reference plan only...city of oglesby 6.00 3.61' alley walnut street 2.31' 1.00'...
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OWNER
SURVEYOR / ENGINEER
INDEX OF SHEETS
SEPTEMBER, 2019
BENCHMARKS:
OGLESBY
LEGEND
LOCATION MAP
PERU MORRIS
ILLINOIS
09/06/19
25
1
OGLESBY
PROJECT
LOCATION
26 25
35 36
BID SET
PROPOSED SENICA SQUARE
OGLESBY, ILLINOIS
CITY OF OGLESBY
REFERENCE PLAN ONLY(ICE RINK BID PURPOSES)
PERU MORRIS
ILLINOIS
09/06/19
C-4
13
DIMENSIONAL LAYOUT PLAN
5.00'±
4.41'
2.08'
8.5
4'
24
.00
'
24
.00
'
8.5
4'
5.24'
5.31'
8.5
4' CROSSWALK
PROPOSED SENICA SQUARE
OGLESBY, ILLINOIS
CITY OF OGLESBY
6.0
0
3.61'
ALL
EY
WA
LNU
T
ST
RE
ET
2.31'
2.83'1.00'
1.00
1.0
0
7.3
4'
7.3
4'
2.54'
PARKING
RAMP
STAGE
PAVERSPAVERS
PAVERS
12" WHITE
30
.92
'
17.43'
SE
NIC
A S
QU
AR
E
9.0
0'
9.0
0'
11
.00
'5
.00
'
20.00' 4.50'
100.00'
60
.00
'
50.00'
30
.00
'
2.00'
H/C SIGN
5.00'30.00'
BUILDING
BUILDING
BUILDING
PAVERS
8.00'
BID SET
5.00'
3.63'
6.60'
2.08'
30' DIA.
RA
MP
LANDING
5' x 5'PUMPSKID
4' x 4' PIT
ELECT.TRANS7' x 7'
CHILLER8' x 14'
CONTRACTOR SHALL VERIFY CHILLER,PUMPSKID AND TRANS. SIZE AND PROVIDEREQUIRED CONCRETE BASE
4' x 4.5' PIT
SEE PARTIAL SITE PLAN
SHEET (A-5) FOR ADDITIONAL
INFORMATION
INDICATES ICE RINKPERIMETER
28
.00
6.00
INDICATES CHARGING STATION &AREA LIGHT (SEE SHT. M-2 FORADDITIONAL ELECTRICAL EQUIP.& LOCATIONS)
1.33
30' DIA.
30' DIA.
1.33
1.33
STAMPED CONCRETE
37.40'±
17.43'±
17.30'±
STAGESTAIRS
PAVER ACCENT
76.0
0' DIA.
PAVER ACCENT
PAVER ACCENT
PAVER ACCENT
2.00'
WATER FEATURE(PAINTED CONCRETE)
TREEPLANTER
TREEPLANTER
TREEPLANTER
POURED CONCRETE
POURED CONCRETE
POURED CONCRETE
4" PAINTED LINES(YELLOW) TYP.
