Approved - Microsoft...UNIT 7 "S" TYPE UNIT 8 "S" TYPE UNIT 9 "B" TYPE UNIT 10 "B" TYPE UNIT 11 "B"...

05/30/2019 6:40:43 PM

Approvedby Elizabeth NijkampEl Paso County Planning and Community Developmenton behalf of Jennifer Irvine, County Engineer, ECM Administrator

84.0'

46.0

'

84.0'

46.0

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84.0'

46.0

'

84.0'

46.0

' 84.0'

46.0

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84.0'

46.0

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84.0'

46.0

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84.0'

46.0

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84.0'

46.0

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84.0'

46.0

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42.0'

46.0

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42.0'

46.0

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84.0'

46.0

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84.0'

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84.0'

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84.0'46

.0'

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84.0'

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84.0'

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84.0'

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84.0'

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84.0'

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84.0'

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MAILKIOSKS

WHARF POINT(PRIVATE)

SUN

SEE

KER

CT.

(PRI

VA

TE)

PLEASANT PORT VIEW(PRIVATE)

UNIT 1"S" TYPE

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UNIT 3"S" TYPE

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UNIT 61"B" TYPE

UNIT 62"B" TYPE

FF 5843.5' FF 5843.5'

GF 5843.0'GF 5843.0'

FF 5844.0' FF 5844.0'

GF 5843.5' GF 5843.5' GF 5844.0' GF 5844.0'

FF 5844.5' FF 5844.5'

GF 5844.5' GF 5844.5'

FF 5845.0' FF 5845.0'

GF 5845.0' GF 5845.0'

FF 5845.5' FF 5845.5'

GF 5845.5' GF 5845.5'

FF 5846.0' FF 5846.0'

GF 5846.0' GF 5846.0'

FF 5846.5' FF 5846.5'

GF 5846.5' GF 5846.5'

FF 5847.0' FF 5847.0'

GF 5842.5' GF 5843.5' GF 5843.0' GF 5843.0' GF 5843.5' GF 5843.5' GF 5844.0' GF 5844.0'

FF 5845.0' FF 5845.0' FF 5845.5' FF 5845.5'FF 5846.5' FF 5847.0' FF 5847.0' FF 5847.5' FF 5847.5' FF 5848.0' FF 5848.0'

FF 5844.0' FF 5844.0' FF 5844.5' FF 5844.5'

GF 5845.0' GF 5845.0'

FF 5846.5' FF 5846.5'

FF 5844.0'FF 5844.0' FF 5844.5' FF 5844.5'

GF 5843.5' GF 5843.5' GF 5844.0' GF 5844.0'

FF 5845.5' FF 5845.5'FF 5845.0' FF 5845.0'

GF 5842.5' GF 5842.5' GF 5843.0'GF 5843.0'

GF 5845.5' GF 5845.5'

FF 5846.0' FF 5846.0' FF 5846.5' FF 5846.5'

GF 5846.0' GF 5846.0'

GF 5845.0' GF 5845.5' GF 5845.5' GF 5846.0' GF 5846.0' GF 5846.5' GF 5846.5'

FF 5846.5'

GF 5845.0'

