36C25020B0008-006.pdf
PDF Posted
- Attached to
- Expand East Parking 610-312
- Solicitation number
- 36C25020B0008
About this file
This presolicitation notice provides details for an upcoming construction project solicitation. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10 will solicit bids to demolish an existing house and build a parking lot for the Fort Wayne VA Medical Center located at 2121 Lake Avenue, Fort Wayne, IN 46805. The project, numbered 610-312 and titled "Expand East Parking", has an anticipated value between $500,000 and $1,000,000 and will be set aside 100% for Service-Disabled Veteran-Owned Small Businesses. The solicitation will be issued on December 20, 2019 via FEDBIZOPPS.gov using North American Industry Classification System code 236220 for Commercial and Institutional Building Construction. A pre-bid site visit will also be scheduled. Interested parties should contact the point of contact Nathan Heikkinen, Contract Specialist at Nathan.heikkinen@va.gov or (317) 988-1512 for any additional details.
36C25020B0008 610-312_FBD Drawings_2019.10.30_Part4.pdf
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| File | Type | Posted |
|---|---|---|
| 36C25020B0008-0002001.pdf | ||
| 36C25020B0008-0002000.docx | DOCX document | |
| 36C25020B0008-0001001.pdf | ||
| 36C25020B0008-0001003.pdf | ||
| 36C25020B0008-0001002.pdf | ||
| 36C25020B0008-0001005.pdf | ||
| 36C25020B0008-0001000.docx | DOCX document | |
| 36C25020B0008-0001004.pdf | ||
| 36C25020B0008-0001006.pdf | ||
| 36C25020B0008-009.docx | DOCX document | |
| 36C25020B0008-002.pdf | ||
| 36C25020B0008-010.pdf | ||
| 36C25020B0008-004.pdf | ||
| 36C25020B0008-001.docx | DOCX document | |
| 36C25020B0008-003.pdf | ||
| 36C25020B0008-008.doc | DOC document | |
| 36C25020B0008-007.pdf | ||
| 36C25020B0008-005.pdf |
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1. CEMENT TYPE: CLASS A CONCRETE, 4000PSI AT 28 DAYS.
2. DEPTH OF CONCRETE: 4" TYPICAL, 6" WHERE SHOWN ON LAYOUT PLAN.
3. EXPANSION JOINTS: 1/2" THICK PRE-FORMED EXPANSION JOINT MATERIAL WITH BACKER ROD AND
SEALANT SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS:
A. WHERE NEW SIDEWALK ABUTS AN EXISTING SIDEWALK, DRIVEWAY, OR CURB.
B. EVERY 50' IN SIDEWALKS THAT ARE 100' OR MORE IN LENGTH.
4. SCORED CONSTRUCTION JOINTS: 34" TO 1 14" DEEP AT 5' INTERVALS.
5. CROSS SLOPE: NOT TO EXCEED 2.0%, WITH THE LOWEST PART OF THE SIDEWALK ABOVE THE
ADJACENT CURB.
6. SURFACE FINISH: LIGHT BROOM FINISH APPLIED FROM SIDE-TO-SIDE OF THE SIDEWALK.
7. ADA COMPLIANCE: ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF
THE AMERICANS WITH DISABILITIES ACT.
8. CONCRETE SIDEWALK SHALL BE FORMED WITH FORMS, FULL DEPTH, AND NOT EARTH FORMED.
SIDEWALK SPECIFICATIONS
NOT TO SCALECD501
1'- 6"
6"
6"
7"
JOINTS:
PROVIDE WEAKNESS JOINTS EVERY 10
LF. PROVIDE CONTROL JOINTS AT THE
END OF EVERY POUR AND EVERY 50 LF
OF CURB.
FINISHED GRADE
1" RADII
PAVEMENT
#4 CONTINUOUS BAR TOP &
BOTTOM
95% COMPACTED SUB-GRADE
6" VERTICAL CURB
1" = 1'-0"
CD501
NOTE:
DETECTABLE WARNINGS SHALL BE PROVIDED UTILIZING AN ADA COMPLIANT, SLIP RESISTANT, LONG-WEARING CAST IRON PLATE. PLATE TO BE PERMANENTLY EMBEDDED INTO CONCRETE WITH THE BOTTOM OF DOMES SET FLUSH WITH TOP OF FINISHED CONCRETE. THE PLATE SHALL BE COLORED UTILIZING STANDARD COLORS.
PROVIDE SUBMITTAL TO ENGINEER FOR PLATE AND COLOR SELECTION APPROVAL. FOLLOW MANUFACTURER
RECOMMENDATIONS FOR INSTALLATION.
0.9"
PLAN VIEW
VARIES, SEE PLAN
PAVED VEHICULAR WAY
SECT-A
A
0.45"
0.
2"
CONCRETE SIDEWALK / RAMP,
SEE SITE LAYOUT PLAN.
DETECTABLE TRAFFIC WARNING
NOT TO SCALE
1 DOME SPACING
1.6"TO 2.4" O.C.
CD501
3" MAX.
3' M
AX
.2' M
AX
"A"
SEE PLAN
2'-0"
8"
1'- 4"
M
AX
"M
IN
2'-0"
3" S
LO
PE
9"
GENERAL CONSTRUCTION REQUIREMENTS:
1. MANHOLE MADE IN ACCORDANCE WITH ASTM C-478 AND INDOT SECTION 720 SPECIFICATION STANDARDS.
2. ALL PIPES SHALL HAVE A SMOOTH FINISH
3. MANHOLE JOINTS TONGUE AND GROOVE WITH BUTYL ROPE OR RING IN ACCORDANCE WITH ASTM C-443 AND
ASTM C891.
4. THE BASE SHALL BE PLACED ON 6" MIN. COMPACTED CLASS I OR CLASS II MATERIAL AS DESCRIBED IN ASTM
D2321.
6" M
IN
3000 PSI
CONCRETE BENCH
4" CONCRETE ADJUSTMENT
RING. PROVIDE 1 RING MAX.
