
Pea Gravel 10" Sch. 40 Pea Gravel
PVC Sleeve 4
d q
I ' 6" Sch. 80 4 ' 4 441
Auger Bore Steel Pipe t- :°` wws<e" b a d d
CONCRETE AREAS GENERAL DETAILS AND �18�
CAULK/GROUT DETAIL
6• Sch. 80
Steel Pipe FOR CONCRETE AREAS GE=NERAL BOLLARD ISOLATION JOINT DETAIL
J" Plastic Cover DIMENSIONS AND AT STRUCTURES SUCH AS GAS ISLANDS, BUILDING
by Ideal Shiel Neoprene Tape CANOPY COLUMNS, ETC,
ALL COVERS TO BE WHITE SPACING AROUND
t°" Schedule
Bituminous PVC Sleeve cutt Cover Embedded BUILDING
SEE ARCH, SPEC. FOR COMPLETE CONCRETE DETAILS
Paving & Base Flush With Finish Into Sealant
Bituminous Elevation k"
1 1' SIKAFLEX
1C SL Sealant
Concrete
Encasement PVC Sleeve Cut 1 Y2" DEEP TOOL JOINT, TO BE
Flush
Subgrade Elevatiothofini;ah FILLED W/ FUEL RESISTANT CAULK
6" Compacts Bituminous/Topsoil
Pea Gravel Bed , pea Gravel -4i ,
Pea Gravel "' I /4" M AX.
li/4" MAX. T
q 4 T
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4" Toq p
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Encasesment Poured Flush
Steel Pipe Poured Flush To Subgrade
Plastic Cover To Subgrade
by Ideal Shiel 3" Non -Shrink
Neoprene TapeKEYWAY
ALL COVERS TO BE WHITE tG" Sch. Sleeve
Grout 1 Y2' DEEP TOOL, JOINT, TO BE
PVC Sleeve
4' Topsoil PVCSleeveiCutO BITUMINOUS LANDSCAPED `Jie4^""""Q' FILLED W/ FUEL RESISTANT CAULK CONSTRUCTION JOINT DETAIL
Flush With Topsoil
ta,�r1
CAULK/GROUT DETAIL SEE ARCH. SPEC. FOR COMPLETE CONCRETE DETAILS
Concrete FOR LANDSCAPED & ' 11612
fIDISIAL" 'AODINMR"AN0US4 D1S "' CONTROL JOINT DETAIL a?AP"c
SafLr
Encasement
Subgrade k a ue
BITUMINOUS AREAS "° ° w,
6" Compacta PROPOSED WAWA FOOD YARIaT wrx SEE ARCH. SPEC. FOR COMPLETE CONCRETE DETAILS
Pea Gravel BePea Gravel Y.y"
I—ts"—I TYPICAL DETAIL Intersection n.
TYPICAL CONCRETE JOINT DETAILS GONGFETEDETAILS
Auger Bore lId1IA INC. ENGINEERING DEPT, rAceio�z
NEW CONSTRUCTION 9e0' "'°"`�'g
LANDSCAPED AREAS '""`"°'° N.T.S. �.T.s `1z/13/°8'AMI SG
NO SCALE 44.,, „, „�,,,. , ,,,
TYPICAL CONCRETE JOINT PLAN
N.T.S.
4" STAMPED CONCRETE
IN "RED BRICK" W/ 6" 2A
MODIFIED STONE
LANDSCAF
AS REQUIRED
CONTROL JOINT AT
CENTER LINE OF PARKING
STALLS PARALLEL TO
SIDEWALK/PARKING INTERFACE
CONTROL JOINT —
SPACING TO BE 15' MAX,
ONCRETE
" RADIUS
CONCRETE\ 4" STAMPED CONCRETE
\ /1" ftADIUS\ l
PAVEMENT/ \6" 2A MODIFIED
STONE
MO TABLE CURB/'ISLAND AND STAMPED CONCRETE DETAIL
N.T.S.
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THE BACK OF CURB.
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SEE NOTE 12,
BASE DIAMETER
f
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PAY LIMITS
CONOR CRETE CURB
DETECTABLEWARNING
TRUNCATED DOME
WITH
BUFFER STRIP
DETECTABLE WARNING
INSTALLED ON
A RADIUS
DETAIL
WITHOUT BUFFER STRIP DETAIL
` VF71 T SPECIFICATION VFY T SPECIFICATION
1> CG -12 DETECTABLE WARNING SURFACE REFERENCE y CG -12 DETECTABLE WARNING SURFACE REFERENCE
ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS
SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105
07/16 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
203.07
PVC Sleeve Cover Embedded
Center of Bollard 9Cut 1" BelowInto Sealant STRUCTURE
J J" Plastic Cover Finished
9" Min. From by Ideal Shield Elevation
Edge of Pour ALL COVERS TO BE WHITE 1' SIKAFLEX
1C SL Sealant I S5'I Y2" SEALTIGHT SNAP CAP TO BE FILLED
6' Sch. 3"
Face of Sidewalk Steel Pipea W/ FUEL RESISTANT CAULK AFTER CURING
Neoprene Tape 17
Adjacent Surface _
-T
10' Schedule 40 4 • • e • 3'- J" 33° 2'-11 4" (Top of Pipe) 4
r• ,: PVC Sleeve Cut 1"
Below Finished°
Sidewolk Elevation Paries 4 Y2"ASPHALT IMPREGNATED OR RUBBER
Concrete a' ,�' v '
Encasement EXPANSION MATERIAL
Concrete & Subbase ! 4 4'
6" CompactVarying Thickness Concrete 3" Non -Shrink 4
rr 4
s Encasement Grout 3'-0°' q4 d
Pea Gravel Bed Subgrade
r;=
Pea Gravel 10" Sch. 40 Pea Gravel
PVC Sleeve 4
d q
I ' 6" Sch. 80 4 ' 4 441
Auger Bore Steel Pipe t- :°` wws<e" b a d d
CONCRETE AREAS GENERAL DETAILS AND �18�
CAULK/GROUT DETAIL
6• Sch. 80
Steel Pipe FOR CONCRETE AREAS GE=NERAL BOLLARD ISOLATION JOINT DETAIL
J" Plastic Cover DIMENSIONS AND AT STRUCTURES SUCH AS GAS ISLANDS, BUILDING
by Ideal Shiel Neoprene Tape CANOPY COLUMNS, ETC,
ALL COVERS TO BE WHITE SPACING AROUND
t°" Schedule
Bituminous PVC Sleeve cutt Cover Embedded BUILDING
SEE ARCH, SPEC. FOR COMPLETE CONCRETE DETAILS
Paving & Base Flush With Finish Into Sealant
Bituminous Elevation k"
1 1' SIKAFLEX
1C SL Sealant
Concrete
Encasement PVC Sleeve Cut 1 Y2" DEEP TOOL JOINT, TO BE
Flush
Subgrade Elevatiothofini;ah FILLED W/ FUEL RESISTANT CAULK
6" Compacts Bituminous/Topsoil
Pea Gravel Bed , pea Gravel -4i ,
Pea Gravel "' I /4" M AX.