41.0041.8041.70

42.50 43.50

44.43 44.57 45.50

44.7244.0042.7042.50

45.5044.8444.6044.00

43.50

42.60 42.84

44.90

44.50

44.50

44.30

43.30

43.00

46.5047.0046.5047.0046.0045.50

44.7945.29

44.5245.02

44.9045.40

44.6645.16

44.4344.93 44.47

44.97

44.5045.00

44.6045.10

44.6745.17

44.7345.23

44.8445.34

44.9045.40

45.1045.60

45.3245.82 45.32 45.38

45.3845.88

45.6046.10

45.4645.96

45.5246.02

45.7746.27

45.9046.40

46.0046.50

46.1046.60

45.9346.43

45.9046.40

41.9642.46

42.5043.0042.5043.00 43.00 43.50

44.0044.50

44.0244.52

44.3344.83

43.7744.27

43.2243.7243.15

43.65

43.0043.50

43.0043.5043.0843.58

43.0843.58

43.0243.52

43.0043.50

43.0043.50

42.7043.20

42.6143.1142.30

42.80

42.1542.65

42.0842.58

42.0242.52

42.0442.54

42.0942.59

41.5542.05

41.1341.63

41.0041.50

41.8142.31

41.8742.37

42.0042.50

42.2042.70

42.0442.54

42.0242.52

42.0842.58

42.1542.65

42.3042.80

42.7043.20

42.7042.80 42.80

43.3043.2043.70

43.0443.54

43.0243.52

43.0843.58

43.1543.65

43.3043.80

43.0043.50

43.0443.54

43.0343.53

43.2243.72

43.4043.90

43.6044.10

43.8044.30

44.0044.50

44.0044.50

45.09 45.21

44.9745.47

45.09 45.21 45.3345.83

45.9046.40

45.9046.40 45.73

45.51

45.1745.67

44.9045.40

45.6546.15

45.5646.06

45.3045.80

44.1644.66 44.87

45.3743.9044.40

44.2544.75

44.6845.18

45.0045.50

45.0045.50

46.5047.0046.5047.00

46.0046.5046.0046.50

45.5045.00

46.0045.50

45.0045.50

44.7445.24

44.7945.29

45.1145.61

44.9045.40

44.8545.35

44.8945.39

44.8945.39

44.8145.31

44.8045.30

44.5045.00

44.4844.98

44.0944.59

43.6844.18

43.1143.61

43.5043.00

44.0043.5043.0043.5043.0043.50

41.9642.46

42.5043.0042.5043.00

42.6842.62

42.6042.50

42.5842.52

43.73TSW43.73TSW

43.73TSW43.73TSW

43.63TSW

43.63TSW

43.23TSW43.23TSW

43.33TSW43.33TSW

44.23TSW44.23TSW

44.13TSW

44.73TSW

44.73TSW

44.63TSW

44.36TSW

44.46TSW

44.60TSW

44.70TSW

45.14TSW

45.16TSW 45.23

TSW

45.13TSW

45.06TSW 45.64

TSW

45.74TSW45.74TSW

45.74TSW45.74TSW

45.64TSW45.64TSW

46.24TSW46.24TSW

46.14TSW

46.74TSW46.74TSW

46.64TSW

45.94TSW45.94TSW

46.74TSW

40.9041.40

41.5442.04

42.1042.60

42.1042.60

41.7142.21 41.71

42.21

40.8240.82

39.1339.6339.13

39.59 39.59

41.2141.21

44.9945.49

45.5845.72

5841 5841

5842

5842

5842

5842 5843 5843

5845

5845

5845

5845

5845

5845

5844

5844

5841

5841

5841

5841

5842

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5842

5843

5843

45.2545.75

46.17

45.92

1.0%

0.5%

40.75

41.22

12" RCPINV=42.00'

12" RCP 45° BENDINV=41.90'

INSTALL 24"x12" WYEON EXISTING 24" RCPINV EX. 24" = 37.66'INV 12" RCP = 38.16'

20 LF 12" RCP@ 0.5%

3 LF 12" RCP @ 80%

40.0

0'EX

UTIL

, DRN

G &

AC

CES

S ES

MT

ZONE: CC

BRADLEY INVESTMENTGROUP LLC

ZONE: CC


(REC

NO

2107

1308

3)

EX 20' UTIL ESMT (RECNO 210713083)

S 00

°25'

50" W

, 49

3.40

'

S 89°34'10" E, 169.41'

S 00°25'50" W15.63'

S 89°34'10" E, 285.97'

N 0

0°05

'56"

W,

510.

30'

PROPOSED 20'PUBLIC DRAINAGE

EASEMENT

17'

8'

8'

5.00' DRAINAGEESMT (#219026316)

20' P

UBLI

CUT

IL, D

RNG

&A

CC

ESS

ESM

T

20' P

UBLI

CUT

IL, D

RNG

&A

CC

ESS

ESM

T

28' PUBLICUTIL, DRNG &ACCESS ESMT

28' P

UBLI

CUT

IL, D

RNG

&A

CC

ESS

ESM

T

28' P

UBLI

CUT

IL, D

RNG

&A

CC

ESS

ESM

T

.BENCHMARK

EN

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, IN

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MV

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NC

.

1903 lelaray street, suite 200 colorado springs co 80909 719.635.5736

EN

GIN

EE

RS

SU

RV

EY

OR

S

CHECKED BY _____

DESIGNED BY

___________________

CHECKED BY _____ ___________________

REVISIONS

OF

AS-BUILTS BY

MVE DRAWING

MVE PROJECT

DRAWN BY

SHEET

61093

THE TOWNHOMES ATBRADLEY CROSSROADS

-GEC-GP1

GRADING & EROSIONCONTROL PLAN

GRADING PLAN (NORTH)

2 7April 26, 2019

C1.2

0

1" = 20' 1:240

4020105

I-25

HAN

CO

CK

EXPR

ESSW

AY

AC

AD

EMY

BLV

D

LIN

CO

LN P

LAZA

DR

BRADLEY RD

MA

IN S

T

SITE

VICINITY MAPN.T.S.

GLADIATOR

NOTE LEGEND:

INSTALL COUNTY STD TYPE B CURB & GUTTER

INSTALL ASPHALT PAVING w/ PARKING LOT MARKINGS

INSTALL CONCRETE SIDEWALK (5' WIDE)


INSTALL PEDESTRIAN RAMP (SEE DETAILS)

INSTALL CONCRETE CHANNEL "TEXAS CROSSING" (SEE DETAIL)

INSTALL THICKENED EDGE SIDE WALK (SEE DETAIL)

INSTALL 4' WIDE ROCK SWALE (SEE DETAIL "A")

EXISTING CURB & GUTTER

INSTALL CDOT TYPE C INLET, H=2.5' W/ CLOSED MESH GRATE

INSTALL 5' WIDE ROCK SWALE (SEE DETAIL "B")

INSTALL 2' WIDE CURB DEPRESSION

INSTALL COUNTY STANDARD DRIVEWAY, DETAIL SD_2-24.