SEE UTILITY SHEET FOR
MANHOLE CASTING
PRECAST
CONCRETE
MANHOLE
SECTIONS AS
REQUIRED
PRECAST
CONCRETE
MANHOLE
FLAT TOP OR
CONE
MANHOLE TOP IN ALIGNMENT WITH
STEPS
REINFORCING STEEL PER ASTM
SPEC. C-478CONCRETE BASE MAY BE POURED, PRECAST, OR
MONOLITHIC
3 4
NOTE: BOOTS REQUIRED UNLESS LOCAL COMMUNITY ALLOWS OTHERWISE.
"B"
DETAIL NOTES:
SEAL STRUCTURE WALL WITH PSX BOOT, OR A-LOK GASKET FOR
SMOOTH WALL ACCORDING TO ASTM C923.
STANDARD FIBERGLASS MANHOLE STEPS.
DRILLED OR PRECAST OPENING.
(2) WEEP PIPES REQUIRED FOR EACH STORM STRUCTURE. PROVIDE FILTER
FABRIC OVER WEEP OPENING.
#8 GRAVEL BASE.
WALL THICKNESS
"A" MH DIA. "B"
48" 5" 60" 6" 72" 7" 84" 8" 96" 9"
108" 10" 120" 11"
STORM MANHOLE TYPE I
3/8" = 1'-0"
"B"
CD501
d
SUBGRADE
Bc
M
IN
INFLUENCE LINE
SCALE : N.T.S.
BACKFILL SPECIFICATIONS
1. BACKFILL WITHIN PUBLIC R.O.W., UNDER PAVED AREAS, AND WITHIN THE INFLUENCE OF BUILDING STRUCTURES
SHALL BE INDOT #53/#73. INFLUENCE ZONE SHALL EXTEND AT A 1:1 SLOPE FROM ABOVE ITEM. COMPACTION
SHALL MEET OR EXCEED 95% OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 1557.
2. BACKFILL WITHIN LAWN AREAS AND OUT OF THE INFLUENCE OF: BUILDING STRUCTURES, PAVED AREAS, AND PUBLIC R.O.W., SHALL BE STANDARD BACKFILL. STANDARD BACKFILL SHALL BE FREE OF: ROCK AND GRAVEL LARGER THAN 3" IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATERIAL ACCORDING TO ASTM D 2487. COMPACTION SHALL MEET OR EXCEED 90% OF
MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 1557.
BEDDING SPECIFICATIONS
1. FOR ROCK OR OTHER NON-COMPRESSIBLE MATERIAL, THE TRENCH SHALL BE OVER EXCAVATED A
MINIMUM OF 6" AND REFILLED WITH BEDDING MATERIAL.
2.
LEGEND
Bc = OUTSIDE DIA. OF PIPE
D = INSIDE DIA. OF PIPE
d = BEDDING MATERIAL BELOW PIPE BELL
5'
DEPTH OF BEDDING
MATERIAL BELOW PIPE
D d(Min.)
LESS THAN 60" 4"
60" & LARGER 6"
CRUSHED STONE INDOT #5, #8 (FLEXIBLE PIPE)
GRANULAR MATERIAL INDOT #5, #8, #9 (RIGID
PIPE)
BUILDING, STREET, DRIVEWAY, SIDEWALK OR OTHER PAVED
SURFACE
#53/#73
BACKFILL
DESIGNATED PIPE
BEDDING
BACKFILL
(SEE BELOW)
VA
RI
ES
PIPE TRENCH DETAIL
NOT TO SCALE
CD501
6" 8"
1'- 2"
6" CONC. SLAB W/ 6x6 W2.9xW2.9 WWF
95% COMPACTED SUB-GRADE
COMPACTED #73 OR #53 STONE OR
AGGREGATE
6" CONCRETE PAVEMENT
1" = 1'-0"
CD501
2'-0" 6" 1'-0"
7"
3"
FINISHED GRADE #4 BARS
16" RADII
PAVEMENT
SEE LAYOUT PLAN
FOR SECTION
95% COMPACTED
SUB-GRADE
ROLLED CURB & GUTTER TYPE "C"
1" = 1'-0"
CD501
JOINTS:
EXPANSION JOINTS SHALL BE
LOCATED EVERY 50 LF
UNLESS OTHERWISE
INDICATED.
FINISH GRADE
6" CONC. WALK
6" #53 COMP. AGGREGATE
SLOPE: 2.0% MAX UNLESS
PLAN NOTES OTHERWISE
COMPACTED
SUBGRADE
VARIES SEE PLAN
6x6 W2.9xW2.9 WWF
6" CONC. SIDEWALK (WWF)
1" = 1'-0"CD501
CURB FACE WALK WITH GUTTER
1" = 1'-0"CD501
1'- 8"
COMPACTED #73 OR #53 STONE OR AGGREGATE
95% COMPACTED SUB-GRADE
STONE DRIVE
1" = 1'-0"
CD501
JOINTS:
EXPANSION JOINTS SHALL BE
LOCATED EVERY 50 LF UNLESS
OTHERWISE INDICATED.
FINISH GRADE
4" CONC. WALK
4" #53 COMP. AGGREGATE
SLOPE: 2.0% MAX UNLESS
PLAN NOTES OTHERWISE
COMPACTED SUBGRADE
VARIES SEE PLAN
4" CONC. SIDEWALK
1" = 1'-0"CD501
95% COMPACTED SUB-GRADE
4" PERF. POLYETHYLENE PIPE WITH
FILTER SOCK
#9 STONE
PA
VE
M
EN
T
PE
R
PL
AN
8"
MIN.
" M
IN
SL
OP
E
TO
D
RA
IN
2"
GEOTEXTILE
FILTER FABRIC
GRADE TO BE 0.1' BELOW PAVEMENT
12"
MIN.
12"
MIN.
