36C25020B0008-005.pdf
PDF Posted
- Attached to
- Expand East Parking 610-312
- Solicitation number
- 36C25020B0008
About this file
This presolicitation notice announces an upcoming solicitation for construction services. The Department of Veterans Affairs Northern Indiana Health Care System will solicit bids for a parking lot expansion project at the Fort Wayne VA Medical Center requiring demolition of an existing house and construction of a new parking lot. The project is designated as a 100% set-aside for Service-Disabled Veteran-Owned Small Businesses with a NAICS code of 236220 and value between $500,000 to $1 million. The solicitation will be issued on or around December 20, 2019 via FEDBIZOPPS. A pre-bid site visit will be scheduled with details provided in the solicitation. All work must be completed according to contract drawings, specifications and terms. The point of contact for this project is Nathan Heikkinen, who can be reached by email or phone.
36C25020B0008 610-312_FBD Drawings_2019.10.30_Part3.pdf
View the file
Other files
| 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 | ||
| 36C25020B0008-006.pdf |
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Text version
FF
:7
72.4 8'
FF
:7
70.7 4'
2"ROUND STEEL
POST (+2.0')
18"STUMP
Inv.:766.15'(4")
Inv.:766.27'(4")
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STM. STR.#5
48"CONCRETE MANHOLE
Rim. Elev.=764.58
Inv. 757.43, 15" RCP~NE.
Inv. 757.33, 15" RCP~W.
STM. STR.#4
30"CONCRETE
ROUND INLET
Rim. Elev.=768.45
Inv. 761.65, 15" RCP~SW.
Inv. 762.35, 12" VCP W/DROP~E.
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Rim. Elev.=763.81
Inv. 763.21, 6" VCP W/DROP~NE.
S
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STM. STR.#6
15"CONCRETE
ROUND INLET
Rim. Elev.=766.12
Inv. 765.12, 12" VCP~E.
Inv. 765.12, 12" VCP W/DROP~W.
STM. 4" PVC ON GROUND ABOVE STR.
STM. 4" PVC ON GROUND ABOVE STR.
STM. 12" VCP W/DROP
STM. 12" VCP W/DROP
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ELECTRIC METER
ON WOODEN POST
(TEMPORARY UTILITIES)
TEMPORARY ABOVE
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AREA OF SITE WILL BE
AFFECTED BY VA PROJECT
610-31-18.3.30 AS SHOWN
HERE. COORDINATION
BETWEEN PROJECTS WILL
BE REQUIRED.
BUILDIN
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#4
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Know what's below.
Call before you dig.
R
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.
SCALE: 1"=20'
CIVIL - DEMOLITION PLAN 1
CD101
N
REMOVE ASPHALT PAVEMENT.
REMOVE EXISTING UTILITY LINE AS
NECESSARY FOR NEW CONSTRUCTION.
REMOVE CONCRETE SIDEWALK / SLAB.
THESE NOTES APPLY TO ALL DEMOLITION DRAWINGS AND TO ALL CONTRACTORS AND /
OR SUBCONTRACTORS THAT WORK WITHIN THIS BUILDING.
1. CONTRACTORS SHALL BE RESPONSIBLE FOR VISITING THE SITE TO BECOME FAMILIAR
WITH THE EXISTING CONDITIONS. THESE DEMOLITION SHEETS SHALL SERVE TO AID THE
CONTRACTOR IN THE EVALUATION OF THE EXTENT OF DEMOLITION: BUT SHALL NOT BE
HELD TO BE ALL INCLUSIVE.
2. CONTRACTORS SHALL FIELD INSPECT ALL DEMOLITION WORK PRIOR TO REMOVAL, TO
ENSURE SUCH REMOVAL DOES NOT IMPAIR STRUCTURAL INTEGRITY OF THE EXISTING
SITE OR BUILDING NOT IN SCOPE. IF THE INSPECTION INDICATES THAT THE
STRUCTURAL INTEGRITY MAY BE COMPROMISED, NOTIFY THE CONTRACTING OFFICER
REPRESENTATIVE (COR) IMMEDIATELY.
3. GENERAL CONTRACTOR TO COORDINATE ALL ASSOCIATED WORK WITH ALL
SUB-CONTRACTORS.
4. ALL CONTRACTORS TO VERIFY STAGING AND STORAGE LOCATIONS OF ALL MATERIALS
AND EQUIPMENT WITH COR PRIOR TO BEGINNING OF CONSTRUCTION.
5. ALL CONSTRUCTION AREAS AND ASSOCIATED WORK AREAS SHALL BE KEPT CLEAN BY
THE CONTRACTOR - DAILY.
