DOCUMENT 00 90 00 ADDENDUM ADDENDUM NO. [2] Date ... · Mold Resistance: Score of 10, when tested in accordance with ASTM D3273. ... 101 LIBRARY 107 1 4 2 2 4 10 9 9 9 10 9 8 5 5
5
19042 Sparta Police Station 00 90 00 -1 DOCUMENT 00 90 00 ADDENDUM ADDENDUM NO. [2] Date: September 3, 2020 RE: CITY OF SPARTA SPARTA POLICE STATION LAKEVIEW 711 PINE STREET SPARTA, WISCONSIN 54656 HSR PROJECT NO. 19042 FROM: HSR Associates, Inc 100 Milwaukee Street La Crosse, WI 54603 (608) 784-1830 To: Prospective Bidders This addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated August 2020. Acknowledge receipt of this Addendum in the space provided on the bid form. Failure to do so may subject the Bidder to disqualification. This Addendum consists of [2] pages, and [3] 30 x 42 drawings. CHANGES TO PRIOR ADDENDA: Addendum 1 1. Sheet A091 FIRST FLOOR REMOVAL PLANS 30 x 42 attached hereto a. Revisions clouded on Drawings. b. Additional carpet removal deleted from Contract. Asbestos abatement required carpet adhesive to be removed. Revisions to noted references added in Addendum 1 Drawing CHANGES TO SPECIFICATIONS: 2. Section 08 36 13 SECTIOINAL DOORS a. 2.02, C: Insulating security glass is preferred. If this combination is not possible, single pane ¼ inch laminated glass is approved. Security glazing requirement supersedes energy performance in this case. b. 2.05, D: Change “continuous contact” to “momentary contact”. c. 3.03: Trolley mounted operators are acceptable. 3. Section 09 21 16 GYPSUM BOARD ASSEMBLIES a. 2.02, B: Add the following: i. Mold Resistance: Score of 10, when tested in accordance with ASTM D3273. ii. Mold resistant board is required at non-wet walls in restrooms. b. 2.02, C, 1: Add “exterior window jambs”. CHANGES TO DRAWINGS 4. Sheet C400 UTILITY PLAN 30 x 42 attached a. Revisions clouded on Drawings. b. Update to new water service.
RE: CITY OF SPARTA SPARTA POLICE STATION LAKEVIEW 711 PINE STREET SPARTA, WISCONSIN 54656 HSR PROJECT NO. 19042
FROM: HSR Associates, Inc
100 Milwaukee Street
La Crosse, WI 54603
(608) 784-1830
To: Prospective Bidders
This addendum forms a part of the Contract Documents and modifies the original Bidding Documents
dated August 2020. Acknowledge receipt of this Addendum in the space provided on the bid form.
Failure to do so may subject the Bidder to disqualification.
This Addendum consists of [2] pages, and [3] 30 x 42 drawings.
CHANGES TO PRIOR ADDENDA: Addendum 1
1. Sheet A091 FIRST FLOOR REMOVAL PLANS 30 x 42 attached hereto
a. Revisions clouded on Drawings.
b. Additional carpet removal deleted from Contract. Asbestos abatement required carpet
adhesive to be removed. Revisions to noted references added in Addendum 1 Drawing
CHANGES TO SPECIFICATIONS:
2. Section 08 36 13 SECTIOINAL DOORS
a. 2.02, C: Insulating security glass is preferred. If this combination is not possible, single
pane ¼ inch laminated glass is approved. Security glazing requirement supersedes
energy performance in this case.
b. 2.05, D: Change “continuous contact” to “momentary contact”.
c. 3.03: Trolley mounted operators are acceptable.
3. Section 09 21 16 GYPSUM BOARD ASSEMBLIES
a. 2.02, B: Add the following:
i. Mold Resistance: Score of 10, when tested in accordance with ASTM D3273.
ii. Mold resistant board is required at non-wet walls in restrooms.
b. 2.02, C, 1: Add “exterior window jambs”.
CHANGES TO DRAWINGS
4. Sheet C400 UTILITY PLAN 30 x 42 attached
a. Revisions clouded on Drawings.
b. Update to new water service.
19042 Sparta Police Station 00 90 00 -2
5. Sheet 092 SECOND FLOOR REMOVAL PLANS 30 x 42 attached hereto
a. Revisions clouded on Drawings.
b. Additional carpet removal deleted from Contract. Asbestos abatement required carpet
adhesive to be removed.
PRIOR APPROVALS
1. Section 10 26 00 WALL AND DOOR PROTECTION
a. Koroseal.
END OF DOCUMENT 00 90 00
UP
UP
DN
DN
DN
CLRM
101
LIBRARY
107
1
4
2
2
4
10
9
9
9 910
8
5 5 5 5
9
9
9
8
10
9
9
10
OFFICE
106
10 9
9
16
CLRM
104
9
ELEVATOR
E100VESTIBULE
V101
VEST.
V100
100'-0"97'-4"
16
CONF
103
6 6
10
STOR.
103
CORRIDOR
C1004
4
6
9
10
8
99
10
1616
16
88
88
88
8
88
2
2
2
2
8
9
4 4 4
4
2
2
2
BOYS
101A
14
1514
1517
17
8
8
17
17
GIRLS
101B
88
8
8
8
6
2
CLRM
105
9
9
9 9108
10 10
6
6
11
8
4
IT
105A
TOILET
105B
16
16
4
31
31
31
6
9
18
18
6
6
4
4
2
2
2
4
KITCHEN
108
STOR.
108A
MULTI-PURPOSE
109
STORAGE
109C
STORAGE
109B
STORAGE
109A
4
6
10
10
10
3 3
19
21
22
23
7
6'-0" 3'-4" 6'-8"
7
8
6'-8
"1
5'-4
"1
0'-0
"2
2'-0
"8
'-0
"
35'-8" 14'-6" 2'-4" 19'-2"10'-0"3'-0"10'-0"
10 10
9
9
4 4
16
1010 10 10
25
3
ABOVE DR.