PRIVACY FENCE
PAINTED BORDER 39
.13
'3
9.1
3'
66.20' 66.20'
1.8
7'
1.8
7'
54.00'
54.00'
INDICATES STORM DRAIN(SEE SHT. C-5 FOR ADDITIONALINFORMATION)
EDGE OF CONC.FLOOR
REFERENCE PLAN ONLY(ICE RINK BID PURPOSES)
PERU MORRIS
ILLINOIS
09/06/19
C-5
13
UTILITY SITE PLAN
ALL
EY
WA
LNU
T
ST
RE
ET
PA
RK
ING
PROPOSED SENICA SQUARE
OGLESBY, ILLINOIS
CITY OF OGLESBY
BID SET
STM INLETRIM=629.37INV(S)=627.23 (12" PFBP)
STORM MHRIM=629.87INV(N)=627.23 (12" PFBP)INV(W)=626.40 (12" PFBP)INV(W)=626.38 (12" PFBP)INV(E)=626.30 (12" PFBP)
STM INLETRIM=629.37INV(S)=626.87 (12" PFBP)
SECTION - "B"
6" HDPE TRANSMISSION SUPPLY AND RETURN
SECTION - "C"
TYSON CORNER CHASE DETAIL W/ CAPSECTION - "A" CORNER CHASE DETAIL W/ PIPE
RAMP
STAGE
PAVERS PAVERS
PAVERS
16"x16"x16" CATCH BASIN W/ S.S. ADA /HEEL PROOF GRATE & HEAVY DUTYGALVANIZED STEEL SEDIMENT BASKET(MODEL STANDARTPARK SWI8472-SSOR APPROVED EQUAL)RIM=632.65INV(E)=631.68 (8" ADS N-12)
16"x16"x16" CATCH BASIN W/ S.S. ADA /HEEL PROOF GRATE & HEAVY DUTY
GALVANIZED STEEL SEDIMENT BASKET(MODEL STANDARTPARK SWI8472-SS
OR APPROVED EQUAL)RIM=632.65
INV(E)=631.68 (8" ADS N-12)
16"x16"x16" CATCH BASIN W/ S.S. ADA /HEEL PROOF GRATE & HEAVY DUTYGALVANIZED STEEL SEDIMENT BASKET(MODEL STANDARTPARK SWI8472-SSOR APPROVED EQUAL)RIM=632.50INV(E)=631.53 (8" ADS N-12)
16"x16"x16" CATCH BASIN W/ S.S. ADA /HEEL PROOF GRATE & HEAVY DUTYGALVANIZED STEEL SEDIMENT BASKET(MODEL STANDARTPARK SWI8472-SSOR APPROVED EQUAL)RIM=632.55INV(W)=631.58 (8" ADS N-12)
16"x16"x16" CATCH BASIN W/ S.S. ADA /HEEL PROOF GRATE & HEAVY DUTYGALVANIZED STEEL SEDIMENT BASKET(MODEL STANDARTPARK SWI8472-SSOR APPROVED EQUAL)RIM=632.55INV(W)=631.58 (8" ADS N-12)
16"x16"x16" CATCH BASIN W/ S.S. ADA /HEEL PROOF GRATE & HEAVY DUTY
GALVANIZED STEEL SEDIMENT BASKET(MODEL STANDARTPARK SWI8472-SS
OR APPROVED EQUAL)RIM=632.50
INV(E)=631.53 (8" ADS N-12)
183' X 15" ADS N-12P.E. PIPE @ 1.31%
5'
194' X 4" PVC C-900 WATER SERVICE
YARD HYDRANT COMPLETE(ECLIPSE #2 POST HYDRANT)
YARD HYDRANT COMPLETE(ECLIPSE #2 POST HYDRANT)
32' X 4" PVC C-900 WATER SERVICE
96' X 4" PVC C-900WATER SERVICE
15' X 8" ADS N-12P.E. PIPE @ 22.27%
15' X 8" ADS N-12P.E. PIPE @ 10.73%
56' X 8" PVC C-900 PIPE @ 5.32%
56' X 8" PVC C-900P.E. PIPE @ 4.05%
24' X 8" ADS N-12P.E. PIPE @ 9.04%
24' X 8" ADS N-12P.E. PIPE @ 12.00%
4" WATER SERVICECAP / PLUG(TEMPORARY)
4"x4"x4" D.I. TEE
4"x4"x4" D.I. TEE
15"x8" ADS N-12WYE W/ CAPINV=629.92
15"x8" ADS N-12 WYEINV=629.41
15"x8" ADS N-12 WYEINV=629.41
15"x6" ADSN-12 WYEINV=629.07
15"x6" ADSN-12 WYE
INV=629.03
15"x8" ADS N-12 WYEINV=628.70
15"x8" ADS N-12 WYEINV=628.19
CONNECT TO EXISTING 10" WATER MAINGATE VALVE & BOX, 4"TAPPING SLEEVE W/ M.J. CONNECTION, 4"
REMOVE EXISTING CURB BOXESCLOSE CURB VALVES AND CAP SERVICEON NORTH SIDE OF CURB VALVES
APPROXIMATE LOCATION OFEXISTING 10" WATERMAIN
45° BEND, 8"
45° BEND, 8"45° BEND, 8"
45° D.I. BEND, 4"
45° BEND, 8"
ADAPTOR, 8" C-900TO 8" ADS
6" ADS N-12 DUAL WALLSMOOTH INTERIOR PERFORATEDHDPE DRAINAGE TILE (STICKPIPE) WITH SOIL TIGHT PROLINKCONNECTORS (TYP.)