6. PROTECT ADJACENT SPACES AND EXISTING EQUIPMENT FROM DEMOLITION DEBRIS
AND DAMAGE DURING CONSTRUCTION.
7. CONTRACTOR TO ENSURE NO DEMOLITION DEBRIS IS LEFT ON SITE PRIOR TO
COMPLETING ALL DEMOLITION WORK.
8. BUILDING AND UTILITY DIMENSIONS ARE APPROXIMATE. CONTRACTOR SHALL FIELD
VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION.
9. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ANY DAMAGES CAUSED BY THEM
DURING THE CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES CONTRACTOR
IS TO CONTACT THE COR IMMEDIATELY; PRIOR TO THE END OF THE DAY OF
CONSTRUCTION.
10. ALL CONTRACTORS TO COORDINATE RELOCATION AND STORAGE OF EXISTING AND
DEMOLISHED EQUIPMENT AND MATERIALS WITH THE COR PRIOR TO THE START OF
CONSTRUCTION.
NOTE #1:
1. ALL DISTURBED AREAS OF GRADE TO RECEIVE
PERMANENT SEEDING. REFER TO SPECIFICATION
SECTION 32 90 00 FOR REQUIREMENTS.
2. ALL GRADING ELEVATIONS ARE TO MATCH
EXISTING TOP OF SURFACE UNLESS NOTED
OTHERWISE.
NOTE #2:
ALL WORK PERFORMED DURING REGULAR BUSINESS
HOURS MAY OCCUR BETWEEN 6:00 A.M. - 5:00 P.M.
MONDAY THROUGH FRIDAY. CONTRACTOR SHALL BE
SENSITIVE TO NOISE DISTURBING WORK BETWEEN 8AM
- 8PM DAILY. ANY AFTER HOURS WORK OR WEEKEND
WORK SHALL BE FIRST COORDINATED AND APPROVED
BY THE COR. ALL WORK SHALL BE COORDINATED AND
SCHEDULED WITH THE COR.
NOTE #3:
CONTRACTOR SHALL ENSURE ONE (1) LANE OF TRAFFIC
FOR ALL ADJOINING STREETS OR DRIVEWAYS TO
CONSTRUCTION AREAS REMAIN ACCESSIBLE IN BOTH
DIRECTIONS FOR EXTENT OF CONSTRUCTION AS IT
PERTAINS TO EACH PHASE. CONTRACTOR IS
RESPONSIBLE FOR PROVIDING BARRICADES AND
SIGNAGE TO DIRECT TRAFFIC IN ALTERNATE ROUTES ON
SITE. SOME AREAS REQUIRE A PERMIT. COORDINATE
WITH COR.
NOTE #4:
IF NOISE OR VIBRATIONS ARE FOUND TO BE EXCESSIVE
BY THE COR AS A RESULT OF NOISE DISTURBING WORK
THAT MAY AFFECT THE HEALTH / SAFETY OF OCCUPANTS
ON CAMPUS, THE CONTRACTOR SHALL BE DIRECTED TO
USE LOW NOISE AND VIBRATION / ALTERNATIVE
METHODS AND WORK HOURS SHALL BE ADJUSTED TO
ACCOMMODATE ACCORDINGLY.
XXX
CONTRACTOR TO REMOVE TREE(S), LANDSCAPING, AND BRUSH,
INCLUDING ROOT BALLS.
CONTRACTOR TO REMOVE CONCRETE SIDEWALK / SLAB.
CONTRACTOR TO SAWCUT ASPHALT PAVEMENT AT PROPERTY LINE
AND REMOVE.
CONTRACTOR TO REMOVE SANITARY CLEANOUT AND
ASSOCIATED SANITARY LINES ON PROPERTY. LINES WERE NOT
IDENTIFIED ON SURVEY. FIELD VERIFY.
CONTRACTOR TO REMOVE HOUSE, FOUNDATIONS, AND ALL
ASSOCIATED UTILITIES. SEE ARCHITECTURAL AND ELECTRICAL
FOR ADDITIONAL INFORMATION. CONTRACTOR REQUIRED TO
PULL DEMOLITION PERMIT FROM CITY.
CONTRACTOR TO REMOVE UNDERGROUND ELECTRICAL LINE
FROM BUILDING FEED TO UTILITY POLE. SEE ELECTRICAL FOR
REFERENCE ONLY.
CONTRACTOR TO REMOVE UNDERGROUND COMMUNICATIONS
LINE. SEE ELECTRICAL FOR REFERENCE ONLY.
CONTRACTOR TO PROTECT EXISTING UTILITY STRUCTURE.