9
10 10
9
4
4
4
2
2
8
16'-0" 36'-0" 17'-9" 17'-8" 36'-0"
24
6'-0
"6
'-0
"6
'-0
"6
'-0
"6
'-0
"6
'-0
"2
'-0
"
32'-5" 2'-0" 4'-4" 1'-0" 16'-0"
56
'-0
"
14
9'-9" 114'-9"
12
'-9
"
6'-0
"1
9'-6
"
3'-1" 2'-10" 10'-7"
10'-8"
14
'-2
"
5'-0"
7'-6
" X2
X2
X4
4
X5
X5
X2
X2
X2
7'-0"
12
2626 26 26 26
2626 26 26 26
2626 26 26
26
± 1
3'-4
"
± 6'-4"
39'-9"
6 1/2"
27
X2
X4
4
15'-4" 7'-4"
17'-8" 3'-4" 1'-4" 3'-4" 4" 3'-0" 2'-0"
26'-8" 3'-4" 28'-0" 3'-4"
5'-8" 3'-10"
3'-4
"1
8'-0
"
X4
X4
X1
X1
X1
1
1
21
1
28
28
29
29
29
4'-8
"
30
30
30
11
30
30
ALT BID
ALT BID
ALT BID
33
34
34
33
33
33
3535
33
33
33
555
5 5 5 5
5 5
916
16
16
16
1010
25
36
36
16
37
38
38
34
34
34
A02
A02
A02
34
A02
39
REMOVAL GENERAL NOTES:
PREPARATION FOR NEW FINISHES SHALL INCLUDE BUT NOT LIMITED TO REMOVAL OF EXISTING FINISHES, REMOVAL OF TAPES, GLUES (MASTIC), NAILS, ETC. PATCHING OF HOLES AND CRACKS TO PROVIDE AN ACCEPTABLE SURFACE FOR NEW FINISH INSTALLATION. PATCH CMU AT REMOVED CLOCKS.
A
B
C
D
E
F
ROOM NUMBERS ARE SHOWN ON THIS PLAN FOR INFORMATIONAL AND COORDINATE PURPOSES ONLY.
SYMBOL INDICATES CONSTRUCTION NOTE THIS SHEET
REMOVAL PLAN LEGEND:
ALL STRUCTURES SHOWN DASHED ON THIS PLAN SHALL BE COMPLETELY REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE NOTED. REFERENCE MEP SHEETS FOR ALL EQUIPMENT REMOVALS AND MODIFICATIONS. TIME AND METHODS SHALL BE COORDINATED WITH AND AGREED TO BY THE OWNER AND ARCHITECT. THIS SHALL INCLUDE ALL ELECTRICAL, MECHANICAL OR PLUMBING WITHIN THE REMOVED STRUCTURE. TERMINATE AND CAP MEP AS REQUIRED. DO NOT ABANDON IN PLACE UNUSED CONDUIT, PIPE, ETC. REMOVE COMPLETELY. VERIFY GENERAL CONDITIONS IN FIELD PRIOR TO BIDDING.
OWNER WILL REMOVE LOOSE FURNISHINGS AND EQUIPMENT FROM THE WORK AREA PRIOR TO START OF CONSTRUCTION.
MAINTAIN ALL EXIT DOORS AND CORRIDORS IN UNOBSTRUCTED OPERABLE CONDITION WITH SAFE PASSAGE AWAY FROM THE BUILDING. COORDINATE WITH LOCAL FIRE MARSHAL AS REQUIRED.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING, BRACING, ETC. AS REQUIRED FOR THE WORK.
G COORDINATE REMOVAL AND PATCHING WITH MEP DRAWINGS. PATCH TO MATCH EXISTING ADJACENT CONDITIONS.
H PROVIDE FLOOR PROTECTION AS SPECIFIED.
REMOVE ITEMS NOTED WITH DASHED LINES
SYMBOL INDICATES REMOVAL OF DOOR AND FRAME UNLESS NOTED OTHERWISE
J ACCOUSTIC SPRAY CEILING TO BE ABBATED UNDER SEPERATE CONTRACT.
SYMBOL INDICATES REMOVAL CONCRETE SLAB - SEE ELETRICAL / PLUMBING / STRUCTURAL SHEETS.
K CONTRACTOR SHALL REMOVE ALL EXISTING INTERIOR ROOM SIGNAGE.
Key Plan:
HSR Project Number:
Project Date:
Drawn By:
Last Update:
HSR ASSOCIATES INC.100 MILWAUKEE STREET
LA CROSSE, WISCONSIN
PHONE: 608.784.1830
FAX: 608.782.5844
www.hsrassociates.com
BID DOCUMENTS
Consultant:
Revisions:
Graphic Scale:
VARIES
Sheet T
itle
:
Pro
ject Location:
Pro
ject T
itle
:
9/2/2020 3:56:29 PM
A091
HSR
19042
8.20.2020
FIR
ST
FL
OO
R R
EM
OV
AL
PL
AN
LA
KE
VIE
W
711 P
INE
ST
RE
ET
SP
AR
TA
, W
I 54656
SP
AR
TA
PO
LIC
E S
TA
TIO
N
1/8" = 1'-0"1FIRST FLOOR REMOVAL PLAN
KEY NOTES REMOVAL1 SEE CIVIL SHEETS FOR SITE REMOVAL REQUIREMENTS.
2 REMOVE EXISTING WALL (CMU/BRICK). PATCH WITH FLOORING/LEVELER/ PATCHING TO RECEIVE NEW FLOORING.
3 REMOVE EXISTING WALL (FRAME). PATCH WITH FLOORING/ LEVELER/PATCHING TO RECEIVE NEW FLOORING.
4 EXISTING REMOVAL OF DOOR & FRAME N.I.C. (BY ABATEMENTCONTRACTOR)
5 REMOVE IN-FILL PANEL FROM EXISTING WINDOW. EXISTING FRAME,GLASS AND SILLS TO REMAIN. SEE WDO ELEVATIONS ON A601.
6 CREATE NEW OPENING IN EXISTING CMU WALL. TOOTH IN NEWMASONRY AT JAMBS.
7 REMOVE EXISTING CEILING.
8 REMOVE EXISTING PLUMBING FIXTURE - SEE PLUMBING SHEETS.
9 REMOVE EXISTING CASEWORK & BASE. PATCH WITH FLOORING/LEVELER/ PATCHING TO RECEIVE NEW FLOORING.
10 REMOVE EXISTING MECHANICAL EQUIPMENT - SEE MECHANICALSHEETS. PATCH WITH FLOORING/ LEVELER/ PATCHING TO RECEIVENEW FLOORING.
