RFB935500-01 - Drawings - DVA IVH Courtyard Sun Shades.pdf

E41

E35

E29

0 0.1

A B C D E F

A B C D E F

Io w a

Il lin oi s

In di an a

N eb ra sk a

W is co ns in

W es to w n Pk w y, S ui te

W es t D es

M oi ne s, Io w a

5.

3.

w w w

.s hi ve -h at te ry .c om

DVA IVH COURTYARD SUN SHADES

PROJECT NO. 9355.00

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL:

My License Renewal Date is: DECEMBER 31, Printed or typed name:

License Number:

Signature: Date

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT DESCRIBED

BELOW WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF IOWA.

ALL SHEETS

CHRISTOPHER R. BAUER

19737

CIVIL ENGINEER

12/04/2023

CHRISTOPHER

ROBERT

BAUER

19737

MARSHALLTOWN, IA 50158

PROJECT MAPVICINITY MAP

1301 SUMMIT ST.

IOWA VETERANS HOME

GENERAL NOTES

1. THE LOCATIONS OF UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS PLOTTED ON THESE

DRAWINGS ARE APPROXIMATE ONLY AND WERE OBTAINED FROM RECORDS MADE AVAILABLE TO

SHIVE-HATTERY, INC. THERE MAY BE OTHER EXISTING UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS NOT KNOWN TO SHIVE-HATTERY, INC. AND NOT SHOWN ON THESE DRAWINGS. THE VERIFICATION OF EXISTENCE OF, AND THE DETERMINATION OF THE EXACT LOCATION OF, UTILITY

MAINS, STRUCTURES AND SERVICE CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE

CONSTRUCTION CONTRACTOR(S).

2. CONTRACTOR SHOULD ANTICIPATE THAT ADDITIONAL UTILITIES THAT ARE NOT SHOWN WILL BE ENCOUNTERED. CONTRACTOR TO WORK WITH CONSTRUCTION MANAGER AND FACILITY AS REQUIRED

TO MAKE FIELD ADJUSTMENTS.

3. IOWA CODE UNDERGROUND FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ONE-CALL

1-800-292-8989, NOT LESS THAN 48 HOURS BEFORE EXCAVATING, EXCLUDING WEEKENDS AND

HOLIDAYS.

4. NOTIFY UTILITY COMPANIES WHOSE FACILITIES ARE SHOWN ON THE PLANS OR KNOWN TO BE WITHIN

THE CONSTRUCTION LIMITS OF THE SCHEDULE PRIOR TO EACH STAGE OF CONSTRUCTION.

5. CONTRACTOR SHALL VERIFY AND COORDINATE WITH OWNER TO LOCATE ALL PRIVATE UTILITIES

WHICH WILL BE IMPACTED BY CONSTRUCTION.

6. THE MEANS OF THE WORK AND THE SAFETY OF THE CONTRACTOR'S EMPLOYEES ARE SOLELY THE

RESPONSIBILITY OF THE CONTRACTOR.

7. NO WORK SHALL BE PERFORMED BEYOND THE PROJECT LIMITS WITHOUT PRIOR AUTHORIZATION

FROM THE OWNER'S REPRESENTATIVE.

8. UNLESS OTHERWISE SPECIFIED, ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

MOST RECENT EDITION OF THE IOWA STATEWIDE URBAN DESIGN SPECIFICATIONS FOR PUBLIC

IMPROVEMENTS.

9. PROTECT EXISTING UTILITIES AND STRUCTURES TO REMAIN DURING CONSTRUCTION.

10. MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT THE PROJECT DURATION.

11. SITE CLEANUP SHALL BE PERFORMED ON A DAILY BASIS. DRIVES, ROADWAYS, ETC. SHALL BE KEPT

CLEAN AT ALL TIMES.

12. ALL OPEN EXCAVATIONS SHALL BE PROTECTED.

13. CONTROL DUST SPREADING FROM ALL WORK AND STAGING AREAS.

14. ANY WORK REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT, BUT NOT SPECIFICALLY CALLED OUT, SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO ADDITIONAL COMPENSATION SHALL

BE ALLOWED FOR THE COMPLETION OF THIS WORK.

15. REPAIR OR REPLACE DAMAGED FACILITIES (WALLS, PAVEMENT, UTILITIES, FENCES, ETC.) TO REMAIN

AT NO ADDITIONAL EXPENSE TO THE OWNER.