6" ADS PE SMOOTH INTERIORPERFORATED UNDERDRAIN
45° BEND, 8"
ADAPTOR, 8" C-900TO 8" ADS
45° BEND, 8"
TIE 6" ADS N-12 UNDERDRAINTO 15" ADS N-12 P.E. PIPE
INV=628.13
TIE 6" ADS N-12 UNDERDRAIN TO6" ADS N-12 UNDERDRAININV=629.48
PIPE UNDERDRAIN DETAIL
6" P.E. PERFORATEDUNDERDRAIN PIPE
1'-2" 1"
2'-0
"
CA-7 BACKFILL,NO FINES
PAVEMENT STRUCTURE
PROPOSED STORM MANHOLE 4' DIA.WITH FLAT TOP & TY 1 FR. & C.L.
RIM=630.46INV(S)=627.52 (15" ADS N-12)
INV(W)=627.19±INV(E)=627.19±
* **
CHILLER(BY OTHERS)
ELECTRANS
PUMPSKID(BY OTHERS)*
*
TIE 6" ADS N-12 UNDERDRAINTO 15" ADS N-12 P.E. PIPE
INV=629.16±
45° BEND, 6"
WATER FEATURE
12.5 L.F. 6" ADS N-12 P.E. PIPE
6" ADS P.E.
*SERVICE PIT
SAN. MHRIM= 629.80INV(W)= 622.20 (12" RCP)INV(E)= 621.58 (12" RCP)
BUILDING
BUILDING
MANHOLE
CONTRACTOR TO VERIFYEXISTING STORM SEWERINVERTS PRIOR TO ORDERING
BUILDING
4" x 4" TREATED LUMBER
6" SDR-11 HDPETRANSMISSION LINES
W/ 112" INSULATION
SAND FILL SUPPLIED,COMPACTED &
BACKFILLED BY G.C.
R S
SR12"
4" x 4" TREATED LUMBER
6" SDR-11 HDPETRANSMISSION LINES
W/ 112" INSULATION
SAND FILL SUPPLIED,COMPACTED &
BACKFILLED BY G.C.
COMPACTED CA-6 (6" MIN.)PROVIDED BY G.C.
ISOLATION VALVES
R S
HUBBELL COVER(PG3048HA00)BUTTERFLY VALVE (TYP.)
4" x 4" TREATED LUMBER
6" SDR-11 HDPETRANSMISSION LINES
W/ 112" INSULATION
SAND FILL SUPPLIED,COMPACTED &
BACKFILLED BY G.C.
1'-5"
4'-0" TRENCH
1'-5"
4'-6" SERVICE PIT1'-5"
4'-0" SERVICE PIT
SERVICEPIT
4" HDPE (SDR 11) UNDERGROUNDTRANSMISSION SUPPLY AND RETURNLINES, FUSION WELDED. CONTRACTORTO COORDINATE WITH MANUFACTURERFOR INSTALLATION.
4" X 4" TREATED LUMBER HEADERRISER @ 6'-0" O.C.(TYP.)