11 REMOVE EXISTING CONCRETE LOCKER BASE. PATCH WITH FLOORING/LEVELER/ PATCHING TO RECEIVE NEW FLOORING.
12 REMOVE EXISTING SLAB-ON-GRADE AS REQUIRED FOR STRUCTURALWORK - SEE STRUCUTRAL SHEETS. VCT FLOORING ADHESIVEABETMENT N.I.C. (BY ABATEMENT CONTRACTOR)
37 REMOVE EXISTING WINDOW AND SILL. N.I.C. (BY ABATEMENTCONTRACTOR) PREP FOR WALL INFILL.
38 REMOVE SLAB-ON-GRADE AS REQUIRED FOR ELECTRICAL WORK - SEEELECTRICAL SHEETS.
39 NOT USED.
KEY PLAN
AREAB
AREAA
NOTE REGARDING SHEFFIELD TILE:
LAKEVIEW ELEMENTARY WAS CONSTRUCTED OF ASHEFFIELF TILE FLOOR AND ROOF SYSTEM. THIS SYSTEM WAS NEW AND EXPERIMENTAL AT THE TIMEWITH SEVERAL SYSTEMS IN USE AT THE TIME. IT HASPROVEN TO BE TROUBLESOME AS IT FAILS WITHOUTWARNING DUE TO DESIGN AND CONSTRUCTION ISSUESAND THE BRITTLENESS OF THE TILES. IT IS SENSITIVE TOOVER LOADING AND CORING. THE SYSTEM HAS NO REALWAY TO SHARE LOADS AROUND OPENINGS LIKE TODAYS PRECAST PLANK HEADER SYSTEM, SO CHASES ANDLARGER OPENINGS OFTEN REQUIRE LARGER STRUCTURALFRAMED OPENINGS. THE FLOOR AND ROOF AT LAKEVIEWHAVE BEEN SURVEYED IN THE PAST AND NOTED DELFECTION HAS OCCURED IN SEVERAL ROOMS. THIS DEFLECTION HAS ENGAGED NORMALLY NON-STRUCTURALWALL INTO A BEARING CONDITION.
THE DESIGN TEAM HAS ATTENDED TO MOST OPENINGSANTICIPATED FOR FINAL CONSTRUCTION OF THERENOVAITON. IT IS RECOMMENDED THAT THE FLOORSARE NOT USED FOR STORAGE OF MATERIALS. MEANS ANDMETHODSAPPROACHES TO CORING, LOADING AND TEMPORARY CONSTRUCTION SHOULD BE REVIEWED BYTHE CONTRACTOR AND THEIR TEAM TO ASSURE THE SAFETY OF PERSONNEL AND THE STABILITY OF THE STRUCTURE.
No. Description Date
A01 ADDENDUM 1 9-1-20
A02 ADDENDUM 2 9-3-20
A02
DN
DN TTT
T
T
T
T
SPED
203
CLRM
204
CLRM
207
CORRIDOR
200
SPEECH
202
LOUNGE
201
TOILET
201A
CLRM
205
STORAGE /MECH
206ELEVATOR
E200
STAIR
S1
STAIR
S2
10 10 10 10
10 10
10
14 15
88
4
4
4
ROOF
ROOFROOF
16
16
16
16
11
4 4
202
2
2
2 89
9 9
6 6 6
9 9 9
99
8
999
99
8
9
2
110'-8"
107'-6"
10
4
6
4
4
48
25
25
10 1010
16'-0" 54'-5" 54'-0"
X2
X4
8'-0
"2
2'-0
"2
2'-0
"1
0'-0
"
10 10
X4 12
'-9
"
4'-8"
10'-0" 4'-6"5'-0"3'-0"
24'-0" 36'-0"
5'-4
"1
6'-2
"
14'-10" 2'-0" 19'-2"
1010
10
10
10
10
X2
3'-4"
10
54'-0" 5'-4" 17'-4" 3'-4" 11'-4" 2'-0" 3'-4"
3'-4
"9
'-4
"
11
'-0
"
± 9'-8"
33 33
33
33
6
5555555
5
5
5 5
5 5
5
10 10
16
9
9
34
34
34
A02A02
A02
REMOVAL GENERAL NOTES:
PREPARATION FOR NEW FINISHES SHALL INCLUDE BUT NOT LIMITED TO REMOVAL OF EXISTING FINISHES, REMOVAL OF TAPES, GLUES (MASTIC), NAILS, ETC. PATCHING OF HOLES AND CRACKS TO PROVIDE AN ACCEPTABLE SURFACE FOR NEW FINISH INSTALLATION. PATCH CMU AT REMOVED CLOCKS.
A
B
C
D
E
F
ROOM NUMBERS ARE SHOWN ON THIS PLAN FOR INFORMATIONAL AND COORDINATE PURPOSES ONLY.
SYMBOL INDICATES CONSTRUCTION NOTE THIS SHEET
REMOVAL PLAN LEGEND:
ALL STRUCTURES SHOWN DASHED ON THIS PLAN SHALL BE COMPLETELY REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE NOTED. REFERENCE MEP SHEETS FOR ALL EQUIPMENT REMOVALS AND MODIFICATIONS. TIME AND METHODS SHALL BE COORDINATED WITH AND AGREED TO BY THE OWNER AND ARCHITECT. THIS SHALL INCLUDE ALL ELECTRICAL, MECHANICAL OR PLUMBING WITHIN THE REMOVED STRUCTURE. TERMINATE AND CAP MEP AS REQUIRED. DO NOT ABANDON IN PLACE UNUSED CONDUIT, PIPE, ETC. REMOVE COMPLETELY. VERIFY GENERAL CONDITIONS IN FIELD PRIOR TO BIDDING.
OWNER WILL REMOVE LOOSE FURNISHINGS AND EQUIPMENT FROM THE WORK AREA PRIOR TO START OF CONSTRUCTION.
MAINTAIN ALL EXIT DOORS AND CORRIDORS IN UNOBSTRUCTED OPERABLE CONDITION WITH SAFE PASSAGE AWAY FROM THE BUILDING. COORDINATE WITH LOCAL FIRE MARSHAL AS REQUIRED.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING, BRACING, ETC. AS REQUIRED FOR THE WORK.
G COORDINATE REMOVAL AND PATCHING WITH MEP DRAWINGS. PATCH TO MATCH EXISTING ADJACENT CONDITIONS.
H PROVIDE FLOOR PROTECTION AS SPECIFIED.
REMOVE ITEMS NOTED WITH DASHED LINES
SYMBOL INDICATES REMOVAL OF DOOR AND FRAME UNLESS NOTED OTHERWISE
J ACCOUSTIC SPRAY CEILING TO BE ABBATED UNDER SEPERATE CONTRACT.
SYMBOL INDICATES REMOVAL CONCRETE SLAB - SEE ELETRICAL / PLUMBING / STRUCTURAL SHEETS.
K CONTRACTOR SHALL REMOVE ALL EXISTING INTERIOR ROOM SIGNAGE.