REMOVE EXISTING CONCRETE DRAIN PAN AND REPLACE W/ NEW 8' WIDE x 40' LONGCONCRETE PAN (SEE DETAIL)

1

2

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44

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3

33

3

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1 1 1 1

1 1

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19

9

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56

9

9

8

5

1

1

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1

1

1

10

10

13

1

1

11

11

12

12

EPC PROJ NO. PPR1846

1

13

14

14

Z:\6

1093

\_Sh

eet D

wgs

\610

93-G

EC-G

P.d

wg,

4/2

6/20

19 9

:43:

02 A

M, T

JCA

DD

5/2/19

EPC 5/30/19

GLADIATOR DRIVE(PUBLIC 60' ROW)

BRADLEY CROSSROADSSUB FILING NO. 1A

KEEP-M-CLEAN LLC

YELL

OW

DO

CK

POIN

T(P

RIV

ATE

DRI

VE)

N 89°43'38" W, 450.67'

N 0

0°05

'56"

W,

510.

30'

84.0' 84.0'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

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84.0'

46.0

'

46.0

'

84.0'

46.0

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84.0'

46.0

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84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

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84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

84.0'

46.0

'

PORTS DOWN LN.(PRIVATE)

SUN

SEE

KER

CT.

(PRI

VA

TE)

PLEA

SAN

T PO

RT V

IEW

(PRI

VA

TE)

UNIT 25"S" TYPE

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UNIT 77"S" TYPE

UNIT 78"S" TYPE


FF 5843.0'FF 5843.0' FF 5843.5' FF 5843.5'

GF 5843.5' GF 5843.5' GF 5844.0' GF 5844.0'

FF 5844.5' FF 5844.5'FF 5844.0' FF 5844.0'

GF 5842.5' GF 5842.5' GF 5843.0'GF 5843.0'GF 5844.5' GF 5844.5' GF 5845.0' GF 5845.0'

FF 5845.0' FF 5845.0' FF 5845.5' FF 5845.5'

GF 5845.5' GF 5845.5'

FF 5846.0' FF 5846.0'

GF 5846.0' GF 5846.0'

FF 5846.5' FF 5846.5'

GF 5844.0' GF 5844.0'

FF 5844.5' FF 5844.5'

GF 5844.5' GF 5844.5'

FF 5845.0' FF 5845.0'

GF 5845.0'GF 5845.0'

FF 5845.5'FF 5845.5'

GF 5845.5'GF 5845.5'

FF 5846.0'FF 5846.0'

FF 5843.5'

GF 5843.0'

FF 5843.5'

GF 5843.0' GF 5843.5' GF 5843.5'

FF 5844.0' FF 5844.0'FF 5842.5' FF 5842.5' FF 5843.0'FF 5843.0'

GF 5842.0' GF 5842.5'GF 5842.0' GF 5842.5'

GF 5845.0' GF 5845.5' GF 5845.5' GF 5846.0' GF 5846.0' GF 5846.5' GF 5846.5'GF 5845.0'

45.5044.81

44.7244.00

43.50

42.7042.50

42.20

42.30 43.00 43.50 44.20

44.30

45.00

43.8043.30

40.68

40.7540.71

40.75

42.1

42.35TSW

42.85TSW

42.35TSW

42.55TSW

43.35TSW

43.85TSW

43.85TSW

43.35TSW 43.35

TSW43.85

TSW44.35

TSW44.35TSW

44.85TSW 44.85

TSW44.85TSW

45.35TSW

45.85TSW45.85

TSW45.44

TSW50.44TSW

45.5046.0045.5046.00

45.7546.25

45.7446.24

45.9046.40

45.9046.40

45.7446.24

45.5946.09

45.3145.81

45.2445.74

45.4045.90

44.9045.40

44.9045.40

44.9044.90

44.9044.87

45.0044.50

44.9045.40

44.7445.24

44.5945.09

44.3144.81

44.2444.74

44.4044.90

44.4044.90

44.0444.54

43.9544.45

43.9444.44

43.9544.45

44.0044.5043.50

44.0043.0042.5042.00

42.5042.0042.50

41.4641.96

42.2742.77

42.3142.81

42.3542.85

42.4042.90

42.4042.90

42.4842.98

42.5243.02

42.5843.08

42.6743.17

42.9043.40

42.9043.40

42.9042.90 42.9043.40 43.90

44.40

43.3243.82

43.3043.8042.9042.75

43.3043.80

43.4343.93

43.9044.40

43.9044.40

43.4743.97

43.3443.84

43.3943.89

43.4443.94

43.7944.29

43.9144.41

44.2944.79

44.4144.91

45.00 45.5046.0046.5046.0046.50

46.5047.0046.5047.0046.0045.50

44.7945.29

44.5245.02

42.7743.2742.50

43.0041.9642.46

42.5043.0042.5043.00 43.00 43.50

43.0043.50

44.0044.50

44.0244.52

42.45TSW

42.45TSW

42.95TSW

42.95TSW

42.45TSW

42.45TSW

42.65TSW

43.45TSW

43.45TSW

43.95TSW

43.95TSW43.95TSW

43.45TSW

43.95TSW

44.45TSW

44.45TSW

44.45TSW

44.95TSW

44.95TSW44.95TSW

44.95TSW

45.45TSW

45.45TSW

45.45TSW

45.95TSW

45.95TSW

45.45TSW

58455845

5845

5841 5841

5842

5842

5842

5842

5842

5842

5842

5843

5843

5843 5843

5843

5844

5844

5844

5846

5846

5845

5841

5841

5842

5843

5844

5846

5845

5850

5841

58425843

5844

5846

5847

5848

5849

5851

5845

5850

5846

5847

5848

5849

5851

3.0%

0.5%

0.5%

3:1

2:1

2:1

12" RCPINV=42.00'