6" HDPE TRANSMISSIONLINES, BELOW GRADE
"A"
"B"
"C"
THIS CONTRACTOR SHALL COORDINATE ALL REQUIRED EQUIPMENT INSTALLATION WITH ICE RINKMANUFACTURER. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TRANSMISSION LINES ANDSERVICE PIT AS INDICATED. SECTIONS AND DETAILS PROVIDED ARE FOR REFERENCE & BIDDING. CONTRACTORSHALL VERIFY EXACT EQUIPMENT LOCATION & INSTALLATION REQUIREMENTS WITH ICE RINK MANUFACTURER.THE DETAILS & EQUIPMENT USED ARE BASED ON THE MANUFACTURER "EVERYTHING ICE".
PROVIDE NEW TYPE-3FRAME & GRATE (ADJUSTAS REQUIRED)
3'-0
"
12
"
3'-0
"
12
"
3'-0
"
1'-6
"5
"
PROVIDE NEW CONCRETETAPPING SLEEVE "INSERTATEE" AS REQUIRED.ASSUMED INV = 623.34±CONTRACTOR TO VERIFYEXISTING SANITARY SEWERINVERT
6" PVC SANITARY SEWERSERVICE (SDR 26) @1.00%
5'9'±
6" SAN. PIPEINV.= 629.25(TOP OF FOOTING)
WATER FEATUREDRAINS (SEE SHT C-8)
COMPACTED CA-6 (6" MIN.)PROVIDED BY G.C.
POLYMER CONCRETE ENCLOSURE BOX"QUAZITE" 30"x48" PG STYLE, TIER 15 (MIN.)
(VERIFY ACTUAL SIZE REQUIRED)
*
REFERENCE PLAN ONLY(ICE RINK BID PURPOSES)
PERU MORRIS
ILLINOIS
09/06/19
C-6
13
GRADING PLAN
PROPOSED SENICA SQUARE
OGLESBY, ILLINOIS
CITY OF OGLESBY
ALL
EY
WA
LNU
T
ST
RE
ET
BID SET
630.
50 TC
629.
66 EP
629.
84 EP
630.
44 EP
630.
50 TC
630.97 TC630.85 EP 632.55
632.
65
632.
65
632.65
632.
65
632.
75
632.
70
632.
70
632.65 TC631.00 EP 632.65
632.
70 TC
632.
70
632.
5063
2.68
632.
78
632.90
632.
90
632.
70
632.
70
632.
70
635.20
632.70
ACCESSIBLE RAMP 2
LANDING
BAND STAGE
TREE PLANTER
1:12 (MAX)
BUILDING
BUILDING
635.20
632.85
631.35
630.
85
630.
80
630.
90
631.10
TYPE B-6 BARRIER CURB58.3 L.F.
TYPE B-6 DEPRESSED CURB, 35 L.F.
TYPE B-6 BARRIER CURB25 L.F.
632.
70
632.
70 BOLLARD
BOLLARD
BOLLARD
SERVICE PIT
632.
80
632.
80
632.
80
632.
80
632.
70
632.
65
STORAGEF.F. = 632.75
632.
70 TC
632.60
632.
65
632.
90
F.F. = 633.19
F.F. = 633.30
632.90
632.
78
632.
65
632.50 632.
80
632.
80
632.
80
632.
80
632.
80
632.
73
632.
70
632.
90
632.
90
632.
90
632.
90
632.
90
632.
78
632.
80
631.
53 EP
632.
00 EP
632.
80
632.
70
632.
60
632.68 TC
632.18 EP
632.
60 TC
631.
93 EP
632.
53 TC
632.
50 TC
631.
83 EP
TYPE B-6 BARRIER CURB149.5 L.F.
632.
70
632.
65
632.
90
TOP OF PLANTER634.63
TREE PLANTER
TOP OF PLANTER634.63
TREE PLANTER
TOP OF PLANTER634.63
6'
6'
632.65
632.
65
WATER FEATURE
632.
90
CHILLER
ELECTRANS F.F. = 635.20
STAIRS
63
2.7
0
632.70
630.90
CURB RAMP
CURBRAMP
1:1
2 M
AX
1:1
2 M
AX
632.
