nDetail 11Site FencingGate8Fire6Domestic15 StormExisting ... · Temp Verizon Tower. Crane Tie-Back....

Pedestrian Traffic

Construction Traffic

Dead Zone for Crane Swing

Road Side

Const. Side

Detail 1

1

Earth Retension

Site Fencing

Gate

Gate

Gate

S

S

8"Fire

6"Domestic

15" Storm

3 Lane Closure needed for 5 days (Phase 1)

2 Lane Closure needed for 3 days (Phase 2)

Existing Gas Line

10x60 Office

10x50 Eating

Temp Verizon Tower

Crane Tie-Back

Crane Tie-Back

Ramp A

Ramp B

Emergency Vehicle/Resident Circulation Lane

"For Discussion Purposes Only. Subject to Change"

Date: 6-21-17

3100 West Lake Street Site Logistics

30

'-0"

39

'-11

1/2

"

5'-1

1 1

/4"

5'-1

1"

6'-0

3/4

"5

'-5 1

/4"

16

'-0"

8'-0

"1

1'-0

"8

'-0"

11

'-0"

6'-6 1/4"

34'-0"

10

'-9"

19

'-8"

9'-3

"

50

'-3 1

/2"

8'-0

"

6'-8

"

11

'-5"

8'-0

"

30

'-0"

8'-0

"1

6'-0

"

9'-4

"

40

'-0"

30

'-0"

37

'-10

"4

0'-6

1/2

"

5'-7

3/4

"6

'-9 3

/4"

10

'-11

"9

'-3 1

/2"

11

'-4"

8'-0

"

5'-3

3/4

"1

0'-3

3/4

"7

'-4 1

/2"

8'-0

"1

4'-4

"

9'-7

1/2

"

8'-0

"1

6'-8

"

72'-1"

36'-0" 16'-0"

8'-0"14'-6"

6'-7

1/2

"9

'-4"

31'-6"5'-0"31'-6"

4'-0"U

PU

PD

N

1ST

FL

OO

R

PROPERTYLINE

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

PROPERTY

LINE

PROPOSED

BUILDING

FFE=879.00

P1=867.00

P2=855.00

EXISTING

BUILDING

EX

IST

ING

BU

ILD

ING

EX

IST

ING

BU

ILD

ING

EX

IST

ING

BU

ILD

ING

COUNTY ROAD 3 (W LAKE ST.)

RIM=875.3INV.=868.0

H.D.P.E.

H.D.P.E.

RIM=875.6INV.=873.0

12" H.

D.P.E.

RIM=880.2INV.=867.2

RIM=873.4INV.=????

18" H.D

.P.E.

P.V.C.

12" P.V.C.

RIM=877.4INV.=870.1 (W. &N.)

INV.=867.9 (SUMP)

RIM=875.4INV.=870.8(WEST)

INV.=872.0(NORTH)

18" H

.D.P.E.

24" H

.D.P.E.

12" H

.D.P.E.

12" H.D.P.E.

12" P.V.C.

RIM=873.1INV.=????

RIM=876.9INV.=871.1 (SOUTHWEST)INV.=870.9 (EAST)

RIM=876.0INV.=870.1

RIM=875.3INV.=870.7(N.E.)

INV.=871.9(N.W.)

RIM=878.3INV.=868.5 (N.)INV.=870.2 (S.)

RIM=873.1INV.=869.5 (N.E.)INV.=868.8 (E.)

24" H.D.P.E.

RIM=879.2INV.=875.6 (W.)INV.=????? (S.)

24" H.D.P.E.

RIM=876.4INV.=873.9 (S.W.)INV.=873.8 (N.)

12" P.V.C.

RIM=872.9INV.=868.5

RIM=873.6INV.=????

RIM=871.6INV.=????

H.D.P.E.

RIM=871.6INV.=????

RIM=876.4INV.=871.4

RIM=873.8INV.=????

24"

C.P.

