Amd 02 Civil DWGS reissued.pdf

CS102

SCALE:

SITE PLAN 11:500

LEGEND:

EXISTING HMA PAVEMENT

NEW HMA PAVEMENT

EXISTING PCC SIDEWALK/PAVEMENT

NEW PCC SIDEWALK/PAVEMENT

TYP x5

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN METERS UNLESS

OTHERWISE NOTED.

TYP

TYP

TYP

PLAN

NORTH

PLAN

NORTH

NOTES:

1. EXISTING SITE FEATURES ARE CONCEPTUAL. THE EXISTING

SITE FEATURES ARE BASED UPON THE FINAL DESIGN FOR

PROJECT J-001B.

2. VERIFY LOCATION AND INVERT OF EXISTING UTILITIES PRIOR

TO CONSTRUCTION.

3. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE

FEATURES MUST REMAIN. PROTECT EXISTING FEATURES TO

REMAIN.

NOTES:

1. EXISTING SITE FEATURES ARE CONCEPTUAL. THE EXISTING

SITE FEATURES ARE BASED UPON THE FINAL DESIGN FOR

PROJECT J-001B.

2. VERIFY LOCATION AND INVERT OF EXISTING UTILITIES PRIOR

TO CONSTRUCTION.

3. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE

FEATURES MUST REMAIN. PROTECT EXISTING FEATURES TO

REMAIN.

