VA701-17-R-0071-00004005.pdf

Fiberglass Overhang

Vent Pipe

2" Galvanized

Steel Steps

Ped Xing

Concrete Sidewalk Volunteer Parking Only LT

Volunteer Parking Only LT-RT

Volunteer Parking Only LT-RT

Volunteer Parking Permit Required LT-RT

Volunteer Parking Only RT

AC

CP

AC AC

AC

Do Not Enter

Stop

Do Not Enter

Stop

Ped Xing

Wood Deck

Handicap Parking Handicap Parking

Stop

Entrance

Ambulance

Stop

Official Vehicles Only

Stop

Concrete Asphalt

Concrete

F.F.E.=144.21

F.F.E.=137.91

2" Vertical PIpe, 6" Tall

F.L.=118.74 15" VCP N&S

Rim=130.96

No Other Pipes Visible

F.L.=111.31 12" VCP S

Rim=121.51

Steel Plate

Center of Trench Drain

Intake=136.82

Center of Trench Drain

Intake=143.97

Police Vehicles Only

Asphalt

A s p h a lt

Asp hal t

Plate

Steel

Concrete

Asphalt

Asphalt

Steel Steps

Concrete Sidewalk

C o n c re te

S id e w a lk

Concrete Sidewalk

C o n c r e t e

S id e w a lk

Concrete Sidewalk Concr ete

Side walk

NO PARKING

A s p h a lt

C o n c

Concrete

G r a v e l

C o n c r e t e

Concre te Si dewalk

Inv=122.03 8" VCP NNW

Inv=121.75 8" VCP N

Inv=121.55 10" VCP SSW

Rim=136.49

F.L.=139.67 8" DIP WNW

Intake=142.02

F.L.=137.51 4" DIP E

F.L.=137.49 8" DIP NW

Intake=141.86

Inv=134.83 4" Field Tile N

Inv=129.23 8" VCP N

Inv=129.08 10" VCP SW

Rim=136.58

F.L.=130.68 12" RCP E

Intake=133.63

Inv=126.30 8" VCP W

Inv=126.25 8" RCP SE

Rim=137.05

F.L.=139.07 4" PVC N

F.L.=137.95 8" PVC SE

Intake=142.60

Inv=136.69 10" DIP NE

Inv=127.94 6" DIP SSE

Inv=127.89 Unknown Pipe N

Rim=143.34

Inv=139.22 4" DIP W

Inv=127.42 6" DIP NNW

Inv=127.35 8" DIP SE

Rim=142.32

F.L.=137.49 6" VCP NE

F.L.=137.29 8" DIP NE

F.L.=135.69 Unknown Pipe NE

F.L.=135.59 8" DIP SE

F.L.=137.69 8" PVC NW

Rim=142.49

F.L.=135.28 8" DIP SE

Intake=139.43

Full of Debris

Intake=142.39

Inv=134.06 4" DIP N

Inv=133.86 6" DIP W

Inv=133.81 6" DIP E

Rim=137.66

F.L.=129.91 10" VCP E

Intake=134.11

F.L.=137.75 4" PVC N

F.L.=133.75 4" Field Tile E

F.L.=132.35 6" PVC S

F.L.=132.05 6" PVC W

Intake=143.35

Concrete

Top=111.19 Unknown Pipe NW

F.L.=110.12 12" VCP E

F.L.=107.08 12" VCP S

Rim=123.54

Smoking Shelter

Concrete

Asphalt

Asphalt

Grease Dumpster

Concrete Sidewalk

Grass

Grass

Wood Steps

Asphalt Island

Grass

Grass

Stone Wall

Grass

Grass

Grass

Grass

Ramp

Loading Dock

Loading Dock

Concrete

Ambulance Bay

C o n c r e t e

S id e w a lk

Concrete

Gaurd Shelter

Inv=126.35 8" VCP E

Inv=126.30 8" VCP NW

Rim=138.65

8" VCP E

F.L.=132.08

Intake=138.63

EB

EB

EBEBEB

EB

EB

EB

E

E

E

RD

RD

RD

RD

RD

RD

I

RD

RD

RD

RD

Utility Tunnel

U t il it y

T u n n e l

U t il n n e l

F.L.=120.14 12" VCP S

F.L.=120.24 6" PVC E

Rim=143.58

PARKING AREA No.7

7N

7S

MAIN HOSPITAL

LIBRARY, VOL SVC.

CANTEEN, CHAPEL,

ADMINISTRATION

KITCHEN AND

Inv=126.77 8" PVC SE

Inv=126.99 8" VCP WNW

Rim=141.90

F.L.=127.35 6" VCP S

F.L.=127.45 12" VCP NE

F.L.=127.54 12" DIP NE

F.L.=128.01 8" DIP WSW

F.L.=127.60 10" VCP NNW

Rim=136.36

Electric Weather Heads

Electric Weather Heads

Electric Weather Heads

Electric Weather Heads

F.L.=131.48 12" RCP S

F.L.=131.54 12" RCP N

Rim=137.52

F.L.=133.43 6" PVC W

F.L.=131.03 10" VCP S

F.L.=131.03 ?" ? N

Rim=136.93

Inv=122.31 ?" ? SW

Inv=128.25 6" DIP SW

Inv=121.70 10" VCP N&S

Rim=135.35

Double Cleanout

Double Cleanout

Cleanout

F.L.=131.20 ? VCP? SW

F.L.=131.12 10" ? WNW

F.L.=134.72 8"? DIP? NW

F.L.=135.55 8"? DIP? N

F.L.=136.00 4" DIP? NE

Rim=141.58

F.L.=125.48 8" VCP NW

F.L.=119.96 10" VCP NW

F.L.=119.85 12" VCP NE

F.L.=119.67 10" VCP SW

Rim=130.50

BUILDING 1

BUILDING 4

BUILDING 2

118 118

120 120

125 125

7 1

RESULT.

INCORPORATED HEREIN AS A

OMISSIONS WHICH MAY BE

RESPONSIBLE FOR ANY ERRORS OR

INFORMATION AND SHALL NOT BE

COMPLETENESS OF THIS

THE ACCURACY AND/OR

PROFESSIONAL HAS NOT VERIFIED

OTHERS. THE DESIGN

AS-BUILT DRAWINGS PROVIDED BY

BEEN PREPARED BASED IN PART ON

THESE RECORD DRAWINGS HAVE

NOTE:

SHUCK-BRITSON INC

CONSULTING ENGINEERS

2409 GRAND AVE

DES MOINES, IA 50312

515-243-4477

2727 SW SNYDER BOULEVARD

ANKENY, IA 50023

515 964 2020

CIVIL ENGINEER STRUCTURAL ENGINEER

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h t h in c h o n e f o o t

B

A

C

D

E

F t h r e e in c h e s n e f o o t o n e a n d o n e h a lf in c h n e f o o t o n e in n e f o o t t h r e e q u a r t e r s in n e f o o t o n e h a lf in n e f o o t t h r e e e ig h t h s in n e f o o t o n e q u a r t e r in n e f o o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

AE PROJECT NO.

317 6th Avenue, Suite 400

Des Moines, IA 50309-4136

515 244 7167

PL L

CIRCLE DRIVE ROAD

RELOCATE/WIDEN 636A6-10-714

8-18-2010

DES MOINES, IOWA

GS-1

EUCLID AVE. (FROM CITY OF DES MOINES ENGINEERING DEPARTMENT)

AT THE NORTHWEST QUAD OF THE INTERSECTION OF DOUGLAS AVE AND

CUT TRIANGLE ON EAST SIDE OF CONCRETE CROSSWALK SIGNAL BASE

BM2 ELEV. =134.914

AVENUE (FROM CITY OF DES MOINES ENGINEERING DEPARTMENT)

SOUTHWEST QUAD OF INTERSECTION OF DOUGLAS AVENUE AND EUCLID

BRASS PLUG IN NORTHEAST CORNER OF TRAFFIC SIGNAL BASE AT

BM1 ELEV. =130.053

VERTICAL CONTROL

(TO CONVERT TO NAVD88 ADD 773.94 TO ELEVATIONS SHOWN)

CITY OF DES MOINES

VERTICAL DATUM

IOWA STATE PLANE SOUTH (1402) (US SURVEY FEET)

HORIZONTAL DATUM

GENERAL NOTES

93.

C

OC

FO

E

OE

4" G

4" HPG

8" W

8" S

12" ST12" ST

G

G

AST

UST

Features Existing Proposed

G

EB

W

LEGEND

8" W(*)

8" S(*)

4" G(*)

4" HPG(*)

C(*)

OC(*)

FO(*)

E(*)

OE(*)

DUCT(*)

.0

Soil Boring

Mailbox

Satellite Dish

Sign

Above Ground Storage Tank

Underground Storage Tank

Fence Post or Guard Post

Gas Apparatus

Gas Manhole

Gas Valve

Fiber Optic Handhole

Fiber Optic Manhole

Communication Handhole

Communication Manhole

Communication Pedestal

Traffic Sign

Electric Transformer

Electric Box

Yard Light

Street Light

Utility Pole with Transformer

Utility Pole with Light

Guy Anchor

Utility Pole

Well

Water Service Valve

Water Main Valve

Fire Hydrant on Building

Fire Hydrant

Double Storm Sewer Intake

Single Storm Sewer Intake

Storm Manhole

Storm Sewer with Size

Sanitary Manhole

(*) Denotes the survey quality service level for utilities

Test Hole Location for SUE w/ID

Duct Bank

Sanitary Sewer with Size

Water Main with Size

High Pressure Gas Main with Size

Gas Main with Size

Overhead Electric

Underground Electric

Fiber Optic

Overhead Communication

Communication

Coniferous Tree or Shrub

Deciduous Tree or Shrub

Tree Stump

Tree Line

Fence (Silt)

Fence (Wood)

Fence (Chain Link)

Fence (Barbed, Field, Hog)

Contour Elevation

Spot Elevation

SCALE (FEET)

SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH APPROPRIATE SAFETY REGULATIONS.

L. ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS. NOTHING INDICATED ON THE PLANS

K. THE CONTRACTOR SHALL ADJUST ALL EXISTING UTILITY APPURTANENCES TO THE FINAL GRADES SHOWN.

THE DES MOINES DEPARTMENT OF TRAFFIC AND TRANSPORTATION.

J. ANY REQUIRED TRAFFIC CONTROL ON PUBLIC STREETS DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH

BY THE CONTRACTOR IN A TIMELY FASHION AND AT THE END OF EVERY WORK DAY.

I. ALL DEBRIS SPILLED ON PUBLIC RIGHT-OF-WAY, ADJOINING PROPERTY, AND VA DRIVEWAYS SHALL BE REMOVED

STARTING CONSTRUCTION.

BETWEEN THIS PLAN AND FIELD CONDITIONS ARE TO BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO

AT THE TIME OF LAYOUT. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS

H. DIMENSIONS, BUILDING LOCATION, UTILITIES AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION

THE AS-BUILT DOCUMENTS.

G. ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECONNECTED AND NOTED ACCORDINGLY ON

COMPACT TO 95% MAXIMUM DENSITY.

F. CONSTRUCT MANHOLES AND APPURTENANCES AS WORK PROGRESSES. BACKFILL WITH SUITABLE MATERIAL AND

E. NOTIFY OWNER, ENGINEER AND ARCHITECT AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.

PROPOSED IMPROVEMENTS.

FOR THE TEMPORARY MODIFICATIONS OF PARKING AREA NO.10 AND ADJACENT SIDEWALKS TO ALLOW THE

OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN

D. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE MANUAL

OF STRUCTURE.

C. LENGTH OF UTILITIES SHOWN ON PLANS ARE DIMENSIONED FROM CENTERLINE OF STRUCTURE TO CENTERLINE

RECOMMENDATIONS IN THE SOILS REPORTS PREPARED BY ALLENDER BUTZKE (PN 091381).

B. CONSTRUCTION OF ALL SITE IMPROVEMENTS SHALL CONFORM TO THE VA SPECIFICATIONS AND

CONSTRUCTION.

THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. VERIFY LOCATION OF ALL UTILITIES BEFORE

UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT

RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH

THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR UTILITY WARNING:A.

LANDSCAPE SURVEY

TOPOGRAPHIC, UTILITY AND

10/15/10

04/05/12

ISSUED FOR CONSTRUCTION

RECORD DRAWINGS

W

6" W

6" W 10" W

W

RESULT.

INCORPORATED HEREIN AS A

OMISSIONS WHICH MAY BE

RESPONSIBLE FOR ANY ERRORS OR

INFORMATION AND SHALL NOT BE

COMPLETENESS OF THIS

THE ACCURACY AND/OR

PROFESSIONAL HAS NOT VERIFIED

OTHERS. THE DESIGN

AS-BUILT DRAWINGS PROVIDED BY

BEEN PREPARED BASED IN PART ON

THESE RECORD DRAWINGS HAVE

NOTE:

SHUCK-BRITSON INC

ANKENY, IA 50023

515 964 2020

CIVIL ENGINEER STRUCTURAL ENGINEER

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h t h in n e f o o t

B

A

C

D

E

F t h r e e in c h n e f o o t o n e a n d o n e h a lf in c h n e f o o t o n e in n e f o o t t h r e e q u a r t e r s in n e f o o t o n e h a lf in n e f o o t t h r e e e ig h t h s in n e f o o t o n e q u a r t e r in n e f o o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

AE PROJECT NO.

317 6th Avenue, Suite 400

Des Moines, IA 50309-4136

515 244 7167

PL L

CIRCLE DRIVE ROAD

RELOCATE/WIDEN 636A6-10-714

8-18-2010

DES MOINES, IOWA

Fiberglass Overhang

Vent Pipe

2" Galvanized

Steel Steps

Ped Xing

Concrete Sidewalk Volunteer Parking Only LT

Volunteer Parking Only LT-RT

Volunteer Parking Only LT-RT

Volunteer Parking Permit Required LT-RT

Volunteer Parking Only RT

AC

CP

AC AC

AC

Do Not Enter

Stop

Do Not Enter

Stop

Ped Xing

Wood Deck

Handicap Parking Handicap Parking

Stop

Entrance

Ambulance

Stop

Official Vehicles Only

Stop

Concrete Asphalt

Concrete

F.F.E.=144.21

F.F.E.=137.91

2" Vertical PIpe, 6" Tall

F.L.=118.74 15" VCP N&S

Rim=130.96

No Other Pipes Visible

F.L.=111.31 12" VCP S

Rim=121.51

Steel Plate

Center of Trench Drain

Intake=136.82

Center of Trench Drain

Intake=143.97

Police Vehicles Only

Asphalt

A s p h a lt

Asp hal t

Plate

Steel

Concrete

Asphalt

Asphalt

Steel Steps

Concrete Sidewalk

C o n c re te

S id e w a lk

Concrete Sidewalk

C o n c r e t e

S id e w a lk

Concrete Sidewalk Concr ete

Side walk

NO PARKING

A s p h a lt

C o n c

Concrete

G r a v e l

C o n c r e t e

Concre te Si dewalk

Inv=122.03 8" VCP NNW

Inv=121.75 8" VCP N

Inv=121.55 10" VCP SSW

Rim=136.49

F.L.=139.67 8" DIP WNW

Intake=142.02

F.L.=137.51 4" DIP E

F.L.=137.49 8" DIP NW

Intake=141.86

Inv=134.83 4" Field Tile N

Inv=129.23 8" VCP N

Inv=129.08 10" VCP SW

Rim=136.58

F.L.=130.68 12" RCP E

Intake=133.63

Inv=126.30 8" VCP W

Inv=126.25 8" RCP SE

Rim=137.05

F.L.=139.07 4" PVC N

F.L.=137.95 8" PVC SE

Intake=142.60

Inv=136.69 10" DIP NE

Inv=127.94 6" DIP SSE

Inv=127.89 Unknown Pipe N

Rim=143.34

Inv=139.22 4" DIP W

Inv=127.42 6" DIP NNW

Inv=127.35 8" DIP SE

Rim=142.32

F.L.=137.49 6" VCP NE

F.L.=137.29 8" DIP NE

F.L.=135.69 Unknown Pipe NE

F.L.=135.59 8" DIP SE

F.L.=137.69 8" PVC NW

Rim=142.49

F.L.=135.28 8" DIP SE

Intake=139.43

Full of Debris

Intake=142.39

Inv=134.06 4" DIP N

Inv=133.86 6" DIP W

Inv=133.81 6" DIP E

Rim=137.66

F.L.=129.91 10" VCP E

Intake=134.11

F.L.=137.75 4" PVC N

F.L.=133.75 4" Field Tile E

F.L.=132.35 6" PVC S

F.L.=132.05 6" PVC W

Intake=143.35

Concrete

Top=111.19 Unknown Pipe NW

F.L.=110.12 12" VCP E

F.L.=107.08 12" VCP S

Rim=123.54

Smoking Shelter

Concrete

Asphalt

Asphalt

Grease Dumpster

Concrete Sidewalk

Grass

Grass

Wood Steps

Asphalt Island

Grass

Grass

Stone Wall

Grass

Grass

Grass

Grass

Ramp

Loading Dock

Loading Dock

Concrete

Ambulance Bay

C o n c r e t e

S id e w a lk

Concrete

Gaurd Shelter

Inv=126.35 8" VCP E

Inv=126.30 8" VCP NW

Rim=138.65

8" VCP E

F.L.=132.08

Intake=138.63

EB

EB

EBEBEB

EB

EB

EB

E

E

E

RD

RD

RD

RD

RD

RD

I

RD

RD

RD

RD

Utility Tunnel

U t il n n e l

U t il n n e l

F.L.=120.14 12" VCP S

F.L.=120.24 6" PVC E

Rim=143.58

PARKING AREA No.7

7N

7S

MAIN HOSPITAL

LIBRARY, VOL SVC.

CANTEEN, CHAPEL,

Inv=126.77 8" PVC SE

Inv=126.99 8" VCP WNW

Rim=141.90

F.L.=127.35 6" VCP S

F.L.=127.45 12" VCP NE

F.L.=127.54 12" DIP NE

F.L.=128.01 8" DIP WSW

F.L.=127.60 10" VCP NNW

Rim=136.36

Electric Weather Heads

Electric Weather Heads

Electric Weather Heads

Electric Weather Heads

F.L.=131.48 12" RCP S

F.L.=131.54 12" RCP N

Rim=137.52

F.L.=133.43 6" PVC W

F.L.=131.03 10" VCP S

F.L.=131.03 ?" ? N

Rim=136.93

Inv=122.31 ?" ? SW

Inv=128.25 6" DIP SW

Inv=121.70 10" VCP N&S

Rim=135.35

Double Cleanout

Double Cleanout

Cleanout

F.L.=131.20 ? VCP? SW

F.L.=131.12 10" ? WNW

F.L.=134.72 8"? DIP? NW

F.L.=135.55 8"? DIP? N

F.L.=136.00 4" DIP? NE

Rim=141.58

F.L.=125.48 8" VCP NW

F.L.=119.96 10" VCP NW

F.L.=119.85 12" VCP NE

F.L.=119.67 10" VCP SW

Rim=130.50

BUILDING 1

BUILDING 4

ADMINISTRATION

KITCHEN AND

BUILDING 2

GS-2

SCALE (FEET)

TRAFFIC CONTROL NOTES

2C

2B

2C

2B

2B

TYP

2A

2A

PHASE 1 TRAFFIC CONTROL PLAN

WORK DAY.

GATES FOR ACCESS. GATES SHALL BE SHUT AND SECURED AT THE END OF EACH

5. CONTRACTOR SHALL ERECT CONSTRUCTION FENCE AROUND PROJECT LIMITS WITH

WITH OWNER PRIOR TO START OF PROJECT.

4. CONTRACTOR SHALL COORDINATE STAGING AREA FOR MATERIALS AND EQUIPMENT

IMPLEMENTING THE CHANGE.