12" RCP 45° BENDINV=41.90'

INSTALL 24"x12" WYEON EXISTING 24" RCPINV EX. 24" = 37.66'INV 12" RCP = 38.16'

20 LF 12" RCP@ 0.5% 3 LF 12" RCP @ 80%

20.0

' UTIL

ESM

T(R

EC#

210

7130

83)

20.0'

UTIL ES

MT

(REC

# 2107

1308

3)

PROPOSEDDRAINAGEEASEMENT

DRAINAGE ESMT(REC# 210713083)

PROPOSED 20'PUBLIC DRAINAGE

EASEMENT

5.00' DRAINAGEESMT (#219026316)

20' P

UBLI

CUT

IL, D

RNG

&A

CC

ESS

ESM

T

20' P

UBLI

CUT

IL, D

RNG

&A

CC

ESS

ESM

T

28' PUBLICUTIL, DRNG &ACCESS ESMT

24' P

UBLI

CUT

IL, D

RNG

&A

CC

ESS

ESM

T

20' PUBLICUTIL ESMT 20' PUBLIC

UTIL ESMT

.

BENCHMARK

EN

GIN

EE

RS

SU

RV

EY

OR

SM

VE

, IN

C.

MV

E, I

NC

.


EN

GIN

EE

RS

SU

RV

EY

OR

S

CHECKED BY _____

DESIGNED BY

___________________

CHECKED BY _____ ___________________

REVISIONS

OF

AS-BUILTS BY

MVE DRAWING

MVE PROJECT

DRAWN BY

SHEET

61093


-GEC-GP1


GRADING PLAN (SOUTH)

3 7April 26, 2019

C1.2

0

1" = 20' 1:240

4020105

I-25

HAN

CO

CK

EXPR

ESSW

AY

AC

AD

EMY

BLV

D

LIN

CO

LN P

LAZA

DR

BRADLEY RD

MA

IN S

T

SITE

VICINITY MAPN.T.S.

GLADIATOR

NOTE LEGEND:

INSTALL COUNTY STD TYPE B CURB & GUTTER

INSTALL ASPHALT PAVING w/ PARKING LOT MARKINGS



INSTALL EPC STD PED RAMP D-8

INSTALL CONCRETE CHANNEL "TEXAS CROSSING" (SEE DETAIL)

INSTALL THICKENED EDGE SIDE WALK (SEE DETAIL)

EXISTING CURB & GUTTER

EXISTING INLET

REMOVE EXISTING 18" RCP

REMOVE EXISTING 24" RCP

REMOVE EXISTING INLET. INSTALL EPC TYPE 1 MANHOLE AND EXTEND EXISTING RCP ASREQUIRED. INSTALL MANHOLE RISERS AS NECESSARY TO MATCH FINISHED GRADE.CONTRACTOR TO VERIFY EXISTING PIPE INVERTS.

INSTALL 24" RCP FLARED END SECTION ON EXISTING 24" RCP LINE

INSTALL 5' WIDE ROCK SWALE (SEE DETAIL "B")

INSTALL 2' WIDE CURB DEPRESSION

EXISTING SIDEWALK (PROTECT IN PLACE)

CONTRACTOR TO ENSURE THAT GRADING IS ACCOMPLISHED PER THIS PLAN AND SHALLVERIFY THAT THE LOW POINT IS NOT WITHIN THE EXTENTS OF THE UTILITY EASEMENT.

INSTALL COUNTY STANDARD DRIVEWAY, DETAIL SD_2-24.

1

2

3

4

5

6

7

8

8

8

8

1 1 1 1

4 4

44

3 3 3 3

2

22

22

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10

7 7 7 7

1

12

12

11

1

1

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4

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161616


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1717

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wg,

4/2

6/20

19 9

:43:

23 A

M, T

JCA

DD

5/2/19

EPC 5/30/19

.

VICINITY MAPNOT TO SCALE

SITE

WOODMEN RD

POW

ERS BLVD

DUBLIN BLVD

TUTT

BLV

D.

CHECKED BY _____DRAWN BYDESIGNED BY

___________________

MVE DRAWING

MVE PROJECT

CHECKED BY _____ ___________________

BENCHMARK

REVISIONS

OF

AS-BUILTS BY

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61093


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CIVIL DETAILS

4 7April 26, 2019

C1.4

SCALE 1" = 4'CURB DEPRESSION DETAIL

PLAN VIEW

FRONT VIEW

FLOW

EARTHBEHIND

CURB

STANDARD TYPE 3CURB (SEE DETAIL)

6"1'

-0"

6"

1'-0" VARIES 1'-0"

SIDEWALK WIDTH AS SHOWN ON PLAN

95% MODIFIED PROCTOR DENSITYPREPARE 6" THK SUBGRADE

W/FIBER MESH

SLOPE 1/4" PER FT

CONCRETE SIDEWALK 4" THK

FROM SOILS ENGINEER FOR SUBGRADE

FROM SOILS ENGINEER FOR THICKNESSOF ASPHALT AND BASE COURSE IN

SEE PAVEMENT RECOMMENDATIONS

8"

6"8"

-0.50

SEE PAVEMENT RECOMMENDATIONS

PREPARATION OR GEOTEXTILE SPEC.