ACCESSIBLE ROUTE

TO BUILDING

CS403

CS402

CS403

KEYNOTES:* KEYNOTES:*

1. NOT USED

2. PROVIDE HMA PARKING LOT PAVEMENT, SEE DETAIL 2/CS501

3. PROVIDE PCC PAVEMENT, SEE DETAIL 3/CS501

4. PROVIDE PCC HEADER CURB, SEE DETAIL 4/CS501

5. PROVIDE PCC CURB, SEE DETAIL 11/CS501

6. PROVIDE PCC SIDEWALK, SEE DETAIL 5/CS501

7. NOT USED

8. NOT USED

9. NOT USED

10. NOT USED

11. NOT USED

12. PROVIDE PCC WHEEL STOP, SEE DETAIL 6/CS506

13. NOT USED

14. NOT USED

15. NOT USED

16. NOT USED

17. PROVIDE PARKWAY DRAIN, SEE DETAIL 1/CS502

18. NOT USED

19. NOT USED

20. PROVIDE PARKING STALL PAVEMENT MARKING, SEE DETAIL

4/CS506

21. PROVIDE MOTORCYCLE PARKING STALL PAVEMENT MARKING, SEE

DETAIL 4/CS506

22. PROVIDE ADA/ABA PARKING STALL PAVEMENT MARKING, SEE

DETAIL 4/CS506

23. PROVIDE ADA/ABA ACCESS AISLE PAVEMENT MARKING, SEE

DETAIL 4/CS506

24. PROVIDE CROSS HATCH PAVEMENT MARKING, SEE DETAIL 2/CS506

25. PROVIDE STOP BAR PAVEMENT MARKING, SEE DETAIL 3/CS505

26. PROVIDE CROSSWALK PAVEMENT MARKING. SEE DETAIL 4/CS505

27. PROVIDE ARROW LEGEND PAVEMENT MARKING. SEE DETAIL

5/CS505

28. PROVIDE RIGHT TURN ARROW LEGEND PAVEMENT MARKING, SEE

DETAIL 5/CS505

29. PROVIDE STOP SIGN, SEE DETAILS 1 AND 3/CS506

30. PROVIDE ADA/ABA PARKING SIGN, SEE DETAILS 1 AND 3/CS506

31. PROVIDE VISITOR PARKING SIGN SEE DETAILS 1 AND 3/CS506

32. PROVIDE MANAGER PARKING SIGN SEE DETAILS 1 AND 3/CS506

33. PROVIDE CHECK-IN PARKING SIGN SEE DETAILS 1 AND 3/CS506

34. PROVIDE MOTORCYCLE PARKING SIGN SEE DETAILS 1 AND 3/CS506

35. PROVIDE ACCESSIBLE ROUTE SIGN SEE DETAILS 1 AND 3/CS506

36. PROVIDE PCC VALLEY GUTTER, SEE DETAIL 10/CS501

J-023 SITE

BOUNDARY

DRAWINGS ARE CONCEPTUAL AND

NOT RELEASED FOR CONSTRUCTION

TYP x30

X4

X5

X2

2/22/2021

CS402

DRAWINGS ARE CONCEPTUAL AND

NOT RELEASED FOR CONSTRUCTION

NOTES:

1. EXISTING SITE FEATURES ARE CONCEPTUAL. THE EXISTING

SITE FEATURES ARE BASED UPON THE FINAL DESIGN FOR

PROJECT J-001B.

2. VERIFY LOCATION AND INVERT OF EXISTING UTILITIES PRIOR

TO CONSTRUCTION.

3. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE

FEATURES MUST REMAIN. PROTECT EXISTING FEATURES TO

REMAIN.

NOTES:

1. EXISTING SITE FEATURES ARE CONCEPTUAL. THE EXISTING

SITE FEATURES ARE BASED UPON THE FINAL DESIGN FOR

PROJECT J-001B.

2. VERIFY LOCATION AND INVERT OF EXISTING UTILITIES PRIOR

TO CONSTRUCTION.

3. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE

FEATURES MUST REMAIN. PROTECT EXISTING FEATURES TO

REMAIN.

4. FOR POINT NUMBERS (PN#) DESCRIPTION ADN COORDINATE

SEE SHEET CS601.

CG423

J-023 ENLARGED PARKING LOT SITE PLAN 1

SCALE: 1:250 CS102

PLAN

NORTH

1:250

10 5 10 15

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN METERS UNLESS

OTHERWISE NOTED.

CG423

R6.1

(TYP)

5.650

(TYP)

2.000

(TYP)

3.

(T

YP

R6 .1

(T

YP

LEGEND:

BUILDING FOOTPRINT

EXISTING HMA PAVEMENT

EXISTING PCC SIDEWALK/PAVEMENT

NEW PCC SIDEWALK/PAVEMENT

NEW PCC PAVERS

G U

ES

T

C H

EC

K-

IN

G U

ES

T

C H

EC

K-

IN

M

AN

AG

ER

VI

SI

TO

R

VI

SI

TO

R

VI

SI

TO

R

VI

SI

TO

R

18 POV @ 2.750 = 49.500

95 POV PARKING SPACES

10 MOTORCYCLE SPACES

4 VISTITOR SPACES

2 GUEST CHECK IN SPACES

1 MANAGER SPACE

5 ADA SPACES

J-023 BOQ A PARKING SUMMARY:

M

C

.3

3.

P

O V

.7

6.

.1

P

O V

.7

0.

(T

YP

5.

59.945

1.823

3.9752.750

1.525

2.7502.750

1.525

8 @ 2.750 = 33.502

1.851

6.305

1.851

8.0008.000 42.600

8.

8.

3.

3.695

6.750

3.000

(TYP)

2.000 (TYP)

3.000

(TYP)

.8

(T

YP

R1.375 (TYP)

R 1.

(T

YP

R1.375 (TYP)

R1.375 (TYP)

SLOPE

TOC

FINISH GROUND

300mm 12" m m 3"

0m m

1.