16. WORK WHICH DOES NOT CONFORM TO THE REQUIREMENTS OF THE CONTRACT WILL BE CONSIDERED

UNACCEPTABLE. UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF

DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS OR ANY OTHER CAUSE FOUND TO EXIST

PRIOR TO THE FINAL ACCEPTANCE OF THE WORK SHALL BE REMOVED AND REPLACED IN AN

ACCEPTABLE MANNER AS REQUIRED BY OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S

EXPENSE. WORK DONE CONTRARY TO THE INSTRUCTIONS OF THE OWNER'S REPRESENTATIVE, WORK

DONE BEYOND THE LINES SHOWN ON THE PLANS OR ANY EXTRA WORK DONE WITHOUT WRITTEN

AUTHORIZATION WILL NOT BE PAID FOR.

17. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE REGULATIONS/CODES AND

OSHA STANDARDS.

18. CONTRACTOR TO REPAIR AND REPLACE ANY DAMAGE TO EXISTING ROADS AND SIDEWALKS CAUSED

BY CONSTRUCTION ACTIVITIES.

19. CONTRACTOR SHALL PROVIDE ALL TRAFFIC AND PEDESTRIAN CONTROL ACCORDING TO MUTCD AND AS REQUESTED BY OWNER. CONTRACTOR SHALL ASSUME PEDESTRIAN TRAFFIC WILL BE OCCUPYING

THE COURTYARD AREA THROUGHOUT CONSTRUCTION AND SHALL WORK WITH CONSTRUCTION

MANAGER TO FENCE OFF CONSTRUCTION AREAS.

20. CONTRACTOR SHALL PROVIDE ALL SURVEY STAKING REQUIRED TO COMPLETE THE PROJECT.

CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING PROJECT CONTROL AND LAYOUT AS REQUIRED.

21. CONTRACTOR SHALL FIELD LOCATE AND ADJUST SUN SHADE STRUCTURES AND FOUNDATIONS AS REQUIRED BASED ON ACTUAL FIELD CONDITIONS AND UTILITY LOCATES. NO ADDITIONAL PAYMENT

FOR FIELD ADJUSTMENTS TO AVOID EXISTING UTILITIES WILL BE MADE.

PROJECT

LOCATION

PROJECT

LOCATION

US-30

IOWA

VETERANS

HOMEMARSHALLTOWN, IA

D R

AW

N

AP

PR

O

VE

D

IS

SU

ED

F

O R

D

AT

E:

FI

EL

D B

O O

K:

PR

O

JE

C

T N

O

C

LI

EN

T

N O

Pr in te d: C000

CO

VE

R

SH

EE

T

ED

R

CR

B

CO

NS

TR

UC

TI

O

N

/4

/2

D

VA

IV

H

C O

U R

TY

AR

D S

U N

SH

AD

ES

IO

W

A

VE

TE

RA

NS

H

O M

E

S

UM

M

IT

S T, M

AR

SH

AL

LT

O

W N, IO

W

A

P:

\P ro je ct s\

DM

\2

0\ De liv er ab le s\ Dr aw in gs \1

_C ivi l\C

CO

VE

R

SH

EE

T.

dw g

/1 /2

2:

:4

PM

CONTACT INFORMATION

OWNERENGINEER

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

STATE DESIGN AND CONSTRUCTION RESOURCES BUREAU

ATTN: BRAD TONYAN

BRAD.TONYAN@IOWA.GOV

109 SE 13TH STREET

DES MOINES, IOWA 50319

PHONE: 515-360-7718

SHIVE-HATTERY, INC.

ATTN: CHRIS BAUER

CBAUER@SHIVE-HATTERY.COM

4125 WESTOWN PKWY, SUITE 100

WEST DES MOINES, IOWA 50266

PHONE: (515) 223-8104

SITE ADDRESS

IOWA VETERANS HOME

1301 SUMMIT STREET

MARSHALLTOWN, IA 50158

CONSTRUCTION MANAGER

DCI GROUP

ATTN: MICHAEL STEEN

MICHAELS@DCIGROUP-US.COM

220 SE 6TH ST, SUITE 200

DES MOINES, IOWA 50309

PHONE: (515) 975-8348

LIGHT POST

FIRE HYDRANT

VALVE

CLEANOUT

DRAINAGE MANHOLE

SANITARY MANHOLE

CURB INTAKE

GAS MAIN

SANITARY SEWER

MINOR CONTOUR

STORM SEWER

FIBER OPTIC

WATER MAIN

TREE

TREE REMOVAL

CURB AND GUTTER (PCC)

MAJOR CONTOUR

STORM INTAKE

BOLLARD

BUILDING

909 909

PROPOSEDDESCRIPTIONEXISTING

SUBDRAIN

FLARED END SECTION

TRANSFORMER

LEGEND

Sheet List Table Sheet Number Sheet Title

C000 COVER SHEET

C001 GENERAL NOTES AND LEGEND

C101 OVERALL SITE PLAN

C102 SUN SHADE PLAN

C103 SUN SHADE PLAN

A B C D E F

A B C D E F

Io w a

Il lin oi s

In di an a

N eb ra sk a

W is co ns in

W es to w n Pk w y, S ui te

W es t D es

M oi ne s, Io w a

5.