Key Plan:
HSR Project Number:
Project Date:
Drawn By:
Last Update:
HSR ASSOCIATES INC.100 MILWAUKEE STREET
LA CROSSE, WISCONSIN
PHONE: 608.784.1830FAX: 608.782.5844
www.hsrassociates.com
BID DOCUMENTS
Consultant:
Revisions:
Graphic Scale:
VARIES
Sheet T
itle
:
Pro
ject Location:
Pro
ject T
itle
:
9/2/2020 3:56:30 PM
A092
HSR
19042
8.20.2020
SE
CO
ND
FL
OO
R R
EM
OV
AL
PL
AN
LA
KE
VIE
W
711 P
INE
ST
RE
ET
SP
AR
TA
, W
I 54656
SP
AR
TA
PO
LIC
E S
TA
TIO
N
1/8" = 1'-0"1SECOND FLOOR REMOVAL PLAN
KEY NOTES REMOVAL1 SEE CIVIL SHEETS FOR SITE REMOVAL REQUIREMENTS.
2 REMOVE EXISTING WALL (CMU/BRICK). PATCH WITH FLOORING/LEVELER/ PATCHING TO RECEIVE NEW FLOORING.
3 REMOVE EXISTING WALL (FRAME). PATCH WITH FLOORING/ LEVELER/PATCHING TO RECEIVE NEW FLOORING.
4 EXISTING REMOVAL OF DOOR & FRAME N.I.C. (BY ABATEMENTCONTRACTOR)
5 REMOVE IN-FILL PANEL FROM EXISTING WINDOW. EXISTING FRAME,GLASS AND SILLS TO REMAIN. SEE WDO ELEVATIONS ON A601.
6 CREATE NEW OPENING IN EXISTING CMU WALL. TOOTH IN NEWMASONRY AT JAMBS.
7 REMOVE EXISTING CEILING.
8 REMOVE EXISTING PLUMBING FIXTURE - SEE PLUMBING SHEETS.
9 REMOVE EXISTING CASEWORK & BASE. PATCH WITH FLOORING/LEVELER/ PATCHING TO RECEIVE NEW FLOORING.
10 REMOVE EXISTING MECHANICAL EQUIPMENT - SEE MECHANICALSHEETS. PATCH WITH FLOORING/ LEVELER/ PATCHING TO RECEIVENEW FLOORING.
11 REMOVE EXISTING CONCRETE LOCKER BASE. PATCH WITH FLOORING/LEVELER/ PATCHING TO RECEIVE NEW FLOORING.
12 REMOVE EXISTING SLAB-ON-GRADE AS REQUIRED FOR STRUCTURALWORK - SEE STRUCUTRAL SHEETS. VCT FLOORING ADHESIVEABETMENT N.I.C. (BY ABATEMENT CONTRACTOR)
37 REMOVE EXISTING WINDOW AND SILL. N.I.C. (BY ABATEMENTCONTRACTOR) PREP FOR WALL INFILL.
38 REMOVE SLAB-ON-GRADE AS REQUIRED FOR ELECTRICAL WORK - SEEELECTRICAL SHEETS.
39 NOT USED.
KEY PLAN
AREAB
AREAA
NOTE REGARDING SHEFFIELD TILE:
LAKEVIEW ELEMENTARY WAS CONSTRUCTED OF ASHEFFIELF TILE FLOOR AND ROOF SYSTEM. THIS SYSTEM WAS NEW AND EXPERIMENTAL AT THE TIMEWITH SEVERAL SYSTEMS IN USE AT THE TIME. IT HASPROVEN TO BE TROUBLESOME AS IT FAILS WITHOUTWARNING DUE TO DESIGN AND CONSTRUCTION ISSUESAND THE BRITTLENESS OF THE TILES. IT IS SENSITIVE TOOVER LOADING AND CORING. THE SYSTEM HAS NO REALWAY TO SHARE LOADS AROUND OPENINGS LIKE TODAYS PRECAST PLANK HEADER SYSTEM, SO CHASES ANDLARGER OPENINGS OFTEN REQUIRE LARGER STRUCTURALFRAMED OPENINGS. THE FLOOR AND ROOF AT LAKEVIEWHAVE BEEN SURVEYED IN THE PAST AND NOTED DELFECTION HAS OCCURED IN SEVERAL ROOMS. THIS DEFLECTION HAS ENGAGED NORMALLY NON-STRUCTURALWALL INTO A BEARING CONDITION.
THE DESIGN TEAM HAS ATTENDED TO MOST OPENINGSANTICIPATED FOR FINAL CONSTRUCTION OF THERENOVAITON. IT IS RECOMMENDED THAT THE FLOORSARE NOT USED FOR STORAGE OF MATERIALS. MEANS ANDMETHODSAPPROACHES TO CORING, LOADING AND TEMPORARY CONSTRUCTION SHOULD BE REVIEWED BYTHE CONTRACTOR AND THEIR TEAM TO ASSURE THE SAFETY OF PERSONNEL AND THE STABILITY OF THE STRUCTURE.
PROPOSED SPARTA POLICE DEPARTMENT (PREVIOUSLY LAKEVIEW MONTESSORI SCHOOL BUILDING)
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GARAGE
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BUILDING
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BUILDING
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RIM 790.16 INV(NE)782.16 INV(W)781.96
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RIM 789.37 INV(NE)782.62 INV(SW)782.57
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RIM 788.63 INV(NE)784.03 INV(S)784.13
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RIM 789.23 INV(E)784.98
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RIM 789.03 INV(N)781.73 INV(S)781.63 INV(W)NOT OBSERVED IN FIELD
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RIM 787.05 INV(NE)781.10 INV(SE)781.10 INV(W)781.05
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RIM 787.06 INV(NE)784.84
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RIM 786.98 INV(E)784.48 INV(SW)784.73
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FINISHED FLOOR AT DOOR SILL ELEV 792.08
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FINISHED FLOOR AT DOOR SILL ELEV 792.01
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FINISHED FLOOR AT DOOR SILL ELEV 794.72
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CONCRETE
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CONCRETE
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DECK
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CONCRETE
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CONCRETE
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CONCRETE
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GARDEN BEDS
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SHRUBS
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PLAYGROUND EQUIPMENT
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BENCH
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PLAYGROUND EQUIPMENT
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CONCRETE
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DECORATIVE BRIDGE
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BENCH
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SIGN
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SHED
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RETAINING WALL
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RETAINING WALL
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WOOD FENCE
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WOOD FENCE
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MAILBOX
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ASPHALT CIRCLE
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SIGN
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OVERHANG
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RAILING
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STEPS
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OVERHEAD SIGN ON COLUMNS
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COLUMN
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OVERHANG
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OVERHANG
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OVERHANG
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SWING SET
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RIM 789.35 INV(E)779.35 INV(S)779.25 INV(W)784.10 INV(W)779.40
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PINE STREET
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NORTH RUSK AVENUE
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OSBORNE DRIVE
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CONCRETE
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CONCRETE
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CONCRETE
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(S 89°49'38" E)
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(S 00°44'52" E)
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(S 88°50'44"W)
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(S 21°11'11"W)
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(S 02°47'41" E)
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(S 88°49'38" E)
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(S 62°05'26" E)
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(N 00°44'52"W)
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EAST FRANKLIN
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STREET
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(N 89°49'26"W)
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(112.65')
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(N 89°49'38"W)
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(S 01°50'03"W)
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(67.04')
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CONCRETE
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(716.30')
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51 L.F. OF 4" SANITARY @ 1.04%
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CONNECT PROPOSED 4" SANITARY SERVICE TO SANITARY STUB 5' FROM BUILDING @ INVERT ELEVATION 785.08 . COORDINATE +-. COORDINATE W/BUILDING PLUMBER
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SEE DETAIL 9/C500 FOR SANITARY SEWER CONNECTION DETAIL
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100 L.F. OF 6" STORM @ 1.04%
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CONNECT PROPOSED 6" STORM TO STORM STUB 5' FROM BUILDING @ INVERT ELEVATION 785.08 . COORDINATE +-. COORDINATE W/BUILDING PLUMBER
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CONNECT 6" STORM TO PROPOSED STORM SEWER MAIN W/INSERTA TEE. SURVEYORS UNABLE TO DETERMINE SIZE OF STORM SEWER MAIN. CONTRACTOR TO VERIFY SIZE AND INVERT OF STORM MAIN. COORDINATE W/CITY OF SPARTA PUBLIC WORKS DEPT.