REVISIONS TO TRAFFIC FLOW TO THE VA PROJECT MANAGER 48 HOURS PRIOR TO

AMBULANCE BAY, AND THE LOADING DOCK AREA. THE CONTRACTOR SHALL REPORT

IMPROVEMENTS TO MAINTAIN AT LEAST ONE LANE OF TRAFFIC TO VFW CIRCLE, THE

3. DEMOLITION SHALL BE PHASED AND COORDINATED WITH THE NEW CONSTRUCTION

D. FLAGMEN

C. "ONE LANE ROAD AHEAD" SIGN.

B. TRAFFIC DELINEATOR/CHANNELIZING CONE.

A. "ROAD WORK AHEAD" SIGN.

ALLOW THE PROPOSED IMPROVEMENTS.

TEMPORARY MODIFICATIONS OF PARKING AREA NO.7 AND ADJACENT SIDEWALKS TO

(MUTCD). THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR THE

REQUIREMENTS SET FORTH IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

CONDITIONS. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH

2. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND SIGNAGE FOR SAFE WORKING

MODIFY AS NECESSARY DUE TO CONTRUCTION SEQUENCING AND FIELD CONDITIONS.

1. PLAN SHOWN IS SUGGESTED PHASING AND TRAFFIC CONTROL. CONTRACTOR SHALL

RECORD DRAWINGS

10/15/10

04/05/12

RESULT.

INCORPORATED HEREIN AS A

OMISSIONS WHICH MAY BE

RESPONSIBLE FOR ANY ERRORS OR

INFORMATION AND SHALL NOT BE

COMPLETENESS OF THIS

THE ACCURACY AND/OR

PROFESSIONAL HAS NOT VERIFIED

OTHERS. THE DESIGN

AS-BUILT DRAWINGS PROVIDED BY

BEEN PREPARED BASED IN PART ON

THESE RECORD DRAWINGS HAVE

NOTE:

SHUCK-BRITSON INC

ANKENY, IA 50023

515 964 2020

CIVIL ENGINEER STRUCTURAL ENGINEER

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h t h in n e f o o t

B

A

C

D

E

F t h r e e in c h n e f o o t o n e a n d o n e h a lf in c h n e f o o t o n e in n e f o o t t h r e e q u a r t e r s in n e f o o t o n e h a lf in n e f o o t t h r e e e ig h t h s in n e f o o t o n e q u a r t e r in n e f o o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

AE PROJECT NO.

317 6th Avenue, Suite 400

Des Moines, IA 50309-4136

515 244 7167

PL L

CIRCLE DRIVE ROAD

RELOCATE/WIDEN 636A6-10-714

8-18-2010

DES MOINES, IOWA

Fiberglass Overhang

Vent Pipe

2" Galvanized

Steel Steps

Ped Xing

Concrete Sidewalk Volunteer Parking Only LT

Volunteer Parking Only LT-RT

Volunteer Parking Only LT-RT

Volunteer Parking Permit Required LT-RT

Volunteer Parking Only RT

AC

CP

AC AC

AC

Do Not Enter

Stop

Do Not Enter

Stop

Ped Xing

Wood Deck

Handicap Parking Handicap Parking

Entrance

Ambulance

Stop

Official Vehicles Only

Stop

Concrete Asphalt

Concrete

F.F.E.=144.21

F.F.E.=137.91

2" Vertical PIpe, 6" Tall

F.L.=118.74 15" VCP N&S

Rim=130.96

No Other Pipes Visible

F.L.=111.31 12" VCP S

Rim=121.51

Steel Plate

Center of Trench Drain

Intake=136.82

Center of Trench Drain

Intake=143.97

Asphalt

A s p h a lt

Asp hal t

Plate

Steel

Concrete

Asphalt

Asphalt

Steel Steps

Concrete Sidewalk

C o n c re te

S id e w a lk

Concrete Sidewalk

C o n c r e t e

S id e w a lk

Concrete Sidewalk Concr ete

Side walk

NO PARKING

A s p h a lt

C o n c

Concrete

G r a v e l

C o n c r e t e

Concre te Si dewalk

Inv=122.03 8" VCP NNW

Inv=121.75 8" VCP N

Inv=121.55 10" VCP SSW

Rim=136.49

F.L.=139.67 8" DIP WNW

Intake=142.02

F.L.=137.51 4" DIP E

F.L.=137.49 8" DIP NW

Intake=141.86

Inv=134.83 4" Field Tile N

Inv=129.23 8" VCP N

Inv=129.08 10" VCP SW

Rim=136.58

F.L.=130.68 12" RCP E

Intake=133.63

Inv=126.30 8" VCP W

Inv=126.25 8" RCP SE

Rim=137.05

F.L.=139.07 4" PVC N

F.L.=137.95 8" PVC SE

Intake=142.60

Inv=136.69 10" DIP NE

Inv=127.94 6" DIP SSE

Inv=127.89 Unknown Pipe N

Rim=143.34

Inv=139.22 4" DIP W

Inv=127.42 6" DIP NNW

Inv=127.35 8" DIP SE

Rim=142.32

F.L.=137.49 6" VCP NE

F.L.=137.29 8" DIP NE

F.L.=135.69 Unknown Pipe NE

F.L.=135.59 8" DIP SE

F.L.=137.69 8" PVC NW

Rim=142.49

F.L.=135.28 8" DIP SE

Intake=139.43

Full of Debris

Intake=142.39

Inv=134.06 4" DIP N

Inv=133.86 6" DIP W

Inv=133.81 6" DIP E

Rim=137.66

F.L.=129.91 10" VCP E

Intake=134.11

F.L.=137.75 4" PVC N

F.L.=133.75 4" Field Tile E

F.L.=132.35 6" PVC S

F.L.=132.05 6" PVC W

Intake=143.35

Concrete

Top=111.19 Unknown Pipe NW

F.L.=110.12 12" VCP E

F.L.=107.08 12" VCP S

Rim=123.54

Smoking Shelter

Concrete

Asphalt

Asphalt

Grease Dumpster

Concrete Sidewalk

Grass

Grass

Wood Steps

Asphalt Island

Grass

Grass

Stone Wall

Grass

Grass

Grass

Grass

Ramp

Loading Dock

Loading Dock

Concrete

Ambulance Bay

C o n c r e t e

S id e w a lk

Concrete

Gaurd Shelter

Inv=126.35 8" VCP E

Inv=126.30 8" VCP NW

Rim=138.65

8" VCP E

F.L.=132.08

Intake=138.63

EB

EB

EBEBEB

EB

EB

EB

E

E

E

RD

RD

RD

RD

RD

RD

I

RD

RD

RD

RD

Utility Tunnel

U t il n n e l

U t il n n e l

F.L.=120.14 12" VCP S

F.L.=120.24 6" PVC E

Rim=143.58

PARKING AREA No.7

7N

7S

MAIN HOSPITAL

LIBRARY, VOL SVC.

CANTEEN, CHAPEL,

Inv=126.77 8" PVC SE

Inv=126.99 8" VCP WNW

Rim=141.90

F.L.=127.35 6" VCP S

F.L.=127.45 12" VCP NE

F.L.=127.54 12" DIP NE

F.L.=128.01 8" DIP WSW

F.L.=127.60 10" VCP NNW

Rim=136.36

Electric Weather Heads

Electric Weather Heads

Electric Weather Heads

Electric Weather Heads

F.L.=131.48 12" RCP S

F.L.=131.54 12" RCP N

Rim=137.52

F.L.=133.43 6" PVC W

F.L.=131.03 10" VCP S

F.L.=131.03 ?" ? N

Rim=136.93

Inv=122.31 ?" ? SW

Inv=128.25 6" DIP SW

Inv=121.70 10" VCP N&S

Rim=135.35

Double Cleanout

Double Cleanout

Cleanout

F.L.=131.20 ? VCP? SW

F.L.=131.12 10" ? WNW

F.L.=134.72 8"? DIP? NW

F.L.=135.55 8"? DIP? N

F.L.=136.00 4" DIP? NE

Rim=141.58

F.L.=125.48 8" VCP NW

F.L.=119.96 10" VCP NW

F.L.=119.85 12" VCP NE

F.L.=119.67 10" VCP SW

Rim=130.50

BUILDING 1

BUILDING 4

ADMINISTRATION

KITCHEN AND

BUILDING 2

SCALE (FEET)

TRAFFIC CONTROL NOTES

2C

2B

2C

2B

2A

2B

2B 2C

GS-3

2C

2D

2A

PHASE 2 TRAFFIC CONTROL PLAN04/05/12

10/15/10

WORK DAY.

GATES FOR ACCESS. GATES SHALL BE SHUT AND SECURED AT THE END OF EACH

5. CONTRACTOR SHALL ERECT CONSTRUCTION FENCE AROUND PROJECT LIMITS WITH

WITH OWNER PRIOR TO START OF PROJECT.

4. CONTRACTOR SHALL COORDINATE STAGING AREA FOR MATERIALS AND EQUIPMENT

IMPLEMENTING THE CHANGE.

REVISIONS TO TRAFFIC FLOW TO THE VA PROJECT MANAGER 48 HOURS PRIOR TO

AMBULANCE BAY, AND THE LOADING DOCK AREA. THE CONTRACTOR SHALL REPORT

IMPROVEMENTS TO MAINTAIN AT LEAST ONE LANE OF TRAFFIC TO VFW CIRCLE, THE

3. DEMOLITION SHALL BE PHASED AND COORDINATED WITH THE NEW CONSTRUCTION

E. FLAGMEN

PATTERN ROUTES.

SEQUENCING. NOTIFY OWNER MINIMUM 48 HOURS PRIOR TO CHANGE IN TRAFFIC

AND SPD "DOCK" CONTRACTOR SHALL MODIFY SIGNS ACCORDING TO WORK

D. PROVIDE SIGNAGE WITH DIRECTIONAL ARROW FOR "GENERAL PUBLIC", "AMBULANCE

C. "ONE LANE ROAD AHEAD" SIGN.

B. TRAFFIC DELINEATOR/CHANNELIZING CONE.

A. "ROAD WORK AHEAD" SIGN.

ALLOW THE PROPOSED IMPROVEMENTS.