li/4" MAX. T
q 4 T
Auger Bore _
4" Toq p
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Bituminous
a 4 4 A q d
Paving & _ III 4 d 4 4
q o
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C d
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6" Sch. 80 A!' I Encasement q
Encasesment Poured Flush
Steel Pipe Poured Flush To Subgrade
Plastic Cover To Subgrade
by Ideal Shiel 3" Non -Shrink
Neoprene TapeKEYWAY
ALL COVERS TO BE WHITE tG" Sch. Sleeve
Grout 1 Y2' DEEP TOOL, JOINT, TO BE
PVC Sleeve
4' Topsoil PVCSleeveiCutO BITUMINOUS LANDSCAPED `Jie4^""""Q' FILLED W/ FUEL RESISTANT CAULK CONSTRUCTION JOINT DETAIL
Flush With Topsoil
ta,�r1
CAULK/GROUT DETAIL SEE ARCH. SPEC. FOR COMPLETE CONCRETE DETAILS
Concrete FOR LANDSCAPED & ' 11612
fIDISIAL" 'AODINMR"AN0US4 D1S "' CONTROL JOINT DETAIL a?AP"c
SafLr
Encasement
Subgrade k a ue
BITUMINOUS AREAS "° ° w,
6" Compacta PROPOSED WAWA FOOD YARIaT wrx SEE ARCH. SPEC. FOR COMPLETE CONCRETE DETAILS
Pea Gravel BePea Gravel Y.y"
I—ts"—I TYPICAL DETAIL Intersection n.
TYPICAL CONCRETE JOINT DETAILS GONGFETEDETAILS
Auger Bore lId1IA INC. ENGINEERING DEPT, rAceio�z
NEW CONSTRUCTION 9e0' "'°"`�'g
LANDSCAPED AREAS '""`"°'° N.T.S. �.T.s `1z/13/°8'AMI SG
NO SCALE 44.,, „, „�,,,. , ,,,
TYPICAL CONCRETE JOINT PLAN
N.T.S.
4" STAMPED CONCRETE
IN "RED BRICK" W/ 6" 2A
MODIFIED STONE
LANDSCAF
AS REQUIRED
CONTROL JOINT AT
CENTER LINE OF PARKING
STALLS PARALLEL TO
SIDEWALK/PARKING INTERFACE
CONTROL JOINT —
SPACING TO BE 15' MAX,
ONCRETE
" RADIUS
CONCRETE\ 4" STAMPED CONCRETE
\ /1" ftADIUS\ l
PAVEMENT/ \6" 2A MODIFIED
STONE
MO TABLE CURB/'ISLAND AND STAMPED CONCRETE DETAIL
N.T.S.
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CS -502
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MAINTAIN 6" CURB
ACROSS DUMPSTER PAD
TERRACED RETAINING WALL
(MAX HEIGHT OF EACH WALL 6 FT)
TO BE DESIGNED AND CONSTRUCTED AS PART
GRADING LEGEND
TC:
TOP OF CURB ELEVATION
BC:
BOTTOM OF CURB ELEVATION
TW:
TOP OF WALL ELEVATION
BW:
BOTTOM OF WALL ELEVATION
1 ✓
TOP OF ISLAND ELEVATION
BI:
rte, rr;;
FF:
FINISHED FLOOR ELEVATION
TERRACED RETAINING WALL
(MAX HEIGHT OF EACH WALL 6 FT)
TO BE DESIGNED AND CONSTRUCTED AS PART
GRADING LEGEND
TC:
TOP OF CURB ELEVATION
BC:
BOTTOM OF CURB ELEVATION
TW:
TOP OF WALL ELEVATION
BW:
BOTTOM OF WALL ELEVATION
TI:
TOP OF ISLAND ELEVATION
BI:
BOTTOM OF ISLAND ELEVATION
FF:
FINISHED FLOOR ELEVATION
FS:
FINISHED SURFACE ELEVATION
P:
PAVEMENT ELEVATION
G:
GROUND ELEVATION
RIM:
STRUCTURE RIM ELEVATION
ME:
MATCH EXISTING
0 Q0
VDOT STANDARD CG -6 CURB
Q
AND GUTTER
%
SPILLING CURB AND GUTTER
STORMWATER MANAGEMENT NARRATIVE
STORMWATER QUANTITY:
AS AN OUTPARCEL TO THE PANTOPS CORNER DEVELOPMENT
STORMWATER QUANTITY WILL BE ADDRESSED WITHIN THE OVERALL
DEVELOPMENT PLANS. STORM INLETS AND PIPES WILL BE BROUGHT UP
TO THE PARCEL LIMITS AND STORMWATER WILL BE CONVEYED THROUGH
THE DEVELOPMENT TO THE ULTIMATE OUTFALL. THE STORM WATER
CALCULATIONS AND SIZING OF THE PIPES WILL BE DESIGNED BASED
OFF OF THE ACTUAL IMPERVIOUSNESS OF THE WAWA PARCEL TO
ENSURE ADEQUATE CAPACITY WITHIN THE NETWORK AND OUTFALL
REQUIREMENTS.