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57 L.F. OF 6" STORM @ 1.04%
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100 L.F. OF 6" STORM @ 1.04%
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CONNECT PROPOSED 6" WATER MAIN TO WATER STUB 5' FROM BUILDING. COORDINATE W/BUILDING PLUMBER
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10 L.F. OF 6" WATER
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109 L.F. OF 6" WATER
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45° BEND
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CONNECT PROPOSED 6" WATER MAIN TO EXISTING WATER MAIN. COORDINATE W/BUILDING PLUMBER & CITY OF SPARTA
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PROPOSED NATURAL GAS LINE- SEE PLUMBING PLANS
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6" VALVE
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11 L.F. OF 6" WATER
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78 L.F. OF 6" WATER
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31 L.F. OF 6" WATER
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1. CONTACT DIGGER'S HOTLINE 5 WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. CONTACT DIGGER'S HOTLINE 5 WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. 2. GRADE, LINE, AND LEVEL TO BE REVIEWED IN THE FIELD BY THE CONSTRUCTION MANAGER. GRADE, LINE, AND LEVEL TO BE REVIEWED IN THE FIELD BY THE CONSTRUCTION MANAGER. 3. ANY EXISTING UTILITIES NOT SHOWN ON THIS DOCUMENT WHICH NEED TO BE REMOVED, RELOCATED AND ANY EXISTING UTILITIES NOT SHOWN ON THIS DOCUMENT WHICH NEED TO BE REMOVED, RELOCATED AND OR ADJUSTED SHALL BE THE RESPONSIBILITY OF THE SITE GRADING CONTRACTOR. 4. REFER TO THE PROPOSED BUILDING MECHANICAL/PLUMBING PLANS TO VERIFY EXACT CONNECTION REFER TO THE PROPOSED BUILDING MECHANICAL/PLUMBING PLANS TO VERIFY EXACT CONNECTION LOCATIONS AND SIZES OF PROPOSED SANITARY SEWER AND WATER LATERALS. 5. COORDINATE ALL UTILITY WORK WITH THE RESPECTIVE TRADES RESPONSIBLE FOR THE INSTALLATION OF COORDINATE ALL UTILITY WORK WITH THE RESPECTIVE TRADES RESPONSIBLE FOR THE INSTALLATION OF GAS, CABLE, TELEPHONE AND ELECTRICAL (INCLUDING MAIN SERVICE, SITE LIGHTING, CONDUITS AND SIGNAGE). 6. COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WITH THE LOCAL MUNICIPALITY. COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WITH THE LOCAL MUNICIPALITY. 7. ALL TESTING AND INSPECTION SHALL BE DONE IN ACCORDANCE WITH SPS 382.21. ALL TESTING AND INSPECTION SHALL BE DONE IN ACCORDANCE WITH SPS 382.21. 8. THE PROPOSED WATER MAIN SHALL HAVE A MINIMUM COVER OF 7'-6" TO THE TOP OF PIPE FROM THE THE PROPOSED WATER MAIN SHALL HAVE A MINIMUM COVER OF 7'-6" TO THE TOP OF PIPE FROM THE PROPOSED FINISHED GRADES, SEE SHEET C300 FOR PROPOSED GRADES. 9. THE MUNICIPALITY SHALL BE CONTACTED PRIOR TO ANY EXCAVATION IN THE PUBLIC RIGHT-OF-WAY, AND THE MUNICIPALITY SHALL BE CONTACTED PRIOR TO ANY EXCAVATION IN THE PUBLIC RIGHT-OF-WAY, AND PRIOR TO CONNECTING SANITARY SEWER AND WATER LATERALS TO THE PUBLIC MAINS. 10. THE CONTRACTOR SHALL HAVE A TRAFFIC CONTROL PLAN APPROVED PRIOR TO WORK COMMENCING. THE CONTRACTOR SHALL HAVE A TRAFFIC CONTROL PLAN APPROVED PRIOR TO WORK COMMENCING. 11. THE MUNICIPALITY SHALL OPERATE ALL EXISTING WATER VALVES, IF NEEDED. THE MUNICIPALITY SHALL OPERATE ALL EXISTING WATER VALVES, IF NEEDED. 12. FIELD VERIFY INVERT ELEVATION OF THE SANITARY SEWER AND WATER PUBLIC MAIN, AT THE LOCATION OF FIELD VERIFY INVERT ELEVATION OF THE SANITARY SEWER AND WATER PUBLIC MAIN, AT THE LOCATION OF THE SERVICE LATERAL CONNECTIONS, PRIOR TO CONNECTING THE LATERALS TO THE PUBLIC MAIN.