TEMPORARY MODIFICATIONS OF PARKING AREA NO.7 AND ADJACENT SIDEWALKS TO

(MUTCD). THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR THE

REQUIREMENTS SET FORTH IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

CONDITIONS. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH

2. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND SIGNAGE FOR SAFE WORKING

MODIFY AS NECESSARY DUE TO CONTRUCTION SEQUENCING AND FIELD CONDITIONS.

1. PLAN SHOWN IS SUGGESTED PHASING AND TRAFFIC CONTROL. CONTRACTOR SHALL

Fiberglass Overhang

Vent Pipe

2" Galvanized

Steel Steps

Concrete Sidewalk Volunteer Parking Only LT

Volunteer Parking Only LT-RT

Volunteer Parking Only LT-RT

Volunteer Parking Permit Required LT-RT

Volunteer Parking Only RT

AC

CP

AC AC

AC

CP

Do Not Enter

Stop

Ped Xing

Wood Deck

Handicap Parking Handicap Parking

Stop

Entrance

Ambulance

Stop

Official Vehicles Only

Stop

Concrete Asphalt

Concrete

F.F.E.=144.21

F.F.E.=137.91

2" Vertical PIpe, 6" Tall

F.L.=118.74 15" VCP N&S

Rim=130.96

No Other Pipes Visible

F.L.=111.31 12" VCP S

Rim=121.51

Steel Plate

Center of Trench Drain

Intake=136.82

Center of Trench Drain

Intake=143.97

Police Vehicles Only

Asphalt

A s p h a lt

Asp hal t

Plate

Steel

Concrete

Asphalt

Asphalt

Steel Steps

Concrete Sidewalk

C o n c re te

S id e w a lk

Concrete Sidewalk

C o n c r e t e

S id e w a lk

Concrete Sidewalk Concr ete

Side walk

NO PARKING

A s p h a lt

C o n c

Concrete

G r a v e l

C o n c r e t e

Concre te Si dewalk

Inv=122.03 8" VCP NNW

Inv=121.75 8" VCP N

Inv=121.55 10" VCP SSW

Rim=136.49

F.L.=139.67 8" DIP WNW

Intake=142.02

F.L.=137.51 4" DIP E

F.L.=137.49 8" DIP NW

Intake=141.86

Inv=134.83 4" Field Tile N

Inv=129.23 8" VCP N

Inv=129.08 10" VCP SW

Rim=136.58

F.L.=130.68 12" RCP E

Intake=133.63

Inv=126.30 8" VCP W

Inv=126.25 8" RCP SE

Rim=137.05

F.L.=139.07 4" PVC N

F.L.=137.95 8" PVC SE

Intake=142.60

Inv=136.69 10" DIP NE

Inv=127.94 6" DIP SSE

Inv=127.89 Unknown Pipe N

Rim=143.34

Inv=139.22 4" DIP W

Inv=127.42 6" DIP NNW

Inv=127.35 8" DIP SE

Rim=142.32

F.L.=137.49 6" VCP NE

F.L.=137.29 8" DIP NE

F.L.=135.69 Unknown Pipe NE

F.L.=135.59 8" DIP SE

F.L.=137.69 8" PVC NW

Rim=142.49

F.L.=135.28 8" DIP SE

Intake=139.43

Full of Debris

Intake=142.39

Inv=134.06 4" DIP N

Inv=133.86 6" DIP W

Inv=133.81 6" DIP E

Rim=137.66

F.L.=129.91 10" VCP E

Intake=134.11

F.L.=137.75 4" PVC N

F.L.=133.75 4" Field Tile E

F.L.=132.35 6" PVC S

F.L.=132.05 6" PVC W

Intake=143.35

Top=111.19 Unknown Pipe NW

F.L.=110.12 12" VCP E

F.L.=107.08 12" VCP S

Rim=123.54

Smoking Shelter

Concrete

Asphalt

Asphalt

Grease Dumpster

Concrete Sidewalk

Grass

Grass

Wood Steps

Asphalt Island

Grass

Grass

Stone Wall

Grass

Grass

Grass

Grass

Ramp

Loading Dock

Loading Dock

Concrete

Ambulance Bay

C o n c r e t e

S id e w a lk

Concrete

Gaurd Shelter

Inv=126.35 8" VCP E

Inv=126.30 8" VCP NW

Rim=138.65

EB

EB

EBEBEB

EB

EB

EB

E

E

E

RD

RD

RD

RD

RD

RD

I

RD

RD

RD

RD

Utility Tunnel

U t il n n e l

U t il n n e l

F.L.=120.14 12" VCP S

F.L.=120.24 6" PVC E

Rim=143.58

PARKING AREA No.7

7N

7S

MAIN HOSPITAL

LIBRARY, VOL SVC.

CANTEEN, CHAPEL,

ADMINISTRATION

KITCHEN AND

Inv=126.77 8" PVC SE

Inv=126.99 8" VCP WNW

Rim=141.90

F.L.=127.35 6" VCP S

F.L.=127.45 12" VCP NE

F.L.=127.54 12" DIP NE

F.L.=128.01 8" DIP WSW

F.L.=127.60 10" VCP NNW

Rim=136.36

Electric Weather Heads

Electric Weather Heads

Electric Weather Heads

Electric Weather Heads

F.L.=131.48 12" RCP S

F.L.=131.54 12" RCP N

Rim=137.52

F.L.=133.43 6" PVC W

F.L.=131.03 10" VCP S

F.L.=131.03 ?" ? N

Rim=136.93

Inv=122.31 ?" ? SW

Inv=128.25 6" DIP SW

Inv=121.70 10" VCP N&S

Rim=135.35

Double Cleanout

Double Cleanout

Cleanout

F.L.=131.20 ? VCP? SW

F.L.=131.12 10" ? WNW

F.L.=134.72 8"? DIP? NW

F.L.=135.55 8"? DIP? N

F.L.=136.00 4" DIP? NE

Rim=141.58

F.L.=125.48 8" VCP NW

F.L.=119.96 10" VCP NW

F.L.=119.85 12" VCP NE

F.L.=119.67 10" VCP SW

Rim=130.50

BUILDING 1

BUILDING 4

BUILDING 2

RESULT.

INCORPORATED HEREIN AS A

OMISSIONS WHICH MAY BE

RESPONSIBLE FOR ANY ERRORS OR

INFORMATION AND SHALL NOT BE

COMPLETENESS OF THIS

THE ACCURACY AND/OR

PROFESSIONAL HAS NOT VERIFIED

OTHERS. THE DESIGN

AS-BUILT DRAWINGS PROVIDED BY

BEEN PREPARED BASED IN PART ON

THESE RECORD DRAWINGS HAVE

NOTE:

SHUCK-BRITSON INC

ANKENY, IA 50023

515 964 2020

CIVIL ENGINEER STRUCTURAL ENGINEER

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h t h in n e f o o t

B

A

C

D

E

F t h r e e in c h n e f o o t o n e a n d o n e h a lf in c h n e f o o t o n e in n e f o o t t h r e e q u a r t e r s in n e f o o t o n e h a lf in n e f o o t t h r e e e ig h t h s in n e f o o t o n e q u a r t e r in n e f o o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

AE PROJECT NO.

317 6th Avenue, Suite 400

Des Moines, IA 50309-4136

515 244 7167

PL L

CIRCLE DRIVE ROAD

RELOCATE/WIDEN 636A6-10-714

8-18-2010

DES MOINES, IOWA

EUCLID AVE. (FROM CITY OF DES MOINES ENGINEERING DEPARTMENT)

AT THE NORTHWEST QUAD OF THE INTERSECTION OF DOUGLAS AVE AND

CUT TRIANGLE ON EAST SIDE OF CONCRETE CROSSWALK SIGNAL BASE

BM2 ELEV. =134.914

AVENUE (FROM CITY OF DES MOINES ENGINEERING DEPARTMENT)

SOUTHWEST QUAD OF INTERSECTION OF DOUGLAS AVENUE AND EUCLID

BRASS PLUG IN NORTHEAST CORNER OF TRAFFIC SIGNAL BASE AT

BM1 ELEV. =130.053

VERTICAL CONTROL

(TO CONVERT TO NAVD88 ADD 773.94 TO ELEVATIONS SHOWN)

CITY OF DES MOINES

VERTICAL DATUM

IOWA STATE PLANE SOUTH (1402) (US SURVEY FEET)

HORIZONTAL DATUM

DEMOLITION CONSTRUCTION NOTES

GENERAL NOTES

93.

C

OC

FO

E

OE

4" G

4" HPG

8" W

8" S

12" ST12" ST

G

G

AST

UST

Features Existing Proposed

G

EB

W

LEGEND

8" W(*)

8" S(*)

4" G(*)

4" HPG(*)

C(*)

OC(*)

FO(*)

E(*)

OE(*)

DUCT(*)

.0

Soil Boring

Mailbox

Satellite Dish

Sign

Above Ground Storage Tank

Underground Storage Tank

Fence Post or Guard Post

Gas Apparatus

Gas Manhole

Gas Valve

Fiber Optic Handhole

Fiber Optic Manhole

Communication Handhole

Communication Manhole

Communication Pedestal

Traffic Sign

Electric Transformer

Electric Box

Yard Light

Street Light

Utility Pole with Transformer

Utility Pole with Light

Guy Anchor

Utility Pole

Well

Water Service Valve

Water Main Valve

Fire Hydrant on Building

Fire Hydrant

Double Storm Sewer Intake

Single Storm Sewer Intake

Storm Manhole

Storm Sewer with Size

Sanitary Manhole

(*) Denotes the survey quality service level for utilities

Test Hole Location for SUE w/ID

Duct Bank

Sanitary Sewer with Size

Water Main with Size

High Pressure Gas Main with Size

Gas Main with Size

Overhead Electric

Underground Electric

Fiber Optic

Overhead Communication

Communication

Coniferous Tree or Shrub

Deciduous Tree or Shrub

Tree Stump

Tree Line

Fence (Silt)

Fence (Wood)

Fence (Chain Link)

Fence (Barbed, Field, Hog)

Contour Elevation

Spot Elevation

SCALE (FEET)

V F

W C

IR

C

LE

GS-4

DEMOLITION PLAN

L. REFER TO GS-2 AND GS-3 FOR PHASING OF DEMOLITION.

SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH APPROPRIATE SAFETY REGULATIONS.

K. ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS. NOTHING INDICATED ON THE PLANS

J. THE CONTRACTOR SHALL ADJUST ALL EXISTING UTILITY APPURTANENCES TO THE FINAL GRADES SHOWN.

BY THE CONTRACTOR IN A TIMELY FASHION AND AT THE END OF EVERY WORK DAY.

I. ALL DEBRIS SPILLED ON PUBLIC RIGHT-OF-WAY, ADJOINING PROPERTY, AND VA DRIVEWAYS SHALL BE REMOVED

STARTING CONSTRUCTION.

BETWEEN THIS PLAN AND FIELD CONDITIONS ARE TO BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO

AT THE TIME OF LAYOUT. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS

H. DIMENSIONS, BUILDING LOCATION, UTILITIES AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION

THE AS-BUILT DOCUMENTS.

G. ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECONNECTED AND NOTED ACCORDINGLY ON

COMPACT TO 95% MAXIMUM DENSITY.

F. CONSTRUCT MANHOLES AND APPURTENANCES AS WORK PROGRESSES. BACKFILL WITH SUITABLE MATERIAL AND

E. NOTIFY OWNER, ENGINEER AND ARCHITECT AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.

PROPOSED IMPROVEMENTS.

FOR THE TEMPORARY MODIFICATIONS OF PARKING AREA NO.7 AND ADJACENT SIDEWALKS TO ALLOW THE

OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN

D. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE MANUAL

OF STRUCTURE.

C. LENGTH OF UTILITIES SHOWN ON PLANS ARE DIMENSIONED FROM CENTERLINE OF STRUCTURE TO CENTERLINE

RECOMMENDATIONS IN THE SOILS REPORTS PREPARED BY GEOTECHNICAL SERVICES, INC. PROJECT #106120.

B. CONSTRUCTION OF ALL SITE IMPROVEMENTS SHALL CONFORM TO THE VA SPECIFICATIONS AND

CONSTRUCTION.

THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. VERIFY LOCATION OF ALL UTILITIES BEFORE

UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT

RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH

THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR UTILITY WARNING:A.

HIGH VOLTAGE ELECTRIC LINE.

CAUTION:

HIGH VOLTAGE ELECTRIC LINE.

CAUTION:

ISSUED FOR CONSTRUCTION 10/15/10

04/05/12

4. PROTECT EXISTING BUILDINGS, TREES, PAVEMENTS AND UTILITIES TO REMAIN DURING CONSTRUCTION.

F. EXISTING PARKING STALL MARKINGS.

E. EXISTING SANITARY SEWER AND STRUCTURES.

D. EXISTING WATER MAIN AND APPURTANENCES. VERIFY EXISTENCE OF PRE - 1980 SYSTEM.

MAINTENANCE SHOP.

C. EXISTING UTILITY. SURRENDER LIGHT POLES, LIGHT FIXTURES, AND ALL SIGNAGE TO THE OWNER AT THE

B. EXISTING TREE, CLEAR AND GRUB INCLUDING STUMP.

A. EXISTING PAVEMENT, SAWCUT TO FULL DEPTH AT LIMITS OF REMOVAL.

3. REMOVE AND DISPOSE OF THE FOLLOWING:

IMPLEMENTING THE CHANGE.

CONTRACTOR SHALL REPORT REVISIONS TO TRAFFIC FLOW TO THE VA PROJECT MANAGER 48 HOURS PRIOR TO

LEAST ONE LANE OF TRAFFIC TO VFW CIRCLE, THE AMBULANCE BAY, AND THE LOADING DOCK AREA. THE

2. DEMOLITION SHALL BE PHASED AND COORDINATED WITH THE NEW CONSTRUCTION IMPROVEMENTS TO MAINTAIN AT

LICENSED TO ACCEPT CONSTRUCTION DEBRIS.

1. ALL DEMOLITION ITEMS SHALL BE REMOVED FROM THE SITE AND DISPOSED IN A LEGALLY APPROVED WASTE SITE

3C

3C

3C

3C

3C

3C

3C

3C

3A

3A

3A

3A

2E

3B

TYP

3E

3B

TYP

3E

3D

3E

3F

TYP

3A

3A

3E

3C

3E

3D

3D

REMOVED

PIPES NOT

REMOVED

PIPES NOT

REMOVED

PIPES NOT

REMOVED

PIPES NOT

REMOVED

PIPES NOT

S

T

6" W

6" W 10" W

W

RESULT.

INCORPORATED HEREIN AS A

OMISSIONS WHICH MAY BE

RESPONSIBLE FOR ANY ERRORS OR

INFORMATION AND SHALL NOT BE

COMPLETENESS OF THIS

THE ACCURACY AND/OR

PROFESSIONAL HAS NOT VERIFIED

OTHERS. THE DESIGN

AS-BUILT DRAWINGS PROVIDED BY

BEEN PREPARED BASED IN PART ON

THESE RECORD DRAWINGS HAVE

NOTE:

SHUCK-BRITSON INC

ANKENY, IA 50023

515 964 2020

CIVIL ENGINEER STRUCTURAL ENGINEER

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h t h in n e f o o t

B

A

C

D

E

F t h r e e in c h n e f o o t o n e a n d o n e h a lf in c h n e f o o t o n e in n e f o o t t h r e e q u a r t e r s in n e f o o t o n e h a lf in n e f o o t t h r e e e ig h t h s in n e f o o t o n e q u a r t e r in n e f o o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

AE PROJECT NO.

317 6th Avenue, Suite 400

Des Moines, IA 50309-4136

515 244 7167

PL L

CIRCLE DRIVE ROAD

RELOCATE/WIDEN 636A6-10-714

8-18-2010

DES MOINES, IOWA

Fiberglass Overhang

Vent Pipe

2" Galvanized

Steel Steps

Ped Xing

Concrete Sidewalk Volunteer Parking Only LT

Volunteer Parking Only LT-RT

Volunteer Parking Only LT-RT

Volunteer Parking Permit Required LT-RT

Volunteer Parking Only RT

AC

CP

AC AC

AC

CP

Do Not Enter

Stop

Do Not Enter

Stop

Ped Xing

Wood Deck

Handicap Parking Handicap Parking

Entrance

Ambulance

Stop

Stop

Concrete Asphalt

Concrete

F.F.E.=144.21

F.F.E.=137.91

2" Vertical PIpe, 6" Tall

F.L.=118.74 15" VCP N&S

Rim=130.96

No Other Pipes Visible

F.L.=111.31 12" VCP S

Rim=121.51

Steel Plate

Center of Trench Drain

Intake=136.82

Center of Trench Drain

Intake=143.97

Asphalt

A s p h a lt

Plate

Steel

Concrete

Asphalt

Steel Steps

Concrete Sidewalk

C o n c re te

S id e w a lk

Concrete Sidewalk

C o n c r e t e

S id e w a lk

Concrete Sidewalk

NO PARKING

A s p h a lt

C o n c

Concrete

G r a v e l

C o n c r e t e

Concre te Si dewalk

Inv=122.03 8" VCP NNW

Inv=121.75 8" VCP N

Inv=121.55 10" VCP SSW

Rim=136.49

F.L.=139.67 8" DIP WNW

Intake=142.02

F.L.=137.51 4" DIP E

F.L.=137.49 8" DIP NW

Intake=141.86

Inv=134.83 4" Field Tile N

Inv=129.23 8" VCP N

Inv=129.08 10" VCP SW

Rim=136.58

F.L.=139.07 4" PVC N

F.L.=137.95 8" PVC SE

Intake=142.60

Inv=136.69 10" DIP NE

Inv=127.94 6" DIP SSE

Inv=127.89 Unknown Pipe N

Rim=143.34

Inv=139.22 4" DIP W

Inv=127.42 6" DIP NNW

Inv=127.35 8" DIP SE

Rim=142.32

F.L.=137.49 6" VCP NE

F.L.=137.29 8" DIP NE

F.L.=135.69 Unknown Pipe NE

F.L.=135.59 8" DIP SE

F.L.=137.69 8" PVC NW

Rim=142.49

Full of Debris

Intake=142.39

Inv=134.06 4" DIP N

Inv=133.86 6" DIP W

Inv=133.81 6" DIP E

Rim=137.66

F.L.=137.75 4" PVC N

F.L.=133.75 4" Field Tile E

F.L.=132.35 6" PVC S

F.L.=132.05 6" PVC W

Intake=143.35

Concrete

Top=111.19 Unknown Pipe NW

F.L.=110.12 12" VCP E

F.L.=107.08 12" VCP S

Rim=123.54

Smoking Shelter

Concrete

Asphalt

Asphalt

Grease Dumpster

Concrete Sidewalk

Grass

Grass

Wood Steps

Grass

Grass

Stone Wall

Grass

Grass

Grass

Grass

Ramp

Loading Dock

Loading Dock

Concrete

Ambulance Bay

C o n c r e t e

S id e w a lk

Concrete

Gaurd Shelter

8" VCP E

F.L.=132.08

Intake=138.63

EB

EB

EBEBEB

EB

EB

EB

E

E

E

RD

RD

RD

RD

RD

RD

I

RD

RD

RD

RD

Utility Tunnel

U t il n n e l

U t il n n e l

F.L.=120.14 12" VCP S

F.L.=120.24 6" PVC E

Rim=143.58

PARKING AREA No.7

7N

7S

MAIN HOSPITAL

LIBRARY, VOL SVC.