STORMWATER QUALITY:
THE LIMITS OF ANALYSIS FOR THE WATER QUALITY CALCULATIONS (1.63
ACRES) INCLUDE THE ENTIRE DISTURBED AREA FOR THE OUTPARCEL
DEVELOPMENT. PER RE—DEVELOPMENT REQUIREMENTS FOR DISTURBED
AREAS GREATER THAN 1 ACRE, THE ULTIMATE DEVELOPMENT REQUIRES
A PHOSPHORUS LOAD REDUCTION OF 20% WHICH EQUATES TO 2.45
LBS / YEAR.
TO SATISFY REQUIREMENTS FOR WATER QUALITY ON SITE, WAWA PLANS
TO PURCHASE 2.45 LBS OF NONPOINT PHOSPHORUS CREDITS FROM A
NEARBY NUTRIENT BANK LOCATED IN THE SAME OR ADJACENT HUC.
GRAPHIC SCALE IN FEET
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WAWA STANDARD LANDSCAPING SPECIFICATIONS
1. ALL TOPSOIL SHALL BE A MINIMUM OF 4" IN ALL SOD AREAS AND 8" IN TREE, SHRUB AND GROUND COVER BEDS,
INCLUDING PARKING LOT ISLAND BEDS. IT SHALL BE APPROVED BY A WAWA CONSTRUCTION REPRESENTATIVE,
PRIOR TO INSTALLATION.
2. PLANTING BEHIND PERPENDICULAR PARKING IS TO BE LOCATED A MINIMUM OF 5' BEHIND THE CURB LINE.
3. ALL LANDSCAPE AND GRASS AREAS ARE TO BE HAND RAKED AND LEFT CLEAR OF ALL STONES, ROCK,
CONSTRUCTION DEBRIS AND ANY UNSUITABLE MATERIALS.
4. ALL LANDSCAPE AND GRASS AREAS ARE TO BE IRRIGATED BY AUTOMATIC SPRINKLER SYSTEM. (SEE IRRIGATION
SPECIFICATION.)
5. LANDSCAPE CONTRACTOR WILL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION AND PLANTING
INSTALLATION.
6. ALL AREAS TO BE LANDSCAPED OR COVERED WITH STONE MUST BE TREATED WITH A PRE -EMERGENCE HERBICIDE
(SURFLAN, DACTAL OR APPROVED EQUAL) IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE REGULATIONS
AND THE MANUFACTURER'S INSTRUCTIONS.
7. ALL LANDSCAPE BEDS ARE TO BE DELINEATED WITH 5 1/2" ALUMINUM LANDSCAPE EDGING, STAKED AT 3' INTERVALS.
ALUMINUM EDGING IS TO BE CLEANLINE 3/16" X 5 1/2" X 16' BY PERMALOC. (800-356-9660, //WWW.PERMALOC.COM.)
FOLLOW MANUFACTURERS INSTALLATION DIRECTIONS.
8. LANDSCAPE CONTRACTOR TO SUPPLY AND INSTALL A PERVIOUS WEED BARRIER (DEWITT, DUPONT OR APPROVED
EQUAL) IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS WITHIN ALL LANDSCAPES, INCLUDING STONE
AND MULCH BEDS. ALL WEED BARRIER WILL BE OVERLAPPED A MINIMUM OF 6" AT ALL SEAMS. AT PLANT
LOCATIONS, BARRIER SHOULD BE CUT IN AN "X" PATTERN SO TO ACCOMMODATE ROOT BALL AND REPLACED
AFTER PLANT HAS BEEN INSTALLED.
9. WEED BARRIER SHALL NOT BE VISIBLE IN AREAS DESIGNATED FOR STONE MULCH. WHEN STONE IS CALLED FOR
ADJACENT TO CURB OR SIDEWALKS, IT SHALL BE FEATHERED DOWN TO CURB LEVEL FROM A DISTANCE 24" FROM
THE CURB.
10. ALL PROPOSED LANDSCAPING TO BE NURSERY GROWN, TYPICAL OF THEIR SPECIES OR VARIETY. THEY ARE TO
HAVE NORMAL VIGOROUS ROOT SYSTEMS, FREE FROM DEFECTS AND INFECTIONS AND IN ACCORDANCE WITH
ANSI Z60.1.
11. ALL PROPOSED PLANTINGS SHOULD BE INSTALLED PER STANDARDS OF THE "AMERICAN ASSOCIATION OF
NURSERYMEN" AND STATE NURSERY/LANDSCAPE ASSOCIATIONS WITH REGARD TO PLANTING PITSIZE, BACKFILL
MIXTURE, STAKING AND GUYING.