TRAFFIC AND PARKING AREAS

+0.00

ARE TO

1/2" R

MEASUREMENTS

FACE OF CURB

THICKENED EDGE SIDEWALKSCALE: 1" = 1.0'

6"Ø STEEL PIPE WITH1/4" WALLTHICKNESS FILLEDWITH CONCRETE(PRIME & PAINT)

3'-6

"3'

-0"

CONCRETE/ASPHALTPER PLAN ASREQUIRED

SET IN 20"ØBED OFCONCRETE

BOLLARD DETAILSCALE 1" = 2.0'

EPC TYPE B

6"

12"

12"

1"18"

1-1/2"4-1/2"

A B

CA

SCALE 1"=1'

EPC TYPE B STANDARDMEDIAN CURB & GUTTER

RADII

A 1/8" TO 1/4"

B 1-1/2"

C 1-1/2" TO 2"

5.0'

CONCRETE WALK SLABS SHALL BE 4" THICK,REINFORCED WITH 6x6 10/10 W.W.F.

TOOL EDGES AT EXPANSION JOINTS ANDSCORING. BROOM FINISH REMAINING FIELD.

SCO

RE

5.0'

EXP.

JT.

SCO

RE

5.0'5.0'

SCO

RE

VA

RIES

SEE

PLA

N

EXP.

JT.

TYPICAL SIDEWALK DETAILSCALE 1" = 4.0'

4000 PSI CONCRETE ON PREPAREDSUBGRADE IN ACCORDANCE WITHSECTION 500 OF THE CITY OFCOLORADO SPRINGS STANDARDSPECIFICATIONS, LATEST VERSION,

CONTROL JOINT (CJ)@ 5'-0" O.C.

EXPANSION JOINT (EJ)@ 20'-0" O.C. MAX 1/2"PREFORMEDEXPANSION JOINTMATERIAL

POUREDSEALANT

4"

1 1/

2"

1/4"

1/2"

1/8"

1/2"

24"x24"

2.

1.

NOTE: REFER TO SITE PLAN FOR LOCATIONS

TYPOGRAPHY TO BE HELVETICA MEDIUM

3. REMOVE EXISTING SIGNS AND REUSE WHERE APPLICABLE (NOT SHOWN).

STOP SIGNS WILL BE INSTALLED BY THE DEVELOPER AT THE LOCATIONS SHOWN ON THEDEVELOPMENT PLAN TO MEET MUTCD STANDARDS AND THE CITY OF COLORADO SPRINGSTRAFFIC ENGINEERING STANDARDS.

4.

6" WIDE WHITE STRIPES AT ACCESSWALKWAY

4" WIDE WHITE STRIPES

REQUIRED HANDICAP MARKING IN 3'SQUARE WHITE FRAME AND EMBLEM

WITH BLUE BACKGROUND

8.0' (MIN)

18.0

' (M

IN)

NOTE: REFER TO CIVIL FORACTUAL PARKING LAYOUT

3.0'TYP.

5.0' (MIN) WIDEACCESS AISLE(8.0' WIDE AT

VAN LOCATION)

SITE SIGNAGESCALE 1" = 1.0'

TYPICAL HANDICAP PARKING SPACESCALE 1" = 4.0'

C

A BOR

NOTE: 2.0% MAX SLOPE IN ANYDIRECTION IN ACCESSIBLE SPACEAND ACCESSIBLE ISLE

R7-8 (12"x18")

RESERVEDPARKING

VANACCESSIBLE

R7-8b (6"x12")

TYPE L STEEPSLOPE RIP-RAP

LANDSCAPE FABRICTENCATE MIRIFI 180N ORAPPROVED ALTERNATE

3:1MAX. 3:1

MAX.

3' M

IN.

23'

TYPICAL SWALE "B"SCALE 1" = 4.0'

9' 9'

1' M

IN.

5'

TYPE L STEEPSLOPE RIP-RAP

LANDSCAPE FABRICTENCATE MIRIFI 180N ORAPPROVED ALTERNATE

3:1MAX.

3:1MAX.

2' M

IN.

TYPICAL SWALE "A"SCALE 1" = 4.0'

6' 6'

1' M

IN.

4'

16'

8.0'8.0'8.0'

29.0

'

8.0'

8.0'

C&G (TYP)

WRAP C&G AROUNDEDGE (THIS SIDE ONLY)

12" RCPPIPE x3

0.5'

SUBGRADE COMPACTED TOMIN.: 95% ASTM D-698, ± 2%OR 90% ASTM D-1557, ± 2%

4000 PSI CONCRETE,6" THICK

8'

2'-6

"

8"

"TEXAS CROSSING" DETAILSCALE 1" = 10.0'

"TEXAS CROSSING" END DETAILSCALE 1" = 4.0'

12" RCPPIPE x3

4000 PSI CONCRETE,6" THICK

SEE EL PASO COUNTY ECM4.3.6.A.3


8" DIP WATER LINE 4.3'

3.0'

7.7'

8" PVC SANITARY SEWER

0.5 % SLOPE

8" DIP WATER LINE

4.3'

8" DIP WATER LINE

2.4'

SUBGRADE COMPACTED TO MIN.:95% ASTM D-698, ± 2% OR 90% ASTMD-1557, ± 2%

6"6"

CONCRETE DRAIN PANSECTIONSCALE: NOT TO SCALE

7'-0"

6"4"

4000 PSI CONCRETE, 6" THICK,EXPANSION JOINTS & CONTR0L JOINTSAS INDICATED ON PLAN.

2"

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EPC 5/30/19

WHARF POINT(PRIVATE)

PORTS DOWN LN.(PRIVATE)

SUN

SEE

KER

CT.

