general notes32ba702a... · 22 bw-conc 22 epb1epb1 bcl1 88 fw-conc fw-conc 9999 99 bcl1 99 bcl1 88...

GENERAL NOTES

NONE

2

BENCHMARKS

INDEX OF SHEETS

LOCATED SE CORNER OF RECREATION CENTER 820.887 NAVD 88BM#1

NE CORNER OF RECREATION CENTER 826.154 NAVD 88BM#2

HIGHWAY STANDARDS

BENCHMARKS AND HIGHWAY STANDARDS

GENERAL NOTES, INDEX OF SHEETS,

KAR

SECTION COUNTY

ILLINOIS FED. AID PROJECT

TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

SCALE:

CITY OF McHENRY, ILLINOIS

642jdmUSER NAME =

PLOT SCALE = 20.0000 ' / in.

PLOT DATE = 2/22/2018 DATE

DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.

SHEET OF SHEETS STA. TO STA.

-

-

-

-

-

-

-

-

JDM

DJS

11-27-17

Defa

ult

I:\Crystal

Lake\M

CH

EC\1

70812-R

ec Center\C

AD

D\S

heets\1

70812_S

HT_

Gen

Note

s.d

gn

FIL

E N

AM

E:

MO

DE

L:

15

NONE

SUMMARY OF QUANTITIES

SUMMARY OF QUANTITIES 3

KAR

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

SCALE:


642jdmUSER NAME =

PLOT SCALE = 20.0000 ' / in.


DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

-

-

-

-

-

-

JDM

DJS

11-27-17

Defa

ult

I:\Crystal

Lake\M

CH

EC\1

70812-R

ec Center\C

AD

D\S

heets\1

70812_S

HT_S

OQ.d

gn

FIL

E N

AM

E:

MO

DE

L:

15

2 1 5 3 4

8

74 3 5 1 2

7

3

2

8

6

5

4

1

1 4

3

7

8

4 3 1 2 5

VARIES

¡ ROAD

36'

VARIESVARIES

NORTH ACCESS ROAD

A A

B

B

MAIN A

CC

ESS R

OA

D

7

8

24

3

6

HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 - 2"

HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 - 2 1/2"

AGGREGATE BASE COURSE, TYPE B - 4"

PARKWAY RESTORATION (SEE LANDSCAPING PLAN)

TOPSOIL, 6" (12" IN LANDSCAPED BEDS) (INCLUDED IN SITE GRADING)

PROPOSED LEGEND

EXTENSION - TYPICAL SECTIONS

McHENRY RECREATIONAL FACILITY PARKING LOT

SECTION A-A

SECTION B-B

4

AGGREGATE BASE COURSE, TYPE B - 12"

(GUTTER PITCHED OUT WHERE DETERMINED BY THE ENGINEER)

COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12

56

VARIES VARIES

29.5'

15.5'

1:121:12

1:121:12

MAX

4:1

(AS DETERMINED BY THE ENGINEER)

SUBGRADE REMOVAL AND REPLACEMENT

12

13

14

47 48 49 50+00

KAR

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

SCALE:


642jdmUSER NAME =

PLOT SCALE = 7.5000 ' / in.


DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

-

-

-

-

-

-

JDM

DJS

11-27-17

Defa

ult

I:\Crystal

Lake\M

CH

EC\1

70812-R

ec Center\C

AD

D\S

heets\1

70812_S

HT-T

ypSect.dgn

FIL

E N

AM

E:

MO

DE

L:

15

1" = 20'

821 8

4

821 8

4

BASIN TO REMAINEXISTING DETENTION

MUNICIPAL DRIVE

TO REMAINEXISTING SIDEWALK

TO REMAINMH AND DRAINAGEEXISTING STORM

TO BE RELOCATEDEXISTING ENCLOSURE

TO REMAINAND VALVE METEREXISTING WATER MAIN

BE REMOVED (TYP)TOEXISTING TREES

PARKING LOTLIMITS FOR PROPOSEDCLEARING & GRUBBING

REMOVALPAVEMENT/SIDEWALK

LEGEND

NOTES:

BEFORE ANY REMOVAL OR ADJUSTMENTS. VERIFY ALL EXISTING UTILITES AND STRUCTURES WITH THE CITYPRIOR TO ANY CONSTRUCTION ACTIVITY CONTRACTOR SHALL2.BE ADJUSTED PER CITY OF McHENRY POLICIES AND PROCEDURES. WITH CONCRETE SIDEWALK. ANY UTILITY CONFLICTS WILLALL EXISTING SIDEWALK REMOVED WILL BE REPLACED1.

EXISTING CONDITIONS AND REMOVAL PLAN

McHENRY RECREATIONAL FACILITY5

TO REMAINEXISTING HMA APRON

CONNECTIONFIBER OPTIC CABLEPROTECT EXISTING

GRADING)(INCLUDED IN SITE BLOCK REMOVALPRECAST PARKING

4"

2-3"

10-1"

2"

2"

3-4"

2-4"

5"

3"

3"

3"

ST

SPRI

NKLER HD

CONTROL BOX

40"

48"

9"

18"

14"

18"

2-10" 8

" 3"

2-12" 6

"

14" 5

"2-

15"

54"

WVV

AV

FHBM

ST

3"

2'2'2'

2'2'2'2'

2'2'

2'

2'

2'

2'2"

conc

conc

hma

hma

hma

hma

hma

hma

814

815

815

816

816

816

817

817

817

817

818

818

818

818

818

819

819

819

819

819

819

820

820

820

820

820

820

820

820

821

821

821

821

821

821

821

822

822

822

822

822

822

822

822

823

823

823

823

824

KAR

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

SCALE:


642jdmUSER NAME =

PLOT SCALE = 20.0000 ' / in.


DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

-

-

-

-

-

-

JDM

DJS

11-27-17

Defa

ult

I:\Crystal

Lake\M

CH

EC\1

70812-R

ec Center\C

AD

D\S

heets\1

70812-S

HT-D

em

o Pla

n.d

gn

FIL

E N

AM

E:

MO

DE

L:

15

ST

CB

STST

ST

CB

SL-PUBLIC

SL-PUBLIC

FES

FESFES

RT

LT

SL-PUBLIC

SL-PUBLIC

SAN

AV

FH

BM

concconc

conc

8" round electric

802

803

803

804

804

805

805

805

806

806

806

807

807

807

807

807

808

808

808

808

808

809809

809

809

809

809

809

809

809

810

810

810

810

810

810

810

810

810

811

811

811

811

811

811

811

811

811

812

812

812

812

812

812

813

813

813

813

813

814

814

814

814

814

815

815

815

816

816

816817

817

817

818

818

819

820

6" STONE

44

6" STONE

6" STONEDLL1 22

99

PERM1 22

6" STONE

6" STONE

6" STONE

PERM1 99

PERM1 22

PERM1 99

BW-CONC

FW-CONC

BW-CONC

FW-CONC

BW-CONCBW-CONC

FW-CONCFW-CONC

8822

EPB1

22

EPB1

88

BW-CONC

BW-CONC

99

BW-CONC

99

22

ADA PANEL

BCL1

FW-CONC

EPB1

FW-CONC88

44ADA PANEL

FW-CONC

9922

EPB1

88

99

BW-CONC

88

EPB1

99

BCL1

88

BCL1

22

EPB1

88

FW-CONC

22

BW-CONC

2288

EPB1

22

EPB1

88

BCL1

88

FW-CONC

FW-CONC

99

9999

BCL1

99

BCL1

88

EPB1BCL1

ADA PANEL

FW-CONC

CL

22

99

99

22

BW-CONC

BCL1

88

44

FW-CONC

22

BCL1

22

99

BW-CONCBW-CONC

22

88

EPB1

EPB1

88ADA PANEL

FW-CONC22

BW-CONC

FW-CONC

99

88

BCL1

88 FW-CONC

22

BCL1

SIGN

STOP

FW-CONC

EPB1

EPB1

HHELEC 8"ROUNDHHELEC 8"ROUND

BW-CONC

AND STRAIGHT

FW-CONCBW-CONC

SIGN

STOP

BCL1

BCL1

EPB1

8888 88

CL

99

88

BCL1

88

EPB1

88

99

FW-CONCBW-CONC

BCL1

88

EPB1

22

EPB1

EPB1

EPC1

224499SLOT DRAIN

88

TD

EPC2

22

EPB1

88

BCL1

88

EPB1

88

88

22

EPC1

SLOT DRAINSLOT DRAIN

CL

99

BCL1

2288

BCL1

88

99

EPC2

88

99

CL

22

BCL1

88

EPB1EPC1

99 22SLOT DRAINSLOT DRAIN88

EPC2

99

CL

22

EPB1

SIGN

STOP

99

22

88 EPB1

BCL1

EPB1

88

EPB1

8888

BCL1

99

EPB1

88

TD

44

EPB1

88

BCL1

88

TD

8899

CL

BCL1

88

EPB1

EPB1

BCL1

CL

TD

BCL1

88

9988

CL

TD

BCL1

BCL1

EPB1

88

CL

CL

L2 99

TD

FW-CONCBW-CONC

EPB1

EPB1

FLL1 99

EPB1

BCL1

BCL1

BCL1

BCL1

88

EPB1

8888

EPB1

88

BW-CONCFW-CONC

TD

BCL1

88

88

EPB1

88

BCL1

88 88

TD

EPB1

FW-CONC

BCL1

88

BW-CONC CL

CL

88

22

EPB1

8888

BCL1

88

EPB1

88

EPB1

BCL1

88

FW-CONC

88

BW-CONC

88

BCL1

88

EPB1

TDBCL1

88

EPB1

88

BCL1

88

EPB1

88

88

EPB1

88

99

BCL1

88

FW-CONC

BW-CONC

BCL1

88

BCL1

88

EPB1

88

BCL1

88

BCL1

CL

BCL1

88

FH

1" = 20'

820.20

MATCH EX

821.46

MATCH EX

821.84

MATCH EX

823.07

MATCH EX

823.94

MATCH EX 823.39

MATCH EX

820.38

817.83

816.89

820.66

821.53

822.48

816.74

816.74

820.40

820.14

820.00

819.00

817.03

EXISTING ELEVATIONS

PROPOSED ELEVATIONS

24'

18'

24'

24'

24'

24'

12' 24'

9'

(TYP)

(T

YP)

(TYP)

0.6%

0.5

%

2%

0.5

%

2.5

%

4%

822.82

819.65

(TYP)5' R

29.5'

821.10

820.24818.21

818.86

818.35

819.31

818.43

819.89

819.22

820.32

820.51

821.17

822.62

822.87

820.89

821.55 821.27

821.89

821.02

821.87821.91

822.35

821.13

821.43

821.15

820.84

822.08

820.83

821.49

820.32

818.46

819.20

818.55

819.65

818.61

820.23

819.43

820.68

820.84

821.31

822.20

820.56

820.79

820.76

822.70

822.97

817.67

817.87

817.76

818.17

821.75

820.06

822.06

820.11

25' R

155'

153'

22'

22'

45'

90'

99'

72'

18'

EXISTING SIDEWALK TO REMAIN

816.66

815.77

818.39

15'

15.5'

MUNICIPAL DRIVE

- LINE 4" (WHITE) (TYP)PAVEMENT MARKINGTHERMOPLASTIC

B-6.12 (TYP)CURB AND GUTTER TYPECOMBINATION CONCRETE

GRADING PLAN


54'

TYPE B-6.12)CONCRETE CURB AND GUTTER(PAID FOR AS COMBINATION25' CONCRETE CURB TRANSTION

(TYP)TOP ELEVATION 812.50

ELEVATION 811.50OVERFLOW WEIR CREST

TO BE ADJUSTEDCATCH BASIN

PCC SIDEWALK, 5 INCH

ROAD ALIGNMENTFUTURE NORTH ACCESS

24'

821.36

818.39

818.502.1%

818.05

DEPRESSED CURB

ENCLOSURERELOCATED EXISTING

AGGREGATE BASE COURSE, TYPE B, 8 INCHPCC SIDEWALK, 6 INCH



15'

15'

8'

(TYPICAL)TO BE ADJUSTEDMANHOLE

250'118'T

YP

1.5

%

48'

32'

AND 10% MAX SLOPES IN THIS AREAMAINTAIN EXISTING DRAINAGE PATTERNS

EX SIDEWALK)(TOP OF CURB TO MATCHCONCRETE CURB, TYPE B

CONCRETE PRECAST PARKING BUMPERBOLLARD, 6" DIAMETERSIGN PANEL TYPE 1THERMOPLASTIC PAVEMENT MARKING LETTERS AND SYMBOLSTHERMOPLASTIC PAVEMENT MARKING - LINE 4" (WHITE)PAID FOR AS:

IN THE DETAILS.STALL ADJACENT TO EXISTING ADA ACCESSIBLE STALLS AS SHOWNSTRIPE AND SIGN ONE (1) ADDITIONAL ADA ACCESSIBLE PARKING

12

13

14

47 48 49 50+00

2"

2"

ST

2-10" 8

" 3"

2-12" 6

"

14" 5

"2-

15"

WVV

AV

FHBM

ST

3"

2"

conc

conc

hma

hma

hma

hma

hma

hma

814

815

815

816

816

816

817

817

817

817

818

818

818

818

818

819

819

819

819

819

819

820

820

820

820

820

820

820

820

821

821

821

821

821

821

822

822

822

822

822

822

822

822

823

823

823

823

823

KAR

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

SCALE:


642jdmUSER NAME =

PLOT SCALE = 20.0000 ' / in.


DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

-

-

-

-

-

-

JDM

DJS

11-27-17

Defa

ult

I:\Crystal

Lake\M

CH

EC\1

70812-R

ec Center\C

AD

D\S

heets\1

70812-S

HT-G

radin

g.d

gn

FIL

E N

AM

E:

MO

DE

L:

15

ST

CB

STST

ST

CB

2"

2"

2"

2" SL-PUBLIC

2"

2"

2"

2"

SL-PUBLIC

2"

FES

FESFES

SL-PUBLIC

SL-PUBLIC

SAN

AV

FH

BM

conc concconc

conc

8" round electric

802

803

803

804

804

805

805

805

806

806

806

807

807

807

807

807

808

808

808

808

808

809809

809

809

809

809

809

809

809

810

810

810

810

810

810

810

810

810

811

811

811

811

811

811

811

811

811

811

812

812

812

812

812

812

813

813

813

813

813

813

814

814

814

814

814

815

815

815

816

816

816

816

817

817

817

818

818

818

819

819

819

820

810

811

812

812

811

808

809

811

809

810

811

812

812

808807 807

REGULATIONS. APPLICABLE STATE AND/OR LOCAL WASTE DISPOSAL, SANITARY SEWER OR SEPTIC SYSTEM (II) THE PROVISIONS OF THIS PLAN SHALL ENSURE AND DEMONSTRATE COMPLIANCE WITH

AUTHORIZED BY A SECTION 404 PERMIT. MATERIALS, SHALL BE DISCHARGED INTO WATERS OF THE STATE, EXCEPT AS THE SITE WILL NOT BE PERMITTED. NO SOLID MATERIALS, INCLUDING BUILDING IS RESPONSIBLE TO ACQUIRE ANY PERMIT REQUIRED FOR SUCH DISPOSAL. BURNING ON WILL BE COLLECTED AND DISPOSED OFF-SITE BY THE CONTRACTOR. THE CONTRACTOR DEBRIS, EXCESS CONSTRUCTION MATERIALS, MACHINERY, TOOLS AND OTHER ITEMS (I) WASTE DISPOSAL. THE SOLID WASTE MATERIALS INCLUDING TRASH, CONSTRUCTION

2. OTHER CONTROLS.

404 OF THE CLEAN WATER ACT. COMPLETED. THE INSTALLATION OF THESE DEVICES MAY BE SUBJECT TO SECTION DISCHARGE THAT WILL OCCUR AFTER CONSTRUCTION OPERATIONS HAVE BEEN DURING THE CONSTRUCTION PROCESS TO CONTROL POLLUTANTS IN STORMWATER (I) PROVIDE BELOW IS A DESCRIPTION OF MEASURES THAT WILL BE INSTALLED

D. STORM MANAGEMENT.

4. BARRIER FILITER 3. INLET PROTECTION 2. STABILIZED CONSTRUCTION ENTRANCE 1. STORM SEWER MAY BE SUBJECT TO SECTION 404 OF CLEAN WATER ACT. EXPSOED AREAS OF THE SITE. THE INSTALLATION OF THESE DEVICES OR OTHERWISE LIMITS RUNOFF AND DISCHARGE OF POLLUTANTS FROM ATTAINABLE, TO DIVERT FLOWS FROM EXPOSED SOILS, STORE FLOWS STRUCTURAL PRACTICES THAT WILL BE IMPLEMENTED, TO THE DEGREE (II) STRUCTURAL PRACTICES: PROVIDED BELOW IS THE DESCRIPTION OF

2. INLET PROTECTION 1. TEMPORARY SEEDING/PERMANENT SODDING

SITE: MINIMUM WILL BE IMPLEMENTED TO STABILIZE THE DISTURBED AREA OF THE THE FOLLOWING INTERIM AND PERMANENT STABILIZATION PRACTICES, AS A

RESUME AFTER 14 DAYS, A TEMPORARY STABILIZATION METHOD MY BE USED. C. IN AREAS WHERE CONSTRUCTION ACTIVITY HAS TEMPORARY CEASED AND WILL STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE; AND B. WHERE THE INITIATION OF STABILIZATION MEASURES IS PRECLUDED BY SNOW COVER,

IN THE AREA. EXCEPTIONS TO THESE TIME FRAMES ARE SPECIFIED BELOW. NOT LATER THAN 14 CALENDAR DAYS. FROM THE INITIATION OF STABILIZATION WORK DISTURBING ACTIVITIES AND SHALL BE COMPLETED AS SOON AS POSSIBLE, BUT WITHIN 1 WORKING DAY OF PERMANENT OR TEMPORARY CESSATION OF EARTH OF THE DEVELOPMENT SITE AND WILL NOT DISTURBED AREAS SHALL BE INITIATED OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION BE INITIATED IMMEDIATELY WHENEVER ANY CLEARING, GRADING, EXCAVATIONG OR PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION OF DISTURBED AREAS SHALL CEASED ON ANY PORTION OF THE DEVELOPMENT SITE AND WILL NOT RESUME FOR A GRADING, EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY OF DISTURBED AREAS SHALL BE INITIATED IMMEDIATELY WHENEVER ANY CLEARING, SITE WILL BE STABILIZED. EXCEPT AS PROVIDED IN 2 .A. I (A) AND 2.B. STABILIZATION VEGETATION IS PRESERVED WHERE ATTAINABLE AND DISTURBED PORTIONS OF THE THE IMPLEMENTATION OF THE PRACTICES. SITE PLANS WILL ENSURE THAT EXISTING PERMANENT STABILIZATION PRACTICES, INCLDUING SITE-SPECIFIC SCHEDULING OF STABILIZATION PRATCICES. PROVIDED BELOW IS A DESCRIPTION OF INTERIM AND A. EROSION AND SEDIMENT CONTROLS.

ATTACHED TO, AND ARE PART OF, THIS PLAN. EACH SUCH CONTRACTOR HAS SIGNED THE REQUIRED CERTIFICATION ON FORMS WHICH AREDISCUSSED, THE CONTRACTORS WILL BE RESPONSIBLE FOR ITS IMPLEMENTATION AS INDICATED.EACH OF THE MAJOR CONSTRUCTION ACTIVITIES DESCRIBED IN 1B. ABOVE. FOR EACH MEASURE THIS SECTION OF THE PLAN ADDRESSES THE VARIOUS CONTROLS THAT WILL BE IMPLEMENTED FOR

2. CONTROLS.

AN ATTACHMENT TO THIS PLAN. GEOTECHNICAL REPORT FOR THE PROJECT, WHICH IS HEREBY INCORPORATED BY REFERNCE, OR IN PREVENTION PLAN (SWPPP). INFORMATION DESCRIBING THE SOILS AT THE SITE IS CONTAINED IN THE CONSTRUCTION ACTIVITIES ARE COMPLETED ARE CONTAINED IN THE STORMWATER POLLUTION D. THE ESTIMATED RUNOFF COEFFICIENTS OF THE VARIOUS AREAS OF THE SITE AFTER

OR OTHER ACTIVITES, IS XX. THE TOTAL AREA OF THE SITE ESTIMATED TO BE DISTURBED BY EXCAVATION, GRADING

C. THE TOTAL AREA OF THE CONSTRUCTION SITE IS ESTIMATED TO BE XX ACRES.

CONSTRUCTED AS NEEDED DURING THE ABOVE-MENTIONED CONSTRUCTION ACTIVITIES. RECONSTRUCTION. THE SOIL EROSION AND SEDIMENTATION CONTROL ITEMS WILL BE 5). FINE GRADING IN PAVEMENT AREA, AND 6). PAVEMENT CONSTRUCTION 7). SIDEWALK