CONTRACTOR TO REMOVE LIGHT POLE AND ASSOCIATED
ELECTRICAL FEED. SEE SITE ELECTRICAL PLAN FOR REFERENCE
ONLY.
CONTRACTOR TO REMOVE STEEL POST AND FOUNDATION IN ITS
ENTIRETY.
FOR REFERENCE ONLY. CONTRACTOR TO REMOVE SITE
WAYFINDING SIGN. SEE SIGNAGE PLAN FOR EXACT LOCATION.
CONTRACTOR TO REMOVE CURB AND GUTTER.
PROTECT UNDERGROUND STORM LINE.
ASSUMED LOCATION OF EXISTING WATER LINE. CONTRACTOR TO
FIELD VERIFY LOCATION, REMOVE, AND CAP AT RIGHT-OF-WAY
LINE.
CONTRACTOR TO REMOVE GAS LINE AND CAP AT RIGHT-OF-WAY
LINE. COORDINATE WITH NIPSCO.
CONTRACTOR TO REMOVE OVERHEAD UTILITY TO BE BURIED. SEE
ELECTRICAL FOR REFERENCE ONLY.
CONTRACTOR TO REMOVE EXISTING STORM STRUCTURE.
REMOVE EXISTING 6" VCP LINE TO POINT INDICATED ON PLAN TO
ALLOW FOR CONNECTION TO PROPOSED 30" INLET.
CONTRACTOR TO PROTECT EXISTING TREE.
REMOVE CONCRETE CURB.
NOTE #5:
DO NOT DISTURB NEIGHBORING PROPERTY. PROTECT
NEIGHBORING PROPERTY FROM DAMAGE.
NOTE #6:
CONTRACTOR TO FIELD VERIFY ALL UNDERGROUND
UTILITY LOCATIONS AND DEPTHS PRIOR TO THE START
OF CONSTRUCTION.
NOTE #7:
IF ANY PREHISTORIC OR HISTORIC ARCHEOLOGY
ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED
DURING CONSTRUCTION, DEMOLITION, OR
EARTHMOVING ACTIVITIES, STATE LAW (INDIANA CODE
14-21-1-27 AND 29) REQUIRE THAT THE DISCOVERY
MUST BE REPORTED TO THE DEPARTMENT OF NATURAL
RESOURCES WITHIN TWO (2) BUSINESS DAYS. IN THAT
EVENT, PLEASE CALL 317-232-1646. BE ADVISED THAT
ADHERENCE TO INDIANA 14-21-1-27 AND 29 DOES
NOT ELIMINATE THE NEED TO ADHERE TO APPLICABLE
FEDERAL STATUTES AND REGULATIONS, INCLUDING BUT
NOT LIMITED TO 36 C.F.R. 800.
AutoCAD SHX Text
RIGHT-OF-WAY LINE
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RIGHT-OF-WAY LINE
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20'I.M.P. DISTRIBUTION EASEMENT DOC.#92-019513
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20'I.M.P. DISTRIBUTION EASEMENT DOC.#92-019513
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APPROX. BOUNDARY LINE
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SALEM EVANGELICAL & REFORMED CHURCH OF FORT WAYNE, INDIANA D.R.488, PG.586
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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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DEMOLITION LEGEND
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GENERAL NOTES
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CIVIL-DEMOLITION-PLAN
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DEMOLITION NOTES
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CD101
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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
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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.
SCALE: 1"=20'
CIVIL - LAYOUT PLAN 1
CD201
N
STONE PAVEMENT PER DETAIL #2/CD501.
NOTE: ALL DIMENSIONS ARE TO FACE OF CURB OR EDGE OF
PAVEMENT UNLESS NOTED OTHERWISE.
(BASE BID) 6" CONCRETE PAVEMENT PER DETAIL
#1/CD501. (DEDUCT ALTERNATE) ASPHALT PAVEMENT
PER DETAIL #12/CD501.
STORM MANHOLE PER DETAIL #15/CD501.
1. CONTRACTOR SHALL PROVIDE PAVEMENT PAINT FOR TYPICAL PARKING STALL STRIPING,
4" WIDE, COLOR WHITE. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2. CONTRACTOR TO COORDINATE INSTALLATION OF SIDEWALK AND GUTTER WORK WITH
PAVEMENT WORK.
3. CONTRACTOR SHALL COORDINATE PAVEMENT WORK WITH LANDSCAPING. SEE CD601
CIVIL LANDSCAPE PLAN FOR SCOPE.
4. CONTRACTOR SHALL COORDINATED ALL ELECTRICAL WORK. SEE ELECTRICAL PLANS
FOR SCOPE.