(PRI

VA

TE)

PLEA

SAN

T PO

RT V

IEW

(PRI

VA

TE)

PLEASANT PORT VIEW(PRIVATE)

UNIT 1"S" TYPE

UNIT 2"S" TYPE

UNIT 3"S" TYPE

UNIT 4"S" TYPE

UNIT 5"S" TYPE

UNIT 6"S" TYPE

UNIT 7"S" TYPE

UNIT 8"S" TYPE

UNIT 9"B" TYPE

UNIT 10"B" TYPE

UNIT 11"B" TYPE

UNIT 12"B" TYPE

UNIT 13"B" TYPE

UNIT 14"B" TYPE

UNIT 15"B" TYPE

UNIT 16"B" TYPE

UNIT 17"B" TYPE

UNIT 18"B" TYPE

UNIT 19"B" TYPE

UNIT 20"B" TYPE

UNIT 25"S" TYPE

UNIT 26"S" TYPE

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UNIT 31"S" TYPE

UNIT 32"S" TYPE

UNIT 21"B" TYPE

UNIT 22"B" TYPE

UNIT 23"B" TYPE

UNIT 24"B" TYPE

UNIT 33"S" TYPE

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UNIT 55"B" TYPE

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UNIT 60"B" TYPE

UNIT 61"B" TYPE

UNIT 62"B" TYPE

UNIT 63"S" TYPE

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UNIT 70"S" TYPE

UNIT 71"S" TYPE

UNIT 72"S" TYPE

UNIT 73"S" TYPE

UNIT 74"S" TYPE

UNIT 75"S" TYPE

UNIT 76"S" TYPE

UNIT 77"S" TYPE

UNIT 78"S" TYPE

FF 5843.5' FF 5843.5'

GF 5843.0'GF 5843.0'

FF 5844.0' FF 5844.0'

GF 5843.5' GF 5843.5' GF 5844.0' GF 5844.0'

FF 5844.5' FF 5844.5'

GF 5844.5' GF 5844.5'

FF 5845.0' FF 5845.0'

GF 5845.0' GF 5845.0'

FF 5845.5' FF 5845.5'

GF 5845.5' GF 5845.5'

FF 5846.0' FF 5846.0'

GF 5846.0' GF 5846.0'

FF 5846.5' FF 5846.5'

GF 5846.5' GF 5846.5'

FF 5847.0' FF 5847.0'


FF 5845.0' FF 5845.0' FF 5845.5' FF 5845.5' FF 5846.5' FF 5847.0' FF 5847.0' FF 5847.5' FF 5847.5' FF 5848.0' FF 5848.0'FF 5844.0' FF 5844.0' FF 5844.5' FF 5844.5'

GF 5845.0' GF 5845.0'

FF 5846.5' FF 5846.5'

FF 5844.0'FF 5844.0' FF 5844.5' FF 5844.5'

GF 5843.5' GF 5843.5' GF 5844.0' GF 5844.0'

FF 5845.5' FF 5845.5'FF 5845.0' FF 5845.0'

GF 5842.5' GF 5842.5' GF 5843.0'GF 5843.0'

GF 5845.5' GF 5845.5'

FF 5846.0' FF 5846.0' FF 5846.5' FF 5846.5'

GF 5846.0' GF 5846.0'

FF 5843.0'FF 5843.0' FF 5843.5' FF 5843.5'

GF 5843.5' GF 5843.5' GF 5844.0' GF 5844.0'

FF 5844.5' FF 5844.5'FF 5844.0' FF 5844.0'

GF 5842.5' GF 5842.5' GF 5843.0'GF 5843.0' GF 5844.5' GF 5844.5' GF 5845.0' GF 5845.0'

FF 5845.0' FF 5845.0' FF 5845.5' FF 5845.5'

GF 5845.5' GF 5845.5'

FF 5846.0' FF 5846.0'

GF 5846.0' GF 5846.0'

FF 5846.5' FF 5846.5'

GF 5844.0' GF 5844.0'

FF 5844.5' FF 5844.5'

GF 5844.5' GF 5844.5'

FF 5845.0' FF 5845.0'

GF 5845.0'GF 5845.0'

FF 5845.5'FF 5845.5'

GF 5845.5'GF 5845.5'

FF 5846.0'FF 5846.0'FF 5843.5'

GF 5843.0'

FF 5843.5'

GF 5843.0' GF 5843.5' GF 5843.5'

FF 5844.0' FF 5844.0'FF 5842.5' FF 5842.5' FF 5843.0'FF 5843.0'

GF 5842.0' GF 5842.5'GF 5842.0' GF 5842.5'