CANTEEN, CHAPEL,

Inv=126.77 8" PVC SE

Inv=126.99 8" VCP WNW

Rim=141.90

Electric Weather Heads

Electric Weather Heads

Electric Weather Heads

Electric Weather Heads

F.L.=131.48 12" RCP S

F.L.=131.54 12" RCP N

Rim=137.52

F.L.=133.43 6" PVC W

F.L.=131.03 10" VCP S

F.L.=131.03 ?" ? N

Rim=136.93

Inv=122.31 ?" ? SW

Inv=128.25 6" DIP SW

Inv=121.70 10" VCP N&S

Rim=135.35

Double Cleanout

Double Cleanout

Cleanout

F.L.=131.20 ? VCP? SW

F.L.=131.12 10" ? WNW

F.L.=134.72 8"? DIP? NW

F.L.=135.55 8"? DIP? N

F.L.=136.00 4" DIP? NE

Rim=141.58

BUILDING 1

BUILDING 4

ADMINISTRATION

KITCHEN AND

BUILDING 2

Bottom of Footing 121.17}

120.00 LF of 10" San

itary Sewer @ 1.0%

.0

L F o f

S a n it a r y

S e w r

1.

o f

S a n it a r y

S e w

1.

SITE PLAN CONSTRUCTION NOTES

V A

R

IE

S

1"R

4.5"

7.5"

2"R 6

NO SCALEGS-5

NO SCALEGS-5

7.5"

1"R2"R

3.5"4"

HMA PAVEMENT

30"

SCALE (FEET)

0.

L

F of 0" S an ita ry S ewe r

1.0

LAYOUT/UTILITY PLAN

@ 5.0% Sanitary Sewer

14.0 LF of 10"

.0

R

.0

R

30.0’

R

5.0’

R

30.0’

148.5’

16.0’16.0’

.0

.3

.9

.0

17.6’ 16.0’6.0’

55.3’

.0

3D

3C

1A

1A

1A

1A

2D .0

2D

2A

2A

2A

2B

2B

2B

3B 3B

3B

3B

3B

1D

1B

36.1’

24.5’ 2.5’

2.5’

X

X

.0

R

100.0’

R

.0

R

15:1 T

APER

:1

T

A P

E R

N 592,870.535

E 1,596,655.903

N 592,860.672

E 1,596,624.773

N 592,845.663

E 1,596,630.965 X

X

Radius Point

Radius Point

84.0’

R

.0

R

75.0’

R

Radius Point

PCC CURB AND GUTTER SECTION

PCC INTEGRAL CURB

N 592,881.455

E 1,596,645.611

Radius Point

X

GS-5

.0

2C

2C

8" San Inv. 110.00

15" ST Inv. 116.90

8" San Inv. 114.08

15" ST Inv. 117.45

3A

3A

3A

3A

3A

3A

3A

Plug Out SE

Ex Inv.=126.77 (verify)

Connect to Existing

.9 o f

S a n it a r y

S e w

.0

Radius Point

N 593,028.601

E 1,596,785.822

.0

.0

5.0’

7.0’

16.0’

18.0’

N 592,732.337

E 1,596,471.119

Out=109.40(SW)

In 10" =109.90(E)

In 8" =111.30(N)

Rim=125.50

Sanitary Sewer Manhole No.6

Out 12"=107.08(S)

In 10"=108.70(NE)

In Ex-10"=110.12 (Abandon)

In Ex-6"=111.19(NW)(Verify)

Rim=123.50

Sewer Manhole No.7

Replace Sanitary

Out=111.10(W)

In=111.30(NE)

Rim=125.00

Sanitary Sewer Manhole No.5

Out=112.30(SW)

In=112.50(NE)

Rim=126.00

Sanitary Sewer Manhole No.4

Out=113.42(SW)

In=113.62(NE)

Rim=123.00

Sanitary Sewer Manhole No.3

Out=115.58(SW)

In=115.68(NW)

Rim=122.50

Sanitary Sewer Manhole No.2

Out=116.17

In Ex.=121.10(Verify)

Rim=137.50

Sanitary Sewer Manhole No.1

117.83 Bottom of Wall Footing

Wall Section A-A

Wall Section E-E

Wall Section G-G

N 592,778.062

E 1,596,719.274

Wall Section F-F

N 592,731.969

E 1,596,616.182

N 592,876.711

E 1,596,770.126

N 592,781.750

E 1,596,603.521

N 592,897.853

E 1,596,723.895

HIGH VOLTAGE ELECTRIC LINE.

CAUTION:

HIGH VOLTAGE ELECTRIC LINE.

CAUTION:

10/15/10

04/05/12

40.0 L.F. of 8" DIP Sanitary Sewer @ 7.0%

49 LF of 10" DIP Sanitary Sewer @ 1.00%

N 593,026.24

E 1,596,807.54

15.0’R

15.0’R

.0

R

.0

R 7 .5

15.5’

5.0’R

5.0’

.0

.0

N 592,811.254

E 1,596,674.349

N 592,841.239

E 1,596,702.905

17.4’

.5 ’10.8’

1E

1E

RAMP

Match Existing

Match Existing

1C

1C

20.0’R

8.0’

3.5’

3.0’

CURB

TERMINATE

1C

1C

IDOT SPEC 2303 CLASS 1c

5.0" OF ASPHALTIC CONCRETE

GS-5

NO SCALE

HMA PAVEMENT SECTION (OWNER PROVIDED DETAIL)

IDOT 4123 GRADATION 14

IDOT 4121 GRADATION 12 OR

6" OF APPROVED WELL-COMPACTED GRANULAR BASE

A. REINSTALL REMOVED STOP SIGN.

10. SIGNAGE

CONTRACTOR SHALL PERFORM WORK AFTER HOURS OR ON WEEKENDS.

PARTIAL LANE CLOSURES. IF ONE LANE OF TRAFFIC CANNOT BE MAINTAINED,

OF TRAFFIC AT ALL TIMES. CONTRACTOR SHALL NOTIFY OWNER 48 HOURS PRIOR TO

9. CONTRACTOR SHALL PHASE WORK AS NECESSARY TO MAINTAIN AT LEAST ONE LANE

WITH OWNER PRIOR TO START OF PROJECT.

8. CONTRACTOR SHALL COORDINATE STAGING AREA FOR MATERIALS AND EQUIPMENT

WORK DAY.

GATES FOR ACCESS. GATES SHALL BE SHUT AND SECURED AT THE END OF EACH

7. CONTRACTOR SHALL ERECT CONSTRUCTION FENCE AROUND PROJECT LIMITS WITH

INFORMATION.

6. RETAINING WALL - SEE STRUCTURAL PLANS FOR DETAILED CONSTRUCTION

CLEARANCE BETWEEN UTILITIES.

5. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS AND MAINTAIN MINIMUM 18"

B. 45° STRIPING AT 3’ ON CENTER SPACING WHERE SHOWN.

A. 4" WIDE PAINTED PARKING STALL LINE.

4. PAVEMENT MARKINGS, PROVIDE THE FOLLOWING:

D. CONNECT TO EXISTING MANHOLE.

C. 8-INCH SANITARY SEWER MAIN.

B. 10-INCH SANITARY SEWER MAIN.

A. SANITARY MANHOLE.

FOR PLAN AND PROFILE INFORMATION.

3. SANITARY SEWER SERVICE, PROVIDE THE FOLLOWING: SEE SHEET GS-8 AND GS-9

D. FIRE HYDRANT ASSEMBLY.

C. CONNECT TO EXISTING WATER MAIN.

B. 6-INCH DOMESTIC WATER MAIN.

A. 10-INCH FIRE PROTECTION MAIN.

FOR PLAN AND PROFILE INFORMATION.

2. WATER SERVICE, PROVIDE THE FOLLOWING AT MINIMUM 6’ DEPTH: SEE SHEET GS-7

E. 5-INCH DEPTH PCC SIDEWALK; PROVIDE PEDESTRIAN CURB RAMP WHERE SHOWN.

D. HMA OVERLAY; GRIND AT LIMITS FOR 2" MINIMUM DEPTH.

C. HMA PATCH/FULL DEPTH; MATCH EXISTING PAVEMENT DEPTH; SEE DETAIL.

B. 30-INCH WIDTH PCC CURB AND GUTTER.

A. 7-INCH DEPTH PCC WITH INTEGRAL CURB WHERE SHOWN.

1. PAVEMENTS, PROVIDE THE FOLLOWING ON COMPACTED SUBGRADE:

.0

.0

8.0’

6.0’

VALVE

6" GATE

VALVE

10" GATE

6" W

6" W 10" W

W

118 118

120 120

125 125

7 1

RESULT.

INCORPORATED HEREIN AS A

OMISSIONS WHICH MAY BE

RESPONSIBLE FOR ANY ERRORS OR

INFORMATION AND SHALL NOT BE

COMPLETENESS OF THIS

THE ACCURACY AND/OR

PROFESSIONAL HAS NOT VERIFIED

OTHERS. THE DESIGN

AS-BUILT DRAWINGS PROVIDED BY

BEEN PREPARED BASED IN PART ON

THESE RECORD DRAWINGS HAVE

NOTE:

SHUCK-BRITSON INC

ANKENY, IA 50023

515 964 2020

CIVIL ENGINEER STRUCTURAL ENGINEER

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h t h in n e f o o t

B

A

C

D

E

F t h r e e in c h n e f o o t o n e a n d o n e h a lf in c h n e f o o t o n e in n e f o o t t h r e e q u a r t e r s in n e f o o t o n e h a lf in n e f o o t t h r e e e ig h t h s in n e f o o t o n e q u a r t e r in n e f o o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

AE PROJECT NO.

317 6th Avenue, Suite 400

Des Moines, IA 50309-4136

515 244 7167

PL L

CIRCLE DRIVE ROAD

RELOCATE/WIDEN 636A6-10-714

8-18-2010

DES MOINES, IOWA

7 138

BG=132.00

TG=136.00

TW=138.50

BG=125.00

TG=141.00

TW=143.50

BG=126.00

TG=137.00

TW=139.50

BG=129.00

TG=138.00

TW=140.50

134.10

LP

134.30

EX

134.45

BG=134.50

TG=134.50

TW=137.00

134.63

134.63

EX

135.10

135.15

EX

135.25

135.97

BG=129.00

TG=136.00

TW=138.67

136.00

136.03

EX

136.13

136.20

EX

136.25

136.45

LP

136.60

136.70

136.65

136.75

136.75

136.85

136.83

EX

136.90

EX

136.90

EX

136.95

HP

136.91

137.00

137.10

EX

136.97

137.25

137.40

136.90 G

137.40 T/C

136.75 G

137.25 T/C

137.60

137.75

137.63

137.86

137.90

137.90 G

Ex.