3.

w w w

.s hi ve -h at te ry .c om

THE MOST RECENT EDITION OF THE IOWA STATEWIDE URBAN DESIGN

SPECIFICATIONS FOR PUBLIC IMPROVEMENTS SHALL APPLY TO ALL

WORK PERFORMED ON THIS PROJECT EXCEPT AS MODIFIED HEREIN.

TRAFFIC AND PEDESTRIAN CONTROL NOTES

1. CONTRACTOR MUST MAINTAIN EMERGENCY EGRESS ACCESS TO BUILDINGS THROUGHOUT CONSTRUCTION, UNLESS OTHERWISE APPROVED BY OWNER.

2. CONTRACTOR MUST MAINTAIN FIRE DEPARTMENT ACCESS TO COURTYARD THROUGHOUT CONSTRUCTION.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL VEHICULAR AND PEDESTRIAN TRAFFIC DURING

CONSTRUCTION AND PROVIDE ADEQUATE TRAFFIC AND PEDESTRIAN CONTROL AND SIGNAGE.

4. CONTRACTOR TO INSTALL AND MAINTAIN ORANGE CONSTRUCTION FENCE AROUND ALL AREAS OF ACTIVE CONSTRUCTION. CONTRACTOR SHALL ASSUME PEDESTRIAN TRAFFIC WILL BE IN THE AREA THROUGHOUT THE

PROJECT DURATION.

EROSION CONTROL NOTES

1. AN NPDES PERMIT WILL NOT BE REQUIRED FOR THE PROJECT AS IT WILL HAVE A TOTAL DISTURBED AREA OF

LESS THAN ONE ACRE.

2. USE ALL AVAILABLE MEANS TO MINIMIZE THE AMOUNT OF SOIL EROSION CAUSED BY THE WORK OF THE PROJECT. REPAIRS TO SOIL EROSION CONTROL DEVICES SHALL BE COMPLETED WITHIN 2 DAYS FROM

NOTIFICATION.

3. CONTRACTOR SHALL STILL COMPLY WITH APPLICABLE IOWA DNR, US EPA AND LOCAL REGULATIONS DEALING WITH STORMWATER RUNOFF AND EROSION CONTROL. AT A MINIMUM, CONTRACTOR SHALL INSTALL ALL

STORMWATER CONTROL STRUCTURES AS INDICATED ON THE DRAWINGS AND AS REQUIRED.

4. PROVIDE CONCRETE WASHOUT FACILITIES AS NEEDED.

DEMOLITION NOTES

1. REMOVAL REQUIREMENTS SHOWN ON THE PLANS SHOULD BE CONSIDERED MINIMUM REMOVAL AND REPLACEMENT REQUIREMENTS. CONTRACTORS SHALL ADJUST REMOVAL LIMITS AND DIMENSIONS AS REQUIRED BY CONSTRUCTION MEANS AND METHODS AND ACTUAL SITE CONDITIONS. CONTRACTORS SHOULD FACTOR ADDITIONAL ANTICIPATED REMOVAL AND REPLACEMENT REQUIREMENTS INTO THEIR BIDS AS ADDITIONAL COMPENSATION REQUESTS FOR ADJUSTED OR EXPANDED REMOVAL LIMITS WILL NOT BE APPROVED.

2. CONTRACTOR SHALL REPLACE AT NO COST TO THE OWNER ALL STREETS, DRIVES, SIDEWALKS, CURB AND GUTTER, SIGNS, PAVEMENT MARKINGS, LIGHTS, FENCES AND ALL OTHER SURFACE STRUCTURES NOT SCHEDULED TO BE REMOVED DURING THE COURSE OF THE WORK THAT ARE DAMAGED BY THE CONTRACTOR.