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X"ST
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X"W
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X"SS
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12
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C500
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PROPOSED STORM SEWER
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PROPOSED SANITARY SEWER
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PROPOSED WATER MAIN
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PROPOSED STORM SEWER CLEANOUT
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PROPOSED 6" WATER VALVE
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PROPOSED PIPE INSULATION
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THE LOCATIONS, SIZES, AND TYPES OF UNDERGROUND PUBLIC AND PRIVATE LOCATIONS, SIZES, AND TYPES OF UNDERGROUND PUBLIC AND PRIVATE LOCATIONS, SIZES, AND TYPES OF UNDERGROUND PUBLIC AND PRIVATE SIZES, AND TYPES OF UNDERGROUND PUBLIC AND PRIVATE SIZES, AND TYPES OF UNDERGROUND PUBLIC AND PRIVATE AND TYPES OF UNDERGROUND PUBLIC AND PRIVATE AND TYPES OF UNDERGROUND PUBLIC AND PRIVATE TYPES OF UNDERGROUND PUBLIC AND PRIVATE TYPES OF UNDERGROUND PUBLIC AND PRIVATE OF UNDERGROUND PUBLIC AND PRIVATE OF UNDERGROUND PUBLIC AND PRIVATE UNDERGROUND PUBLIC AND PRIVATE UNDERGROUND PUBLIC AND PRIVATE PUBLIC AND PRIVATE PUBLIC AND PRIVATE AND PRIVATE AND PRIVATE PRIVATE PRIVATE UTILITIES OR SUBSTRUCTURES SHOW HEREON WERE OBTAINED FROM VISUAL OR SUBSTRUCTURES SHOW HEREON WERE OBTAINED FROM VISUAL OR SUBSTRUCTURES SHOW HEREON WERE OBTAINED FROM VISUAL SUBSTRUCTURES SHOW HEREON WERE OBTAINED FROM VISUAL SUBSTRUCTURES SHOW HEREON WERE OBTAINED FROM VISUAL SHOW HEREON WERE OBTAINED FROM VISUAL SHOW HEREON WERE OBTAINED FROM VISUAL HEREON WERE OBTAINED FROM VISUAL HEREON WERE OBTAINED FROM VISUAL WERE OBTAINED FROM VISUAL WERE OBTAINED FROM VISUAL OBTAINED FROM VISUAL OBTAINED FROM VISUAL FROM VISUAL FROM VISUAL VISUAL VISUAL INSPECTION, FIELD MEASUREMENTS, AND/OR AS-BUILT PLANS. SANITARY FIELD MEASUREMENTS, AND/OR AS-BUILT PLANS. SANITARY FIELD MEASUREMENTS, AND/OR AS-BUILT PLANS. SANITARY MEASUREMENTS, AND/OR AS-BUILT PLANS. SANITARY MEASUREMENTS, AND/OR AS-BUILT PLANS. SANITARY AND/OR AS-BUILT PLANS. SANITARY AND/OR AS-BUILT PLANS. SANITARY AS-BUILT PLANS. SANITARY AS-BUILT PLANS. SANITARY PLANS. SANITARY PLANS. SANITARY SANITARY SANITARY SANITARY SEWER AND STORM SEWER PIPE SIZES, INVERTS, DIRECTION, AND LOCATIONS AND STORM SEWER PIPE SIZES, INVERTS, DIRECTION, AND LOCATIONS AND STORM SEWER PIPE SIZES, INVERTS, DIRECTION, AND LOCATIONS STORM SEWER PIPE SIZES, INVERTS, DIRECTION, AND LOCATIONS STORM SEWER PIPE SIZES, INVERTS, DIRECTION, AND LOCATIONS SEWER PIPE SIZES, INVERTS, DIRECTION, AND LOCATIONS SEWER PIPE SIZES, INVERTS, DIRECTION, AND LOCATIONS PIPE SIZES, INVERTS, DIRECTION, AND LOCATIONS PIPE SIZES, INVERTS, DIRECTION, AND LOCATIONS SIZES, INVERTS, DIRECTION, AND LOCATIONS SIZES, INVERTS, DIRECTION, AND LOCATIONS INVERTS, DIRECTION, AND LOCATIONS INVERTS, DIRECTION, AND LOCATIONS DIRECTION, AND LOCATIONS DIRECTION, AND LOCATIONS AND LOCATIONS AND LOCATIONS LOCATIONS LOCATIONS BETWEEN MANHOLES ARE SUPPLEMENTED BY AS-BUILT PLANS AND/OR MANHOLES ARE SUPPLEMENTED BY AS-BUILT PLANS AND/OR MANHOLES ARE SUPPLEMENTED BY AS-BUILT PLANS AND/OR ARE SUPPLEMENTED BY AS-BUILT PLANS AND/OR ARE SUPPLEMENTED BY AS-BUILT PLANS AND/OR SUPPLEMENTED BY AS-BUILT PLANS AND/OR SUPPLEMENTED BY AS-BUILT PLANS AND/OR BY AS-BUILT PLANS AND/OR BY AS-BUILT PLANS AND/OR AS-BUILT PLANS AND/OR AS-BUILT PLANS AND/OR PLANS AND/OR PLANS AND/OR AND/OR AND/OR ESTIMATED BASED ON FIELD OBSERVATIONS. PRIOR TO CONSTRUCTION IN THE BASED ON FIELD OBSERVATIONS. PRIOR TO CONSTRUCTION IN THE BASED ON FIELD OBSERVATIONS. PRIOR TO CONSTRUCTION IN THE ON FIELD OBSERVATIONS. PRIOR TO CONSTRUCTION IN THE ON FIELD OBSERVATIONS. PRIOR TO CONSTRUCTION IN THE FIELD OBSERVATIONS. PRIOR TO CONSTRUCTION IN THE FIELD OBSERVATIONS. PRIOR TO CONSTRUCTION IN THE OBSERVATIONS. PRIOR TO CONSTRUCTION IN THE OBSERVATIONS. PRIOR TO CONSTRUCTION IN THE PRIOR TO CONSTRUCTION IN THE PRIOR TO CONSTRUCTION IN THE PRIOR TO CONSTRUCTION IN THE TO CONSTRUCTION IN THE TO CONSTRUCTION IN THE CONSTRUCTION IN THE CONSTRUCTION IN THE IN THE IN THE THE THE VICINITY OF ANY UTILITIES SHOWN HEREON, IT IS RECOMMENDED THAT THE OF ANY UTILITIES SHOWN HEREON, IT IS RECOMMENDED THAT THE OF ANY UTILITIES SHOWN HEREON, IT IS RECOMMENDED THAT THE ANY UTILITIES SHOWN HEREON, IT IS RECOMMENDED THAT THE ANY UTILITIES SHOWN