CONC

RETE

POND

874

882

874

881

873

87387

3

874

876

881

876

877

877

882

874

879

872

878

884

883

877

879

892

892

891

891

891

886

876

887

887

888

889

878

876

881

879

882

879

879

875

880

875875

885

880

890

890

885

890

875

PROPERTYLINE

PR

OP

ER

TY

LIN

E

PR

OP

ER

TY

LIN

E

PROPERTY

LINE

EXISTING

BUILDING

EX

IST

ING

BU

ILD

ING

EX

IST

ING

BU

ILD

ING

875

87

5

87

5

88

087

58

80

875

872

873

874

876

877

878

878

889888887

888

886

883

881

87

9

87

8

87

8

87

787

7

87

78

76

87

6

87

7

87

8

87

4

874

874

874

873

87

987

8

876

878

877

S

51884.63CP5/8 REBAR

52892.73CP5/8 REBAR

54889.33CPSPIKE

60876.60CP5/8 REBAR

61880.59CP5/8 REBAR

SET

200873.79SETN

2003876.25BMTNH2005

874.20FDPKPK NAIL

2006882.44FDM0.5" REBARLS 14889DEPTH 0COMMENT

2007889.11FDM0.5" IRON PIPELS -DEPTH 0COMMENT

24"

20018873.57MH

24"

MC20026871.37MC

20027871.49SB

20038872.28SI

H

20057873.42HHOWNER -

20061873.82SEM

18"

20076875.02LT

20089872.92CB

H

20101873.63HHOWNER -

20106874.05TFB

H

20112873.56HHOWNER -

20122873.42CB

18"

E20136873.91MHEOWNER NSP

20138874.18EBOWNER

20139874.10TFB

H

20140873.73HHOWNER -

C

20147874.64CBOXOWNER -

C

20148874.60CBOXOWNER -

C20149874.01CBOXOWNER -

C20150874.87CBOXOWNER -

20158873.12CB

S20159873.78MHSAN

22"

12"18"24"

14"

20173873.13CB

4"

4"

4"

6"

20192874.97LT

E20195874.70EOP

20200874.82SIL

E

20201874.84SIL

20202874.97SIL

20215871.59MHS

20509881.81EOP

20394876.40CBR

20287873.95

6"

W

S

20274872.169UGD1

20420877.92SI

20295873.67UGW2

W20235873.24MHW

20366875.17SI

4"

20314880.70CB

20204875.12SIL

12"

20203874.96SIL

20212875.90LT

20417878.59SI

20289873.96UGW

20230872.55SI

W20286873.78MHW

20236873.15MH

6"

20290873.38UGW

4"

20285873.35GSV

20293873.92UGW1

20335875.66CB

4"

20294873.81UGW2

4"

20296873.66UGW1

20425880.21MH

20347876.38LT

20341875.84SI

20369875.58SI

20320880.56CB

20334876.20SI

4"

20550878.12SI

4"

20497876.48CBR

20358876.04CBR

20"

20426880.62SI

6"

6"10"

4"

20427880.43LT

20387876.22SI

20432877.76SI

6"

20442883.20AS

20429878.09LT

20678878.31STB

20461879.32LT

12"12"

12"

20430877.85SI

20457877.79SI

C20792880.28CBOXOWNER CEN LINK

20544880.40STB

20464876.91SI

20516877.90SI

20443882.74GSM

20456879.89LT

E20508882.09EOP

C20794880.45CBOXOWNER QWEST

20898879.80HYD

20458877.17SI

20465876.88LT

20545880.45STB

14"

12"

20708880.46SIL2

20698880.36HR

12"

20700885.33STT# STAIRS 8

6"

20553877.52SIL1

20699885.37HR

20554877.44SIL1

20701885.37STT# STAIRS 8

20709878.52SIL2

20679878.32STB

24"

20775879.09SI

14"

C20793880.32CBOXOWNER CEN LINK

D

20902879.22DR

20795880.50SI

20921879.80BOL

14"

21049884.93EBOWNER

2"

20804880.63EBOWNER EXCEL

20862878.48BOR

14"

21007875.03LT

20897879.70GV

21019874.06LT

D

20903879.28DR

21008874.72LT

21020873.74LT

21014873.53LT

12"

21050884.73EM

21011874.56LT

C

21043883.76CBOXOWNER

18"

H21056883.62HHOWNER SYNERTECH

4"

C

21051886.12CBOXOWNER ZAYO

6"

12"

6"

AC21101888.02AC

12"

18"

20"

18"

8"

6"

10"

6"

24"

8"

18"

16"

18"