3. WHERE A SECTION OF PAVEMENT, CURB AND GUTTER, OR SIDEWALK IS CUT OR OTHERWISE DAMAGED BY THE CONTRACTOR, THE ENTIRE SECTION SHALL BE REMOVED AND REPLACED. PAVEMENT, CURBS, GUTTERS, AND SIDEWALKS SHALL BE REMOVED TO THE NEAREST JOINT A MINIMUM OF TWO FEET BEYOND THE EDGE OF ALL EXCAVATIONS. CONTRACTOR SHALL DOCUMENT (OR PHOTO) ALL CRACKED PCC PAVEMENT OR DAMAGED HMA PAVEMENT PRIOR TO CONSTRUCTION. IF NEW CRACKS IN PCC PAVEMENT DEVELOP OR HMA PAVEMENT IS DAMAGED DUE TO THE CONSTRUCTION TRAFFIC (EXTENDS BEYOND CONSTRUCTION LIMITS), CONTRACTOR SHALL

REPLACE DAMAGED AREA AT NO ADDITIONAL COST TO OWNER.

4. ALL LANDSCAPING AND TREES CALLED OUT TO BE REMOVED SHOULD BE REMOVED IN THEIR ENTIRETY, INCLUDING STUMPS AND ROOTS LARGER THAN 2". PROVIDE COMPACTED SOIL BACKFILL FOR ALL VOIDS CREATED.

5. ALL LANDSCAPING INCLUDING TREES, SHRUBS, PERENNIALS NOT CALLED OUT TO BE REMOVED OR APPROVED FOR REMOVAL BY CONSTRUCTION MANAGER SHALL BE PROTECTED AND REPLACED AT NO COST TO THE OWNER

IF DAMAGED DURING CONSTRUCTION.

EXCAVATION NOTES

1. STRIP, STOCKPILE, AND RESPREAD A MINIMUM OF 6” OF TOPSOIL IN ALL SOD AREAS DISTURBED BY CONSTRUCTION. DISTURBED AREAS SHALL BE LEFT IN SMOOTH CONDITION READY FOR FINAL SEEDBED PREPARATION. GRADE ALL DISTURBED ARES TO DRAIN AS PONDING OF WATER WILL NOT BE ACCEPTABLE.

2. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH AND FILL SETTLEMENT FOR THE PROJECT'S ONE YEAR WARRANTY PERIOD. CONTRACTOR SHALL PROVIDE ADDITIONAL FILL MATERIAL AND IS RESPONSIBLE FOR

RESEEDING OF ALL SETTLEMENT AREAS AFTER SITE RESTORATION HAS BEEN COMPLETED.

3. CONTRACTOR IS RESPONSIBLE FOR IDENTIFICATION AND LOCATION OF EXISTING UTILITIES, INCLUDING THE NEED FOR POT HOLING OR HAND EXCAVATION AS REQUIRED BY THE CONTRACTORS MEANS AND METHODS.

SURFACE RESTORATION NOTES

1. ALL DISTURBED AREAS NOT PAVED ON THE SITE SHALL RECEIVE 6" TOPSOIL PRIOR TO SODDING. SCARIFY AREAS TO RECEIVE TOPSOIL TO A MINIMUM DEPTH OF 4". REMOVE ALL STONES, WOOD AND OTHER DEBRIS

LARGER THAN 2" FROM AREAS TO RECEIVE TOPSOIL. DO NOT COMPACT TOPSOIL.

2. ALL DISTURBED AREAS NOT PAVED OR IN LANDSCAPE BEDS ON THE SITE SHALL BE SODDED.

3. ANY SODDING LIMITS SHOWN SHOULD BE CONSIDERED MINIMUMS AS CONTRACTOR IS RESPONSIBLE FOR ALL SURFACE RESTORATION REQUIRED FOR AREAS DISTRIBUTED BY CONSTRUCTION. ADDITIONAL PAYMENT WILL NOT BE MADE FOR SODDING/SEEDING BEYOND MINIMUM LIMITS SHOWN ON THE DRAWINGS.

4. CONTRACTOR TO RESTORE ALL LANDSCAPE BED AREAS DISTURBED BY CONSTRUCTION. REPLACE ROCK

MULCH AREAS TO MATCH EXISTING MATERIALS.

CONTRACTOR STAGING

1. COORDINATE ALL REQUIRED STAGING AREAS WITH FACILITY AND CONSTRUCTION MANAGER.

2. CONTRACTOR IS RESPONSIBLE FOR ALL SURFACE RESTORATION REQUIRED FOR STAGING AND ACCESS

ROUTES, IF DISTURBED BY CONSTRUCTION.

SPECIFICATIONS

THE MOST RECENT EDITION OF THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) SHALL APPLY TO ALL

SITE WORK PERFORMED ON THIS PROJECT EXCEPT AS MODIFIED HEREIN.