12. ALL PLANTING CONTAINERS AND BASKETS SHALL BE REMOVED DURING PLANTING. ALL PLANTS SHALL BE SET
PLUMB AND POSITIONED SO THAT THE TOP OF THE ROOT COLLAR MATCHES, OR IS NO MORE THAN TWO (2")
LAYERS AND COMPACT BACKFILL TO
P
ABOVE FINISHED GRADE. REPLACE AMENDED BACKFILL IN 6 INCH LA
INCHES
ELIMINATE VOIDS. CONTRACTOR SHALL PROVIDE A FOUR -INCH HIGH EARTHEN WATERING SAUCER ALONG THE
PERIMETER OF EACH PLANTING
PIT. CONTRACTOR SHALL WATER NEWLY PLANTED VEGETATION PRIOR TO
MITIGATED AS REQUIRED. ALUMINUM
Q
MULCHING PLANTING PIT. ALL VOIDS SHALL BE FILLED AND SETTLING M
EDGING SHALL BE INSTALLED AROUND ALL PLANTING AREAS TO DELINEATE BETWEEN DIFFERENT LANDSCAPE
MATERIALS.
13. AFTER INITIAL WATERING AND PRIOR TO MULCHING, CONTRACTOR SHALL APPLY HERBICIDES AND PRE -EMERGENT
HERBICIDES AS REQUIRED TO ELIMINATE ANY WEED SEEDS OR PLANTS PRESENT ON ROOT BALL.
14. ALL PLANTING BEDS AND PITS EXCEPT FOR LANDSCAPE ISLANDS ADJACENT TO THE BUILDING AND DESIGNATED
AREA AT THE FUEL VENT STACKS, SHALL BE MULCHED WITH DOUBLE GROUND HARDWOOD MULCH AT A MINIMUM
AREA A
ADJACENT TO DESIGNATED A T FUEL STACKS SHALL BE MULCHED WITH
DEPTH OF 3". LANDSCAPE ISLANDS
1"-3" "RIVER STONE" MULCH. FOR LANDSCAPES ADJACENT TO BUILDING, CONTACT PROJECT ENGINEER.
15. SEEDBED PREPARATION
A. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS OR FERTILIZER MAY BE APPLIED AT THE RATE
OF 260 POUNDS PER ACRE OR 6 POUNDS PER 1000 SQUARE FEET USING 10-20-10 OR EQUIVALENT. IN ADDITION,
300 POUNDS 4-1-2 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED IN LIEU OF
TOPDRESSING.
B. WORK LIME AND FERTILIZER INTO THE SOIL AS PRACTICAL TO A DEPTH OF 4 -INCHES WITH A DISC, SPRING
TOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISKING OPERATION SHOULD
PARALLEL TO THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM, FINE SEEDBED IS
PREPARED. ALL BUT CLAY OR SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED
WHEREVER FEASIBLE.
C. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE
RETILLED AND FIRMED AS OUTLINED BELOW.
D. GRASS SEEDING MIXTURE AND APPLICATION RATE:
PERCENTAGE OF TOTAL WEIGHT APPLICATION RATE SEED TYPE MINIMUM
GERMINATION ALLOWED
5-7 LBS/1000 S.F.
60% "REBEL" TALL FESCUE 90-97
35% "YORKTOWN" PERENNIAL RYE 90-98
5% "STREEKER" REDTOP 90-92
E. IN AREAS DESIGNATED AS SOD, FESCUE SOD IS TO BE INSTALLED ON MINIMUM 4" TOPSOIL. AREAS TO BE
SODDED ARE TO BE PREPARED AS NOTED FOR ABOVE SEEDED AREAS.
16. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETENESS. THE
CONTRACTOR SHALL REPLACE PLANTS, DEAD, UNHEALTHY, DYING OR DAMAGED THROUGH LOSS OF BRANCHES
AND/OR FOLIAGE. LAWNS THAT ARE NOT IN GOOD CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE
REPAIRED UNTIL A GOOD LAWN RESULTS. IT IS UNDERSTOOD THAT THE OWNER SHALL ASSUME RESPONSIBILITY
FOR WATERING ALL PLANT MATERIAL AND LAWN AREA BEGINNING WITH THE DATE OF SUBSTANTIAL.
COMPLETENESS.
LANDSCAPE REQUIREMENTS AND CALCULATIONS PER
ALBEMARLE COUNTY CODE AND ARCHITECTURAL
REVIEW BOARD DESIGN GUIDELINES:
REQUIRED LANDSCAPING:
SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED
SITE AREA: 90,839 SF X 10% = 9,084 SF
CANOPY REQUIRED: 9,084 SF
CANOPY PROVIDED: WILL BE PROVIDED WITH FINAL SITE PLAN
INTERIOR STREET TREES (32.7.9.5): MEDIUM SHADE TREES 40' O.C.
ADJACENT TO ROAD
593 LF/40 = 14.82
REQUIRED: 15 MEDIUM SHADE TREES
PROVIDED: 15 MEDIUM SHADE TREES
PARKING LANDSCAPE (32.7.9.6): 10% OF PARKING PAVED AREA.
6,480 SF X .10 = 648 SF
REQUIRED: 648 SF OF LANDSCAPED AREA
PROVIDED: 810 SF OF LANDSCAPED AREA
LARGE SHADE TREES (2.5" CAL.)
48 PARKING SPACES (48 / 10 = 4.8)
REQUIRED: 5 LARGE SHADE TREES
PROVIDED: 5 LARGE SHADE TREES
DUMPSTER ENCLOSURE TO BE SCREENED WITH 11 EVERGREEN SHRUBS.