HEREON, IT IS RECOMMENDED THAT THE UTILITIES SHOWN HEREON, IT IS RECOMMENDED THAT THE UTILITIES SHOWN HEREON, IT IS RECOMMENDED THAT THE SHOWN HEREON, IT IS RECOMMENDED THAT THE SHOWN HEREON, IT IS RECOMMENDED THAT THE HEREON, IT IS RECOMMENDED THAT THE HEREON, IT IS RECOMMENDED THAT THE IT IS RECOMMENDED THAT THE IT IS RECOMMENDED THAT THE IS RECOMMENDED THAT THE IS RECOMMENDED THAT THE RECOMMENDED THAT THE RECOMMENDED THAT THE THAT THE THAT THE THE THE LOCATIONS, DEPTHS, AND SIZES BE FIELD VERIFIED. THE LOCATIONS SHOWN DEPTHS, AND SIZES BE FIELD VERIFIED. THE LOCATIONS SHOWN DEPTHS, AND SIZES BE FIELD VERIFIED. THE LOCATIONS SHOWN AND SIZES BE FIELD VERIFIED. THE LOCATIONS SHOWN AND SIZES BE FIELD VERIFIED. THE LOCATIONS SHOWN SIZES BE FIELD VERIFIED. THE LOCATIONS SHOWN SIZES BE FIELD VERIFIED. THE LOCATIONS SHOWN BE FIELD VERIFIED. THE LOCATIONS SHOWN BE FIELD VERIFIED. THE LOCATIONS SHOWN FIELD VERIFIED. THE LOCATIONS SHOWN FIELD VERIFIED. THE LOCATIONS SHOWN VERIFIED. THE LOCATIONS SHOWN VERIFIED. THE LOCATIONS SHOWN THE LOCATIONS SHOWN THE LOCATIONS SHOWN LOCATIONS SHOWN LOCATIONS SHOWN SHOWN SHOWN HEREON ARE ONLY APPROXIMATE, WITH POSSIBILITY THAT ADDITIONAL UTILITY ARE ONLY APPROXIMATE, WITH POSSIBILITY THAT ADDITIONAL UTILITY ARE ONLY APPROXIMATE, WITH POSSIBILITY THAT ADDITIONAL UTILITY ONLY APPROXIMATE, WITH POSSIBILITY THAT ADDITIONAL UTILITY ONLY APPROXIMATE, WITH POSSIBILITY THAT ADDITIONAL UTILITY APPROXIMATE, WITH POSSIBILITY THAT ADDITIONAL UTILITY APPROXIMATE, WITH POSSIBILITY THAT ADDITIONAL UTILITY WITH POSSIBILITY THAT ADDITIONAL UTILITY WITH POSSIBILITY THAT ADDITIONAL UTILITY POSSIBILITY THAT ADDITIONAL UTILITY POSSIBILITY THAT ADDITIONAL UTILITY THAT ADDITIONAL UTILITY THAT ADDITIONAL UTILITY ADDITIONAL UTILITY ADDITIONAL UTILITY UTILITY UTILITY LINES NOT DISCOVERED, OR MARKED, DURING THE SEARCH OF RECORDS AND NOT DISCOVERED, OR MARKED, DURING THE SEARCH OF RECORDS AND NOT DISCOVERED, OR MARKED, DURING THE SEARCH OF RECORDS AND DISCOVERED, OR MARKED, DURING THE SEARCH OF RECORDS AND DISCOVERED, OR MARKED, DURING THE SEARCH OF RECORDS AND OR MARKED, DURING THE SEARCH OF RECORDS AND OR MARKED, DURING THE SEARCH OF RECORDS AND MARKED, DURING THE SEARCH OF RECORDS AND MARKED, DURING THE SEARCH OF RECORDS AND DURING THE SEARCH OF RECORDS AND DURING THE SEARCH OF RECORDS AND THE SEARCH OF RECORDS AND THE SEARCH OF RECORDS AND SEARCH OF RECORDS AND SEARCH OF RECORDS AND OF RECORDS AND OF RECORDS AND RECORDS AND RECORDS AND AND AND THE FIELD SURVEY MAY EXIST. ANY CONTRACTOR USING THE INFORMATION FIELD SURVEY MAY EXIST. ANY CONTRACTOR USING THE INFORMATION FIELD SURVEY MAY EXIST. ANY CONTRACTOR USING THE INFORMATION SURVEY MAY EXIST. ANY CONTRACTOR USING THE INFORMATION SURVEY MAY EXIST. ANY CONTRACTOR USING THE INFORMATION MAY EXIST. ANY CONTRACTOR USING THE INFORMATION MAY EXIST. ANY CONTRACTOR USING THE INFORMATION EXIST. ANY CONTRACTOR USING THE INFORMATION EXIST. ANY CONTRACTOR USING THE INFORMATION ANY CONTRACTOR USING THE INFORMATION ANY CONTRACTOR USING THE INFORMATION CONTRACTOR USING THE INFORMATION CONTRACTOR USING THE INFORMATION USING THE INFORMATION USING THE INFORMATION THE INFORMATION THE INFORMATION INFORMATION INFORMATION SHOWN HEREON IS HEREBY FOREWARNED THAT ANY EXCAVATION UPON THIS HEREON IS HEREBY FOREWARNED THAT ANY EXCAVATION UPON THIS HEREON IS HEREBY FOREWARNED THAT ANY EXCAVATION UPON THIS IS HEREBY FOREWARNED THAT ANY EXCAVATION UPON THIS IS HEREBY FOREWARNED THAT ANY EXCAVATION UPON THIS HEREBY FOREWARNED THAT ANY EXCAVATION UPON THIS HEREBY FOREWARNED THAT ANY EXCAVATION UPON THIS FOREWARNED THAT ANY EXCAVATION UPON THIS FOREWARNED THAT ANY EXCAVATION UPON THIS THAT ANY EXCAVATION UPON THIS THAT ANY EXCAVATION UPON THIS ANY EXCAVATION UPON THIS ANY EXCAVATION UPON THIS EXCAVATION UPON THIS EXCAVATION UPON THIS UPON THIS UPON THIS THIS THIS SITE MAY RESULT IN THE DISCOVERY OF ADDITIONAL UNDERGROUND UTILITIES MAY RESULT IN THE DISCOVERY OF ADDITIONAL UNDERGROUND UTILITIES MAY RESULT IN THE DISCOVERY OF ADDITIONAL UNDERGROUND UTILITIES RESULT IN THE DISCOVERY OF ADDITIONAL UNDERGROUND UTILITIES RESULT IN THE DISCOVERY OF ADDITIONAL UNDERGROUND UTILITIES IN THE DISCOVERY OF ADDITIONAL UNDERGROUND UTILITIES IN THE DISCOVERY OF ADDITIONAL UNDERGROUND UTILITIES THE DISCOVERY OF ADDITIONAL UNDERGROUND UTILITIES THE DISCOVERY OF ADDITIONAL UNDERGROUND UTILITIES DISCOVERY OF ADDITIONAL UNDERGROUND UTILITIES DISCOVERY OF ADDITIONAL UNDERGROUND UTILITIES OF ADDITIONAL UNDERGROUND UTILITIES OF ADDITIONAL UNDERGROUND UTILITIES ADDITIONAL UNDERGROUND UTILITIES ADDITIONAL UNDERGROUND