SUBDRAIN
1" = 1'-0"
CD501
14" (MIN.) EMBEDMENT
LENGTH 6" (MIN.) EACH PANEL
d / 2
(M
IN
EXISTING CONCRETE PAVEMENT
2" WIDE EXPANSION JOINT WITH SEALANT
RESERVOIR AND SEAL 12" DEEP
EPOXY COATED 3 4" SMOOTH ROUND
DOWEL (12" O.C.) ONE SIDE LUBRICATED
PROPOSED
CONCRETE
PAVEMENT
1" = 1'-0"
DOWELLED BUTT JOINT7
CD501
CASTING SCHEDULE
NOT TO SCALECD501
NOTES:
1. APPLY TROWELABLE BUTYL RUBBER BACKPLASTER MATERIAL 14" THICK (WHEN DRY) OVER RISER RINGS FROM 6"
ABOVE TO 6" BELOW RISER RING JOINTS. USE TROWELABLE EZ-STICK #3. AS MANUFACTURED BY PRESS-SEAL
GASKET CORP.
2. EXTERNAL CHIMNY SEAL SHALL CONSIST OF A HEAT-SHRINKING WRAP-AROUND SLEEVE (USEWRAPIDSEAL AS
MANUFACTURED BY CANUSA) OR EXTERNAL CHINMNET SEAL (AS MANUFACTURED BY CRETEX).
3. USE RU 106 RUB'RNEK LTM AS MANUFACTURED BY HENRY CO., KENT-SEAL NO. 2 AS MANUFACTURED BY HAMILTON-KENT OR EZ-STICK BUTYL-RUBBER-0BASED PREFORMED FLEXIBLE SEALANT AS MANUFACTURED BY
PRESS-SEAL.
34" Dia.
24" Dia.
2" , 3
4"
, o r 6
24" D ia.
" M
AX
IM
UM
5"
MINIMUM 4500 PSI
CONCRETE
4" REINFORCING
STEEL
MANHOLE CASTING
SEE NOTE #3
SEE NOTE #1
SEE NOTE #2
ADJUST TO GRADE WITH
RISER RINGS 2", 3", 4", OR
6". (BELOW - MAX. 2 RISER
RINGS)
CASTING ADJUSTMENT
NOT TO SCALE
CD501
1 2" 6"
3" 11 2"
COMPACTED #2 AGGREGATE
95% COMPACTED SUB-GRADE
330#/SY HMA INTERMEDIATE, 3/4", MAINLINE
165#/SY HMA SURFACE, 3/8", MAINLINE
6"
COMPACTED #73 OR #53 STONE OR AGGREGATE
ASPHALT PAVEMENT
1" = 1'-0"
CD501
6x6 W2.9xW2.9 WWF d
CASTING
TYPE
CATALOG NUMBER
DESCRIPTION PLAN VIEW SECTION VIEW
NEENAH EAST JORDAN
C LID & FRAME:
3501-N
LID & FRAME:
7490-M1 OPEN W/ FISH LOGO
G LID & FRAME:
2560-D8
LID & FRAME:
1130-01 OPEN W/ FISH LOGO
P LID & FRAME:
1772 LID & FRAME: 1022Z1
SOLID W/
"ENVIRONMENTAL"
LETTERING
NOTES: 1. CASTINGS SPECIFIED, OR APPROVED EQUAL
2. ALL BEARING SURFACES TO BE MACHINED.
3. COMPLY WITH ASTM A48-83 CLASS #35.
*WHEN USED WITH STORM INLET, CONTRACTOR TO VERIFY IF A SPECIAL ORDER CASTING IS NEEDED TO PROVIDE
SUFFICIENT SUPPORT.
PAVEMENT
SEE LAYOUT PLAN
FOR SECTION
CONCRETE CURB AND GUTTER.
SEE DETAIL #20/CD501
4" CONC. SIDEWALK. SEE DETAIL
#11/CD501
6"
JOINTS:
EXPANSION JOINTS SHALL BE
LOCATED EVERY 50 LF UNLESS
OTHERWISE INDICATED.
#4-10" BARS @ 16" O.C.
4" EXPANSION JOINT
8"
8"
COARSE BROOMED FINISH
AS REQUIRED TO
MEET 1:12 MAX.
SLOPE OR 6'-0" MIN.
DETECTABLE TRAFFIC WARNING,
SEE DETAIL #10/CD501 SEE PLAN
CONC. CURB
6" CONCRETE PAVEMENT,
SEE DETAIL #5/CD501
6"
6"
SLOPE
1:12 MAX.
6" TALL VERTICAL CURB TO BE
POURED INTEGRAL WITH WALK
CURB RAMP TYPE "I"
1/4" = 1'-0"CD501
2'-0"
2'-0"
SEE P
LAN
6"
COARSE BROOM FINISH
CONC. CURB AND GUTTER PER DETAIL #20/CD501
AS REQUIRED TO MEET 1:12
MAX. SLOPE OR 6'-0" MIN.
DETECTABLE TRAFFIC WARNING,
SEE DETAIL #10/CD501
CONC. SIDEWALK, SEE
DETAIL #11/CD5.0
FLARED
EDGE
TRANSITIO
N
CONC. CURB
AND GUTTER PER
DETAIL #20/CD501
TRANSITIO
NFLARED EDGE
6"
SLOPE
1:12 MAX.
CURB RAMP TYPE "II"
1/4" = 1'-0"CD501
CURB RAMP TYPE "III"
1/4" = 1'-0"CD501
AS REQUIRED TO MEET 1:12
MAX. SLOPE OR 6'-0" MIN.
SEE P
LAN
CONC. SIDEWALK, SEE
DETAIL #8/CD501
CURB & GUTTER. SEE
DETAIL #20/CD501
COARSE BROOMED FINISH
CONC. GUTTER PER
DETAIL #22/CD501
TRANSITION CURB AND
GUTTER TO PAVEMENT
HEIGHT.
SLOPE
1:12 MAX.
DETECTABLE TRAFFIC WARNING
PER DETAIL #10/CD501
24" 6" 12"
3"
PAVEMENT CROSS-SECTION VARIES
SEE LAYOUT PLAN
COMPACTED SUBGRADE
COMPACTED GRANULAR
BACKFILL
CONCRETE CURB AND GUTTER
1/2" = 1'-0"CD501
6" 13
6"
6"
MIN
#4 BARS
3" TOPSOIL
1" R
2'-0"
8"
6"6" 1'-0"
3" #4 BARS
PAVEMENT
95% COMPACTED SUB-GRADE
7"
NOTE: SLOPE GUTTER TO MEET
DRAINAGE INTENT OF ADJACENT
PAVEMENT.