RETAINING WALL (2'-8') HT. TO BE SCREENED WITH EVERGREEN SHRUBS.
ENTRY CORRIDOR: LARGE SHADE STREET TREE (3.5" CAL.) - 35" O.C.
W/ INTERSPERSED ORNAMENTALS (6' HT.).
170 LF/35 = 4.86
REQUIRED: 5 LARGE SHADE TREES W/ VARIABLE ORNAMENTALS
PROVIDED: 5 COLUMNAR TREES AND 3 ORNAMENTAL TREES (LARGE
SHADE TREES NOT USED DUE TO CONFLICTS WITH OVERHEAD POWER
LINES)
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CONCEPT PLANT SCHEDULE
LARGE SHADE TREES 9
+ ACER RUBRUM 'RED SUNSET'/ RED SUNSET MAPLE
QUERCUS BICOLOR / SWAMP WHITE OAK
ZELKOVA SERRATA'GREEN VASE'/ SAWLEAF ZELKOVA
MEDIUM SHADE TREES 2
ULMUS PARVIFOLIA 'ALLEE' / ALLEE LACEBARK ELM
EVERGREEN TREES 2
a ILEX X'NELLIE R STEVENS' / NELLIE STEVENS HOLLY
MAGNOLIA GRAN DIFLORA'LITTLE GEM'/ DWARF SOUTHERN MAGNOLIA
THUJA OCCIDENTALIS 'EMERALD'/ EMERALD ARBORVITAE
COLUMNAR TREES 15
ACER RUBRUM 'BOWHALL' / BOWHALL MAPLE
CARPINUS BETULUS 'COLUMNARIS' / COLUMNAR EUROPEAN HORNBEAM
ORNAMENTALTREES 5
AMELANCHIER X GRAN DIFLORA AUTUMN BRILLIANCE'/'AUTUMN BRILLIANCE' SERVICEBERRY
CORNUS KOUSA 'CHEROKEE PRINCESS'/ CHEROKEE PRINCESS DOGWOOD
MAGNOLIA VIRGINIANA / SWEET BAY
SHRUBS
ABELIA X 'EDWARD GOUCHER' / EDWARD GOUCHER ABELIA
ILEX CORNUTA'BURFORDII NANA' / DWARF BURFORD HOLLY
ILEX GLABRA 'SHAMROCK' / INKBERRY
MYRICA CERIFERA / WAX MYRTLE
3.5" CAL.
3.5" CAL.
3.5" CAL.
2.5" CAL.
6' HT.
6' HT.
6' HT.
3.5" CAL.
3.5" CAL.
6' HT.
6' HT.
6' HT.
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24" HT.
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Lic. No.
1 870
10/1912018
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GENERAL NOTES
1. Plants shall be healthy, vigorous material, free of pests and diseases and are subject to approval/rejection
of the Landscape Architect prior to, during and after installation.
2. Contractor shall identify all materials at growing location prior to purchase and submit digital photographs,
and source list to the Landscape Architect for approval at a minimum of six (6) calendar weeks prior to
installation. Plants not approved shall be resourced and resubmitted. Substitutions and/or modifications to
planting layout, plant materials, etc. shall not be made without the written consent of the Landscape
Architect.
3. Planting beds and individual tree plantings shall be mulched continuously as specified.
4. Prior to construction the contractor shall be responsible for locating underground utilities and execute work
in a manner that avoids damage to utilities during the course of work. Contractor shall be responsible or
remedy of any damage to utilities, structures, site appurtenances that occur as a result of landscape
related work.
5. Contractor is responsible for verifying quantities shown on documents. Field adjustments shall be
approved by Landscape Architect prior to installation. Quantities indicated on drawings are for reference -it
is the Contractor's responsibility to ensure full coverage of plants at the indicated spacing.
6. Contractor is responsible for maintenance of all plantings including, but not limited to watering, mowing,
edging, spraying, mulching, fertilizing, of plantings and turf areas for one (1) calendar year from date of
certificate of occupancy. Contractor is responsible for warranty of all plant material for a period of one (1)
calendar year from date of certificate of occupancy. Warranty replacement planting shall meet or exceed
the original specification identified on drawings. Replacement planting shall extend the same warranty as
originally installed materials. Plantings and grass areas shall be flourishing and fully thriving at end of
warranty period.
7. Plants identified for replacement by Owner, Landscape Architect shall be replaced immediately by the
Contractor unless otherwise agreed upon. Plantings (trees, shrubs, groundcover) subject to replacement
by warranty shall exhibit characteristics of 30% dead -per individual plant, non-contributing or disease
compromised. Grass areas suitable for acceptance shall demonstrate 85% sustained/consistent and
continuous, densely established coverage.
8. Contractor shall perform a site review at end of warranty period and provide the Owner with written
documentation of the site, including plant health, warranty replacement items, and conditions that may be
influencing plant health. Contractor shall remove from plants and site, all staking and guying material at
end of warranty period.
9. Contractor shall comply with all local, state and federal requirements, codes and regulations related to the
work undertaken.
10. All material including planting operation appurtenances shall be of domestic origin manufacture and
sourced within 100 miles of the project site.
11. Contractor is responsible for coordination among trades operating on site. Coordination and if necessary
resulting modifications to schedules are responsibility of the Contractor.
12. All landscaped and lawn areas are to be irrigated. The General Contractor is responsible for providing a
turnkey design build irrigation system as part of the base bid for the project. The contractor shall provide
an irrigation plan and product installing irrigation sleeving as shown on the landscape plan prior to
installation of paving materials.