NOTE #1:
1. ALL DISTURBED AREAS OF GRADE TO RECEIVE
PERMANENT SEEDING. REFER TO SPECIFICATION
SECTION 32 90 00 FOR REQUIREMENTS.
2. ALL GRADING ELEVATIONS ARE TO MATCH
EXISTING TOP OF SURFACE UNLESS NOTED
OTHERWISE.
NOTE #2:
ALL WORK PERFORMED DURING REGULAR BUSINESS
HOURS MAY OCCUR BETWEEN 6:00 A.M. - 5:00 P.M.
MONDAY THROUGH FRIDAY. CONTRACTOR SHALL BE
SENSITIVE TO NOISE DISTURBING WORK BETWEEN 8AM
- 8PM DAILY. ANY AFTER HOURS WORK OR WEEKEND
WORK SHALL BE FIRST COORDINATED AND APPROVED
BY THE COR. ALL WORK SHALL BE COORDINATED AND
SCHEDULED WITH THE COR.
NOTE #3:
CONTRACTOR SHALL ENSURE ONE (1) LANE OF TRAFFIC
FOR ALL ADJOINING STREETS OR DRIVEWAYS TO
CONSTRUCTION AREAS REMAIN ACCESSIBLE IN BOTH
DIRECTIONS FOR EXTENT OF CONSTRUCTION AS IT
PERTAINS TO EACH PHASE. CONTRACTOR IS
RESPONSIBLE FOR PROVIDING BARRICADES AND
SIGNAGE TO DIRECT TRAFFIC IN ALTERNATE ROUTES ON
SITE. SOME AREAS REQUIRE A PERMIT. COORDINATE
WITH COR.
GRASS / LANDSCAPE AREA. ALL DISTURBED AREAS TO RECEIVE
PERMANENT HYDROSEEDING. SEE SPECIFICATIONS SECTION 329000
"LAWNS & GRASSES".
CONTRACTOR SHALL PROVIDE PAVEMENT PAINT FOR TYPICAL PARKING
STALL STRIPING, 4" WIDE, COLOR YELLOW.
6" VERTICAL CURB PER DETAIL #3/CD501.
ROLLED CURB AND GUTTER #4/CD501.
TRANSITION CURB FROM FULL HEIGHT TO MATCH PAVING OVER 5'-0".
6" CONCRETE SIDEWALK PER DETAILS #5/CD501 AND #6/CD501.
CURB FACE WALK WITH GUTTER PER DETAILS #6/CD501 AND #8/CD501.
CURB RAMP TYPE "I" PER DETAIL #9/CD501.
(BASE BID) 6" CONCRETE PAVEMENT PER DETAIL #1/CD501. (DEDUCT
ALTERNATE) ASPHALT PER DETAIL #12/CD501.
STONE PAVEMENT PER DETAIL #2/CD501.
4" CONCRETE SIDEWALK PER DETAILS #6/CD501 AND #11/CD501.
RELOCATED WAYFINDING SIGN. SEE SIGNAGE PLAN.
PROTECT EXISTING TREES FROM DAMAGE.
DOWELED BUTT JOINT PER DETAIL #7/CD501.
CONTRACTOR SHALL PROVIDE PAVEMENT MARKING PAINT FOR 5' WIDE
CROSSWALK, COLOR YELLOW, AND INSTALL.
CONTRACTOR SHALL PROVIDE PAVEMENT MARKING PAINT FOR 24" WIDE
STOP BAR, COLOR YELLOW, AND INSTALL.
PROPOSED SIGN. SEE SIGNAGE PLAN.
CURB RAMP TYPE "II" PER DETAIL #18/CD501.
CURB RAMP TYPE "III" PER DETAIL #19/CD501.
CURB AND GUTTER PER DETAIL #20/CD501.
CONCRETE GUTTER TYPE "1" PER DETAIL #21/CD501.
CONCRETE GUTTER TYPE "II" PER DETAIL #22/CD501.
CURB RAMP TYPE "IV" PER DETAIL #23/CD501.
EXPANSION JOINT. SEE SPECIFICATIONS.
3' CONCRETE CHANNEL PER DETAIL #10/CD502.
NOTE #4:
PROTECT NEIGHBORING PROPERTY AND ALL EXISTING
TREES ON NEIGHBORING PROPERTY FROM DAMAGE.