BG=126.75

TG=138.00

TW=140.50

138.00

138.60

BG=125.50

TG=139.00

TW=141.50

139.82

140.00 G

Ex. 140.23

HP

140.62

BG=127.00

TG=141.00

TW=143.50

141.01

Fiberglass Overhang

Vent Pipe

2" Galvanized

Steel Steps

Ped Xing

Concrete Sidewalk Volunteer Parking Only LT

Volunteer Parking Only LT-RT

Volunteer Parking Only LT-RT

Volunteer Parking Permit Required LT-RT

Volunteer Parking Only RT

AC

CP

AC AC

AC

CP

Do Not Enter

Stop

Do Not Enter

Stop

Ped Xing

Wood Deck

Handicap Parking Handicap Parking

Entrance

Ambulance

Stop

Stop

Concrete Asphalt

Concrete

F.F.E.=144.21

F.F.E.=137.91

2" Vertical PIpe, 6" Tall

F.L.=118.74 15" VCP N&S

Rim=130.96

No Other Pipes Visible

F.L.=111.31 12" VCP S

Rim=121.51

Steel Plate

Center of Trench Drain

Intake=136.82

Center of Trench Drain

Intake=143.97

Asphalt

A s p h a lt

Plate

Steel

Concrete

Asphalt

Steel Steps

Concrete Sidewalk

C o n c re te

S id e w a lk

Concrete Sidewalk

C o n c r e t e

S id e w a lk

Concrete Sidewalk

NO PARKING

A s p h a lt

C o n c

Concrete

G r a v e l

C o n c r e t e

Concre te Si dewalk

F.L.=139.67 8" DIP WNW

Intake=142.02

F.L.=137.51 4" DIP E

F.L.=137.49 8" DIP NW

Intake=141.86

F.L.=139.07 4" PVC N

F.L.=137.95 8" PVC SE

Intake=142.60

F.L.=137.49 6" VCP NE

F.L.=137.29 8" DIP NE

F.L.=135.69 Unknown Pipe NE

F.L.=135.59 8" DIP SE

F.L.=137.69 8" PVC NW

Rim=142.49

Full of Debris

Intake=142.39

F.L.=137.75 4" PVC N

F.L.=133.75 4" Field Tile E

F.L.=132.35 6" PVC S

F.L.=132.05 6" PVC W

Intake=143.35

Concrete

Smoking Shelter

Concrete

Asphalt

Asphalt

Grease Dumpster

Concrete Sidewalk

Grass

Grass

Wood Steps

Grass

Grass

Stone Wall

Grass

Grass

Grass

Grass

Ramp

Loading Dock

Loading Dock

Concrete

Ambulance Bay

C o n c r e t e

S id e w a lk

Concrete

Gaurd Shelter

8" VCP E

F.L.=132.08

Intake=138.63

EB

EB

EBEBEB

EB

EB

EB

E

E

E

RD

RD

RD

RD

RD

RD

I

RD

RD

RD

RD

Utility Tunnel

U t il n n e l

U t il n n e l

F.L.=120.14 12" VCP S

F.L.=120.24 6" PVC E

Rim=143.58

PARKING AREA No.7

7N

7S

MAIN HOSPITAL

LIBRARY, VOL SVC.

CANTEEN, CHAPEL,

Electric Weather Heads

Electric Weather Heads

Electric Weather Heads

Electric Weather Heads

F.L.=131.48 12" RCP S

F.L.=131.54 12" RCP N

Rim=137.52

F.L.=133.43 6" PVC W

F.L.=131.03 10" VCP S

F.L.=131.03 ?" ? N

Rim=136.93

Double Cleanout

Double Cleanout

Cleanout

F.L.=131.20 ? VCP? SW

F.L.=131.12 10" ? WNW

F.L.=134.72 8"? DIP? NW

F.L.=135.55 8"? DIP? N

F.L.=136.00 4" DIP? NE

Rim=141.58

BUILDING 1

BUILDING 4

ADMINISTRATION

KITCHEN AND

BUILDING 2

GS-6

EROSION CONTROL PLAN

GRADING/STORM SEWER/

TYPICAL SILT FENCE DITCH CHECK

Foreslope

Variable (20’ for a normal 10’ wide ditch.)

(5’-0" max.)

Post spacing

(5’-0" max.)

Post spacing

Ba ck sl op details of "Attachment to Posts."

using wire or plastic ties (50 lb. min.). See

Secure top of engineering fabric to steel posts

Engineer.

otherwise allowed by the Jurisdictional

Steel posts to be embedded 20 in. unless fence in the low point of the ditch.

a minimum of 2 in. higher than the top of the the bottom elevation at the end of the fence is

In ditches, extend silt fence up side slope so pullout and flow under the fence.

secure the fabric in the trench to prevent the silt fence as required to sufficiently

Compact ground by driving along each side of

(fabric may be folded below the ground line)

Insert 12 in. of fabric a minimum of 6 in. deep

TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES

individual section of silt fence

Install "J-hook" at each end of an ground contour

Install parallel to

(Plan View)

(600’ if slope is flatter than 5%)

200’ max. length per section

TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES

Ground line 4’-0" minimum

’T’ steel fence post

(Profile View)

See plans for spacing

Fabric

Flow

Ground line Fabric or as required to adequately support fence

Reduce post spacing to 5’-0" at water concentration areas, DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES

8’-0"spacing

ATTACHMENT TO POST

Fabric

Post cable ties

Wire or

NO SCALEGS-6

1 SILT FENCE DETAILS

GRADING CONSTRUCTION NOTES

SCALE (FEET)

LF

of 15"

RCP @ 0

.58 o f

R C

P

.0 o f

.5

60 LF of 12" RCP @ 5.0% 5 LF of 15" RC

P @ 4 .0%

8" San Inv. 110.00

15" ST Inv. 116.40

8" San Inv. 111.80

15" ST Inv. 117.45

Install silt fence at locations shown on the plans.

GENERAL NOTES:

RCP @ 1.0%

37 LF of 12"

20 LF of 15" DIP @ 6.0%

R

.0 o f

Out=129.00

In=129.40 (EX)

Rim=140.25

Circular Storm Manhole

ST-1

Out=128.14

In=128.24

T/C=138.25

Intake w/ Manhole

Single Grate

ST-2

L

F of 5" R

CP

0.

5%

Out=129.54

In=129.64

T/C=136.95

Intake w/ Manhole

Single Grate

ST-4

R

.0 o f

Inv.=137.00

Plug 12"

ST-6A

Out=128.00

T/C=134.60

Intake w/ Manhole

Single Grate

ST-11

Out=113.31 (Ex-12") In=Verify (Ex-N) In=115.50 Rim=121.00 Circular Storm Manhole

ST-13

Out=117.30(E)

In=125.00(W)

In=117.40(N)

Rim=130.50

Circular Storm Manhole

ST-12

15" ST Inv. 120.75

Out=118.60

In=126.85 (N)

T/C=136.65

Intake w/ Manhole

Single Grate

ST-10

RCP @ 5.0%

18 LF of 12"

Out=129.06

In=129.16(N)

Rim=139.60

Circular Storm Manhole

ST-5

Bottom of Wall Footing=121.17

10" San.

Sa n.

S a n

S a n

10" San.

S a n

S a n

Out=127.20(S)

In=127.30 (E)

In=127.84(N)

Rim=136.90

Manhole

Circular Storm

ST-9

12. SEE SHEETS GS-7 AND GS-9 FOR STORM SEWER PLAN AND PROFILE INFORMATION.

11. MODIFY EXISTING STORM SEWER TO AREA INTAKE.

10. INSTALL SILT FENCE AS SHOWN ON PLAN.

9. SEED ALL NON-PAVED DISTURBED AREAS.

PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED.

8. ALL PROPOSED CONTOURS AND SPOT ELEVATOINS SHOWN ARE FINISHED GRADE AND/OR TOP OF

7. BACKFILL AND COMPACT TO TOP OF CURBS AND PAVEMENTS.

6. TOPSOIL RESPREAD SHALL BE A MINIMUM OF 6-INCHES ON ALL NON-PAVED DISTURBED AREAS.

5. MAINTAIN ALL CUT AND FILL AREAS DURING CONSTRUCTION TO ACCOMMODATE SURFACE DRAINAGE.

TO TEST ROLLS.

AREAS SHALL BE REWORKED TO ACHIEVE THE SPECIFIED DENSITY. NOTIFY C.O.T.R. 48 HOURS PRIOR

AXLE TRUCK SHALL BE PERFORMED UPON COMPLETION OF PREPARING SUBGRADE. ALL UNSUITABLE

TO 95% STANDARD PROCTOR DENSITY IN TWO 6" LIFTS. PROOFROLLING WITH A LOADED TANDEM

4. ALL AREAS WHICH ARE TO RECEIVE PAVING SHALL HAVE THE TOP 12-INCHES DISKED AND COMPACTED

DENSITY.

3. ALL FILL SHALL BE COMPACTED TO A DENSITY THAT IS NOT LESS THAN 95% STANDARD PROCTOR

2. ALL AREAS TO RECEIVE STRUCTURAL FILL SHALL BE BENCHED.

STOCKPILE REQUIRED QUANTITY FOR TOPOSOIL RESPREAD.

1. STRIP TOPSOIL 12" MINIMUM FROM ALL AREAS WHICH ARE TO BE FILLED OR CUT FOR BORROW.

HIGH VOLTAGE ELECTRIC LINE.

CAUTION:

10/15/10

04/05/12

TYP

TYP

TYP

CONTROL PRODUCT

ROLLED EROSION

TEMPORARY

TYPE 2C

L

F of 5" R

CP

0.