PERFORMANCE SPECIFICATION
1. PLANTS
A.General
1. Live healthy plants free of dead branches and parts
2. Free of disease, insect, injury and damage
3. Unbroken, intact, dense and solid rootballs and containers, without cracks, flat sides or previously repaired
damage.
4. Free of girdling roots or rootbound/circling container conditions
5. Plants of consistent in growth habit and healthy character
6. Free of compromising growth conditions such as weak crotch connections, crossed branches, snags and
scars
7. Point of origin growing location within 100 miles of project site
8. Graded, standards, caliper, sizes and stock consistent with ANSI Z60.1, American Standard for Nursery
Stock most current edition
9. Species identified consistent with Hortus Third: Concise Dictionary of Plants Cultivated in the United
States and Canada, most current edition and Manual of Woody Plants; Their Identification, Ornamental
Characteristics, Culture, Propagation and Uses, most current edition
10. All disturbed areas shall be grass seed unless otherwise identified on landscape plans
B. Trees:
1. Deciduous Single Trunk
a. Full, straight and upright with consistent symmetrical natural branching pattern throughout
b. Branching Height -seven (7) feet to lowest branch in two years unless otherwise required by local
jurisdiction
2. Deciduous Multi -Trunk
a. Full and upright with straight consistent symmetrical natural branching pattern throughout
b. Canes evenly spaced and of similar growth habit
c. Free of suckers and extraneous branching
3. Evergreen Single -Trunk
a. Full and upright with continuous symmetrical dense natural habit
b. Clear branching height twelve (12) inches above top of rootball
c. Free of suckers and extraneous branching
d. Do not shear or otherwise prune to shape plantings
C.Evergreen and Deciduous Shrubs
1. Full, dense and naturally symmetrical.
2. Consistent with container and/or balled and burlapped size
3. Free of suckers and extraneous branching
4. Do not shear or otherwise prune or shape plantings
D. Evergreen and Deciduous Groundcover
1. Full and dense in pots or flats
E. Perennials and Seasonal Color
1. Full and dense in pots or flats
F. Turf Grass
1. Subgrade
a. Soil Mix -10% Compost, 90% topsoil by volume
b. Preparation -loosen subgrade to a minimum depth of four (4) inches. Remove all non -natural materials
including litter, stones, sticks and all items greater than 3/4 inch in any dimension
c. Preparation -spread soil mix at a depth of four (4) inches continuously to meet grade elevations shown
on drawings. Allow for thickness of sod when applicable
2. Grass Sod
a. Install not longer than twenty-four (24) hours from harvest
b. Grass bed not less than two (2) inches in continuous thickness
c. 100% continuous live sod coverage after first growing season and at end of warranty period.
d. Of uniform non -varying density and continuous texture quality capable of growth and development
immediately upon installation. Weed and noxious plant free
e. Stagger installation rows and place aligned parallel to contours
f. Fill joints solidly with planting bed preparation soil
g. Provide anchor pins at twenty-four (24) inches on center for slopes greater than 4:1
3. Grass Seed
a. Mix approved by the Landscape Architect
b. Provide first and new of year seed crops in mix free of weed seeds and deleterious matter
c. Provide seed mix not greater than 15% annual or perennial rye
d. Coverage 85% continuous coverage live stand after first growing season and at end of warranty
c
e. Replacement or overseeding mixes consistent with original apple ation/installation
f. Provide erosion blankets or other slope retention methods as noted on drawings
I.I. Materials and Appurtenances
A.Testing
1. Materials testing information/certificates/dated labels shall be current to the project and performed/certified
not greater than 120 calendar previous days from current date of submittal for review
B. Top Soil
a
0
- - wet Continuous)
1. Neutral Ph balanc4, 5.5 7.5. Friable and containing 2.0 5.0 0 organic matter b d ht
9 � g Y dry 9 Y
free of pori -soil items such as stones, debris, sticks, trash, and deleterious matter greater than 3/ inch in
any direction. Clay content shall not exceed 25%.Gravel content shall not exceed 10%. Silt shall not
exceed 25%
C.Use of Existing Topsoil
1. Existing topsoil on-site may be repurposed with prior Owner approval. Contractor shall provide soil testing
and additive program that demonstrates consistent performance and characteristics and composition as
identified herein. Owner shall approve soil testing and soil amendment/additive methods and procedures
D. Shredded Hardwood Mulch
1. 100% organic shredded first year hardwood free of deleterious matter, rock, gravel and weed seed.
Neutral Ph balance 5.5-7.5
E. Composted Pine Bark Fines
1. 100% organic ground pine bark with no particle dimension greater than %-inch and no greater than 10%
wood content
F. Compost Ph
1. Balanced 5.0-8.5 mature, stable and weed free produced by natural aerobic decomposition. Free of
visible contaminants and toxic substances. Not greater than 5% sand, silt, clay or rock by dry weight.
Consistent with US. -EPA CFR Title 40 Part 503 Standards for Class A biosolids
G.Compost Testing
1. Prior to delivery on-site, the following items are required for approval by Owner: Feedstock percentage in
final compost product; statement that the products meets federal, state and local health safety
requirements
2. Provide copy of lab analysis less than 120 calendar days old verifying that the product meets described
physical requirements; chemical contaminants; Ph, physical contaminants; biological contaminants
(including a statement that fecal coliform and salmonella testing and results comply with requirements of