NOTE #5:
IF ANY PREHISTORIC OR HISTORIC ARCHEOLOGY
ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED
DURING CONSTRUCTION, DEMOLITION, OR
EARTHMOVING ACTIVITIES, STATE LAW (INDIANA CODE
14-21-1-27 AND 29) REQUIRE THAT THE DISCOVERY
MUST BE REPORTED TO THE DEPARTMENT OF NATURAL
RESOURCES WITHIN TWO (2) BUSINESS DAYS. IN THAT
EVENT, PLEASE CALL 317-232-1646. BE ADVISED THAT
ADHERENCE TO INDIANA 14-21-1-27 AND 29 DOES
NOT ELIMINATE THE NEED TO ADHERE TO APPLICABLE
FEDERAL STATUTES AND REGULATIONS, INCLUDING BUT
NOT LIMITED TO 36 C.F.R. 800.
AutoCAD SHX Text
RIGHT-OF-WAY LINE
AutoCAD SHX Text
RIGHT-OF-WAY LINE
AutoCAD SHX Text
20'I.M.P. DISTRIBUTION EASEMENT DOC.#92-019513
AutoCAD SHX Text
20'I.M.P. DISTRIBUTION EASEMENT DOC.#92-019513
AutoCAD SHX Text
APPROX. BOUNDARY LINE
AutoCAD SHX Text
APPROX. BOUNDARY LINE
AutoCAD SHX Text
CITY OF FORT WAYNE DOC.#2017011269
AutoCAD SHX Text
SALEM EVANGELICAL & REFORMED CHURCH OF FORT WAYNE, INDIANA D.R.488, PG.586
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
CO
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
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
PROPOSED LEGEND
AutoCAD SHX Text
SITE LEGEND
AutoCAD SHX Text
LAYOUT NOTES
AutoCAD SHX Text
CIVIL-LAYOUT-PLAN
AutoCAD SHX Text
PLAN CONSTRUCTION NOTES
AutoCAD SHX Text
CD201
AutoCAD SHX Text
AutoCAD SHX Text
MB
DS
DS
DS
M
B
B
W
CB
CB
IP
IP
IP
IP
C
YL
YL
YL
EB
DS
YL
YL
C
DS
DS
DS
DS
DS
DS
D
CB
CB
D
C
B
CB
CB
CB
LA
KE
AVEN
UE
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
MB
C
DS
DS
DS
M
B
B
W
CB
CB
IP
IP
IP
IP
C
YL
YL
YL
EB
DS
YL
YL
C
DS
DS
DS
DS
DS
DS
D
CB
CB
D
C
B
CB
CB
CB
LA
KE
AVEN
UE
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
TC:769.11
BC:768.61
766.07
TC:764.57
BC:763.97
TW:769.33
M:BW:769.20±
769.28
770.13
770.26
TW:767.16
BW:766.66
767.16
770.25
766.66
766.66
M:768.78±
M:768.53±
M:768.68±
M:768.97±
M:TW:770.18±
M:BW:769.68±
766.98
TW:767.58
BW:767.08
767.66
M:TC:766.65±
M:BC:766.13±
M:766.08±
M:766.04±
M:BC:765.94±
M:765.95±
M:766.09±
TW:770.12
M:BW:769.62±
770.07
772.18
772.18
TC:767.92
BC:767.42
TC:770.33
BC:770.33
766.65
767.18
TC:767.60
BC:767.10
766.87
766.14
766.85
TC:767.80
BC:767.30
765.80
765.29
765.59
769.88
769.65
769.29
769.52
769.28
769.05
768.69
768.92
TC:767.16
BC:766.83
TC:770.98
BC:770.98 (NORTH)
BC:770.48 (SOUTH)
TC:770.29
BC:770.29
TC:770.23
BC:770.23
TC:764.34
R:764.01
TOP OF WEIR:765.50
TC:770.41
BC:770.41
TW:767.67
BW:767.17
TC:770.70
BC:770.70 (NORTH)
BC:770.20 (SOUTH)
TC:770.83
BC:770.83 (NORTH)
BC:770.33 (SOUTH)
770.26
771.16
767.75TC:766.32
BC:766.32
TC:766.90
BC:766.57
INV:760.00
R:765.00
R:765.00
M:769.96±
769.27
769.32
768.74
768.69
M:770.01±
M:770.01±
M:769.92±
767.18
767.08
TL:766.21
TL:766.17
769.08
769.03
769.86
R:764.50
INV:760.93
TC:769.79
BC:769.79 (NORTH)
BC:769.29 (SOUTH)
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED BREAKLINE
MATCH EXISTING SPOT
EXISTING SPOT
PROPOSED SPOT
PROPOSED RIM
PROPOSED TOP OF WALK
PROPOSED BOTTOM OF WALK
PROPOSED TOP OF CURB
PROPOSED BOTTOM OF CURB
PROPOSED INVERT
M:XXX.xx±
EX:XXX.xx±
XXX.xx
R:XXX.xx
TW:XXX.xx
BW:XXX.xx
TC:XXX.xx
BC:XXX.xx
INV:XXX.xx
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.