A. CONCRETE PAVING:

CONCRETE: MATERIALS AND MIXING FOR ALL CONCRETE WORK, UNLESS OTHERWISE SPECIFIED, SHALL CONFORM TO

IOWA DOT SPECIFICATIONS FOR AIR-ENTRAINED TYPE C-4 MIX WITH TYPE I CEMENT

FLY ASH (CONTRACTOR'S OPTION AS ADDITIONAL PAYMENT WILL NOT BE PROVIDED IF FLY ASH IS NOT AVAILABLE) - ASTM

C618, TYPE C, NOT TO EXCEED 15% OF CEMENTITIOUS MATERIAL.

COARSE AGGREGATE DURABILITY SHALL BE CLASS III, 3/4" MAX.

COMPRESSIVE STRENGTH 2800 PSI @ 7 DAYS AND 4000 PSI @ 28 DAYS

SLUMP: 3" ± 1" or 8" MAXIMUM WITH SUPER PLASTICIZER.

AIR CONTENT: 7.0% ± 1.0%

WATER/CEMENT RATIO: NOT TO EXCEED 0.53

FINISH: HEAVY BROOM FINISH

TESTING - ONE SET OF TEST CYLINDERS REQUIRED FOR EACH 100 C.Y. OR PORTION THEREOF, OF CONCRETE POURED PER WORK LOCATION. CONCRETE TESTING TO BE DONE AND PAID FOR BY OWNER. CONTRACTOR SHALL COORDINATE

AND SCHEDULE ALL REQUIRED TESTING AND GEOTECHNICAL WORK.

SURFACE CURING: CONTRACTOR SHALL APPLY WHITE PIGMENT LIQUID CURING COMPOUND IN A FINE SPRAY TO FORM CONTINUOUS UNIFORM FILM AFTER FINISHING AND SURFACE MOISTURE HAS DISAPPEARED, OR WITHIN 30 MINUTES

AFTER FORMS ARE REQUIRED.

COLD-WEATHER PLACEMENT: COMPLY WITH ACI 306.1 AND AS FOLLOWS. PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH THAT COULD BE CAUSED BY FROST, FREEZING ACTIONS, OR LOW TEMPERATURES.

1. WHEN AVERAGE HIGH AND LOW TEMPERATURE IS EXPECTED TO FALL BELOW 40 DEG F FOR THREE SUCCESSIVE

DAYS, MAINTAIN DELIVERED CONCRETE MIXTURE TEMPERATURE WITHIN THE TEMPERATURE RANGE REQUIRED BY

ACI 301.

2. DO NOT USE FROZEN MATERIALS OR MATERIALS CONTAINING ICE OR SNOW. DO NOT PLACE CONCRETE ON FROZEN

SUBGRADE OR ON SUBGRADE CONTAINING FROZEN MATERIALS.

3. DO NOT USE CALCIUM CHLORIDE, SALT, OR OTHER MATERIALS CONTAINING ANTIFREEZE AGENTS OR CHEMICAL

ACCELERATORS UNLESS OTHERWISE SPECIFIED AND APPROVED IN MIXTURE DESIGNS.

PROVIDE OWNERS REPRESENTATIVE WITH CONCRETE MIX DESIGN FOR APPROVAL.

B. REINFORCING STEEL:

PAVING REINFORCEMENT SHALL BE ASTM A615 GRADE 60, AND SHALL HAVE A PROTECTIVE COATING OF EPOXY APPLIED

BY ELECTROSTATIC SPRAY METHOD IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A775.

C. DEMOLITION:

REMOVE OBSTRUCTIONS TO PERMIT INSTALLATION OF NEW CONSTRUCTION. REMOVE AND DISPOSE OF OBSTRUCTIONS TO A MINIMUM DEPTH OF 12 INCHES BELOW EXPOSED SUBGRADE OR PROPOSED SUBGRADE ELEVATION, WHICHEVER IS LOWER. FILL DEPRESSIONS CAUSED BY DEMOLITION OPERATIONS WITH SATISFACTORY SOIL MATERIAL. PLACE FILL MATERIAL IN HORIZONTAL LAYERS NOT EXCEEDING A LOOSE DEPTH OF 8 INCHES, AND COMPACT EACH LAYER TO A

DENSITY EQUAL TO ADJACENT ORIGINAL GROUND OR SPECIFIED FILL REQUIREMENTS.

D. TRAFFIC AND PEDESTRIAN CONTROL:

PROVIDE BARRICADES, FENCING, AND OTHER DEVICES TO KEEP UNAUTHORIZED PERSONNEL FROM PROJECT SITE.

