reference plan only...city of oglesby 6.00 3.61' alley walnut street 2.31' 1.00'...

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


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


PERU MORRIS

ILLINOIS

09/06/19

C-5

13

UTILITY SITE PLAN

ALL

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WA

LNU

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PA

RK

ING


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"



W/ 112" INSULATION


BACKFILLED BY G.C.

COMPACTED CA-6 (6" MIN.)PROVIDED BY G.C.

ISOLATION VALVES

R S

HUBBELL COVER(PG3048HA00)BUTTERFLY VALVE (TYP.)



W/ 112" INSULATION


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)

*


PERU MORRIS

ILLINOIS

09/06/19

C-6

13

GRADING PLAN


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


TREE PLANTER


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.


ALL

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SE

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A S

QU

AR

E

LEGEND

WATER FEATURE

PAVERS PAVERS

PAVERS

6" 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


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 -


"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




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


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

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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...city of oglesby 6.00 3.61' alley walnut street 2.31' 1.00'...

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