GF 5845.0' GF 5845.5' GF 5845.5' GF 5846.0' GF 5846.0' GF 5846.5' GF 5846.5'

FF 5846.5'

GF 5845.0'

58455845

5845

5841 5841

5842

584258

425842

5842

5842

5842

5843

5843

5843 5843

5843

58445844

5844

5846

5846

5845

5841

5841

58425843

5844

5846

5845

5850

5841

58425843

5844

5846

5847

5848

5849

5851

5845

5845

5845

5845

5845

5845

5850

5844

5844

5846

5847

5848

5849

5851

5841

5841

5841

5841

5842

58425842

5843

5843

1.0%

3.0%

0.5%

0.5%

3:1

2:1

2:1

ECBA=200 SY

CWA

VTC

SSA

SCL350 LF

PORTABLE TOILET

SP

VTC

IP

IP

IP

SCL

SCL

SCLSCL

SCL SCL SCL SCL SCL SCL SCL

SCL

SCL

SCL

SCL

SCL

SCL

SCL

SCL

SCL

SCL

SCL80 LF

IP

NOT ACONSTRUCTION

ENTRANCE

GLADIATOR DRIVE(PUBLIC 60' ROW)

40.0

0'EX

UTIL

, DRN

G &

AC

CES

S ES

MT

57.00'EX UTIL, DRNG &

ACCESS ESMT

LOT 11

LOT 7ABRADLEY CROSSROADS

SUB FILING NO. 1A

ZONE: CC

LOT 10LOT 9LOT 7LOT 6 LOT 8

(6502401049)

(6502407012)KEEP-M-CLEAN LLC

(6502401050)(6502401051)(6502401052)(6502401053)(6502401054)BURKE,

BRADLEY INVESTMENT

ZONE: CC


ZONE: CC


YELL

OW

DO

CK

POIN

T(P

RIV

ATE

DRI

VE)

(REC NO210713083)

EX 20' UTIL ESMT (REC NO 210713083)

EX 10' DRNG ESMT (REC NO 210713083)

(REC

NO

2107

1308

3)

EX 20' UTIL ESMT (RECNO 210713083)

EX 34' UTIL, DRNG & ACCESSESMT (REC NO 210713083)

EX 7' UTIL & DRNG ESMT

(PLAT BK Z-2, PG 77)

EX. D

RAIN

PAN

IP

SB

SB

SB

PS

MU

PS

MU

IP

RCD

RCD

RS

SCL

SCL

SCL

SCL

SCL

SCL

SCL

SCL

SCL

SCL

SCL SCL SCL SCL SCL SCL SCL SCL SCL

CUT

CUT

FILL

FILL

FILL FILL

FILL

FILL

FILL

FILL

IP

CONSTRUCTION ACCESS

CONSTRUCTION ACCESS

SCL201 LF

SCL184 LF

.

BENCHMARK

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CHECKED BY _____

DESIGNED BY

___________________

CHECKED BY _____ ___________________

REVISIONS

OF

AS-BUILTS BY

MVE DRAWING

MVE PROJECT

DRAWN BY

SHEET

61093


GEC-EC


EROSION CONTROL PLAN

5 7April 26, 2019

C1.5

0

1" = 30' 1:360

6030105

I-25

HAN

CO

CK

EXPR

ESSW

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AC

AD

EMY

BLV

D

LIN

CO

LN P

LAZA

DR

BRADLEY RD

MA

IN S

T

SITE

VICINITY MAPN.T.S.

GLADIATOR

HYDROLOGIC SOIL

GROUP

8

EROSION CONTROL DATA

TIMING

AREAS

RECEIVING WATERS

SOIL DATA

SYMBOLS SHOWN IN LEGEND SHALL BE USED BY SWMP ADMINISTRATOR TOANNOTATE ANY CHANGES AND/OR ADDITIONS TO THIS PLAN.


SF SF

SCL

SR

CONCRETE WASHOUT AREA

TEMPORARY SEDIMENT BASIN

SILT FENCE

SEDIMENT CONTROL LOG

ROCK CHECK DAM

**SEDIMENT TRAP

STRAW BALE BARRIER

ROCK SOCK

EROSION CONTROL BLANKET

VEHICLE TRACKING CONTROL

STREET SWEEPING

INLET PROTECTION

PERMENANT OUTLET PROTECTION(SEE CONSTRUCTION PLANS)

STABILIZED STAGING AREA

STOCKPILE PROTECTION

MULCHING

SURFACE ROUGHENING

PERMANENT SEEDING

LIMITS OF CONSTRUCTIONSITE BOUNDARIES

LIMITS OF CUT/FILL/NO GRADECHANGE

LIMITS OF SOIL TYPE

FLOW DIRECTION ARROW

CWA

SF

SCL

SBB

SW

RS

VTC

IP

OP

MU

PS

SW

OP

MU

SR

PS

SSA

BMP LEGENDMAP SYMBOL KEY DESCRIPTION

ECB

UNDISTURBEDAREA

DISTURBEDAREA

LIMITS OFDISTURBANCE

9

SP

RCD

ST

IP

CUT FILL NGC

SB

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EPC 5/30/19

.BENCHMARK

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CHECKED BY _____

DESIGNED BY

___________________

CHECKED BY _____ ___________________

REVISIONS

OF

AS-BUILTS BY

MVE DRAWING

MVE PROJECT

DRAWN BY

SHEET

61093


GEC-EC


EROISION DETAILS

6 7April 26, 2019

C1.6

I-25

HAN

CO

CK

EXPR

ESSW

AY

AC

AD

EMY

BLV

D

LIN

CO

LN P

LAZA

DR

BRADLEY RD

MA

IN S

T

SITE

VICINITY MAPN.T.S.