SCALE: 1"=20'
CIVIL - GRADING PLAN 1
CD301
N
NOTE #1:
1. ALL DISTURBED AREAS OF GRADE TO RECEIVE
PERMANENT SEEDING. REFER TO SPECIFICATION
SECTION 32 90 00 FOR REQUIREMENTS.
2. ALL GRADING ELEVATIONS ARE TO MATCH
EXISTING TOP OF SURFACE UNLESS NOTED
OTHERWISE.
NOTE #2:
ALL WORK PERFORMED DURING REGULAR BUSINESS
HOURS MAY OCCUR BETWEEN 6:00 A.M. - 5:00 P.M.
MONDAY THROUGH FRIDAY. CONTRACTOR SHALL BE
SENSITIVE TO NOISE DISTURBING WORK BETWEEN 8AM
- 8PM DAILY. ANY AFTER HOURS WORK OR WEEKEND
WORK SHALL BE FIRST COORDINATED AND APPROVED
BY THE COR. ALL WORK SHALL BE COORDINATED AND
SCHEDULED WITH THE COR.
NOTE #3:
CONTRACTOR SHALL ENSURE ONE (1) LANE OF TRAFFIC
FOR ALL ADJOINING STREETS OR DRIVEWAYS TO
CONSTRUCTION AREAS REMAIN ACCESSIBLE IN BOTH
DIRECTIONS FOR EXTENT OF CONSTRUCTION AS IT
PERTAINS TO EACH PHASE. CONTRACTOR IS
RESPONSIBLE FOR PROVIDING BARRICADES AND
SIGNAGE TO DIRECT TRAFFIC IN ALTERNATE ROUTES ON
SITE. SOME AREAS REQUIRE A PERMIT. COORDINATE
WITH COR.
NOTE #4:
IF NOISE OR VIBRATIONS ARE FOUND TO BE EXCESSIVE
BY THE COR AS A RESULT OF NOISE DISTURBING WORK
THAT MAY AFFECT THE HEALTH / SAFETY OF OCCUPANTS
ON CAMPUS, THE CONTRACTOR SHALL BE DIRECTED TO
USE LOW NOISE AND VIBRATION / ALTERNATIVE
METHODS AND WORK HOURS SHALL BE ADJUSTED TO
ACCOMMODATE ACCORDINGLY.
NOTE #5:
1. ALL ELEVATIONS ARE TO TOP OF PAVEMENT OR
LAWN UNLESS OTHERWISE NOTED OTHERWISE.
AutoCAD SHX Text
RIGHT-OF-WAY LINE
AutoCAD SHX Text
RIGHT-OF-WAY LINE
AutoCAD SHX Text
20'I.M.P. DISTRIBUTION EASEMENT DOC.#92-019513
AutoCAD SHX Text
20'I.M.P. DISTRIBUTION EASEMENT DOC.#92-019513
AutoCAD SHX Text
APPROX. BOUNDARY LINE
AutoCAD SHX Text
APPROX. BOUNDARY LINE
AutoCAD SHX Text
CITY OF FORT WAYNE DOC.#2017011269
AutoCAD SHX Text
SALEM EVANGELICAL & REFORMED CHURCH OF FORT WAYNE, INDIANA D.R.488, PG.586
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
CO
AutoCAD SHX Text
RIGHT-OF-WAY LINE
AutoCAD SHX Text
RIGHT-OF-WAY LINE
AutoCAD SHX Text
20'I.M.P. DISTRIBUTION EASEMENT DOC.#92-019513
AutoCAD SHX Text
20'I.M.P. DISTRIBUTION EASEMENT DOC.#92-019513
AutoCAD SHX Text
APPROX. BOUNDARY LINE
AutoCAD SHX Text
APPROX. BOUNDARY LINE
AutoCAD SHX Text
CITY OF FORT WAYNE DOC.#2017011269
AutoCAD SHX Text
SALEM EVANGELICAL & REFORMED CHURCH OF FORT WAYNE, INDIANA D.R.488, PG.586
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
CO
AutoCAD SHX Text
GRADING LEGEND:
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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-GRADING-PLAN
AutoCAD SHX Text
CD301
AutoCAD SHX Text
AutoCAD SHX Text
MB
DS
DS
DS
M
B
B
W
CB
CB
IP
IP
IP
IP
C
YL
YL
YL
EB
DS
YL
YL
C
DS
DS
DS
DS
DS
DS
D
CB
CB
D
C
B
CB
CB
CB
LA
KE
AVEN
UE
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
MB
C
DS
DS
DS
M
B
B
W
CB
CB
IP
IP
IP
IP
C
YL
YL
YL
EB
DS
YL
YL
C
DS
DS
DS
DS
DS
DS
D
CB
CB
D
C
B
CB
CB
CB
LA
KE
AVEN
UE
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
T6
P3
P5
P2
P1
T2
T2
T3
T7
T8
T5T5
T5
T5
T5 T5
T5
T5
T5
T5
T5
T5
T5
P4
P4
P4
P4
P4
T1
T1
T1 T1
T1
T1
T1
T1
T1
T1
T1 T1
T1 T1
T4
P1P1
T5
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.