80
632.65
632.75
63
2.6
5
632.75632.7
5
CONCRETE HERE ONLY
CONCRETE LIMITS
1:1
2 M
AX
11'
2%
MAX
2% MAX
2% MAX
1:1
2 M
AX
LEGEND
EXISTING GROUND CONTOURS
PROPOSED SPOT ELEVATIONS
DETECTABLE WARNING
PROPOSED PRIVACY FENCE
PROPOSED INLET
BOLLARD AND POLE LIGHT
PROPOSED MASONARY WALL
632.80
BOLLARD
RIM
RIM
RIM
RIM
RIM
RIM
DETECTABLE WARNING SURFACE- "ARMOR-TILE"CAST IN PLACE SYSTEM VITRIFIED POLYMERCOMPOSITE (VPC), OR APPROVED EQUAL(BRICK RED COLOR)
SE
NIC
A S
QU
AR
E
630.7
5
630.7
5632.8
2
630.28 TC630.
16 EP
630.90 TC
1:10 MAX
AC
CES
SIB
LE R
AM
P 1
635.
15
630.
70
8.0
0
632.
71 632.6
3
632.61
632.69 632.17 TC632.13 EP
5.5'
632.19 TC632.15 EP
MATCH
EXIST.MAT
CHEX
IST.
MATCH
EXIST.
MATCH
EXIST.
MATCH
EXIST.
MATCH
EXIST.
MATCH
EXIST.
MATCH
EXIST.
632.
75
632.70632.75
632.75
630.65
635.
15
632.95
632.7
5
632.
75
635.0
0
MODIFIED DEPRESSED CURB, 11.52 ±L.F.
TYPE B-6 BARRIER CURB78 L.F.
REFERENCE PLAN ONLY(ICE RINK BID PURPOSES)
ALL
EY
WA
LNU
T
ST
RE
ET
PA
RK
ING
SE
NIC
A S
QU
AR
E
LEGEND
WATER FEATURE
PAVERS PAVERS
PAVERS
6" REINFORCED P.C.C. PAVEMENT
5" REINFORCED P.C.C. PAVEMENT
PERMEABLE PAVERS -
STANDARD PAVERS -
A s
PERU MORRIS
cos A ET SILLINOIS
09/06/19
C-7
13
BID SET
PROPOSED SENICA SQUARE
OGLESBY, ILLINOIS
CITY OF OGLESBY
PAVEMENT PLAN
TYPE B-6 DEPRESSED CURB
N.T.S.TYPE B-6 BARRIER CURB
N.T.S.
PAVEMENT7"
1-1/2"
TIE BAR
PAVEMENT
TIE BAR
6"1"
R 1"
STAMPED CONCRETE -
WATER FEATURE SURFACE -
4" REINFORCED P.C.C. PAVEMENT
"UNLOCK" THORNBURY (50% LARGE RECTANGULAR,50% MEDIUM RECTANGULAR) COLOR TO BE SELECTEDFROM STANDARD COLOLRS (SEE DETAIL)
4" THICK W/ 6 X 6 W1.4 x 1.4 W.W.M. STAMP PATTERN SHALLBE "STONE PATTERN" (24" X 24") BLUESTONEWITH UNI-MIX INTEGRAL COLOR CONCRETE PER "BUTTERFIELD"COLOR PRODUCTS". PROVIDE "FIRST SEAL" PENETRATINGSEALER AS PER MANUFACTURER REQUIREMENTS.
"UNLOCK" THORNBURY" (50% LARGE RECTANGULAR, 50%MEDIUM RECTANGULAR) COLOR TO BE SELECTED FROM STANDARD COLORS. (PROVIDE ENGRAVED LETTERING ASSHOWN BELOW).