DRAINAGE INTENT
DRAINAGE INTENT
2%
2%
CD501
CONCRETE GUTTER TYPE "I"
1" = 1'-0"
1" R
7"
6"
2'-0"
7"
6" 1'-0"
3"
#4 BARS
PAVEMENT -
CROSS-SECTION
VARIES SEE LAYOUT
PLAN
PAVEMENT -
CROSS-SECTION VARIES
SEE LAYOUT PLAN
CD501
CONCRETE GUTTER TYPE "II"
1" = 1'-0"
CONC. GUTTER PER
DETAIL #22/CD501
COARSE BROOMED FINISH
AS REQUIRED TO
MEET 1:12 MAX.
SLOPE OR 6'-0" MIN.
DETECTABLE TRAFFIC WARNING,
SEE DETAIL #10/CD501
SEE PLAN
CONC. CURB
6" CONCRETE PAVEMENT,
SEE DETAIL #5/CD501
6"
6"
SLOPE
1:12 MAX.
6" TALL VERTICAL CURB TO BE
POURED INTEGRAL WITH WALK
CURB RAMP TYPE "I"
1/4" = 1'-0"CD501
SEE PLAN FOR RAD.
CONC. GUTTER PER
DETAIL #22/CD501
SEE PLAN FOR RAD.
CONC. GUTTER PER
DETAIL #22/CD501
All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design
Inc. and shall not be used for any purpose without prior expressed written consent. The
Contracting Officer Representative shall be permitted to retain copies for information and reference.
2020 E. Washington Boulevard
Suite 200
Fort Wayne, Indiana 46803
PH: 260.424.4830
www.viridian-design.net
V IRIDIAN
ARCHITECTURAL DESIGN INC.
AutoCAD SHX Text
DUMP NO WASTE!
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DRAINS TO WATERWAYS
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DRAINS TO WATERWAYS
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DUMP NO WASTE!
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
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CONSULTANTS:
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ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
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VA FORM 08-6231
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EXPAND EAST PARKING
AutoCAD SHX Text 610-312
AutoCAD SHX Text 10/09/2019
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CAMPUS
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CERTIFICATION:
AutoCAD SHX Text Engineering and Facilities Management Services
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DSB
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STATE OF
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CIVIL-DETAILS
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CD501
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RUSHING
SPECIFICATIONS:
1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.
2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY.
3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS
LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE.
4. AVOID UNDERMINING THE FENCE DURING CLEANOUT.
5. REMOVE THE FENCE AND SEDIMENT DEPOSITS AFTER THE CONTRIBUTING DRAINAGE AREA HAS
BEEN STABILIZED. BRING THE DISTURBED AREA TO GRADE AND STABILIZE.
SILT FENCE SHALL BE INSTALLED AT START OF CONSTRUCTION AND SHALL
REMAIN UNTIL GRASS HAS GROWN IN AREAS OF PERMANENT EROSION
CONTROL AREA.
4"
WATER FLOW
8"
1'- 6"
1'- 6"
M
IN
.3'- 0"
M
IN
2x2 POSTS
GEOTEXTILE FABRIC SECURED WITH LATHE - BURY TOE 8" MIN. BELOW GRADE
(12" MIN. TOTAL OF FABRIC SHOULD EXTEND INTO THE TRENCH) & PROVIDE
24" SPLICE LENGTH.
TEMPORARY/FINISH GRADE
COMPACTED FILL
GEOTEXTILE FABRIC LAID ON DOWN-SLOPE SIDE AND BOTTOM
OF TRENCH
SILT FENCE
1/2" = 1'-0"CD502
SPECIFICATIONS:
1. INSPECT THE FABRIC BARRIER AFTER STORM EVENTS, AND MAKE NEEDED REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT FROM THE POOL AREA TO PROVIDE STORAGE FOR THE NEXT STORM. AVOID
DAMAGING OR UNDERCUTTING THE FABRIC DURING SEDIMENT REMOVAL.
3. REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION MATERIAL AND SEDIMENT WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. GRADE THE AREA TO THE ELEVATION OF THE
TOP OF THE INLET, THEN STABILIZE
3'-0" (MIN.)
1'- 6"
(M
IN
1'-
6" (M
IN
.) 8"3'-
0" M
IN
4"
FLOW
1x2 INCH OR 1x3 INCH TOP FRAME - BRACE
DIAGONALLY AT TOP
2x2 POSTS
FABRIC SILT FENCE - BURY TOE 8" MIN. BELOW GRADE
(12" MIN. TOTAL OF FABRIC SHOULD EXTEND INTO THE
TRENCH).
TEMPORARY/FINISH GRADE
COMPACTED FILL
GEOTEXTILE FABRIC LAID ON DOWN-SLOPE SIDE AND
BOTTOM OF TRENCH
YARD INLET PROTECTION
1/2" = 1'-0"CD502
2'- 6"
1'- 0"
3'- 0"
6"
6" 2'-
0" 6"
6"
NOTE:
4500 PSI CONCRETE WITH #4 REBAR 10" TO 12" O.C. EACH WAY
AND GALVANIZED REBAR AND ANGLE GRATE
PLAN VIEW
FRONT VIEW
SECTION
PIPE
ORIFICE
PLATE
REBAR
REBAR
MANUFACTURED GRATE
LOCK HASPS FOR GRATE ATTACHMENT
LOCK HASPS FOR GRATE ATTACHMENT
20"x16"x14" STAINLESS STEEL
ORIFICE PLATE, ATTACHED W/ 4-HILTI
8"Ø HIT-A ROD W/ 2" EMBEDMENT
USING HILTI HIT 20 ADHESIVE. SEE
PLAN FOR ORIFICE SIZE
PIPE
ORIFICE
PLATE
LOCK HASPS FOR GRATE ATTACHMENT
6'-0"
12" TRASH RACK W/ ORIFICE PLATE
1/2" = 1'-0"CD502
4'-0"
APRON
9'-0"4'-0"
TOP WIDTH
3'- 0"
CR
ES
T
HT
3:1
SLOPE
2:1
SLOPE
OUTLET PIPE
SLOPE
SEE GRADING PLAN
1 FT THICK #5 STONE
REVETMENT RIP-RAP
GEOTEXTILE FILTER
FABRIC
TRASH RACK
GEOTEXTILE FILTER FABRIC
6'-0"
RIP-RAP DONUT
NONECD502
SECTION A-A
PLAN VIEW
NOTE:
DUE TO SITE CONSTRAINTS THE MINIMUM INTERIOR DIMENSION MAY BE ADJUSTED TO FIT THE SITE. THE STRUCTURE'S INTERIOR SQUARE FOOTAGE OF 100 SF. MUST BE MAINTAINED AND THE CONTRACTOR SHALL SUBMIT
ANY DESIGN ALTERATIONS TO THE ENGINEER.