PROTECT THE CONCRETE PAVEMENT DURING INITIAL CURE, AND PROTECT OR DELINEATE THE WORK AREA AS DIRECTED

BY THE OWNER.

KEEP INTERFERENCE WITH TRAFFIC TO A MINIMUM. DO NOT BLOCK EXISTING SITE ROADWAYS UNLESS APPROVED BY

OWNER.

K. SODDING:

SOD MATERIALS AND INSTALLATION SHALL MEET SUDAS SODDING SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR SODBED PREPARATION AND FIRST AND SECOND APPLICATIONS OF FERTILIZER. CONTRACTOR RESPONSIBLE FOR 2 WEEKS OF WATERING FOLLOWING SOD INSTALLATION. OWNER IS RESPONSIBLE FOR ALL WATERING AND MAINTENANCE FOLLOWING 2 WEEKS POST INSTALLATION. CONTRACTOR SHALL COORDINATE WITH AND PROVIDE DIRECTION TO OWNER ON RECOMMENDED WATERING AND MAINTENANCE. ACCEPTANCE WILL BE COMPLETED A MINIMUM OF 60 DAYS AFTER

INSTALLATION.

L. TOPSOIL:

STRIP, STOCKPILE, AND RESPREAD TOPSOIL IN ALL AREAS TO BE SODDED AND LANDSCAPE BEDS DISTURBED BY THE PROJECT. THE DEPTH OF TOPSOIL SHALL BE A MINIMUM OF 6" AFTER NATURAL SETTLEMENT AND SHALL CONFORM SMOOTHLY TO THE ADJACENT LINES, GRADES, AND ELEVATIONS. PROVIDE ADDITIONAL TOPSOIL AS REQUIRED.

M. MULCH:

LANDSCAPE PLANTING BEDS THAT HAVE BEEN DISTURBED BY THE PROJECT SHALL BE RESTORED WITH ROCK MULCH TO MATCH EXISTING SURFACE CONDITION. PLACE WEED BARRIER UNDER ALL NEW ROCK WITH A MINIMUM THICKNESS OF 4".

TOP OF ROCK MULCH SHALL BE 1/2" BELOW TOP OF ADJACENT PCC PAVING.

D R

AW

N

AP

PR

O

VE

D

IS

SU

ED

F

O R

D

AT

E:

FI

EL

D B

O O

K:

PR

O

JE

C

T N

O

C

LI

EN

T

N O

Pr in te d: C001

G

EN

ER

AL

N O

TE

S

AN

D

LE

G

EN

D

ED

R

CR

B

CO

NS

TR

UC

TI

O

N

/4

/2

D

VA

IV

H

C O

U R

TY

AR

D S

U N

SH

AD

ES

IO

W

A

VE

TE

RA

NS

H

O M

E

S

UM

M

IT

S T, M

AR

SH

AL

LT

O

W N, IO

W

A

P:

\P ro je ct s\

DM

\2

0\ De liv er ab le s\ Dr aw in gs \1

_C ivi l\C

G

EN

ER

AL

N

O

TE

S

AN

D

LE

G

EN

D.

dw g

/1 /2

2:

:4

PM

C4 DESIGN INTENT FOR SQUARE SUN SHADE - FOR REFERENCE ONLY E4 DESIGN INTENT FOR ALTERNATE 1 SUN SHADE - FOR REFERENCE ONLY

MALLOY

BUILDING

BUILDING

DACK

BUILDING

SHEELER

BUILDING

LOFTUS

BUILDING

BUILDING

STORM INTAKE

RIM=929.44

IE=928.44

STORM INTAKE

RIM=928.49

IE=927.59

STORM INTAKE

RIM=929.24

IE=926.74

STORM INTAKE

RIM=930.07

IE=927.77

STORM INTAKE

RIM=926.48

IE=924.93

CHILLED

WATER RETURN

(PER RECORD)

CHILLED

WATER SUPPLY

(PER RECORD)

(PER RECORD)

(PER RECORD)

(PER RECORD)

(PER RECORD)

(P

ER R

ECORD)

(PER RECORD)

(PER RECORD)(P

ER R

ECORD)

(PER RECORD)

(PER RECORD)

(P

ER

R

EC

O

RD

(PER RECORD)

(P

ER

R

EC

O

RD

(P

ER

R

EC

O

RD

24" OAK

24" HL

24" HL

3" JAP LILAC

3" JAP LILAC

3" JAP LILAC

36" OAK

12" MAPLE

5" REDBUD

30"