4" REINFORCED P.C.C. PAVEMENT. APPLY "TUFF COAT "UT-100 WATER BASE, RUBBERIZED NON-SLIP SURFACECOATING TO (30' X 50') WATER FEATURE PAD. APPLY INSTRICT ACCORDANCE WITH MANUFACTURER REQUIREMENTS.PREPARE CONCRETE SURFACE AS DIRECTED BY MANUFACTURER.
ACCENT PAVERS -"UNLOCK" "COPTHORNE" (2 1/2" X 7 7/8" X 2 3/8") SEEPLANS FOR LOCATION AND WIDTH REQUIRED (COLOR TO BE SELECTED FROM STANDARD COLORS)
2211 S.F.
699 S.F.
14228 S.F.
554 S.F.
328 S.F.
1040 S.F.
2701 S.F.
1836 S.F.
4" REINFORCED P.C.C. PAVEMENT474 S.F.
CONCRETE CONSTRUCTION JOINT DETAIL
N.T.S.
1 1/4"
(IF REQUIRED)
#4 BARS (24" LG.) @ 24" CTRS(CENTERED IN SLAB)
TOOLED OR SAWCUT (TYP)VERIFY W/ ENGINEER PRIORTO POUR
COMPACTED AGG. BASECOURSE (CA-6)
CONCRETE CONTROL JOINT DETAIL
N.T.S.
TOOLED EDGES(TYP)
1/2" EXPANSION MATERIAL (FULL DEPTH)W/ REMOVABLE TOP CAP "ZIP STRIP"
APPLY APPROVED SELF LEVELINGSEALANT (TYP)
REINFORCED P.C.C. PAVEMENT
COMPACTED AGG. BASECOURSE (CA-6)
REINFORCED P.C.C. PAVEMENT DETAIL
N.T.S.
W1.4 x W1.4 OR W2.9 x W2.9 WWF(SHEET MESH)
PROPOSEDBUILDING
6" AGGREGATE BASE COURSE, TY. B (CA-6)6 X 6 W1.4 X W1.4 WWM (SEE NOTE THIS SHEET)
ALLEY2269 S.F.
1'-6
"
6"
2.
GENERAL NOTES :
WELDED WIRE MESH SHALL BE THE SHEET TYPE (NOT ROLLED) AND SHALL BE SUPPORTED AT THE CENTEROF THE PROPOSED PAVEMENT USING CONCRETE BRICKS. OVERLAP SHEETS A MINIMUM OF 12" BETWEENOUTERMOST CROSS WIRES OF EACH SHEET (VERIFY REQUIRED LAP PER NEC, ARTICLE 680).
LANDSCAPEDAREA (SEENOTE 3)
3. PROVIDE 4" THICK (MIN.) LANDSCAPE ROCK WITH WEED BLOCK FABRIC.
RAMP 2
LANDING
BAND STAGEFOUNDATION
PAVERS
1 1/2" HOT MIX ASPHALT SURFACE COURSE, MIX C, N30BITUMINOUS MATERIALS PRIME COAT, RC-701 1/2" HOT MIX ASPHALT BINDER COURSE, IL-19.OL, N30BITUMINOUS MATERIALS PRIME COAT, MC-30
1. CONTRACTOR TO SUBMIT PAVEMENT JOINTING PLAN TO BE APPROVED BY ENGINEER
6" AGGREGATE BASE COURSE, TY. B (CA-6)6 X 6 W1.4 X W1.4 WWM (SEE NOTE THIS SHEET)
6" AGGREGATE BASE COURSE, TY. B (CA-6)6 X 6 W1.4 X W1.4 WWM (SEE NOTE THIS SHEET)
6" AGGREGATE BASE COURSE, TY. B (CA-6)6 X 6 W2.9 X W2.9 WWM (SEE NOTE THIS SHEET)
5.00'
BUILDING
BUILDING
SENICA SQUAREENGRAVED LETTER DETAIL
18
"
18'±
LETTER TYPE TO BEDETERMINED BY OWNERFROM A MINIMUM OF30 STYLES
RA
MP
1BARRIERCURB
STAIR - 1
ST
AIR
- 2
STAMPEDCONCRETE
STAMPEDCONCRETE
TY. B CURB WHERE EXPOSED
SECTION A
HEIGHT EXCEEDS 9"
18"
R=1"12"
6"
6"
TOP OF PAVEMENT
>9" & <1'-8"
N.T.S.