5m

(5

M

IN

IM

U

M

50mm (2") SQ

SIGN POST

PCC

600mm

(24" MIN)

EDGE OF

PAVEMENT

0m m 6"

PCC

#13 BOLT

STAINLESS STEEL

50mm (2") SQ TUBE

SIGN POST

m m 2"

NUT & COTTER PIN

60mm (2-1/2")

SQ TUBE

SEE

ENLARGED

BASE DETAIL

AT LEFT

SIGN PANEL

(PER PLAN)

SQUARE TUBING SHALL BE ASTM 500 GALVANIZED STEEL

OF 3mm (0.12") WALL THICKNESS

DRAWINGS ARE CONCEPTUAL AND

NOT RELEASED FOR CONSTRUCTION CS506

SCALE: CS506NONE

M

IN

SCALE: C-506NONE

SIGN PLATE

SQ TUBING

10X90 SS BOLT, NUT, LOCK

WASHER AND 22X2 SS FLAT

WASHER WITH NEOPRENE

RUBBER GASKET

SCALE: CS506NONE

R7-8 300X450

R7-8P 450X225

300X450

R1-1 760X760

NOTE:

VAN ACCESSIBLE (R7-8P)

SIGN SHALL BE MOUNTED

BELOW THE R7-8 SIGN.

SCALE: CS506NONE

SCALE: CS507NONE

2750 1525 2750

CENTER OF

STALL (TYP)56

NOTE:

1. THE MAXIMUM ALLOWABLE SLOPE IN ALL DIRECTIONS FOR THE

PARKING STALLS AND ACCESS AISLE IS 2 PERCENT.

2. WHEN ADA/ABA PARKING STALL IS ADJACENT TO A NON-ADA/ABA

PARKING STALL, THE BLUE STRIPE SHALL BE ADJACENT TO THE

WHITE STRIPE ON THE ADA/ABA PARKING STALL SIDE.

ADA/ABA LOGO,

SEE DETAIL

CS506

100 THK BLUE

STRIPE, TYP

150 THK BLUE

STRIPE AT 45°

AND 916 O.C.

PCC WHEEL STOP,

SEE DETAIL

CS506

ADA/ABA SIGN, TYP, SEE

DETAILS AND

CS506

CS506

SCALE: CS506NONE

79 38

6 6

TWO (2) 10

REBAR, CONT

150 TO225

1830 ±100

TYP

TO

TWO (2) 20 DIA

HOLES

CONCRETE BLOCK SHOWN:

OTHER MATERIALS ACCEPTABLE

ALL DIMENSIONS AND/OR DIMENSIONS SHOWN

IN CALLOUT/NOTES ARE IN MILLIMETERS

UNLESS OTHERWISE NOTED.

100 THK WHITE

STRIPE, TYP

R5-11 760X600

NOTE:

SIGN SIZES AND COLORS SHALL

BE IN ACCORDANCE WITH THE

MUTCD.

27501375

CURB OR

SIDEWALK EDGE

VAN 3975

TYPICAL STALL

WIDTH

TYPICAL

MOTORCYCLE

STALL WIDTH

VAN STALL SHALL BE ON

LEFT OF ACCESS AISLE

U

PD

AT

E

TR

AF

FI

C

S

IG

N

AG

E 1/

8/

SD

G

REPLACE SYMBOL WITH

LETTERING FOR FOUR

OTHER SIGN TYPES:

"VISITOR"

"MANAGER"

"GUEST CHECK-IN"

"MOTORCYLE"

DRAWINGS ARE CONCEPTUAL AND

NOT RELEASED FOR CONSTRUCTION CS508

1 .50 10 1.5

1:25

1 .50 0

1:20

1.00.500

1:10

CS508

CS508

I HEREBY CERTIFY THAT REVISION TO THE PORTION OF THIS

TECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME

OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE.

I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE

OF IOWA.

ANDREAL BICKFORD 12-04-2020

12-31-21 20844

CS-508

01/08/2021 01/08/2021

PIPE TABLE: J-023 FIRE

PIPE NO.