CURB INTAKE

RIM=925.14

INV (8")=921.64

FF = 934.12

FF = 934.17

FF = 930.63

FF = 930.56

40" OAK

SANITARY MH

RIM=930.49

FF = 930.62

STORM INTAKE

RIM=930.08

10" MAPLE

22" OAK

12" MAPLE

FF = 932.64

FF = 934.21

5" MAPLE

FF = 934.13

5" 4" 2

6" PVC

6" P

VC

6" DIP

6" R

C

P 6" DIP

6"

PVC

ABANDONED

18" MAPLE

SECURITY CAMERA

LOUDSPEAKER

LOUDSPEAKER

LOUDSPEAKER

HOSE

HOSE

HOSE

HOSE

HOSE

SECURITY CAMERA

4"

PVC

TRENCH

EL:930.55

4" PVC

FL: 929.61

TRENCH

EL:930.55

STORM INTAKE

RIM=933.92

BOTTOM WELL EL=931.39

FL (E)=932.01

FL (W)=931.91

STORM INTAKE

RIM=933.68

BOTTOM WELL EL=931.72

CURB INTAKE

RIM=925.40

INV=922.19 (N)

INV=921.94 (SE)

10 OFF

10 OFF

SUN SHADE LOCATION 1

SEE SHEET C102

SUN SHADE LOCATION 2

SEE SHEET C103

ALTERNATE 1 SUN SHADE

SEE SHEET C103

POTENTIAL MATERIAL

STAGING AREA -

COORDINATE EXACT

LOCATION AND SIZE WITH

CONSTRUCTION

MANAGER AND OWNER.

A B C D E F

A B C D E F

Io w a

Il lin oi s

In di an a

N eb ra sk a

W is co ns in

W es to w n Pk w y, S ui te

W es t D es

M oi ne s, Io w a

5.

3.

w w w

.s hi ve -h at te ry .c om

D R

AW

N

AP

PR

O

VE

D

IS

SU

ED

F

O R

D

AT

E:

FI

EL

D B

O O

K:

PR

O

JE

C

T N

O

C

LI

EN

T

N O

Pr in te d: C101

O

VE

RA

LL

S

IT

E

PL

AN

ED

R

CR

B

CO

NS

TR

UC

TI

O

N

/4

/2

D

VA

IV

H

C O

U R

TY

AR

D S

U N

SH

AD

ES

IO

W

A

VE

TE

RA

NS

H

O M

E

S

UM

M

IT

S T, M

AR

SH

AL

LT

O

W N, IO

W

A

P:

\P ro je ct s\

DM

\2

0\ De liv er ab le s\ Dr aw in gs \1

_C ivi l\C

SI

TE

P

LA

N.

dw g

/1

/2

2:

:5

PM

NORTH

FF = 934.17

35.00'

.0

0'

FOOTING FOR SUN SHADE

SUPPORT COLUMN. CONTRACTOR

TO EXCAVATE OR POT HOLE

FOOTINGS TO LOCATE AND AVOID

UTILITIES, TYP.

FOOTING FOR SUN SHADE

SUPPORT COLUMN. CONTRACTOR

TO EXCAVATE OR POT HOLE

FOOTINGS TO LOCATE AND AVOID

UTILITIES, TYP.

FOOTING FOR SUN SHADE

SUPPORT COLUMN. CONTRACTOR

TO EXCAVATE OR POT HOLE

FOOTINGS TO LOCATE AND AVOID

UTILITIES, TYP.

FOOTING FOR SUN SHADE

SUPPORT COLUMN. CONTRACTOR

TO EXCAVATE OR POT HOLE

FOOTINGS TO LOCATE AND AVOID

UTILITIES, TYP.

0.

4.

2.71'

2.29'

SUN SHADE LOCATION 1: SQUARE SUN SHADE

WITH 4 SUPPORT COLUMNS AND 4 EQUAL SIZED

TRIANGULAR SHADE SAILS, BY SHADE SYSTEMS

OR APPROVED EQUAL.

SEE SPECIFICATION.

A B C D E F

A B C D E F

Io w a

Il lin oi s

In di an a

N eb ra sk a

W is co ns in

W es to w n Pk w y, S ui te

W es t D es

M oi ne s, Io w a

5.