the US Composting Council Seal of Testing approval programs
H.Planting Mix
1. 85% topsoil and 15% Compost
I. Fertilizer'
1. Granular '10% nitrogen, 6% Phosphorous, 4% Potassium granular form with 50% Nitrogen inorganic form.
Product and {Material Safety Data as approved by Owner
J. Herbicide
1. Product and Material Safety Data as approved by Owner
K. Water
1. Potable only unless otherwise approved by Owner
L. Hardwood Stakes
1. 2 x 2 x 48 inch square of sound hardwood, painted flat black on all sides
M.Tree Ties
1. Villa Non -Abrasive Rubber Tree Ties or approved equal
N. Filter Fabric
1. Mirafi '140-N or approved equal
O.Steel Edging
1. 1/8 -inch x 4 --inch in full sections. Ryerson, Timec or approved equal with integral stakes. No open
corners. Corners shall be formed and trued to compliant angle or welded closed
P. River Stone
1. Locally sourced, river rounded, unfaceted river stone/cobbles.
2. Size shall not exceed 3 total inches in any dimension.
3. Color and texture approved by Owner
4. When placed in concrete or mortar setting bed, tamp to secure and brush clear joints.
5. Concrete or mortar as approved by owner.
Ill. Execution
A.Site Conditions
1. Inspect site and notify Owner in writing of acceptance with indication that project conditions are acceptable
are suitable to proceed with work. Notify Owner of any existing damage and/or other conflicting conditions.
2. Do not proceed with work until unsatisfactory conditions have been satisfactorily remedied. Notify Owner
of acceptance prior to commencement of work.
3. Notify Owner in writing of any conditions that may preclude successful completion of work including items
such as coordination with other trades, incomplete work, drainage, soil temperature and/or composition,
access to storage/work areas, damage to conditions, etc.
4. Notify Owner in writing immediately of any items that may influence work schedule, timing of tasks,
materials delivery and/or installation and warranty responsibilities.
5. Coordinate and cooperate with other trades working in and adjacent to work areas. Examine drawings of
other trades which show development of the entire project and become familiar with the scope of required
work by others.
B. Planting Seasons
Recommended seasons are a general guide based on historical climatic data and typical performance of
plantings, and which vary dependent on project -specific environmental conditions. Due to construction
schedules, recommended planting seasons may/may not coincide with request(s) for certificate of
occupancy for projects. Coordination of planting installation and seasons shall be reviewed with Owner
on an individual project basis.
1. Deciduous and Evergreen Trees
a. Do not install/plant the following trees between September 15 and March 15
1. Oaks (Quercus Sp., Such as Q. rubra, Q. alba, Q. phellos, Q. coccinnea)
2. Dogwood (Cornus Sp.)
3. Sweetgurn (Liquidambar Sp.)
4. All Conifers and Evergreens except White Pine (Pinus strobus Sp.)
2. Deciduous and Evergreen Shrubs
a. Install/plant between March 15 and June 15 and/or September 15 and November 30
3. Perennials
a. Install/plant between March 15 and June 15 and/or September 15 and November 30
4. Spring Flowering Bulbs
a. Install/plant between September 15 and December 15
5, Seasonal Annuals
a. Install/plant in season per approved schedule
6. Turf Grass
a. Install/plant between March 15 and May 15 and/or September 15 and November 30
b. Do not install/plant seed or sod turf grass areas when ambient air temperature is below forty (40)
degrees Fahrenheit, or forecast for a twelve (12) hour period after completion of work
7, No Plant' Installation
a. Do not install plantings or turf grass between June 15 and September 15, without approval by Owner
C.Positioning 8t Location of Plantings
1. Position plants to show the most -prominent and well -formed face to most -public view
2. Field locate plants and location/spacing/dimension of planting beds on project site prior to beginning
installation
3. Verify location of individual plants and plant beds prior to beginning installation. Do not proceed without
Owner approval
D. Implementation
1. Pursue work continuously without delay or interruption until completion unless notified otherwise by Owner
2. Provideo j
roect submittals ahead p a f commencement of work. Landscape Architect requires a minimum of
ten (10) working days from date of receipt for review of submittals and response to Owner and Contractor.
Plan accordingly for procurement of materials
3. Continuously update implementation schedule and notify Owner of progress. Delays related to material
availability are not cause for non -completion of scheduled delivery of work
4. Report delays due to weather or site conditions immediately upon finding. Provide recommendation for
remedy of schedule delays. Do not work, place or modify frozen soil
5. Report delays due to extraordinary natural or other conditions beyond control of Contractor
E. Clean Up
1. Remove trash, debris and work materials from site prior to request for substantial completion. Thoroughly
clean surfaces impacted by work including building, parking areas, roadways, sidewalks, signs, lights, site
furnishings, etc.
2. Repair any damage to existing conditions that occurred during execution of work.
3. All clean-up and demobilization procedures shall be performed to satisfaction of the Owner and Landscape
Architect.
'D'
PLANT SPACING ROW
' D ' ' A '
8" O.C.
6.93" O.C.
10" O.C.
8.66" O.C.
12" O.C.
10.4" O.C.
18" O.C.
15.6" O.C.
24" O.C.
20.8" O.C.
36" O.C.
30.0" O.C.
48" O.C.
31.5" O.C.
GROUNDCOVER
SPACING
NOT TO SCALE
SET GROUNDCOVERS AND PERENNIALS
IN STAGGERED ROWS AT SPECIFIED
SPACING. MULCH ENTIRE BED WITH 2"
SHREDDED HARDWOOD MULCH OR
APPROVED EQUAL.