AA
'-8
'-0 " M
IN
10'-10" (10'-0" MIN)
POLYETHYLENE LINING (2 LAYERS - 10
MILLIMETERS THICK MIN.) THE LINING
SHOULD EXTEND OVER THE SAND
BAGS.
SANDBAGS - STACK IN A "RUNNING
BOND".
PAVEMENT.
SANDBAGS - STACK IN A "RUNNING
BOND".
POLYETHYLENE LINING (2 LAYERS - 10
MILLIMETERS THICK MIN.) THE LINING
SHOULD BE HELD IN PLACE BY A LAYER
OF SAND BAGS AND EXTEND OVER
THE SAND BAGS.
1'- 0"
M
IN
NOTE:
CONTRACTOR MAY USE
PREFABRICATED PORTABLE
CONCRETE WASHOUT SYSTEMS /
CONTAINERS WITH A MINIMUM SUMP
CAPACITY OF 2 CU YDS.
CONC. WASHOUT STRUCTURE
1/4" = 1'-0"CD502
PUBLIC OR
EXISTING
ROAD
8" M
IN
GRADE 2% 8" M
IN
15'-0"
GEOTEXTILE FABRIC UNDERLINER
95% COMPACTED SUB-GRADE
#2 AGGREGATE
DIVERSION RIDGE WITH 3:1 SIDE SLOPE
MINIMUM LENGTH: 150'
MINIMUM WIDTH: 20'
MATCH GRADE
CONSTRUCTION ENTRANCE
1/2" = 1'-0"CD502
TYPICAL
RECTANGULAR INLET FILTER
TYPICAL
ROUND INLET FILTER
LIFT HANDLE
STAINLESS STEEL
CLAMPING BAND
STANDARD 2"
OVERFLOW AREA
STANDARD 2"
OVERFLOW AREA
11 GAUGE STEEL
SUSPENSION
SYSTEM
LIFT HANDLE
STAINLESS
STEEL
CLAMPING
BAND
REPLACEABLE
SEDIMENT BAGS WITH
GEOTEXTILE FILTER
FABRIC
FLEXSTORM DISTRIBUTED BY: ADS
AND MANUFACTURED BY:
INLET & PIPE PROTECTION, INC.
24137 W. 111TH ST., UNIT A
NAPERVILLE, IL 60564
PH: (866) 287-8655
FAX: (630) 355-3477
WWW.INLETFILTERS.COM
INFO@INLETFILTERS.COM
INSTALLATION:
· REMOVE GRATE
· DROP FLEXSTORM INLET FILTER INTO LOAD BEARING LIP OF
CASTING OR CONCRETE STRUCTURE
· REPLACE GRATE
PAVEMENT INLET PROTECTION
NONECD502
WEIR AND BERM DATA ELEVATIONS
BASIN
(A)
OVERALL WALL WIDTH (FT.)
(B)
WEIR WIDTH (FT)
(C)
BERM WALL (FT)
(D)
WEIR ELEVATION
(E)
BERM
ELEVATION
* 21'-0" 9'-0" 6'-0" 811.00 813.00
OVERFLOW WEIR DETAIL
NONE
A
A
(E) - BERM ELEVATION
SEE DATA CHART
(D) - WEIR ELEVATION
SEE DATA CHART
(E) BERM ELEVATION
(D) WEIR ELEVATION
SECTION 'A-A'
COMPACTED EARTH
BERM
#4's @ 12" O.C.
EACH WAY
M
IN
. D
EP
TH
VA
RI
ES
X
X
(C) BERM WALL (B) WEIR WIDTH (C) BERM WALL
(A) OVERALL WALL WIDTH
8" 6"6"
3000 PSI CONCRETE
CD502
NOTES:
1. WATER QUALITY UNIT SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, LATEST EDITION
AND THE MANUFACTURER'S PUBLISHED INSTALLATION GUIDELINES.
2. SUBMIT SHOP DRAWINGS TO ENGINEER FOR WATER QUALITY UNIT PRIOR TO FABRICATION.
3. FLOWABLE FILL MAY BE SUBSTITUTED FOR AGGREGATE BACKFILL. IF FLOWABLE FILL USED, GUARD AGAINST FLOTATION OF UNIT.
78" MIN.
6"
STM. WTR. QUALITY UNIT BACKFILL
NONE
COMPACTED #53 OR #8 STONE
OR AGGREGATE
95% COMPACTED SUBGRADE
UNDISTURBED EARTH
WATER QUALITY UNIT
8" THICK CONCRETE COLLAR
W/ 6X6 W2.9XW2.9 WWF:
EXTEND 12" BEYOND PIPE
WALL
FRAME & GRATE
(PER MANUFACTURER'S
RECOMMENDATIONS)
TOPSOIL OR PAVEMENT
COMPACTED #53 OR #8 STONE
OR AGGREGATE BEDDING
MATERIAL
CD502
" M
IN
OR
S
TA
BL
E W
EIG
HT
ED
BA
SE
O
N
PA
VE
M
EN
T.
6'- 0"
1'- 0"
1'-0"
CONCRETE
WASHOUT
AREA
2x2 POST
FINISH GRADE
EARTH
WHITE
BACKGROUND &
RED TEXT
CONCRETE WASHOUT SIGN
1/2" = 1'-0"CD502
INLET SIDE OUTLET SIDEFLOW
PLAN VIEW
BYPASS PIPE
LOCATED ON
SIDE OF UNIT
PROFILE VIEW
MANUFACTURER MODEL NUMBER
MAIN PIPE
DIAMETER (IN.)