DEMOLITION PLAN. 3). MASS GRADING. 4). UNDERGROUND STORM SEWER INSTALLATION. RISER PIPE. 2). SITE CLEARING, DEMOLITION OF EXISTING PARKING LOT AS SHOWN IN FENCE, STABILIZED CONSTRUCTION ENTRANCE AND CONSTRUCT TEMPORARY SEDIMENTATION THE SEQUENCE OF THE CONSTRUCTION ACTIVITIES MAY BE AS FOLLOWS: 1). INSTALL SILT

GRUBBING, EXCAVATION, AND GRADING: WHICH WILL DISTURB SOILS FOR MAJOR PORTIONS OF THE CONSTRUCTION SITE SUCH AS B. THE FOLLOWING IS A DESCRIPTION OF THE INTENDED SEQUENCE OF MAJOR ACTIVITIES

SIDEWALK, AND SEDIMENTATION CONTROL, AS A MINIMUM. PAVEMENT COSNTRUCTION, INSTALLATION OF STORM SEWER, SOIL EROSION, RELOCATED NEW IMPROVEMENT WILL INCLUDE: SITE CLEARING, DEMOLITION, GRUBBING, MASS GRADING, FOR THE RECREATION CENTER. THE CONSTRUCTION ACTIVITEIS FOR SITE THE PROPOSED DEVELOPMENT IS CONSTRUCTION OF AN ADDITIONAL PARKING LOT USED

SUBJECT OF THIS PLAN: McHENERY RECREATION FACILITY, McHENERY, IL.A. THE FOLLOWING IS A DESCRIPTION OF THE CONSTRUCTION ACTIVITY WHICH IS THE

1. SITE DESCRIPTION.

UNSLESS OTHERWISE STATED.STANDARDS AND SPECIFICATION OF THE ILLINOIS URBAN MANUAL SITE ACTIVITES AND CONTROL MEASURES SHALL MEET THE MINIMUM PROTECTTION AGENCY FOR STORMWATER DISCHARGE FROM CONSTRUCTIONTHE NPDES PERMIT NUMBER ISSUES BY THE ILLINOIS ENVIRONMENTALTHIS PLAN HAS BEEN PREPARED TO COMPLY WITH THE PROVISIONS OFNOTES:

LENGTH = 18'

WIDTH = 54'

TURF REINFORCEMENT MAT

PERIMETER EROSION BARRIER

INLET FILTER

TEMPORARY EROSION CONTROL SEEDING

TEMPORARY EROSION CONTROL BLANKET

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

EROSION CONTROL


1" = 40'

GENERAL SOIL EROSION AND SEDIMENT CONTROL NOTES

LEGEND:

ASSURE COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS.

IN IMPLEMENTING AND MAINTAINING THESE EROSION CONTROL PLANS, PERMITS, AND

SUB-CONTRACTOR(S) WHO MAY PERFORM WORK ON THIS PROJECT, OF THE REQUIREMENTS

IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INFORM ANY

THE ENGINEER.

FINAL ACCEPTANCE OF PROJECT WILL BE CONTIGENT ON RECORD DRAWING APPROVAL BY

ON THE SITE AT ALL TIMES.

A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED

CLEANED WHEN NECESSARY.

ALL ADJACENT ROADWAYS MUST BE KEPT CLEAR OF DEBRIS, INSPECTED DAILY AND

ACCORDANCE WITH THE ILLINOIS URBAN MANUAL.

CONCRETE WASHOUT FACILITIES SHALL BE INSTALLED, OPERATED AND MAINTAINED IN

48 HOURS AFTER DISTURBANCE IS COMPLETED OR INTERRUPTED.

COMBINATION WITH SEEDING, OR AN EQUIVALENT CONTROL MEASURE NO MORE THAN

THE DISTURBED AREA, SHALL BE STABILIZED WITH EROSION CONTROL BLANKET IN

CONTROL PLAN SHALL BE SUBMITTED FOR REVIEW BY THE CITY.

DEVELOPMENT AND OFF-SITE BORROW OR WASTE AREAS) A SUPPLEMENTARY EROSION

INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, ADDITIONAL PHASES OF

PRIOR TO COMMENCING LAND-DISTURBING ACTIVITIES IN AREAS OTHER THAN

STORMWATER MANAGEMENT ORDINANCE.

THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS FROM THE MCHENRY COUNTY

EROSION AND SEDIMENTATION AS DETERMINED BY THE ENGINEER, OR LOCAL AGENCY.

OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT

MINIMUM REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION

THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE

STREAMS, WETLANDS, FIELD TILES OR STORM WATER STRUCTURES IS PROHIBITED.

INTOLOCATIONS SHALL BE PROTECTED FROM EROSION. DEWATERING DIRECTLY

IF DEWATERING SERVICES ARE USED, ADJOINING PROPERTIES AND DISCHARGE

CONTROL MEASURES.

ULTIMATELY RESPONSIBLE FOR MAINTENANCE AND REPAIR OF EROSION

MAINTAINED AND REPAIRED AS NEEDED. THE CONTRACTOR SHALL BE

ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES MUST BE

PREVENTION PLAN FOR THIS PROJECT.

REQUIREMENTS NOTED IN THE STORMWATER POLLUTION

13. CONTRACTOR SHALL ADHERE TO ALL PROVISIONS AND

IN COST OF EROSION CONTROL ITEM.

ONCE VEGETATION REACHES 70% COVERAGE. INCLUDED

12. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES

DISTURBED AREAS. SEE SEEDING PLAN FOR DETAILS.

THE SITE IS STABILIZED, RESOD/SEED ANY REMAINING

11. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND

10. COMPLETE FINAL PAVING.

SEED AND PLANTINGS.

9. COMPLETE GRADING AND INSTALL PERMANENT SOD/

8. APPLY STONE TO PARKING AREA.

AND INLET PROTECTION.

7. INSTALL STORM SEWER, CURB AND GUTTER,

1 DAY.

LOTS) WITH TEMPORARY STABILIZATION WITH

INACTIVE AREAS (INCLUDING MASS GRADED

AREAS WITH PERMANENT STABILIZATION OR

6. CONTINUE GRADING, STABILIZE COMPLETED

STOCKPILES WITHIN 1 DAY.

5. CLEAR AND STRIP THE TOPSOIL, STABILIZE

TRANSPLANT WHERE NECESSARY

4. REMOVE EXISTING TREES, VEGETATION AND

EXTENDED PARKING SITE AREA

3. DEMOLISH ENTRANCE AREA AND EXISTING

2. INSTALL STABILIZED CONSTRUCTION ENTRANCE

1. INSTALL SILT FENCE

SEQUENCE OF MAJOR ACTIVITIES

PHASING NOTES:

STABILIZED CONSTRUCTION ENTRANCE



10

+00

11

12

13

14

47 48 49 50+00

2"

2"

6"

2-12" 8

"

48"

ST

SPRI

NKLER HD

CONTROL BOX

36"

13"

12"

2-10" 8

" 3"

2-12" 6

"

14" 5

"2-

15"

WVV

AV

FHBM

ST

3"

2"

ST

CB

ST

ST

ST

CB

2"

2"

2"

2"

SL-PUBLI

C

2" 2" 2" 2"

SL-PUBLI

C 2"

FES

FES

FES

RTLT

SL-PUBLI

C

SL-PUBLI

C

SAN

AVFH

BM

WVV

WVV

CB

2'

2'

2'2'2'

3-3" 3-1"

2-4"

2"

2"

4" 2"

4"

4"

4"

3"

5"

5"4"

2"

2"3" 1"

4"4"

3-3" 3-1"

4"

4"

4"

4"4"

2"

2"

4"co

nc

conc

conc

conc

conc

conc

conc

conc

conc

conc

conc

hma

hma

8" rou

nd electric

hma

hma

hma

hma

KAR

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

SCALE:


642jdmUSER NAME =

PLOT SCALE = 40.0000 ' / in.


DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

-

-

-

-

-

-

JDM

DJS

11-27-17

Defa

ult

I:\Crystal

Lake\M

CH

EC\1

70812-R

ec Center\C

AD

D\S

heets\1

70812-S

HT-Erosio

n Contr

ol.dgn

FIL

E N

AM

E:

MO

DE

L:

15

STORM STRUCTURES STORM PIPES

S1-2

P1-2

S1-1

P1-5

S1-5P1-6

S1-7

S1-6

P1-7

P1-1

S1-8

20'

12'

5'

31'

8" STUBCONNECT TO EXISTINGREMOVE PLUG AND

WMP-1

WMF-1

WMF-2WMP-2

WMP-3

WMF-4

WMF-3

WATER MAIN PIPES

WATER MAIN FITTINGS

DRAINAGE AND UTILITY PLAN

McHENRY RECREATIONAL FACILITY

1" = 20'

8

WMP-4

DITCH ELEVATIONSMAINTAIN EXISTING

WMF-5

WMF-7

WMP-5

WMP-6

WMF-8 (823.00)

(817.50)WMF-6

12

13

14

47 48 49 50+00

ST

WVV

AV

FHBM

ST

conc

conc

hma

hma

hma

hma

hma

hma

KAR

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

SCALE:


642jdmUSER NAME =

PLOT SCALE = 20.0000 ' / in.


DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

-

-

-

-

-

-

JDM

DJS

11-27-17

Defa

ult

I:\Crystal

Lake\M

CH

EC\1

70812-R

ec Center\C

AD

D\S

heets\1

70812-S

HT-D

rain.d

gn

FIL

E N

AM

E:

MO

DE

L:

15

SITE AS FOLLOWS 4-10 INCHES = 1 TREE, 11-20 INCHES = 2 TREES, OVER 20 INCH = 4 TRESSTHE CITY COUNCIL MAY REDUCE THE NUMBER OF NEW TREES REQUIRED IN RESPONSE TO PRESERVATION BY THE DEVELOPER OF ANY TREES ON THE

ALL REPLACEMENT TREES SHOULD HAVE A MINIMUM CALIPER OF TWO INCHES MEASURED AT SIX INCHES ABOVE THE BASE OF TREE.

TREES REMOVED WITH CALIPER (IN INCH DBH) OF 6"-17" = 1 REPLACEMENT TREES.TREES REMOVED WITH A CALIPER (IN INCH DBH) OF 18"-29" 2 TREES. TREES REMOVED WITH A CALIPER (IN INCH DBH) OF 30" OR GREATER = 3 REPLACEMENT TREES.

FOLLOWING SCHEDULE: TREES REMOVED, WETHER OR NOT DUE TO CONSTRUCTION SITE DEVELOPMENT OR SUBDIVISION OF LAND, SHALL BE REPLACED ACCORDING TO THE

TREE PRESERVATION

ORDINANCE LANDSCAPE REQUIREMENTS

1" = 20'

LANDSCAPE PLAN


- TO PROPERTY RESULTING FROM SEEDING/SODDING OPERATIONS OR FROM THE REMEDYING OF DEFECTS, AT CONTRACTOR'S EXPENSE. - IN THE SPRING DURING THE 1 YEAR WARRANTY PERIOD. THE CONTRACTOR SHALL REPLACE OR REPAIR TO ORIGINAL CONDITION, ALL DAMAGES- SPECIFIED, ANY DEFECTS IN REPRESENTATIVE.- IN THE SPRING OF EACH YEAR DURING THE 1 YEAR WARRANTY PERIOD. THE CONTRACTOR SHALL CORRECT AND RESEED AS ORIGINALLY - PROTECTING SEEDED AREAS WITH WARNING SIGNS DURING MAINTENANCE AND WARRANTY PERIOD AS DEEMED NECESSARY.- FROM IMPROPER USE OF HERBICIDES.- CONTROLLING GROWTH OF WEEDS. APPLY HERBICIDES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMEDY DAMAGE RESULTING- ROLLING THE SURFACE TO REMOVE MINOR DEPRESSIONS OR IRREGULARITIES. - WATERING TO PREVENT GRASS AND SOIL FROM DRYING OUT (PER 252.08) OR AS DETERMINED BE ENGINEERD. MAINTENANCE OF SEEDED AREA SHALL INCLUDE: OWNER ONCE INITIAL ACCEPTANCE HAS BEEN DOCUMENTED.ROUTINE MOWING OF TURF AREAS. ROUTINE MOWING OF TURF AREAS, DURING THE 1 YEAR WARRANTY PERIOD, WILL BE RESPONSIBILITY OF THE C. CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF SEEDED AREAS DURING THE 1 YEAR WARRANTY PERIOD WITH THE EXCEPTION OF B. MAINTENANCE OF SEED AREAS SHALL BE PREFORMED BY TRAINED PERSONNEL SKILLED IN IDENTIFYING DESIRED AND UNDESIRED PLANT MATERIAL.A. CONTRACTOR SHALL COORDINATE MAINTENANCE OPERATIONS AND ACTIVITIES WITH THE OWNER DURING THE WARRANTY PERIOD.3. MAINTENANCE:

WATER BY LOCAL AUTHORITY, OR BY "ACTS OF GOD."DISOBEDIENCE, ACTS OF NEGLECT, ON THE PART OF OTHERS, PHYSICAL DAMAGE BY ANIMALS, VEHICLES, FIRE OR LOSSES DUE TO CURTAILMENT OF C. REPLACEMENT COSTS ARE THE CONTRACTOR'S RESPONSIBILITY, EXCEPT FOR THOSE RESULTING FROM LOSS OR DAMAGE DUE TO VANDALISM, CIVIL B. THE WARRANTY IS TO GUARANTEE COMPLETED SEED/SOD AREAS FOR A PERIOD OF 1 YEAR AFTER INITIAL ACCEPTANCE HAS BEEN DOCUMENTEDA. WARRANTY OF SEEDED AREAS SHALL BE CONSIDERED INCIDENTAL TO THE BID ITEM.2. WARRANTY:

CLIPPINGS AFTER MOWING AND TRIMMING.NOT CUT MORE THAN 1/3 OF GRASS BLADE AT ANY ONE MOWING. CONTRACTOR SHALL ALSO NEATLY TRIM EDGES WHERE NECESSARY AND REMOVE CONTRACTOR. DURING THE TIME CONTRACTOR MOW TURF AREAS AT REGULAR INTERVALS TO MAINTAIN AT A MAXIMUM HEIGHT OF 2-1/2 INCHES. DO 1. MOWING TRIMMING AND REMOVAL OF GRASS CLIPPINGS IN TURF AREAS, DURING INITIAL 60 DAYS SHALL BE THE RESPONSIBILITY OF THE

SPECIAL REQUIREMENTS - WARRANTY AND MAINTENANCE OF SEEDED AREAS:

FOR ONE (1) YEAR FOLLOWING REPLACEMENT.