ACCENT PAVERS
ACCENT PAVERS
ACCENT PAVERS
ACCENT PAVERS
ACCENT PAVERSACCENT PAVERS
BLOCK STAIRS
CHILLERPAD
TRANS.PAD
PAD
REFERENCE PLAN ONLY(ICE RINK BID PURPOSES)
UE
UE
UE
UE
UE
UE
UE
UE UE UEUEUEUE UE UE
UE
UE
UE
UE
UE
UE
UE
UE
UE UE
UEUE
UE
UE
UE
UE
UE
PERU MORRIS
ILLINOIS
09/06/19
M-2
3
PROPOSED ELECTRICAL SITE PLAN
ALL
EY
WA
LNU
T
ST
RE
ET
PROPOSED SENICA SQUARE
OGLESBY, ILLINOIS
CITY OF OGLESBY
BID SET
LP=647.99
LP=651.53
LP=650.02
LP=643.23
LP=646.96LP=644.47LP=658.42
CHILLER(BY OTHERS)
RAMP
LANDING
ELECT.
12"
END OF NEW SIDEWALKCONSTRUCTION
CAP
(2) 2" CONDUITUNDER SIDEWALK
FUTURE SITE LIGHTBY CITY. COORDINATEWITH CITY FOR LOCATIONAND CONDUIT TERMINATIONS
TO BE REMOVED ANDRETURNED TO CITY
2" BURIED CONDUIT FROMALLEY POLE TO UNDERGROUNDENCLOSURE
10'±(TYP)
RUN CONDUIT UP POLE24" AND CAP
END OF NEW SIDEWALKCONSTRUCTION
12" CAP
13" X 24" X 18"ENCLOSURE
(2) 3" CONDUITS FROM PB-1TO ENCLOSURE
PB-1
(2) 3" BURIED CONDUITS TO BANDSTAGE (TERMINATE 36" ABOVEPAVEMENT). LOCATION TO BEDETERMINED IN FIELD
120/240 V, SERVICE INCONDUIT (BY CITY OF OGLESBY ELECTRICALDEPARTMENT)
30' (TYP.)
BUILDING
BUILDING
BAND STAGE
PLANTERPLANTER
PLANTER
WATER FEATURE
EXISTING OVERHEAD POWER SUPPLYTO BE REMOVED BY CITY AFTER NEWCONDUIT AND POWER SUPPLY HAS BEEN INSTALLED TO EXISTING HANDHOLE
15.00'
EXISTING LIGHT FIXTURE
RELOCATE EXISTING TELEPHONESERVICE AS REQUIRED
15.00'30.00' (TYP.)