TREATED FLOW
RATE (CFS)
INLET
DIAMETER (IN.)
OUTLET
DIAMETER (IN.)
CLEANOUTSEDI
MENT DEPTH
(IN.)
ADS 4820WQB 48 1.13 12 12 12
PRINSCO WQU4820 48 0.92 12 12 12
HAVILAND SWQU48x20B 48 1.10 12 12 12
BYPASS PIPE - SEE UTILITY PLAN
MANHOLE - SEE
UTILITY PLAN
WATER TIGHT
COUPLER (TYP)
SWEEP 90°
ELBOW
SWEEP 90°
ELBOW
MANHOLE - SEE
UTILITY PLAN
24" INSPECTION
RISER (TYP)WATER QUALITY UNIT. SEE UTILITY PLAN FOR LAYOUT
INLET PIPE OUTLET PIPE
MANHOLE - SEE
UTILITY PLAN MANHOLE - SEE
UTILITY PLAN
SEE
PLAN
WATER QUALITY UNIT. SEE UTILITY PLAN FOR
SIZE AND LAYOUT
INVERT OF BYPASS PIPE
MUST MATCH CROWN OF INLET PIPE
24"Ø ACCESS RISERS
(FIELD EXTEND AS REQUIRED)
FRAME & CASTING PER
MANUFACTURERS
RECOMMENDATIONS
CONCRETE
COLLARCONCRETE
COLLAR
SEE
PLAN
NOTES
1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND PUBLISHED INSTALLATION GUIDELINES.
2. GENERIC LAYOUT SHOWN. SEE UTILITY PLAN FOR LAYOUT CONFIGURATION.
3. EXTEND RISERS AS REQUIRED TO MATCH PROPOSED FINISH GRADE
4. SUBMIT SHOP DRAWINGS TO ENGINEER FOR WATER QUALITY UNIT PRIOR TO FABRICATION.
STORMWATER QUALITY UNIT (SWQU)
NONECD502
INSTALLATION:
1. CONTRACTOR TO SELECT A 12-MONTH PHOTODEGRADABLE EROSION CONTROL BLANKET RATED FOR
3:1 TO 2:1 SLOPES.
2. INSTALL EROSION CONTROL MEASURES AND PRACTICES NEEDED TO CONTROL EROSION AND
RUNOFF, SUCH AS TEMPORARY OR PERMANENT DIVERSION, SEDIMENT BASIN OR TRAP, AND SILT
FENCE.
3. GRADE THE SITE AS SPECIFIED IN THE CONSTRUCTION PLAN.
4. ADD TOPSOIL WHERE APPROPRIATE.
5. PREPARE THE SEEDBED, FERTILIZE (AND LIME, IF NEEDED), AND SEED THE AREA IMMEDIATELY AFTER
GRADING.
6. FOLLOWING MANUFACTURER'S DIRECTIONS, LAY THE BLANKETS ON THE SEEDED AREA SUCH THAT THEY ARE IN CONTINUOUS CONTACT WITH THE SOIL AND THAT THE UPSLOPE OR UPSTREAM ONES
OVERLAP THE LOWER ONES BY AT LEAST 8 INCHES.
7. TUCK THE UPPERMOST EDGE OF THE UPPER BLANKETS INTO A CHECK SLOT (SILT TRENCH), BACKFILL
WITH SOIL AND TAMP DOWN.
8. ANCHOR THE BLANKETS AS SPECIFIED BY THE MANUFACTURER. THIS TYPICALLY INVOLVES DRIVING 6" TO 8" METAL STAPLES INTO THE GROUND IN A PATTERN DETERMINED BY THE SITE CONDITIONS
AND TYPE OF EROSION CONTROL BLANKET.
EROSION CONTROL BLANKET
NONECD502
" M
IN
OR
S
TA
BL
E W
EIG
HT
ED
BA
SE
O
N
PA
VE
M
EN
T.
6'- 0"
1'- 0"
1'-0"
SOIL
STOCKPILE
AREA
2x2 POST
EXISTING
GRADE
WHITE
BACKGROUND &
RED TEXT
SPECIFICATIONS:
1. INSPECT THE SILT FENCE AND TEMPORARY SOIL STOCKPILE PERIODICALLY AND AFTER EACH 12" STORM
EVENT.
2. STOCKPILED SOIL SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP IF IT IS TO BE LEFT
INACTIVE FOR 15 DAYS OR MORE.
3. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE
THE AFFECTED PORTION IMMEDIATELY.
4. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST
POINT OR IS CAUSING THE FABRIC TO BULGE.
5. AVOID UNDERMINING THE SILT FENCE DURING THE REMOVAL OF DEPOSITED SEDIMENT.
6. REMOVE THE SIGN, SILT FENCE, AND SEDIMENT DEPOSITS AFTER THE SOIL IS RE-DISTRIBUTED.
BRING THE DISTURBED AREA TO GRADE AND STABILIZE.
IMPORTANT!
SILT FENCE AND TEMPORARY SOIL STOCKPILE AREA SIGN SHALL BE INSTALLED PRIOR TO STOCKPILING SOIL. SILT FENCE AND SIGNAGE SHALL REMAIN UNTIL THE SOIL IS RE-DISTRIBUTED ON-SITE.
(DETAIL IS ALSO AN EXAMPLE OF ANY TEMPORARY OFF-SITE SOIL STOCKPILE AREAS, IF USED.)
TEMPORARY SILT FENCE. SEE
DETAIL
EXISTING SOIL
10'-0" MIN.
TOE OF SLOPE
TEMPORARY SOIL STOCKPILE.
SLOPE OF 4:1 OR FLATTER.