1-YEAR WARRANTY PERIOD SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. PLANT REPLACED UNDER WARRANTY WILL BE WARRANTED

GROWTH AND ESTABLISHMENT DURING 1- YEAR WARRANTY PERIOD. ANY PLANTS THAT ARE NOT IN A LIVE, HEALTHY, GROWING CONDITION AT THE END OF THE

DAMAGE OR SHOCK TO PLANTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND WATERING THE PLANT MATERIAL AS NECESSARY, TO ENSURE

ABNORMAL FREEZE, DROUGHT OR NEGLIGENCE BY OWNERS. THE WARRANTY IS INTENDED TO COVER CONTRACTOR NEGLIGENCE, INFESTATIONS, DISEASE AND

PLANTS WHICH HAVE DIED OR PARTIALLY DIED (THEREBY RUNNING THEIR NATURAL SHAPE), BUT SHALL NOT INCLUDE DAMAGE BY VANDALISM, BROWSING, HAIL

10. WARRANTY: ONE (1) YEAR REPLACEMENT WARRANTY FOR ALL PLANT MATERIAL SHALL BE CONSIDERED INCIDENTAL TO THIS PROJECT. WARRANTY SHALL COVER

PLANTS. INCLUDED IN SITE GRADING.

MIDWEST TRADING HORTICULTURAL SUPPLIES, INC. ST. CHARLES, IL. 60174 (630) 365-1990 OR APPROVAL EQUAL MIX THOROUGHLY IN PLANT BED BEFORE INSTALLING

9. MUSHROOM COMPOST SHALL BE FINELY SCREENED, HOMOGENOUS,DECOMPOSED ORGANIC MATERIAL SUITABLE FOR HORTICULTURAL USE AS AVAILABLE FROM

CONSIDERED INCIDENTAL TO PLANT ITEMS.

8. SHREDDED HARDWOOD MULCH, FERTILIZING, AS SPECIES, STAKING, WATERING AND ONE (1) YEAR PLANT WARRANTY FOR INSTALLED PLANT MATERIAL, SHALL BE

MAINTENANCE UNTIL INSPECTED AND FINAL ACCEPTANCE FIELD COLLECTED MATERIAL SHALL NOT BE USED UNLESS APPROVED BY OWNERS REPRESENTATIVE.

MATCHED IN FORM. PLANTS SHALL NOT BE ROOT BOUND OR LOOSE IN THEIR CONTAINERS. HANDLE ALL PLANTS WITH CARE IN TRANSPORTING, PLANTING AND

STANDARDS FOR NURSERY STOCK" (ANSI Z60.1-2004). PLANTS ARE TO BE TYPICAL IN SHAPE AND SIZE SPECIES. PLANTS PLANTED IN ROWS OR GROUPS SHALL BE

7. ALL PLANTS SHALL BE NURSERY GROWN PLANTS MEETING AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANLA) STANDARDS SET FORTH IN THE "AMERICAN

OUTS AND/OR THE PLANT LIST(S).

THEIR OWN QUANTITY TAKE- OFFS FOR ALL PLANT MATERIALS AND SIZES SHOWN ON PLANS. IN CASE OF ANY DISCREPANCIES, PLANS TAKE PRECEDENCE OVER CALL-

6. WHERE PROVIDED, AREA TAKEOFFS AND PLANT QUANTITY ESTIMATES IN THE PLANT LIST ARE FOR INFORMATION ONLY. THE CONTRACTOR IS RESPONSIBLE TO DO

PRIOR TO INSTALLATION.

5. IF CONFLICTS ARISE BETWEEN THE SIZE OF AREAS AND PLANS. THE CONTRACTOR IS REQUIRED TO CONTACT THE OWNER'S REPRESENTATIVE FOR RESOLUTION

PLANTING.

REPRESENTATIVE FOR APPROVAL. FINAL LOCATION AND STAKING OF ALL PLANT MATERIALS SHALL BE ACCEPTED BY THE OWNER'S REPRESENTATIVE IN ADVANCE OF

4. THE CONTRACTOR SHALL STAKE ALL THE TREE LOCATIONS AND THE PERIMETER OF SHRUB/PERENNIAL BEDS TO INSTALLATION AND CONTACT THE OWNER'S

CIVIL ENGINEERING PLANS. ALL AREAS SHALL POSITIVELY DRAIN ALL ISLANDS SHALL BE CROWNED 1" IN HEIGHT PER 1' IN ISLAND WIDTH.

3. ALL SURFACE DRAINAGE SHALL BE DIVERTED AWAY FROM STRUCTURES AND NOTED SITE FEATURES IN ALL AREAS AT A MINIMUM OF 2% SLOPE AS SHOWN ON THE

CONTRACTOR'S WORK.

2. THE CONTRACTOR IS RESPONSIBLE TO RESTORE ALL AREAS OF THE SITE, OR ADJACENT AREAS, WHERE DISTURBED BY OPERATIONS OF OR RELATED TO THE

STRUCTURES. ANY DAMAGE TO EXISTING IMPROVEMENTS IS THE RESPONSIBILITY OF THE CONTRACTOR.

ELEMENTS AND RELATED

1. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL PLANT MATERIAL WITH THE INSTALLATION OF OTHER IMPROVEMENTS SUCH AS HANDICAPPED

LANDSCAPE NOTES:

KAR

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

SCALE:


642jdmUSER NAME =

PLOT SCALE = 20.0000 ' / in.


DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

-

-

-

-

-

-

JDM

DJS

11-27-17

Defa

ult

I:\Crystal

Lake\M

CH

EC\1

70812-R

ec Center\C

AD

D\S

heets\1

70812-S

HT-L

andscapin

g N

ote

s.d

gn

FIL

E N

AM

E:

MO

DE

L:

15

LEGEND

SKYLINE THRORNLESS HONEYLOCUST

SHRUBS

HYDROSEED CLASS 1

HYDROSEED AND BLANKET CLASS 1A

LANDSCAPE PLAN


MUNICIPAL DRIVE

10

1" = 20'

TURF REINFORCEMENT MAT

(AS DETERMINED BY ENGINEER)

HACKBERRY OR NORWAY MAPLE

DWARF BURNING BUSH - 2 EA

JUNIPER - 2 EA

JUNIPER - 4 EA

BUSH - 17 EADWARF BURNING

JUNIPER - 4 EA

12

13

14

47 48 49 50+00

2"

2"

ST

SPRI

NKLER HD

CONTROL BOX

2-10" 8

" 3"

2-12" 6

"

14" 5

"2-

15"

WVV

AV

FHBM

ST

3"

2"

conc

conc

hma

hma

hma

hma

hma

hma

KAR

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

SCALE:


642jdmUSER NAME =

PLOT SCALE = 20.0000 ' / in.


DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

-

-

-

-

-

-

JDM

DJS

11-27-17

Defa

ult

I:\Crystal

Lake\M

CH

EC\1

70812-R

ec Center\C

AD

D\S

heets\1

70812-S

HT-L

andscapin

g pla

n.d

gn

FIL

E N

AM

E:

MO

DE

L:

15

ST

CB

ST ST ST

CB

2"

2"

2"

2" SL-PUBLIC

2"

2"

2"

2"

SL-PUBLIC

2"

FES

FES

FES

SL-PUBLIC

SL-PUBLIC

SAN

AV

FH

BM

810

811

812

812

811

808

809

811

809

810

811

812

812

807 807

NO SCALE

INTERMEDIATE POLE

CABLE IN UNIT DUCT

BLACK

TO LUMINAIRE

NO SCALE

END POLE

GRADE

GROUND WIRE ATTACHED TO

POLE GROUNDING LUG

6 AMP FUSE

LINE TERMINATORS

POLE BASE

GROUND ROD

3/4" X 10'-0" LONG

AT EACH POLEAT EACH POLE

GROUND ROD

3/4" X 10'-0" LONG

EXOTHERMIC WELD

CONNECTION

POLE BASE

12"

12" MAXIMUM WIDTH EXCEPT

AS APPROVED BY THE ENGINEER

WARNING TAPE

AS PER PLANS, COMPLETE

NO SCALE

EQUIPMENT GROUND WIRE.

WITH INTERNAL INSULATED

UNIT DUCT AND WIRING

30"

MINIM

UM

DE

PT

H

TYPICAL WIRING IN TRENCH DETAIL

SEALANT TAPE OR INSERT.

(AROUND AND THROUGH

MFR. SUGGESTED CRIMP

TRIMMED CABLES

COMPRESSION TYPE COPPER

SLEEVE. (SIZED FOR ACTUAL

NUMBER OF CABLES AND

HEAT SHRINKABLE CAP WITH

FACTORY APPLIED WATERPROOF

SEALANT. (SIZED TO

ACCOMODATE NUMBER OF CABLES).

EXPOSED SEALANT

NOTE:

SPLICE MAY VARY

ELECTRICAL CABLE TO LUMINAIRE

(SIZE AS NOTED ELSEWHERE IN

THESE PLANS).

NO SCALE

NUMBER OF CABLES IN

ELECTRIC FEEDER CABLES,

(SIZE AS NOTED ON CONTRACT

DRAWINGS).

SPLICING ELECTRICAL CABLES

BASIC MATERIALS AND METHODS

CROTCH OF SPLICE).

RED

GREEN

CONNECTION

EXOTHERMIC WELD

RED

BLACK

6 AMP FUSE

TO LUMINAIRE

CABLE IN UNIT DUCT

TOOL USED).

NO SCALE

LIGHTING UNIT COMPLETE

BUSHING

FINISH GRADE

BY MANUFACTURER

CONDUIT SIZE ASSHOWN ON PLANS

CLASS SICONCRETE

(T

YP.)

3/4" DIA. X 10'-0"COPPER WELD

2"

MIN.

NO SCALE

3/4"C-1 #6 GROUND

6 - NO. 5 REBARS

ANCHOR BOLT SIZE ANDLENGTH AS RECOMMENDED

24"

BOLT CIRCLE PER MANUFACTURER

A A

GROUND ROD

FOUNDATION DETAIL

TOP VIEW

TOP AND BOTTOM, 2" APART3 LOOPS OF NO. 4 BARS

NO. 4 SPIRAL WITH 6" PITCH24"

6'-

0"

30"

MIN.

24"

3"SECTION A-A

GREEN 2.5" X 5" HANDHOLE

RACEWAYS SHALL PROJECT 1" ABOVE THE TOP OF THE FOUNDATION.7.

12" O.C.

THE CONTRACTOR MAY USE A #4 SPIRAL AT 6" PITCH OR #4 TIES AT 6.

BREAKAWAY COUPLINGS.

ANCHOR ROD PROJECTION WITH THE INSTALLATION REQUIREMENTS OF THE

ARE SPECIFIED THE CONTRACTOR SHALL CAREFULLY COORDINATE THE

2 3/4" ABOVE THE TOP OF THE FOUNDATION. iF BREAKAWAY COUPLINGS

ANCHOR ROD EMBEDDED IN THE FOUNDATION AND PROJECT A MINIMUM OF

THREADED A MINIMUM OF 6 INCHES WITH A MINIMUM OF 3" OF THREADED

ANCHOR ROD WILL NOT BE ALLOWED. THE ANCHOR ROD SHALL BE

THE ANCHOR ROD SHALL BE A HOOK ROD TYPE. COLD BENDING OF THE 5.

BEFORE LIGHT POLES MAY BE INSTALLED.

COMPACTED, AND CONCRETE CURED ACCORDING TO APPLICABLE STANDARDS

CABLE TRENCHES AND FOUNDATIONS SHALL BE BACKFILLED AND 4.

TOP OF THE FOUNDATION. FOUNDATION TOP SHALL BE CHAMFERED 1 INCH.

OR FORM SHALL BE USED TO PRODUCE A UNIFORM SMOOTH SIDE TO THE

THE TOP OF THE FOUNDATION SHALL BE CONSTRUCTED LEVEL. A LINER 3.

THE CONCRETE IS DEPOSITED.

USE OF A LINER TO FORM THE HOLE, THE LINER SHALL BE WITHDRAWN AS

SAME DIAMETER AS THE FOUNDATION. IF SOIL CONDITIONS REQUIRE THE

THE HOLE FOR THE FOUNDATION SHALL BE MADE WITH AN AUGER OF THE 2.

SECURED IN PLACE BEFORE THE CONCRETE IS PLACED.

THE ANCHOR RODS AND RACEWAYS SHALL BE PROPERLY CENTERED AND 1.

NOTES:

3/4" BEVEL 24"

LED LUMINAIRE

4" ROUND STRAIGHT STEEL POLE

ROUND BASE COVER

25' - 0"

LIGHTING DETAIL


NONE

KAR

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

SCALE:


642jdmUSER NAME =

PLOT SCALE = 20.0000 ' / in.


DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

-

-

-

-

-

-

JDM

DJS

11-27-17

Defa

ult

I:\Crystal

Lake\M

CH

EC\1

70812-R

ec Center\C

AD

D\S

heets\1

70812-S

HT-Lig

hting.d

gn

FIL

E N

AM

E:

MO

DE

L:

15

S3

S1

S1

S1

S2

SEE NOTE 15

SEE NOTE 15

S3

S3 S3

E

U

EXISTING LIGHTING UNIT

PROPOSED LIGHTING UNIT &TYPE

EXISTING 1" CONDUIT, EMPTY

1" CONDUIT WITH 2 # 10 & 1 # 10 GROUND

LEGEND

S

LIGHTING PLAN


1" = 20'

12

LIGHTING NOTES

1. FIELD ADJUSTMENT OF LIGHTING UNIT LOCATIONS TO AVOID CONFLICTS

MUST BE APPROVED BY THE CITY AND/OR ENGINEER.