136.60

(Verify)

@ 0.5%

PVC Storm

33 LF of 12"

(Verify)

@ 1.0%

PVC Storm

15 LF of 12"

Out=127.82

In=127.92 V(NE & N)

Rim=134.00

With Type "Q" Casting

Circular Storm Intake

ST-7

Inv. = 128.25 (Verify)

Storm w/Bend

Connect to Existing

Inv. = 128.10 (Verify)

Storm w/Wye

Connect to Existing

Out=128.61

In=128.81(NE)

In=136.10(NW) PATCH/PLUG OPENING

Rim=141.35

Manhole

Circular Storm

ST-6

Out=130.01 (E)

In-Ex=130.25 (Verify)

Rim=137.50 129.65

Manhole

Circular Storm

ST-3

Out = 129.40 (S)

C L A Y

L

IN

E

C

LA

Y

LI

N E

NOT INSTALLED

6" W

6" W

10" W

10" W

RESULT.

INCORPORATED HEREIN AS A

OMISSIONS WHICH MAY BE

RESPONSIBLE FOR ANY ERRORS OR

INFORMATION AND SHALL NOT BE

COMPLETENESS OF THIS

THE ACCURACY AND/OR

PROFESSIONAL HAS NOT VERIFIED

OTHERS. THE DESIGN

AS-BUILT DRAWINGS PROVIDED BY

BEEN PREPARED BASED IN PART ON

THESE RECORD DRAWINGS HAVE

NOTE:

SHUCK-BRITSON INC

ANKENY, IA 50023

515 964 2020

CIVIL ENGINEER STRUCTURAL ENGINEER

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

o n e e ig h t h in n e f o o t

B

A

C

D

E

F t h r e e in c h n e f o o t o n e a n d o n e h a lf in c h n e f o o t o n e in n e f o o t t h r e e q u a r t e r s in n e f o o t o n e h a lf in n e f o o t t h r e e e ig h t h s in n e f o o t o n e q u a r t e r in n e f o o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

AE PROJECT NO.

317 6th Avenue, Suite 400

Des Moines, IA 50309-4136

515 244 7167

PL L

CIRCLE DRIVE ROAD

RELOCATE/WIDEN 636A6-10-714

8-18-2010

DES MOINES, IOWA

Concrete Sidewalk

Volunteer Parking Only LT

Volunteer Parking Only LT-RT Volunteer Parking Only LT-RT

Volunteer Parking Perm it Required LT-RT

Volunteer Parking Only RT

CP

AC

AC

CP

Do Not Enter

Stop

Do Not Enter

Stop

Ped Xing

W ood Deck

Handicap Parking

Handicap Parking

Entrance

Am bulance

Stop

Optic Cable

Buried Fiber

ICN W

arning

Snow Route

No Parking

C o n c r e t e

S id e w a lk

No W eapons

No Parking

Concrete

Asphalt

Concrete

F.F.E.=144.21

2" Vertical PIpe, 6" Tall

No Other Pipes Visible

F.L.=111.31 12" VCP S

Rim =121.51

Hot Box

W ater Meter Sensor

Steel Plate

Center of Trench Drain

Intake=136.82

Center of Trench Drain

Intake=143.97

Asphalt

A s p h a lt

Asphalt

Concrete Sidewalk C o n c r e t e

S id e w a lk

Concrete Sidewalk

Veteran’s Affairs

Departm ent of

Fasten Seatbelts

Stop

& Receiving LT

VA Shipping

18" RCP NNW

F.L.=113.88

C o n c

Asphalt

A s p h a lt

Concrete SidewalkGrass

Grass

W ood Steps

Grass

Grass Stone W all

Grass

Grass

Grass

Grass

Am bulance Bay

C o n c r e t e

S id e w a lk

Gaurd Shelter

Brick Pillar

Stop Ahead on

Brick Pillar

Concrete Curb

Concrete Curb

EB

EB

EB

EB

E

C

C C

G

G

M

RD

RDRD

RD

PARKING AREA No.7

7N

7S

LIBRARY, VOL SVC.

CANTEEN, CHAPEL, Electric W eather Heads

Electric W eather Heads

Electric W eather Heads

Electric W eather Heads

F.L.=131.20 ? VCP? SW

F.L.=131.12 10" ? W

NW

F.L.=134.72 8"? DIP? NW

F.L.=135.55 8"? DIP? N

F.L.=136.00 4" DIP? NE

Rim =141.58

BUILDING 4

NOGAP

100.000000

S_EDGE

.1

+3.00%

20.00’ V.C.

V.P.I. Sta. 3+25.00 V.P.I. Elev. = 137.50

+1.50%

50.00’ V.C.

V.P.I. Sta. 5+80.00

V.P.I. Elev. = 140.98

+1.00%

-4.70%

60.00’ V.C.

V.P.I. Sta. 6+70.00 V.P.I. Elev. = 136.75

+1.00%

50.00’ V.C.

V.P.I. Sta. 7+60.00

V.P.I. Elev. = 137.65

-3.50%

50.00’ V.C.

.5

V .P .I

S t a

.9

V .P .I

E le v

.8

V .P .I

S t a

.0

V .P .I

E le v

.2

+3.00%

+1.00%

-4.70%

.0

.0

.2

.5

.8

.1

.4

.7

.0

.2

.5

.7

.8

.0

.1

.3

.4

.6

.7

.9

.0

.2

.3

.5

.6

.8

.9

.1

.2

.3

.4

.5

.6

.7

.6

.5

.3

.9

.5

.1

.6

.1

.7

.3

.1

.9

.9

.0

.1

.2

.3

.4

.4

.3

.2

.9

.6

E L

.5

V

P T

.0

E L

.6

V

.0

.5

H y d r a n t

A s s e m b ly

.6

H y d r a n t

A s s e m b ly

.0

C o n n e c t t

E x is t in g

M a in

.0

C o n n e c t is t in g in

.5

C o n n e c t is t in g in

.7

C o n n e c t is t in g in

10" Water Main

10" Water Main

6" Water Main6" Water Main Connect to Existing 6" Main

Connect to Existing 10" Main

T/C=134.60

128.00 (Out E)

60.00 L.F. of 12" RCP @ 5.00%

.2

.0

R t

S T

S in g le

G a t e

In t a k w n h o le

.0

.4

R t

S T

C ir c u la r

S t o m n h o le

Existing 6" Main

Connect to

Existing 10" Main

Connect to

128.61 (Out SW)

Rim=141.35

128.81 (In NE)

129.06 (Out SW)

50.00 L.F. of 12" RCP @ 0.50%

136.10 (In NW)

Rim=139.60

129.16 (In N)

129.54 (Out S)

76.00 L.F. of 12" RCP @ 0.50%

T/C=136.95

129.64 (In W) 130.01 (Out E)

37.00 L.F. of 12" RCP @ 1.00%

Rim=137.50

130.25 (In N)

.5

.0

R t

S T

C ir c u la r

S t o n h o le

.1

.2

R t

S T

C ir c u la r

S t o n h o le

.7

.0

R t

S T

C ir c u la r

S t o n h o le

.9

.7

R t

S T

C ir c u la r

S t o n h o le

.3

.0

R t

S T

S in a t e

In t a n h o le

.2

V lv e

L .P

S t a

.0

L .P

E le v

.0

H.P. Sta. 5+60.53 H.P. Elev. = 140.73

L.P. Sta. 6+86.23 L.P. Elev. = 136.95

H.P. Sta. 7+46.11

H.P. Elev. = 137.45

M in

M in

M in

E L

.0

V

P T

.0

E L

.9

V

.0

E L

.4

V

.0

E L

.7

V

P T

.0

E L

.8

V

P T

.0

E L

.7

V

.0

E L

.1

V

P T

.9

E L

.1

V

.9

ST-12

Rim=130.50

ST-9

Rim=136.65

ST-12

117.30 (Out E)

ST-12

117.40 (In N)

ST-12

125.00 (In W)

127.30 (In E) ST-9

127.84 (In N) ST-9

127.20 (Out S) ST-9

127.82 (Out W)

.6

.0

R t

W

T e m p o r p e

Q s t in g

S T

C ir c u la r

S t o n h o le

90.00 L.F. of 15" RCP @ 0.58%

118.00 L.F. of 15" RCP @ 0.58%

Proposed Profile @ T.O.C

For Intake Temporary Grade Line

Future Rim=140.75

136.40 (In N) Future 6"

Grate=134.00

Type "Q" Casting

Temporary

127.92 (In NE&N)

1+00

2+00

3+00

4+00

5+00

8+00

GS-7

7+801+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 8+00 8+20

PLAN AND PROFILE

PAVEMENT AND UTILITY

SCALE (FEET)

Sta.7+67.54,16.34’RT Connect to Existing Main

Sta.7+63.79,14.97’RT Connect to Existing Main

Sta.2+36.25,18.00’RT

ST-11 Single Grate Intake With Manhole

Sta.2+96.09,21.42’RT

ST-12 Circular Storm Manhole

Sta.2+95.52,35.00’LT

ST-9 Circular Storm Manhole

Sta.6+10.70,3.00’RT

ST-5 Circular Storm Manhole

Sta.6+95.95,35.79’LT

ST-3 Circular Storm Manhole

Sta.2+85.52,3.00’RT Hydrant Assembly

Sta.2+79.20,8.00’RT 45° Bend

Sta.2+68.95,2.25’LT Connect to Existing Main

Sta.2+70.00,4.03’LT Connect to Existing Main

Sta.2+80.03,6.00’RT 45° Bend

Sta.2+73.58,2.38’RT 6" Valve

Sta.6+86.32,0.00’LT

ST-4 Single Grate Intake with Manhole

Sta.6+68.65,6.32’RT Hydrant Assembly

Sta.2+96.00,13.00’RT Storm/Wall Crossing

Sta.3+33.82,45.94’RT

ST-13 Circular Storm Manhole

HIGH VOLTAGE ELECTRIC LINE.

CAUTION:

10/15/10

04/05/12

Sta.3+26.33,52.47’LT

ST-14 Circular Area Intake

Sta.5+81.18,40.28’LT

ST-6 Circular Storm Manhole

Sta.3+81.68,61.00’LT

With Temporary Type "Q" Casting

ST-7 Circular Storm Manhole

Sta.5+96.74,54.99’LT

Plug 12"…