LEGENDELECTRICAL NOTES
PLANTER OUTLET - LOW PROFILE OUTDOOR LANDSCAPE LIGHTING POSTENCLOSURE WITH EXTRA DUTY WEATHERPROOF IN USE OUTLET COVER(MODEL: "ARLINGTON" GARD-N-POST GP19B-1 OR APPROVED EQUAL) - 3 EACH
POWER PEDESTAL WITH (2) 15A DUPLEX RECEPTACLES AND (2) 15A MINIBREAKERS, PAD MOUNT BASEPLATE, WEATHERPROOF COVER, BLACK(MODEL- "VALID MANUFACTURING" EPT7-NW OR APPROVED EQUAL) - 10 EACH
"QUAZITE" UNDERGROUND ENCLOSURE 1"X 18" X 18" D, UNLESS NOTEDOTHERWISE, PG STYLE, TIER 8, W/ 2 BOLT LOCKABLE LID AND "ELECTRIC"LOGO. (VERIFY LOCATION IN FIELD WITH ENGINEER) MINIMUM SERVICECONDUIT SIZE SHALL BE (1") (IN AND OUT) OF ENCLOSURE. TIE ALLENCLOSURES TOGETHER WITH A MINIMUM OF (1) 2" CONDUIT - 6 EACH
OUTDOOR CHARGING STATION WITH AREA LIGHT, 6"x8"x48" T, NEMA 3RALUMINUM CONSTRUCTION WITH 25W, 4000K LIGHT, 2-GANG, (1) DUPLEXGFCI RECEPTACLE, (1) 4-PORT USB OUTLET, BLACK(MODEL LEGRAND WIREMOLD XCSLF2GRU-BK OR APPROVED EQUAL) - 4 EACH
DECORATIVE DOWNLIGHT FIXTURE, ALUMINUM BELL STYLE SHADE WITH ROUNDEDGE, LED, 60 WATTS, FLAT GLASS LENS, 101
2" DIAMETER POLE, (12' H)2" BALL CENTER CAP, DOUBLE BANNER ARMS, (2) GFI DUPLEXRECEPTACLES WITH LOW PROFILE IN-USE COVER, BLACK(MODEL STERNBERG LIGHTING OMEGA SERIES1A-1521LED-R-12L40T5-MDL018-FG/480HPM/4512FP4-.188/BCC/2-GFI LPIUC/BDBA6/BKT) - 5 EACH
THIS CONTRACTOR SHALL PROVIDE4" CONDUIT RUN FROM EXISTINGPOWER POLE (10' A.F.G.) TO NEWCONCRETE TRANSFORMER PAD (FORFUTURE PANEL & CT CABINET). ALLWORK SHALL BE COORDINATED WITHTHE CITY ELECTRIC DEPARTMENT
PROVIDE UNDERGROUND CONDUITTO CHILLER PAD FROM ELECT.TRANS. AS DIRECTED BY THE CITYELECTRIC DEPARTMENT. ASSUME(1) 4" CONDUIT UNLESS DIRECTEDOTHERWISE (VERIFY).
VER
IFY
11
22
10
1918
20
11
10
10
13
15
11
10
1617
12
22
10
21
22
14
11
ELECTRICAL CONTRACTOR SHALL WORK WITH CONCRETE CONTRACTOR TO VERIFY PROPERBONDING OF WIRE MESH REINFORCEMENT AS PER N.E.C. REQUIREMENTS. GROUNDING OFWATER FEATURE SHALL COMPLY WITH THE REQUIREMENTS OF PARTS 1,II & V OF ARTICLE 680OF THE NEC. PROVIDE BARE SOLID #8 AWG COPPER CONDUCTORS AND CONNECTORS LISTEDFOR USE IN CONCRETE.
1.
TRANS
PUMPSKID(BY OTHERS)
BUILDING
RELOCATEDPEDESTAL
SE
NIC
A S
QU
AR
E
75.00'
28.0
0'
28.0
0'1
00
.00
'
14.0
0'
(TYP
.)
10.14'
ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SIZING ALL REQUIREDLIGHTING & RECEPTACLE (POWER STATIONS ETC..) CABLE (WIRE) RUNS TO ACCOMMODATE ALLVOLTAGE DROP.
2.
7'±
(VER
IFY)
7'±
(VER
IFY)
17.17'±
17.17'±
RA
MP
EXISTING ELECTRICAL HANDHOLETO BE REMOVED. INSTALL NEWENCLOSURE & (2") CONDUITS ASREQUIRED.
TO LIGHT FIXTURE
NOTE: LIGHT MUST NOT BE REMOVEDUNTIL NEW UNDERGROUND POWERSUPPLY CAN BE ESTABLISHED.COORDINATE WITH CITY ELECT. DEPT.
INDICATES WATER FEATUREACTIVATOR (SEE SHT C-8)
REFERENCE PLAN ONLY(ICE RINK BID PURPOSES)
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