2. EXISTING LIGHTING UNITS SHALL REMAIN IN OPERATION.

3. ANY DAMAGE TO EXISTING CONDUITS, CONDUCTORS, AND EQUIPMENT TO

REMAIN SHALL BE REPAIRED AND/OR REPLACED AT NO COST TO THE CITY.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ESTABLISHMENT OF

FINISHED GRADE. THE ENGINEER MAY ASSIST THE CONTRACTOR, AS APPLICALBE,

BUT THE RESPONSIBILITY FOR COORDINATING THE FINISHED GRADE ELEVATION

WITH THE TOP OF FOUNDATION AND THE LIGHTING UNIT SHALL REMAIN WITH

THE CONTRACTOR.

5. ALL DISTURBED AREAS SHALL BE RESTORED TO THE SATISFACTION OF THE

ENGINEER AND INCLUDED IN THE COST OF THE ASSOCIATED PAY ITEM.

6. THE CONTRACTOR SHALL MAKE SPECIAL NOTE OF THE REQUIREMENTS FOR

BURIED WARNING TAPE, SPECIFIED AS PART OF “UNDERGROUND RACEWAYS”.

THE INSTALLATION OF THE TAPE SHALL BE INSPECTED AND APPROVED BY THE

ENGINEER PRIOR TO BACKFILLING.


WIRE MARKERS AND SHALL TAG ALL WIRE ACCORDINGLY.


GROUNDING. GROUNDING CONNECTIONS AT THE FOUNDATION SHALL BE

EXOTHERMICALLY WELDED, AS SPECIFIED, AND SHALL BE INSPECTED AND

APPROVED BY THE ENGINEER PRIOR TO BACKFILLING. EQUIPMENT GROUND

CONDUCTORS SHALL BE SPLICED AND/OR BONDED AT EACH LIGHT POLE OR

OTHER PIECE OF EQUIPMENT.

9. CONDUIT AND UNIT DUCT MUST BE POSITIONED IN THE FIELD TO AVOID

CONFLICT WITH TREES, BUSHES, DRAINS, OTHER UTILITIES, AND LANDSCAPING.

10.NO UNDERGROUND SPLICES OR SPLICES IN HANDHOLES WILL BE

PERMITTED. ELECTRIC HANDHOLES SHALL BE USED FOR THE PURPOSE OF

PULLING CABLES ONLY.

11.LIGHTING UNIT SETBACK SHALL BE AS CALLED OUT ON DRAWINGS.

12.NO POLES SHALL BE ERECTED UNTIL THE RESPECTIVE FOUNDATIONS HAVE

CURED, AS APPROVED BY THE ENGINEER.

13.ALL CONDUITS UNDER PROPOSED ROADWAYS AND DRIVEWAYS IN

TRENCHES SHALL BE INSTALLED BEFORE PAVEMENT IS PLACED. CONDUIT

LENGTHS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE ACTUAL

LENGTH REQUIREMENTS IN THE FIELD.

14.ALL ELECTRICAL DEVICES AND MATERIALS SHALL BE U/L LISTED WHERE

APPLICABLE.

15.EXTEND EXISTING CONDUIT TO PROPOSED LIGHTING UNIT LOCATION.

INSTALL 2#10 & 1#10 GROUND WIRE FROM BASE OF EXISTING LIGHTING UNIT

TO BASE OF PROPOSED LIGHTING UNIT.

12

13

14

47 48 49 50+00

2"

2"

6"

2-12" 8

"

48"

3-10"

ST

SPRI

NKLER HD

CONTROL BOX

36"

13"

12"

2-10" 8

" 3"

2-12" 6

"

14" 5

"2-

15"

WVV

AV

FHBM

ST

3"

2"

conc

conc

hma

hma

hma

hma

hma

hma

KAR

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

SCALE:


642jdmUSER NAME =

PLOT SCALE = 20.0000 ' / in.


DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

-

-

-

-

-

-

JDM

DJS

11-27-17

Defa

ult

I:\Crystal

Lake\M

CH

EC\1

70812-R

ec Center\C

AD

D\S

heets\1

70812-S

HT-Lig

hting.d

gn

FIL

E N

AM

E:

MO

DE

L:

15

E

U

U

E

E

U

U

U

U

U U

UU

U UUU

NONE

MISCELLANEOUS DETAILS 13

KAR

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

SCALE:


642jdmUSER NAME =

PLOT SCALE = 20.0000 ' / in.


DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

-

-

-

-

-

-

JDM

DJS

11-27-17

Defa

ult

I:\Crystal

Lake\M

CH

EC\1

70812-R

ec Center\C

AD

D\S

heets\1

70812-S

HT_

Misc

Details.d

gn

FIL

E N

AM

E:

MO

DE

L:

15

(NOT TO SCALE)

MISCELLANEOUS DETAILS 14

NONE

COMPACTED SUBGRADE

CONTROL JOINTS @ 5' O.C.

MEETS EXISTING AND @ 50' O.C. MAX. AND PROVIDE

NOTE: PROVIDE FIBER EXPANSION JOINTS WHERE NEW SIDEWALK

OR MATCH EXIST.

(NOT TO SCALE)

SEE PLANS

4" AGGREGATE BASE COURSE,

6 X 6 10/10 WELDED WIRE MESHSEATED AND SECURED ON STANDS (INCLUDED)

TYPE B, (CRUSHED CA-6)

P.C.C. SIDEWALK 5"

COMPACTED SUBGRADE

OR MATCH EXIST.

SEE PLANS

6 X 6 10/10 WELDED WIRE MESHSEATED AND SECURED ON STANDS (INCLUDED)

TYPE B, (CRUSHED CA-6)

P.C.C. SIDEWALK 6" (TRASH ENCLOSURE)

PCC SIDEWALK 6"

PCC SIDEWALK 5"

8" AGGREGATE BASE COURSE,

KAR

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

SCALE:


546djsUSER NAME =

PLOT SCALE = 20.0000 ' / in.


DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

-

-

-

-

-

-

JDM

DJS

11-27-17

Defa

ult

I:\Crystal

Lake\M

CH

EC\1

70812-R

ec Center\C

AD

D\S

heets\1

70812-S

HT_

Misc

Details.d

gn

FIL

E N

AM

E:

MO

DE

L:

15

MISCELLANEOUS DETAILS

NONE

15

16"

WITH 3500 PSI PCC

6" STEEL POST FILLED

FINISHED GRADE

18"

36"

5'

MIN

FOR REFERENCE

TRASH ENCLOSURE DETAIL

3500 PSI PCC

HANICAP PARKING AND BOLLARD DETAIL

MATCH EXISTING SIGN

R7-8 12"X18" SIGN (HANDICAP)

MATCH EXISTING SIGN

6"X12" SIGN ($250 FINE)

KAR

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

SCALE:


546djsUSER NAME =

PLOT SCALE = 20.0000 ' / in.


DESIGNED

CHECKED

DRAWN

REVISED

REVISED

REVISED

REVISED

F.A.


-

-

-

-

-

-

-

-

JDM

DJS

11-27-17

Defa

ult

I:\Crystal

Lake\M

CH

EC\1

70812-R

ec Center\C

AD

D\S

heets\1

70812-S

HT_

Misc

Details.d

gn

FIL

E N

AM

E:

MO

DE

L:

15

general notes32ba702a... · 22 bw-conc 22 epb1epb1 bcl1 88 fw-conc fw-conc 9999 99 bcl1 99 bcl1 88...

Documents