NOT TO SCALE
SHRUB PLANTING
NU I I V 0k,/ALC
SET SHRUB AT ORIGINAL GRADE OR UP
TO 1/8 DEPTH OF ROOT BALL
2" SHREDDED HARDWOOD MULCH OR
APPROVED EQUAL
NOTE: GROUNDCOVERS AND
PERENNIALS TO BE INSTALLED
TRIANGULAR SPACING
MAKE (3) -1" CUTS IN SIDES OF THE
ROOTBALL
PLANTING SOIL MIX PER PLANTING SPECIFICATIONS
UNDISTURBED SOIL PEDESTAL
NOTE: SHRUBS INSTALLED IN
CONTINUOUS SUCCESSION OR LARGE
BED SHALL BE PLACED IN ONE
CONTINUOUS DEPTH BED
=T TREE AT ORIGINAL GRADE OR UP TO 1/8
:PTH OF ROOT BALL
SHREDDED HARDWOOD MULCH OR APPROVED EQUAL
DIL SAUCER: USE PREPARED TOPSOIL, 6" MIN.
ARDWOOD STAKES (3)
DPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP
2 OF BURLAP. NON -BIODEGRADABLE MATERIAL
-1ALL BE TOTALLY REMOVED
LANTING SOIL MIX PER PLANTING SPECIFICATIONS
NDISTURBED SOIL PEDESTAL
ORNAMENTAL TREE PLANTING
NOT TO SCALE
PREVAILING WIND
1
I- I
DECIDUOUS
-
DECIDUOUS TREE PLANTING
NOT TO SCALE
ARBORTIE AT BARK
AL LEADER
1E NURSERY STAKE
3RAISIVE RUBBER TIES
(3) TWO INCH TREE STAKES.
L 6" AWAY FROM EDGE OF THE
3ALL. STAKE LOCATION SHALL NOT
ERE WITH PERMANENT BRANCHES.
3 SHALL BE PAINTED BLACK PRIOR
TALLATION.
TO MULCHING, LIGHTLY TAMP SOIL
ID THE ROOT BALL IN 6" LIFTS TO
TREE. DO NOT OVER -COMPACT.
THE PLANTING HOLE HAS BEEN
ILLED
NED SOIL. TURN THE SOIL TO
E COMPACTION TO THE AREA AND
SHOWN.
__R OF MULCH.
ON TOP OF ROOT BALL SHALL NOT
D 1"
FINISHED GRADE.
EXISTING SOIL,
SCARIFY SIDES OF PLANTING PIT
TOP OF ROOT BALL SHALL BE FLUSH WITH
FINISHED GRADE.
BOTTOM OF ROOT BALL RESTS ON
EXISTING OR RECOMPACTING SOIL.
NOT TO SCALE
CLEANLINE INSTALLATION INSTRUCTIONS
1, DIG LANDSCAPE TRENCH 1" (25MM) DEEPER THAN THE EDGING BEING SET.
1 2, SET THE EDGING INTO THE LANDSCAPE TRENCH WITH THE TOP 1/2" (12.5CM)
ABOVE WHAT WILL BECOME THE COMPACTED FINISH GRADE. (THE INSTALLER
CAN CONNECT THE ADJACENT SECTIONS OF THE EDGING PRIOR TO OR AFTER
THE SECTIONS ARE PLACED IN THE TRENCH.) WHERE CONNECTIONS ARE
NEEDED ON CURVES, THE INSTALLER WILL FIND THAT CONNECTING SECTIONS
PRIOR TO INSTALLING WILL ALLOW FOR FASTER COMPLETION.
T
- � 3. START AT THE BEGINNING OF THE BED AREA AND BEGIN DRIVING THE 12"
i' (30.5CM) ALUMINUM STAKES. (NOTE: THERE ARE MORE LOOPS PER SECTION
( r ' THAN STAKES. THE ADDITIONAL LOOPS ARE PROVIDED FOR GREATER
1i x, VERSATILITY OF STAKING BASED ON THE DESIGN AND APPLICATION.)
l 4. SNAP DOWN THE ADJACENT SECTIONS. (SEE DIAGRAM A)
- x ` 5. AT THE END OF THE BED AREA, CUT THE SECTION TO THE DESIRED LENGTH
AND STAKE DOWN. BEGIN YOUR NEXT BED AREA WITH THE REMAINING
PORTION OF THE CUT SECTION. (SEE DIAGRAM B) FORMING ANGLES: CUT THE
BOTTOM OF THE EDGING HALFWAY UP USING A HACKSAW, LAY ON A HARD
SURFACE PLACING A BRICK OR 4 X 4 OVER THE CUT.
!J 6. BEND UP TO THE DESIRED ANGLE USING A HAMMER TO STIFFEN ANGLE.
THIS FORMS A 1/2" RADIUS ON TOP AVOIDING SHARP CORNERS. AREA, CUT
" THE SECTION TO THE DESIRED LENGTH AND STAKE DOWN. BEGIN YOUR NEXT
I . Ni iD,
BED AREA WITH THE REMAINING PORTION OF THE CUT SECTION. (SEE
DIAGRAM B) FORMING ANGLES: CUT THE BOTTOM OF THE EDGING HALFWAY
PER(VIALOC CLE:ANLENE ALUMINUM LANDSCAPE EDGING UP USING A HACKSAW, LAY ON A HARD SURFACE PLACING A BRICK OR 4 X 4
NOTE: ALUMINUM EDGING SHALL ONLY BE USED AT AREAS TO RECEIVE STONE OVER THE CUT. BEND UP TO THE DESIRED ANGLE USING A HAMMER TO
MULCH. ALL OTHER LANDSCAPE BEDS ARE TO BE SHOVEL EDGED OR AS DIRECTED STIFFEN ANGLE. THIS FORMS A 1/2" RADIUS ON TOP AVOIDING SHARP
BY THE OWNER.. CORNERS.
STONE LANDSCAPE BED STEEL EDGE
NOT TO SCALE
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SHEET
NUMBER
CP
-501