32"

8"6"

16"

CB

14"

18"

14"

20"

6"

MC21343880.21MC

2011884.61CKTYPE TOTAL STATION

21438882.46CKTYPE TOTAL STATION

20377875.36CB

ST20463877.37MH

ST20428878.72MH

ST20515878.32MHST

S20234873.64MHSAN

ST20896879.19MHST

S20361875.29MHSAN

ST

20346876.95

MH

S20388876.36MHSAN

1MP1.4

1A3.1

2A3.1

3A3.1

4A3.1

17.5% ramp

7' - 1" 6' - 3"

4' - 8"

SECTION 'C'

SECTION 'D'

SECTION 'B'

SECTION 'A'

15' - 2"

34' - 8"

52' - 0"

10' - 6" 7' - 8" 3' - 0" 9' - 0"

SECTION 'F'

SECTION 'G'

33' - 5"

8' - 10"

25' - 0"

33' - 6" SECTION 'H'

8' - 8"

4' - 2

"

5' - 1

"

19' - 8"

1' - 0

"1' - 0

"1' - 0

"

8' - 0

"

SECTION 'J'

SECTION 'K'

5' - 0

"

5' - 0

"

26' - 4"

8' - 0

"

7' - 2"3' - 4"

25' - 0" 3' - 3"

36' - 11"

25' - 8

"

28' - 10"

SECTION 'E'

EQUIPMENT ACCESSAND STAGING

3100 WEST LAKE STREETSITE ADJACENCIES &EARTH RETENTION

ALTERNATE BASEMENTWALL LOCATION ATEAST ELEVATION

BASEMENT WALLLOCATION BELOWOUTDOOR TERRACE

FOR DISCUSSION PURPOSES ONLY. SUBJECT TO CHANGE

LEVEL 1100' - 0"

LEVEL 2112' - 0"

BP-P188' - 0"

BP-P279' - 0"

LOOP LEVEL 01; 101'-0"

LOOP LEVEL P1; 93'-1"


WEST PROPERTY LINE

RETAINING WALL

43' - 7"13' - 4"

13' - 4"

STOOP STRUC

6' - 3"7' - 1"

881.00

880.00

868.00

859.00

871.08

861.17

9' - 11"

9' - 11"

SECTION 'A'

52' - 0"

FINAL PROPOSED GRADE

EXISTING GRADE

STORMWATER MANAGEMENT PIPING

11.5

5'-0"

NOTES:- ASSUMES NO STAGING AREA REQUIRED AT THIS SECTION- TEMPORARY EXCAVATION MAY NEED TO EXCEED 1.5:1 FOR OPEN CUT- TENCH BOX MAY BE REQUIRED FOR PIPING INSTALLATION

OPTION A - NOSTAGING AREA

LOOP CALHOUNCONDOS

3100 WEST LAKE ST



LEVEL 1100' - 0"

LEVEL 2112' - 0"

BP-P188' - 0"

BP-P279' - 0"




WEST PROPERTY LINE

RETAINING WALL

43' - 7"13' - 4"

13' - 4"

STOOP STRUC

6' - 3"7' - 1"

881.00

880.00

868.00

859.00

871.08

861.17

9' - 11"

9' - 11"

SECTION 'A'

52' - 0"


EXISTING GRADE


5'-0"

POSSIBLE STAGING AREATHROUGHOUT CONSTRUCTION

18'-4

"

38'-4"

NOTES:- ASSUMES STAGING AREA AT THIS SECTION (REFER TO PLAN)- TENCH BOX MAY BE REQUIRED FOR PIPING INSTALLATION

TEMPORARY EARTHRETENTION

OPTION B - STAGING AREA

40'-0"

TIEBACK

LOOP CALHOUNCONDOS

3100 WEST LAKE ST



LEVEL 1100' - 0"

LEVEL 2112' - 0"

BP-P188' - 0"

5A6A

BP-P279' - 0"

WEST PROPERTY LINE

9' - 11"

9' - 11"

RETAINING WALL

6' - 3"7' - 1"

880.00

868.00

859.00

STOOP STRUC

34' - 8"13' - 4"

SECTION 'B'




881.00

871.08

861.17

EXISTING GRADE

FINAL PROPOSED GRADE5'-0"

5'-0"


29'-8"

17'-7

"NOTES:

LOOP CALHOUNCONDOS

3100 WEST LAKE ST


11.5

30'-0

"

30'-0

"

TIEBACKTYP FOR DISCUSSION PURPOSES ONLY.