UTILITIES UNDERGROUND UTILITIES UNDERGROUND UTILITIES UTILITIES UTILITIES NOT SHOWN HEREON. IN GENERAL, UNDERGROUND UTILITY LOCATIONS ARE SHOWN HEREON. IN GENERAL, UNDERGROUND UTILITY LOCATIONS ARE SHOWN HEREON. IN GENERAL, UNDERGROUND UTILITY LOCATIONS ARE HEREON. IN GENERAL, UNDERGROUND UTILITY LOCATIONS ARE HEREON. IN GENERAL, UNDERGROUND UTILITY LOCATIONS ARE IN GENERAL, UNDERGROUND UTILITY LOCATIONS ARE IN GENERAL, UNDERGROUND UTILITY LOCATIONS ARE GENERAL, UNDERGROUND UTILITY LOCATIONS ARE GENERAL, UNDERGROUND UTILITY LOCATIONS ARE UNDERGROUND UTILITY LOCATIONS ARE UNDERGROUND UTILITY LOCATIONS ARE UTILITY LOCATIONS ARE UTILITY LOCATIONS ARE LOCATIONS ARE LOCATIONS ARE ARE ARE SHOWN FROM UTILITY MARKINGS, BY OTHERS, AND/OR AS-BUILT PLANS, FROM UTILITY MARKINGS, BY OTHERS, AND/OR AS-BUILT PLANS, FROM UTILITY MARKINGS, BY OTHERS, AND/OR AS-BUILT PLANS, UTILITY MARKINGS, BY OTHERS, AND/OR AS-BUILT PLANS, UTILITY MARKINGS, BY OTHERS, AND/OR AS-BUILT PLANS, MARKINGS, BY OTHERS, AND/OR AS-BUILT PLANS, MARKINGS, BY OTHERS, AND/OR AS-BUILT PLANS, BY OTHERS, AND/OR AS-BUILT PLANS, BY OTHERS, AND/OR AS-BUILT PLANS, OTHERS, AND/OR AS-BUILT PLANS, OTHERS, AND/OR AS-BUILT PLANS, AND/OR AS-BUILT PLANS, AND/OR AS-BUILT PLANS, AS-BUILT PLANS, AS-BUILT PLANS, PLANS, PLANS, PROVIDED BY OTHERS. POINT OF BEGINNING MAKES NO WARRANTY OF ANY BY OTHERS. POINT OF BEGINNING MAKES NO WARRANTY OF ANY BY OTHERS. POINT OF BEGINNING MAKES NO WARRANTY OF ANY OTHERS. POINT OF BEGINNING MAKES NO WARRANTY OF ANY OTHERS. POINT OF BEGINNING MAKES NO WARRANTY OF ANY POINT OF BEGINNING MAKES NO WARRANTY OF ANY POINT OF BEGINNING MAKES NO WARRANTY OF ANY POINT OF BEGINNING MAKES NO WARRANTY OF ANY OF BEGINNING MAKES NO WARRANTY OF ANY OF BEGINNING MAKES NO WARRANTY OF ANY BEGINNING MAKES NO WARRANTY OF ANY BEGINNING MAKES NO WARRANTY OF ANY MAKES NO WARRANTY OF ANY MAKES NO WARRANTY OF ANY NO WARRANTY OF ANY NO WARRANTY OF ANY WARRANTY OF ANY WARRANTY OF ANY OF ANY OF ANY ANY ANY KIND, EXPRESS OR IMPLIED, WITH RESPECT TO THE EXISTING UTILITIES SHOWN EXPRESS OR IMPLIED, WITH RESPECT TO THE EXISTING UTILITIES SHOWN EXPRESS OR IMPLIED, WITH RESPECT TO THE EXISTING UTILITIES SHOWN OR IMPLIED, WITH RESPECT TO THE EXISTING UTILITIES SHOWN OR IMPLIED, WITH RESPECT TO THE EXISTING UTILITIES SHOWN IMPLIED, WITH RESPECT TO THE EXISTING UTILITIES SHOWN IMPLIED, WITH RESPECT TO THE EXISTING UTILITIES SHOWN WITH RESPECT TO THE EXISTING UTILITIES SHOWN WITH RESPECT TO THE EXISTING UTILITIES SHOWN RESPECT TO THE EXISTING UTILITIES SHOWN RESPECT TO THE EXISTING UTILITIES SHOWN TO THE EXISTING UTILITIES SHOWN TO THE EXISTING UTILITIES SHOWN THE EXISTING UTILITIES SHOWN THE EXISTING UTILITIES SHOWN EXISTING UTILITIES SHOWN EXISTING UTILITIES SHOWN UTILITIES SHOWN UTILITIES SHOWN SHOWN SHOWN HEREON, AND BELIEVES THAT THE INFORMATION CONTAINED HEREIN IS AND BELIEVES THAT THE INFORMATION CONTAINED HEREIN IS AND BELIEVES THAT THE INFORMATION CONTAINED HEREIN IS BELIEVES THAT THE INFORMATION CONTAINED HEREIN IS BELIEVES THAT THE INFORMATION CONTAINED HEREIN IS THAT THE INFORMATION CONTAINED HEREIN IS THAT THE INFORMATION CONTAINED HEREIN IS THE INFORMATION CONTAINED HEREIN IS THE INFORMATION CONTAINED HEREIN IS INFORMATION CONTAINED HEREIN IS INFORMATION CONTAINED HEREIN IS CONTAINED HEREIN IS CONTAINED HEREIN IS HEREIN IS HEREIN IS IS IS RELIABLE AND GENERALLY ACCURATE FOR THE PURPOSE INTENDED.
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SCALE: 1"=30
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ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM. CUT SQUARE IN NORTH OF LIGHT POLE BASE LOCATED IN THE PARKING LOT SOUTHEAST OF THE LAKEVIEW MONTESSORI SCHOOL BUILDING, APPROXIMATELY 235 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF SAID BUILDING. ELEVATION = 787.48 BURY BOLT ON HYDRANT LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF PINE STREET AND OSBORNE DRIVE. ELEVATION = 792.84 BURY BOLT ON HYDRANT LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF NORTH RUSK AVENUE AND EAST FRANKLIN STREET. ELEVATION = 792.43
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INV.*
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RIM
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783.00
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794.36
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RIM
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INV.*
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* NOTE: INVERT ELEVATION SHOWN AT 90%%D BEND/VERTICAL RISER
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