SCALE: 1"=20'
CIVIL - EROSION CONTROL PLAN 1
CD302
N
NOTE #1:
1. STORM WATER SEWER LINES SHOWN ARE FOR REFERENCE ONLY. SEE
SHEET CD401SITE UTILITY PLAN FOR STORM WATER SEWER LINE SIZE,
INVERT, ETC.
SILT FENCE
AGGREGATE BASE FOR STABLE
CONSTRUCTION ENTRANCE
INLET PROTECTION
CONCRETE WASHOUT AREA
CONSTRUCTION LIMITS
EROSION CONTROL SIGNAGE
RIP-RAP DONUT
TRASH RACK
EROSION CONTROL BLANKET
TE
M
PO
RA
RY
E
RO
SI
ON
C
ON
TR
OL
DE
VI
CE
S
AN
D M
EA
SU
RE
S
INSTALL SILT FENCE PER DETAIL #1/CD502.
INSTALL STABLE CONSTRUCTION ENTRANCE PER DETAIL
#2/CD502.
INSTALL YARD INLET PROTECTION DEVICE PER DETAIL
#3/CD502.
INSTALL PAVEMENT INLET PROTECTION DEVICE PER DETAIL
#4/CD502.
INSTALL EROSION CONTROL BLANKET PER DETAIL
#8/CD502.
INSTALL RIP-RAP DONUT PER DETAIL #13/CD502.
INSTALL CONCRETE WASHOUT STRUCTURE PER DETAIL
#5/CD502.
INSTALL TEMPORARY SIGN "CONCRETE WASHOUT AREA"
PER DETAIL #6/CD502.
PE
RM
AN
EN
T
ER
OS
IO
N
CO
NT
RO
L
DE
VI
CE
S
AN
D M
EA
SU
RE
S
INSTALL ENERGY DISSIPATER PER DETAIL #13/CD502.
INSTALL STORMWATER QUALITY UNIT PER DETAILS #11 AND
#12/CD502.
INSTALL TRASH RACK PER DETAIL #9/CD502.
DRY DETENTION BASIN.
INSTALL OVERFLOW WEIR PER DETAIL #14/CD502.
T1
T2
T3
T4
T5
T6
T7
T8
P1
P2
P3
P4
P5
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20'I.M.P. DISTRIBUTION EASEMENT DOC.#92-019513
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20'I.M.P. DISTRIBUTION EASEMENT DOC.#92-019513
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APPROX. BOUNDARY LINE
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CITY OF FORT WAYNE DOC.#2017011269
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SALEM EVANGELICAL & REFORMED CHURCH OF FORT WAYNE, INDIANA D.R.488, PG.586
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20'I.M.P. DISTRIBUTION EASEMENT DOC.#92-019513
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20'I.M.P. DISTRIBUTION EASEMENT DOC.#92-019513
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CITY OF FORT WAYNE DOC.#2017011269
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SALEM EVANGELICAL & REFORMED CHURCH OF FORT WAYNE, INDIANA D.R.488, PG.586
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VA FORM 08-6231
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EXPAND EAST PARKING
AutoCAD SHX Text 610-312
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CAMPUS
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CERTIFICATION:
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CIVIL-EROSION-CONTROL-PLAN
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CD302
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KBR
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EROSION CONTROL LEGEND:
EROSION CONTROL KEY:
6"H D
PE
In v.
:7 73.6
2'
Inv.:766.15'(4")
Inv.:766.27'(4")
STM. STR.#5
48"CONCRETE MANHOLE
Rim. Elev.=764.58
Inv. 757.43, 15" RCP~NE.
Inv. 757.33, 15" RCP~W.
STM. STR.#4
30"CONCRETE
ROUND INLET
Rim. Elev.=768.45
Inv. 761.65, 15" RCP~SW.
Inv. 762.35, 12" VCP W/DROP~E.