FIRE PIPE 01

FIRE PIPE 02

FIRE PIPE 03

FIRE PIPE 04

FIRE PIPE 05

FIRE PIPE 06

FIRE PIPE 07

FIRE PIPE 08

FIRE PIPE 09

FIRE PIPE 10

FIRE PIPE 11

FIRE PIPE 12

SIZE

150mm

150mm

150mm

150mm

150mm

150mm

150mm

150mm

150mm

150mm

150mm

150mm

LENGTH (M)

SLOPE (%)

0.00%

0.00%

0.00%

100.00%

0.00%

100.00%

0.00%

0.00%

0.00%

0.00%

-100.00%

0.00%

START APPURTENANCE: INV.

FA 1: 141.640

FA 2: 141.640

FA 3: 141.640

FA 4: 141.640

FA 6: 140.250

FA 7: 140.720

FA 8: 140.720

FA 9: 141.070

FA 10: 141.070

FA 11: 141.070

FA 12: 141.070

FA13: 141.670

END APPURTENANCE: INV.

FA 2: 141.640

FA 3: 141.640

FA 4: 141.640

FA 5: 140.250

FA 5: 140.250

FA 6: 140.250

FA 7: 140.720

FA 10: 141.070

FA 11: 141.070

FA 12: 141.070

FA13: 141.670

FA 14: 141.670

APPURTENANCE TABLE: J-023 FIRE

APPURTENANCE NO.

FA 1

FA 2

FA 3

FA 4

FA 5

FA 6

FA 7

FA 8

FA 9

FA 10

FA 11

FA 12

FA 14

FA13

APPURTENANCE TYPE

CONNECTION TO UTILITY BUILDING

HORIZONTAL 90 DEGREE BEND

POST INDICATOR VALVE

VERTICAL BEND

VERTICAL BEND

VERTICAL BEND

VERTICAL BEND

FIRE RISER TO J-023

CONNECTION TO UTILITY BUILDING

HORIZONTAL 90 DEGREE BEND

HORIZONTAL 90 DEGREE BEND

VERTICAL BEND

FIRE DEPARTMENT CONNECTION

BERTICAL BEND

STATION

3+000

3+000.600

3+022.277

3+028.916

3+030.306

3+054.656

3+055.126

3+073.708

3+200

3+205.084

3+000.600

3+208.835

3+235.870

3+209.435

OFFSET

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

5.242

0.000

0.000

0.000

INLET PIPE: INV.

FIRE PIPE 01: 141.640

FIRE PIPE 02: 141.640

FIRE PIPE 03: 141.640

FIRE PIPE 04: 140.250

FIRE PIPE 05: 140.250

FIRE PIPE 06: 140.250

FIRE PIPE 07: 140.720

FIRE PIPE 08: 141.070

FIRE PIPE 09: 141.070

FIRE PIPE 10: 141.070

FIRE PIPE 12: 141.670

FIRE PIPE 11: 141.670

OUTLET PIPE: INV.

FIRE PIPE 01: 141.640

FIRE PIPE 02: 141.640

FIRE PIPE 03: 141.640

FIRE PIPE 04: 141.640

FIRE PIPE 05: 140.250

FIRE PIPE 06: 140.720

FIRE PIPE 07: 140.720

FIRE PIPE 08: 141.070

FIRE PIPE 09: 141.070

FIRE PIPE 10: 141.070

FIRE PIPE 11: 141.070

FIRE PIPE 12: 141.670

NORTHING

1503213.291

1503213.891

1503213.891

1503213.891

1503213.891

1503213.891

1503213.891

1503213.891

1503213.291

1503218.375

1503218.375

1503220.410

1503247.445

1503221.010

EASTING

267390.035

267390.035

267368.358

267361.719

267360.329

267335.979

267335.509

267316.927

267391.045

267391.035

267392.751

267392.751

267392.751

267392.751

RIM ELEVATION

143.120

143.120

143.101

143.078

143.073

143.094

143.103

143.297

143.120

143.115

143.141

143.153

143.622

143.156

CU605

DRAWINGS ARE CONCEPTUAL AND

NOT RELEASED FOR CONSTRUCTION

U

PD

AT

ED

F O

R U

TI

LI

TY

B

LD

G

M O

VE

1/

8/

SD

G