3.

w w w

.s hi ve -h at te ry .c om

D R

AW

N

AP

PR

O

VE

D

IS

SU

ED

F

O R

D

AT

E:

FI

EL

D B

O O

K:

PR

O

JE

C

T N

O

C

LI

EN

T

N O

Pr in te d: C102

SU

N

SH

AD

E

PL

AN

ED

R

CR

B

CO

NS

TR

UC

TI

O

N

/4

/2

D

VA

IV

H

C O

U R

TY

AR

D S

U N

SH

AD

ES

IO

W

A

VE

TE

RA

NS

H

O M

E

S

UM

M

IT

S T, M

AR

SH

AL

LT

O

W N, IO

W

A

P:

\P ro je ct s\

DM

\2

0\ De liv er ab le s\ Dr aw in gs \1

_C ivi l\C

SI

TE

P

LA

N.

dw g

/1

/2

2:

:0

PM

NORTH

1 SUN SHADE LOCATION 1

GENERAL NOTES:

1. THE LOCATIONS OF PLANTS AND TREES SHOWN ARE APPROXIMATE, BASED OFF OF CONSTRUCTION DRAWINGS, AND WERE NOT FIELD LOCATED. CONTRACTOR SHALL MARK ALL TREES AND PLANTS THAT WILL BE IMPACTED BY THE PROPOSED PROJECT IMPROVEMENTS AND COORDINATE WITH THE CONSTRUCTION MANAGER AND OWNER

PRIOR TO REMOVAL/RELOCATION.

2. THE CONTRACTOR SHALL COORDINATE AND PROVIDE THE OWNER THE ABILITY TO RELOCATE OR TRIM PLANTS

AND TREES PRIOR TO CONSTRUCTION AT THEIR DISCRETION.

3. CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY PLANTS AND MATERIALS THAT THE OWNER CHOOSES NOT TO

RELOCATE.

4. CONTRACTOR TO LAYOUT PROPOSED SUN SHADE LOCATIONS AND CONFIRM EXACT LOCATIONS WITH

CONSTRUCTION MANAGER AND OWNER.

CP22 CX

6" PVC

HOSE

4"

PVC

FOOTING FOR SUN SHADE

SUPPORT COLUMN. CONTRACTOR

TO EXCAVATE OR POT HOLE

FOOTINGS TO LOCATE AND AVOID

UTILITIES, TYP.

FOOTING FOR SUN SHADE

SUPPORT COLUMN. CONTRACTOR

TO EXCAVATE OR POT HOLE

FOOTINGS TO LOCATE AND AVOID

UTILITIES, TYP.

FOOTING FOR SUN SHADE

SUPPORT COLUMN. CONTRACTOR

TO EXCAVATE OR POT HOLE

FOOTINGS TO LOCATE AND AVOID

UTILITIES, TYP.

FOOTING FOR SUN SHADE

SUPPORT COLUMN. CONTRACTOR

TO EXCAVATE OR POT HOLE

FOOTINGS TO LOCATE AND AVOID

UTILITIES, TYP.

SUN SHADE LOCATION 2: CUSTOM SUN SHADE

WITH 4 SUPPORT COLUMNS AND 1 SHADE SAIL, BY

SHADE SYSTEMS OR APPROVED EQUAL. SEE

SPECIFICATION.

EXISTING UTILITY TUNNELL

3.

15.00'

ALTERNATE 1: SINGLE COLUMN 15'X15'

CANTILEVER SUN SHADE, BY SHADE

SYSTEMS OR APPROVED EQUAL. SEE

SPECIFICATION.

FOOTING FOR SUN SHADE

SUPPORT COLUMN. CONTRACTOR

TO EXCAVATE OR POT HOLE

FOOTINGS TO LOCATE AND AVOID

UTILITIES, TYP.

31.15'

27.78'

40.09'

.5

1'

.0

0'

4.00'

4.00'

A B C D E F

A B C D E F

Io w a

Il lin oi s

In di an a

N eb ra sk a

W is co ns in

W es to w n Pk w y, S ui te

W es t D es

M oi ne s, Io w a

5.

3.

w w w

.s hi ve -h at te ry .c om

D R

AW

N

AP

PR

O

VE

D

IS

SU

ED

F

O R

D

AT

E:

FI

EL

D B

O O

K:

PR

O

JE

C

T N

O

C

LI

EN

T

N O

Pr in te d: C103

SU

N

SH

AD

E

PL

AN

ED

R

CR

B

CO

NS

TR

UC

TI

O

N

/4

/2

D

VA

IV

H

C O

U R

TY

AR

D S

U N

SH

AD

ES

IO

W

A

VE

TE

RA

NS

H

O M

E

S

UM

M

IT

S T, M

AR

SH

AL

LT

O

W N, IO

W

A

P:

\P ro je ct s\

DM

\2

0\ De liv er ab le s\ Dr aw in gs \1

_C ivi l\C

SI

TE

P

LA

N.

dw g

/1

/2

2:

:1

PM

NORTH

1 SUN SHADE LOCATION 2 AND ALTERNATE 1 SUN SHADE