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GENERAL NOTES 32BA702A... · PDF file 22 bw-conc 22 epb1epb1 bcl1 88 fw-conc fw-conc 9999 99 bcl1 99 bcl1 88 epb1 bcl1 ada panel fw-conc cl 22 99 99 22 bw-conc bcl1 88 44 fw-conc

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Text of GENERAL NOTES 32BA702A... · PDF file 22 bw-conc 22 epb1epb1 bcl1 88 fw-conc fw-conc 9999...

  • 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

    D e fa

    u lt

    I: \C r y s ta l

    L a k e \M

    C H

    E C \1

    7 0 8 1 2 -R

    e c C e n te r \C

    A D

    D \S

    h e e ts \1

    7 0 8 1 2 _ S

    H T _

    G e n

    N o te

    s .d

    g n

    F IL

    E N

    A M

    E :

    M O

    D E

    L :

    15

  • NONE

    SUMMARY OF QUANTITIES

    SUMMARY OF QUANTITIES 3

    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

    D e fa

    u lt

    I: \C r y s ta l

    L a k e \M

    C H

    E C \1

    7 0 8 1 2 -R

    e c C e n te r \C

    A D

    D \S

    h e e ts \1

    7 0 8 1 2 _ S

    H T _ S

    O Q .d

    g n

    F IL

    E N

    A M

    E :

    M O

    D E

    L :

    15

  • 2 1 5 3 4

    8

    7 4 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'

    VARIES VARIES

    NORTH ACCESS ROAD

    A A

    B

    B

    M A IN A

    C C

    E S S R

    O A

    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

    1 2

    1 3

    1 4

    47 48 49 50+00

    KAR

    SECTION COUNTY

    ILLINOIS FED. AID PROJECT

    TOTAL

    SHEETS

    SHEET

    NO.RTE.

    CONTRACT NO.

    SCALE:

    CITY OF McHENRY, ILLINOIS

    642jdmUSER NAME =

    PLOT SCALE = 7.5000 ' / 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

    D e fa

    u lt

    I: \C r y s ta l

    L a k e \M

    C H

    E C \1

    7 0 8 1 2 -R

    e c C e n te r \C

    A D

    D \S

    h e e ts \1

    7 0 8 1 2 _ S

    H T -T

    y p S e c t. d g n

    F IL

    E N

    A M

    E :

    M O

    D E

    L :

    15

  • 1" = 20'

    82 1 8

    4

    82 1 8

    4

    BASIN TO REMAIN EXISTING DETENTION

    MUNICIPAL DRIVE

    TO REMAIN EXISTING SIDEWALK

    TO REMAIN MH AND DRAINAGE EXISTING STORM

    TO BE RELOCATED EXISTING ENCLOSURE

    TO REMAIN AND VALVE METER EXISTING WATER MAIN

    BE REMOVED (TYP) TOEXISTING TREES

    PARKING LOT LIMITS FOR PROPOSED CLEARING & GRUBBING

    REMOVAL PAVEMENT/SIDEWALK

    LEGEND

    NOTES:

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

    EXISTING CONDITIONS AND REMOVAL PLAN

    McHENRY RECREATIONAL FACILITY 5

    TO REMAIN EXISTING HMA APRON

    CONNECTION FIBER OPTIC CABLE PROTECT EXISTING

    GRADING) (INCLUDED IN SITE BLOCK REMOVAL PRECAST PARKING

    4"

    2- 3"

    10 -1"

    2"

    2"

    3- 4"

    2- 4"

    5"

    3"

    3"

    3"

    ST

    SP RI

    NK LE

    R HD

    CO NT

    RO L

    BO X

    40 "

    48 "

    9"

    18 "

    14 "

    18 "

    2- 10 " 8

    " 3 "

    2- 12 " 6

    "

    14 " 5

    " 2-

    15 "

    54 "

    WV V

    AV

    FH BM

    ST

    3"

    2' 2' 2'

    2' 2'2'2'

    2'2'

    2'

    2'

    2'

    2' 2"

    c o n c

    c o n c

    h m a

    h m a

    hm a

    hm a

    hm a

    hm a

    8 1 4

    8 1 5

    8 1 5

    8 1 6

    8 1 6

    8 1 6

    8 1 7

    8 1 7

    8 1 7

    8 1 7

    8 1 8

    8 1 8

    81 8

    8 1 8

    8 1 8

    8 1 9

    8 1 9

    81 9

    8 1 9

    8 1 9

    8 1 9

    82 0

    8 2 0

    8 2 0

    820

    8 2 0

    82 0

    8 2 0

    82 0

    82 1

    8 2 1

    82 1

    821

    8 2 1

    821

    8 2 1

    8 2 2

    82 2

    82 2

    82 2

    8 2 2

    822

    8 2 2

    8 2 2

    8 2 3

    823

    8 2 3

    82 3

    82 4

    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

    D e fa

    u lt

    I: \C r y s ta l

    L a k e \M

    C H

    E C \1

    7 0 8 1 2 -R

    e c C e n te r \C

    A D

    D \S

    h e e ts \1

    7 0 8 1 2 -S

    H T -D

    e m

    o P la

    n .d

    g n

    F IL

    E N

    A M

    E :

    M O

    D E

    L :

    15

    ST

    CB

    ST ST

    ST

    CB

    SL-PUBLIC

    SL-PUBLIC

    FES

    FES FES

    RT

    LT

    SL-PUBLIC

    SL-PUBLIC

    SAN

    AV

    FH

    BM

    conc conc

    c o n c

    8" round electric

    802

    803

    803

    8 0 4

    80 4

    8 0 5

    80 5

    805

    806

    806

    8 0 6

    80 7

    807

    807

    80 7

    807

    808

    808

    808

    80 8

    8 0 8

    809 809

    809

    809

    809

    809

    809

    80 9

    809

    810

    810

    810

    810

    810

    810

    810

    81 0

    8 1 0

    811

    811

    811

    81 1

    811

    811

    811

    811

    8 1 1

    812

    812

    812

    8 1 2

    81 2

    8 1 2

    813

    8 1 3

    81 3

    813

    813

    814

    81 4

    814

    8 1 4

    8 1 4

    815

    815

    8 1 5

    8 1 6

    81 6

    816 8 1 7

    817

    817

    81 8

    8 1 8

    81 9

    8 2 0

    6" STONE

    44

    6" STONE

    6" STONE DLL1 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-CONC BW-CONC

    FW-CONC FW-CONC

    8822

    EPB1

    22

    EPB1

    88

    BW-CONC

    BW-CONC

    99

    BW-CONC

    99

    22

    ADA PANEL

    BCL1

    FW-CONC

    EPB1

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