SUBJECT TO CHANGE

LEVEL 1100' - 0"

LEVEL 2112' - 0"

LEVEL 3122' - 0"

LEVEL 4132' - 0"

BP-P188' - 0"

5A6A

BP-P279' - 0"

9' - 0"

12' - 0"

12' - 0"

10' - 0"

10' - 0"

54' - 0" 34' - 8"




11' - 1"

9' - 11"

WEST PROPERTY LINE

BLOCK RETAINING WALL

886.00

880.00

868.00

859.00

874.92

865.00

SECTION 'C'

EXISTING GRADE


5'-0"


29'-8"

19'-7

"

NOTES:

LOOP CALHOUNCONDOS

3100 WEST LAKE ST


5'-0"

11.5

30'-0

"

30'-0

"

TIEBACKTYP


LEVEL 1100' - 0"

LEVEL 2112' - 0"

BP-P188' - 0"

A B

BP-P279' - 0"

20' - 0" 15' - 8"

CALHOUN FLATS LEVEL 01; 110'-3 1/2"

CALHOUN FLATS LEVEL P1; 100'-3 1/2"


890.30

880.30

870.30

880.00

12' - 0"

12' - 0"

9' - 0"

868.00

859.00

892.00

NORTH PROPERTY LINE

SECTION 'D'

EXISTING GRADE


12

5'-0"

5'-0"


10'-10"21

'-2"

NOTES:- ASSUMES EXCAVATION ACROSS PROPERTY LINE

OPTION A - CUTSTARTS 5'-0" OFF

EXISTING BUILDING

LAKE CALHOUNFLATS

3100 WEST LAKE ST

45'-0"

45'-0"

TIEBACK



LEVEL 1100' - 0"

LEVEL 2112' - 0"

BP-P188' - 0"

A B

BP-P279' - 0"

20' - 0" 15' - 8"

CALHOUN FLATS LEVEL 01; 110'-3 1/2"



890.30

880.30

870.30

880.00

12' - 0"

12' - 0"

9' - 0"

868.00

859.00

892.00

NORTH PROPERTY LINE

SECTION 'D'

EXISTING GRADE


12

5'-0"


10'-10"28

'-4"

NOTES:- ASSUMES NO EXCAVATION ACROSS PROPERTY LINE

OPTION B - CUTSTARTS AT PROPERTY

LINE

LAKE CALHOUNFLATS

3100 WEST LAKE ST

PRELIMINARY RETENTION NOTES FROM BRAUN:- OPTION 1: HP14x89 AT 8'-0" OC (35' PILE), 45' TIEBACK AT 8'-0" OC (2 ROWS)- OPTION 2: HP14x89 AT 4'-0" OC (35' PILE), 30' TIEBACK AT 4'-0" OC (2 ROWS) 35' TIEBACK AT 4'-0" OC (1 ROW)

45'-0"

45'-0"

35'-0"

30'-0"

30'-0"

TIEBACK



LEVEL 1100' - 0"

LEVEL 2112' - 0"

LEVEL 3122' - 0"

BP-P188' - 0"

BP-P279' - 0"

E11E12

3' - 0"7' - 8"7' - 2"3' - 4"

PROPERTY LINE

33' - 5"

SECTION 'F'

STORM SANITARY WATER

EXISTING GRADE


verify depth 880.00

868.00

859.00

12

5'-0"

18'-4

"

28'-9"

NOTES:- STORM LINE WILL NEED TO BE RELOCATED DURING CONSTRUCTION


3100 WEST LAKE ST

DRIVE AISLE

31-0"

TIEBACK

PRELIMINARY RETENTION NOTES FROM BRAUN:- OPTION 1: W24X84 AT 4'-0" OC (45' PILE), CANTILEVER, ∆ = 1.5" AT TOP- OPTION 2: HP14x73 AT 8'-0" OC (30' PILE), 40' TIEBACK AT 8'-0" OC



'

LEVEL 1100' - 0"

LEVEL 2112' - 0"