E
X
I
S
T
I
N
G
S
T
R
P
STM
. 1
2" V C P W
/D
RO
P
STM
. 1
5" R
CP
STM. 6" HDPE
STM. STR.#7
6"DRAIN
Rim. Elev.=763.61
STM. STR.#6
15"CONCRETE
ROUND INLET
Rim. Elev.=766.12
Inv. 765.12, 12" VCP~E.
Inv. 765.12, 12" VCP W/DROP~W.
STM. 4" PVC ON GROUND ABOVE STR.
STM. 4" PVC ON GROUND ABOVE STR.
STM. 12" VCP W/DROP
STM. STR.#9
24"CONCRETE BEEHIVE
Rim. Elev.=769.08
Inv. 764.68, 12" VCP W/DROP~S.
Inv. 765.38, 6" VCP~W.
STM. 12" VCP W/DROP
ELECTRIC METER
ON WOODEN POST
(TEMPORARY UTILITIES)
TEMPORARY ABOVE
GROUND ELEC. CONDUIT
12"X12"
COMM.
VAULT
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.
MB
C
DS
DS
DS
M
B
B
W
CB
CB
IP
IP
IP
IP
C
YL
YL
YL
EB
DS
YL
YL
C
DS
DS
DS
DS
DS
DS
D
CB
CB
D
C
B
CB
CB
CB
LA
KE
AVEN
UE
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
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S D
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S D
S D
SD
S D
SD
S D
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LP
LP
LP
LP
C
T O
P
O
F
B A N
K
EXISTING 15" RCP
@1.00%±
ST-3
TRASH RACK WITH 4" ORIFICE
INV 760.00
ST-1
48" MH TYPE I-P
RIM 765.00
INV E:759.85
INV SE:758.50
EX INV NE/SW:758.17
ST-2
48" MH TYPE I-P
RIM 765.00
INV NE:759.93
INV W:760.00
INV S:759.00
EXISTING 15" RCP
@1.00%±
24 LF OF 12"
STM @ 0.30%
27 LF OF 12"
STM @ 0.30%
ST-4
30" INLET TYPE I-C
RIM 764.01
INV N:761.24
INV NW:761.24
INV SW:761.14
ST-5
30" INLET TYPE I-G
RIM 764.50
EX INV NE:763.00±
EXISTING 6" VCP
33 LF OF 18"
STM @ 0.64%
ST-4
18" END SECTION
INV 760.93
4" PERFORATED SUBDRAIN WITH FILTER SOCK
PER DETAIL #13/CD501.
DOGHOUSE EXISTING 15" RCP LINE.
CONTRACTOR TO FIELD VERIFY DEPTH AND
LOCATION OF EXISTING SEWER PRIOR TO
DEVELOPING SHOP DRAWINGS. COORDINATE
WITH SITE ENGINEER IF CONDITIONS ARE
DIFFERENT THAN SHOWN.
48X20 STORM WATER QUALITY UNITY PER
DETAILS #11/CD502 AND 12/CD502.
STORM INLET / MANHOLE STORM SEWER
STORM END SECTION SUBDRAIN
STORM TRASH RACK
SD SD SD SD
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.
SCALE: 1"=20'
CIVIL - UTILITY PLAN 1
CD401
N
1. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE CITY OF FORT WAYNE
STANDARDS AND SPECIFICATIONS.
2. ALL PIPE LARGER THAN 12" SHALL BE ADS N-12 HDPE OR C76 CL-111 RCP UNLESS
OTHERWISE NOTED. ALL PIPE SHALL BE INSTALLED ACCORDING TO SPECIFICATIONS
AND PIPE TRENCH DETAIL #14/CD501.
3. MAINTAIN 10'-0" MINIMUM HORIZONTAL AND 18" MINIMUM VERTICAL SEPARATION
BETWEEN ALL SEWER PIPING AND POTABLE WATER PIPING. WHEN MINIMUM
TOLERANCES CAN'T BE MAINTAINED, USE WATERWORKS GRADE PIPE AND FITTINGS OF
MATERIAL SELECTED.
1. PIPE LENGTHS ARE MEASURED TO THE CENTER OF STRUCTURES AND
THE END OF END SECTIONS/TRASH RACKS UNLESS OTHERWISE NOTED.
1. ADJUST ALL EXISTING MANHOLES, VALVES, HYDRANTS AND
HANDHOLES TO PROPOSED GRADES.
1. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AS REQUIRED BY
STATE AND LOCAL AUTHORITIES.
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UTILITY NOTES:
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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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CIVIL-UTILITY-PLAN
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CD401
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KBR
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STORM SEWER NOTES
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NOTE #1:
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NOTE #2:
NOTE #3:
| 04_610-312.CD101 |
| 05_610-312.CD201 |
File details come from the government source that posted it. Updated .