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....
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"
LOOP LEVEL P2; 83'-2"
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
3100 WEST LAKE STREETSITE ADJACENCIES &EARTH RETENTION
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"
LOOP LEVEL P2; 83'-2"
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
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
3100 WEST LAKE STREETSITE ADJACENCIES &EARTH RETENTION
FOR DISCUSSION PURPOSES ONLY. SUBJECT TO CHANGE
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'
LOOP LEVEL 01; 101'-0"
LOOP LEVEL P1; 93'-1"
LOOP LEVEL P2; 83'-2"
881.00
871.08
861.17
EXISTING GRADE
FINAL PROPOSED GRADE5'-0"
5'-0"
TEMPORARY EARTHRETENTION
29'-8"
17'-7
"NOTES:
LOOP CALHOUNCONDOS
3100 WEST LAKE ST
3100 WEST LAKE STREETSITE ADJACENCIES &EARTH RETENTION
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"
LOOP LEVEL 01; 106'-0"
LOOP LEVEL P1; 94'-11"
LOOP LEVEL P2; 85'-0"
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
FINAL PROPOSED GRADE
5'-0"
TEMPORARY EARTHRETENTION
29'-8"
19'-7
"
NOTES:
LOOP CALHOUNCONDOS
3100 WEST LAKE ST
3100 WEST LAKE STREETSITE ADJACENCIES &EARTH RETENTION
5'-0"
11.5
30'-0
"
30'-0
"
TIEBACKTYP
FOR DISCUSSION PURPOSES ONLY. SUBJECT TO CHANGE
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"
CALHOUN FLATS LEVEL P2; 90'-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
FINAL PROPOSED GRADE
12
5'-0"
5'-0"
TEMPORARY EARTHRETENTION
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
3100 WEST LAKE STREETSITE ADJACENCIES &EARTH RETENTION
FOR DISCUSSION PURPOSES ONLY. SUBJECT TO CHANGE
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"
CALHOUN FLATS LEVEL P2; 90'-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
FINAL PROPOSED GRADE
12
5'-0"
TEMPORARY EARTHRETENTION
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
3100 WEST LAKE STREETSITE ADJACENCIES &EARTH RETENTION
FOR DISCUSSION PURPOSES ONLY. SUBJECT TO CHANGE
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
FINAL PROPOSED 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
TEMPORARY EARTHRETENTION
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
3100 WEST LAKE STREETSITE ADJACENCIES &EARTH RETENTION
FOR DISCUSSION PURPOSES ONLY. SUBJECT TO CHANGE
'
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'
STORM SANITARY WATER
EXISTING GRADE
FINAL PROPOSED 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
TEMPORARY EARTHRETENTION
PRELIMINARY RETENTION NOTES FROM BRAUN:- CANTILEVER WALL
3100 WEST LAKE ST
DRIVE AISLE
3100 WEST LAKE STREETSITE ADJACENCIES &EARTH RETENTION
FOR DISCUSSION PURPOSES ONLY. SUBJECT TO CHANGE
LEVEL 1100' - 0"
LEVEL 2112' - 0"
LEVEL 3122' - 0"
BP-P188' - 0"
BP-P279' - 0"
PROPERTY LINE
SECTION 'H'
STORM SANITARY WATER
880.00
868.00
859.00
VARIES (36'11" @ CLOSEST POINT)
FUTURE GRAVITY BLOCK RETAINING WALL
EXISTING GRADE
FINAL PROPOSED 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
TEMPORARY EARTHRETENTION
3100 WEST LAKE ST DRIVE AISLE
PRELIMINARY RETENTION NOTES FROM BRAUN:- HP14x89 AT 6'-0" OC (30' PILE), CANTILEVER, ∆ = 1.2" AT TOP
3100 WEST LAKE STREETSITE ADJACENCIES &EARTH RETENTION
FOR DISCUSSION PURPOSES ONLY. SUBJECT TO CHANGE
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
FINAL PROPOSED 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
TEMPORARY EARTHRETENTION
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"
3100 WEST LAKE STREETSITE ADJACENCIES &EARTH RETENTION
FOR DISCUSSION PURPOSES ONLY. SUBJECT TO CHANGE
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)
FINAL PROPOSED GRADE
EXISTING GRADE
STORMWATER MANAGEMENT PIPING
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
3100 WEST LAKE STREETSITE ADJACENCIES &EARTH RETENTION
FOR DISCUSSION PURPOSES ONLY. SUBJECT TO CHANGE