LEVEL 3122' - 0"

BP-P188' - 0"

BP-P279' - 0"

PROPERTY LINE

EXISTING 3026 LAKE STREET BUILDING

POSSIBLE EXTERIOR

WALL LOCATION

BASEMENT ELEVATION

UNKNOWN

33' - 5"

VARIES

SECTION 'G'


EXISTING GRADE


880.00

868.00

859.00

verify depth

12

5'-0"

7'-4

"

47'-11"

NOTES:- IT MAY BE MORE COST EFFECTIVE TO CONTINUE TEMPORARY EARTHRETENTION ALONG STRAIGHT LINE ON EAST SIDE OF SITE- POSSIBLE EXTERIOR WALL LOCATION SHOWN WOULD REQUIREALTERNATE RETENTION PLAN


PRELIMINARY RETENTION NOTES FROM BRAUN:- CANTILEVER WALL

3100 WEST LAKE ST

DRIVE AISLE



LEVEL 1100' - 0"

LEVEL 2112' - 0"

LEVEL 3122' - 0"

BP-P188' - 0"

BP-P279' - 0"

PROPERTY LINE

SECTION 'H'


880.00

868.00

859.00

VARIES (36'11" @ CLOSEST POINT)

FUTURE GRAVITY BLOCK RETAINING WALL

EXISTING GRADE


verify depth

12

5'-0"

16'-8

"

34'-7"

NOTES:- IT MAY BE MORE COST EFFECTIVE TO CONTINUE TEMPORARY EARTHRETENTION ALONG STRAIGHT LINE ON EAST SIDE OF SITE- STORM LINE WILL NEED TO BE RELOCATED DURING CONSTRUCTION


3100 WEST LAKE ST DRIVE AISLE

PRELIMINARY RETENTION NOTES FROM BRAUN:- HP14x89 AT 6'-0" OC (30' PILE), CANTILEVER, ∆ = 1.2" AT TOP



LEVEL 1100' - 0"

LEVEL 2112' - 0"

LEVEL 3122' - 0"

BP-P188' - 0"

BP-P279' - 0"

E19

SECTION 'J'

PROPERTY LINE

LAKE STREET

VARIES (25'-8" @ CLOSEST POINT)

EXISTING GRADE


RAIN GARDEN880.00

868.00

859.00

5'-0"

16'-8

"

26'-5"

EQUIPMENT ACCESSTHROUGHOUT CONSTRUCTION

NOTES:- TEMPORARY EARTH RETENTION WILL NEED TO BE DESIGNED FORSIGNIFICANT CONSTRUCTION LOADS - SEE PLAN FOR EQUIPMENTACCESS


PRELIMINARY RETENTION NOTES FROM BRAUN:- 40' TIEBACKS AT 8'-0" OC- 25' TIEBACKS AT 4'-0" OC

3100 WEST LAKE ST

40'-0"25'-0"



LEVEL 1100' - 0"

LEVEL 2112' - 0"

LEVEL 3122' - 0"

BP-P188' - 0"

BP-P279' - 0"

E19

PROPERTY LINE

LAKE STREET

SECTION 'K'

VARIES (28'-10" @ CLOSEST POINT)


EXISTING GRADE


RAIN GARDEN880.00

868.00

859.00

5'-0"

18'-2

"

29'-8"

EQUIPMENT ACCESSTHROUGHOUT CONSTRUCTION

NOTES:- TEMPORARY EARTH RETENTION WILL NEED TO BE DESIGNED FORSIGNIFICANT CONSTRUCTION LOADS - SEE PLAN FOR EQUIPMENTACCESS

3100 WEST LAKE ST

40'-0"

PRELIMINARY RETENTION NOTES FROM BRAUN:- OPTION 1: W24X84 AT 4'-0" OC (45' PILE), CANTILEVER, ∆ = 1.5" AT TOP- OPTION 2: HP14x73 AT 8'-0" OC (30' PILE), 40' TIEBACK AT 8'-0" OC



nDetail 11Site FencingGate8Fire6Domestic15 StormExisting ... · Temp Verizon Tower. Crane Tie-Back....

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Transcript of nDetail 11Site FencingGate8Fire6Domestic15 StormExisting ... · Temp Verizon Tower. Crane Tie-Back....