TEMPORARY SOIL STOCKPILE
AREA SIGN
EXISTING SOIL
OFF-SITE SOIL STOCKPILE AREA
NONECD502
8"
4" 4"
3'
3" 3"2'-6"
6x6- W4xW4 WELDED WIRE
FABRIC
CONCRETE
FINISH GRADE
CONCRETE CHANNEL
NONECD502
All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design
Inc. and shall not be used for any purpose without prior expressed written consent. The
Contracting Officer Representative shall be permitted to retain copies for information and reference.
2020 E. Washington Boulevard
Suite 200
Fort Wayne, Indiana 46803
PH: 260.424.4830
www.viridian-design.net
V IRIDIAN
ARCHITECTURAL DESIGN INC.
AutoCAD SHX Text > 2%
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
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AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
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AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text Fort Wayne, Indiana
AutoCAD SHX Text
EXPAND EAST PARKING
AutoCAD SHX Text 610-312
AutoCAD SHX Text 10/09/2019
AutoCAD SHX Text
CAMPUS
AutoCAD SHX Text
CERTIFICATION:
AutoCAD SHX Text Engineering and Facilities Management Services
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text U
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text N
AutoCAD SHX Text V
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text
DSB
AutoCAD SHX Text 10911278
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text
STATE OF
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text No.
AutoCAD SHX Text D
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text D
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text K
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text 10-09-2019
AutoCAD SHX Text
CIVIL-DETAILS
AutoCAD SHX Text
CD502
AutoCAD SHX Text
AutoCAD SHX Text
RUSHING
SCALE: NONE
TREE PLANTING DETAIL 2
CD601
SCALE: NONE
SHRUB PLANTING DETAIL 3
CD601
SE
E
NO
TE
6" 6"NOTE:
20" MINIMUM FOR PLANTS UP TO 4'-0" IN HEIGHT,
AND 24" MINIMUM FOR PLANTS OVER 4'-0" IN
HEIGHT OR AS INDICATED ON THE PLANTING
SCHEDULE.
FINISH GRADE
MINIMUM OF 3" OF MULCH
SEE LANDSCAPE PLANS FOR
TYPE
CUT AWAY BURLAP, ROPE, WIRE, OR OTHER
WRAPPING MATERIALS FROM THE TOP OF THE BALL,
AND REMOVE FROM THE PIT. DO NOT REMOVE
BURLAP OR TIES ON THE SIDES OR BOTTOM OF THE
BALL. IF PLASTIC WRAP OR OTHER NON-DEGRADABLE
MATERIALS ARE USED IN LIEU OF BURLAP,
COMPLETELY REMOVE BEFORE PLACING IN THE HOLE.
SCARIFY WALLS OF PLANTING PIT.
BACKFILL MIXTURE - 12 OF THE MIXTURE
SHALL BE NATIVE SOILS MIXED WITH 12 OF
THE FOLLOWING MIXTURE: (PLANTING
MIXTURE - 60% TOPSOIL, 20% PEAT, 20%
SAND).
WIDTH - 2 X BALL DIAMETER
" M
IN
VA
RI
ES
6'
M
AX
REINFORCED RUBBER HOSE SECTIONS WITH DOUBLE
STRAND OF #10 WIRE.
WRAP #10 DOUBLE STRAND WIRE AT LEAST TWICE
AROUND EACH POST.
MINIMUM OF 3" THICK SHREDDED HARDWOOD
MULCH (MEDIUM TEXTURE). MULCH TO BE
KEPT AWAY FROM BASE OF TRUNK.
IDENTIFY TRUNK FLARE. TRUNK FLARE IS WHERE
THE ROOTS SPREAD AT THE BASE OF THE TRUNK.
THIS POINT SHOULD BE PARTIALLY VISIBLE AFTER
THE TREE HAS BEEN PLANTED. IF THE TRUNK FLARE
IS NOT VISIBLE, REMOVE SOIL FROM THE TOP OF
THE ROOT BALL.
STRAIGHTEN PLANT MATERIAL IN HOLE.
CUT AWAY BURLAP, ROPE, WIRE, OR OTHER WRAPPING MATERIALS FROM THE TOP OF
THE BALL, AND REMOVE FROM THE PIT. DO NOT REMOVE BURLAP OR TIES ON THE SIDES
OR BOTTOM OF THE BALL. IF PLASTIC WRAP OR OTHER NON-DEGRADABLE MATERIALS
ARE USED IN LIEU OF BURLAP, COMPLETELY REMOVE BEFORE PLACING IN THE HOLE.
GROUND LINE TO BE 2" ABOVE GRADE AT NURSERY.
6" X 12" COMPACTED SAUCER (TYP.).
FINISH GRADE
SCARIFY WALLS OF PLANTING PIT.
BACKFILL MIXTURE PLACED IN LIFTS. MIX 2 3'S OF NATIVE SOIL WITH 13 OF THE
FOLLOWING MIXTURE: (PLANTING MIXTURE - 60% TOPSOIL, 20% PEAT, 20% SAND).
FILL 13 OF PLANTING HOLE WITH BACKFILL MIXTURE TO STABILIZE TREE DURING
REMOVAL OF WIRE AND BURLAP.
UNDISTURBED GRADE
SCALE: NONE
TRENCH EDGE DETAIL 4
CD601
3"
6"
MULCH
LAWN AREA
EXISTING GRADE
OR GRADE OF
PLANTING AREA
HC#20501
HCV#27504
H
CV#27506
APPRO
XIM
ATE
LO
CATIO
N
O F
W
ATER
LI
N
E
PER
C
IT
Y O F
FO
RT W
AYN
E
G .I.
S.
M
CB
HC
IP
HC
HC
IP
IP
IP
C
C
DS
DS
DS
DS
D
CB
D
C
B
CB
W
W
LP
AREA OF SITE WILL BE
AFFECTED BY VA PROJECT
610-31-18.3.30 AS SHOWN
HERE. COORDINATION
BETWEEN PROJECTS WILL
BE REQUIRED.
BUILDIN
G
#4
TOP O
F B
ANK
766.50
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
SD
SD
S D
SD
S D
S D
SD
S D
SD
S D
LP
LP
LP
LP
LP
C
T O
P
O
F
B A N
K
LA
KE
AVEN
UE
1-Skyline
Honeylocust, 60' O.C.
2-Ivory Silk
Japanese Tree Lilac
2-Ivory Silk
Japanese Tree Lilac
2-Ivory Silk
Japanese Tree Lilac
2-Ivory Silk
Japanese Tree Lilac
1-Autumn Blaze
Maple, 60' O.C.
1-Autumn Blaze
Maple, 60' O.C.
1-Skyline
Honeylocust, 60' O.C.
1-Skyline
Honeylocust, 60' O.C.
4-Grey Owl
Juniper, 3' O.C.
4-Grey Owl
Juniper, 3' O.C.
5-Karl Foerster
Feather Reed Grass, 3' O.C.
5-Karl Foerster
Feather Reed Grass, 3' O.C.
3-Grey Owl
Juniper, 3' O.C.
3-Grey Owl
Juniper, 3' O.C.
5-Karl Foerster
Feather Reed Grass, 3' O.C.
5-Karl Foerster
Feather Reed Grass, 3' O.C.
5-Goldmound
Spirea, 3' O.C.
6-Neon Flash
Spirea, 3' O.C.
3-Goldmound
Spirea, 3' O.C.
6-Neon Flash
Spirea, 3' O.C.
5-Karl Foerster
Feather Reed Grass, 3' O.C.
5-Karl Foerster
Feather Reed Grass, 3' O.C.
4-Grey Owl
Juniper, 3' O.C.
4-Grey Owl
Juniper, 3' O.C.
5-Karl Foerster
Feather Reed Grass, 3' O.C.
5-Karl Foerster
Feather Reed Grass, 3' O.C.
4-Grey Owl
Juniper, 3' O.C.
4-Grey Owl
Juniper, 3' O.C.
6-Neon Flash
Spirea, 3' O.C.
5-Goldmound
Spirea, 3' O.C.
6-Neon Flash
Spirea, 3' O.C.
5-Goldmound
Spirea, 3' O.C.
1-Skyline
Honeylocust, 60' O.C.
6-Neon Flash
Spirea, 3' O.C.
6-Neon Flash
Spirea, 3' O.C.
5-Karl Foerster
Feather Reed Grass, 3' O.C.
4-Karl Foerster
Feather Reed Grass, 3' O.C.
6-Neon Flash
Spirea, 3' O.C.
3-Goldmound
Spirea, 3' O.C.
All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design
Inc. and shall not be used for any purpose without prior expressed written consent. The
Contracting Officer Representative shall be permitted to retain copies for information and reference.
2020 E. Washington Boulevard
Suite 200
Fort Wayne, Indiana 46803
PH: 260.424.4830
www.viridian-design.net
V IRIDIAN
ARCHITECTURAL DESIGN INC.
ALL PLANTING BEDS SHALL HAVE 3" OF HARDWOOD SHREDDED MULCH.
ALL PLANTING BEDS LOCATED NEXT TO TURF AREAS SHALL HAVE A TRENCH
EDGE PER DETAIL #4/CD601.
CAUTION! EXISTING UNDERGROUND UTILITY LINE. DIG WITH CAUTION AND
ADJUST PLANT LOCATIONS IF UNDERGROUND UTILITY LINE IS IN DIRECT
CONFLICT WITH PROPOSED PLANT LOCATION. IF PLANTS CANNOT BE
LOCATED IN AREA DESIGNATED DUE TO UNDERGROUND UTILITY THEN
COORDINATE NEW LOCATION WITH OWNER.
QTY COMMON NAME BOTANICAL NAME SIZE ROOT SPACING
TREES
2 Autumn Blaze Red Maple Acer x freemanii 'Jeffsred' 2.5" cal. B & B 60' O.C.
8 Ivory Silk Japanese Tree Lilac Syringa reticulata 'Ivory Silk' 2" cal. B & B As Shown
4 Skyline Honeylocust Gleditsia triacanthos inermis 'Skycole' 2.5" cal. B & B 60' O.C.
SHRUBS
21 Goldmound Spirea Spiraea japonica 'Goldmound' 15"-18" 3 Gallon 3' O.C.
30 Grey Owl Juniper Juniperus virginiana 'Grey Owl' 15"-18" 3 Gallon 4' O.C.
42 Neon Flash Spirea Spiraea japonica 'Neon Flash' 15"-18" 3 Gallon 3' O.C.
ORNAMENTAL GRASS
49 Karl Foerster's Feather Reed Grass Calamagrostis x acutifolia 'Karl Foerster' 15"-18" 3 Gallon 3' O.C.
SCALE: 1"=20'
CIVIL - LANDSCAPE PLAN 1
CD601
N
DETAIL REFERENCE NOTE:
1. CONTRACTOR SHALL PLANT ALL TREES PER THE
TREE PLANTING DETAIL #2/CD601.
2. CONTRACTOR SHALL PLANT ALL SHRUBS PER
DETAIL #3/CD601.
NOTE #1:
1. COORDINATE ALL PLANTINGS WITH
UNDERGROUND UTILITIES - SEE CD401 CIVIL
UTILITY PLAN.
2. IF DISCREPANCY IS FOUND BETWEEN THE
QUANTITIES SHOWN ON THE PLANT LIST AND
ON THE PLANTING PLAN, THEN THE PLANTING
PLAN SHALL TAKE PRECEDENCE.
3. ONLY DELIVER PLANTS TO THE SITE WHEN
PLANTING IS READY TO BEING. IF A DELAY
ARISES OF MORE THAN 6 HOURS, MOVE
PLANTS FROM PROPERTY TO A SHADED
PROTECTED SITE, AND KEEP ROOTS MOIST.
ALSO ENSURE THE PLANTS ARE PROTECTED
FROM MECHANICAL DAMAGE.
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CONSULTANTS:
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ARCHITECT/ENGINEERS:
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VA FORM 08-6231
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EXPAND EAST PARKING
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CAMPUS
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CERTIFICATION:
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DSB
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LANDSCAPE NOTES:
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PLANTING SCHEDULE
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CIVIL-LANDSCAPE-PLAN
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CD601
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ANC
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STATE OF
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10-09-2019
| 09_610-312.CD501 |
| 10_610-312.CD502 |
File details come from the government source that posted it. Updated .