GLADIATOR

3:13:1

3:1

3:1

2% SLOPE

SFSF

SCLSCL SF

SF

SF

SF

SF SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SILT FENCE INSTALLATION NOTES:I. SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER PONDING.

SILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION AT LEAST SEVERAL FEET(2-5 FT) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR PONDING AND DEPOSITION.

2. A UNIFORM 6" X 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER OR SILT FENCEINSTALLATION DEVICE. NO ROAD GRADERS. BACKHOES. OR SIMILAR EOUIPMENT SHALL BE USED.

3. COMPACT ANCHOR TRENCH BY HAND WITH A "JUMPING JACK" OR BY WHEEL ROLLING.COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BYHAND.

4. SILT FENCE SHALL BE PULLED TIGHT AS IT IS ANCHORED TO THE STAKES. THERE SHOULD BE NONOTICEABLE SAG BETWEEN STAKES AFTER IT HAS BEEN ANCHORED TO THE STAKES.

5. SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USING I" HEAVY DUTY STAPLES OR NAILS WITH 1''HEADS. STAPLES AND NAILS SHOULD BE PLACED 3" ALONG THE FABRIC DOWN THE STAKE.

6. AT THE END OF A RUN OF SILT FENCE ALONG A CONTOUR, THE SILT FENCE SHOULD BE TURNEDPERPENDICULAR TO THE CONTOUR TO CREATE A "J—HOOK." THE "J—HOOK" EXTENDINGPERPENDICULAR TO THE CONTOUR SHOULD BE OF SUFFICIENT LENGTH TO KEEP RUNOFF FROMFLOWING AROUND THE END OF THE SILT FENCE (TYPICALLY 10' - 20').

7. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES.

SILT FENCE MAINTENANCE NOTES1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION.

MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS POSSIBLE(AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, ANDPERFORM NECESSARY MAINTENANCE.

2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS IN EFFECTIVEOPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTEDTHOROUGHLY.

3. WHERE BMPS HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THEFAILURE.

4. SEDIMENT ACCUMULATED UPSTREAM OF THE SILT FENCE SHALL BE REMOVED AS NEEDED TO MAINTAINTHE FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS ISAPPROXIMATELY 6".

5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING, TEARING, ORCOLLAPSE.

6. SILT FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVEDBY THE LOCAL JURISDICTION, OR IS REPLACED BY AN EQUIVALENT PERIMETER SEDIMENT CONTROL BMP.

7. WHEN SILT FENCE IS REMOVED. ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, SEEDED ANDMULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION.

COMPACTEDBACKFILL

FLOW

6" M

IN

EXISTINGGROUND

AT LEAST 10" OFSILT FENCE "TAIL"SHALL BE BURIED

4" MIN 18"

MIN

36"-4

8"TY

P

A

SILT FENCEGEOTEXTILE

112" x 11

2" (RECOMMENDED)WOODEN FENCE POST WITH10' MAX SPACING

SF

SILT FENCE

JOIN

FIRST

ROTATESECOND

POSTS SHALL BE JOINED AS SHOWN,THEN ROTATED 180 DEG IN DIRECTION

SHOWN AND DRIVEN INTO THEGROUND

POSTS SHALL OVERLAP ATJOINTS SO THAT NO GAPS

EXIST IN SILT FENCE

THICKNESS OF GEOTEXTILE HASBEEN EXAGGERATED, TYP

SECTION A

4' MAXON CENTER (TYP)

3"

13 DIAMOF SCL(TYP)

FLOW DIAMSCL

6"

A

112" x 11

2" x 18" (MIN)WOODEN STAKE

9" DIAMETER (MIN)SEDIMENT CONTROL LOG

NOTE: LARGERDIAMETER SEDIMENTCONTROL LOGS MAYNEED TO BEEMBEDDED DEEPER.

SEDIMENT CONTROL LOG

SECTION A

SCL

1 3 OF

DIA

M. S

CL

(TYP

)

6"3"


CENTER STAKE IN CONTROL LOG

COMPACTED EXCAVATEDTRENCH SOIL

SEDIMENT CONTROL LOG JOINTS

12" OVERLAP(MIN)

112" x 11

2" x 18" (MIN)WOODEN STAKE


SEDIMENT CONTROL LOG INSTALLATION NOTES:1. SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMENT CONTROL LOGS.2. SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR TO ANY

UPGRADIENT LAND—DISTURBING ACTIVITIES.3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR OR COCONUT FIBER, AND

SHALL BE FREE OF ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDING RIPS, HOLES AND OBVIOUS WEAR.4. SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES. HOWEVER.

THEY SHOULD NOT BE USED IN PERENNIAL STREAMS OR HIGH VELOCITY DRAINAGE WAYS.5. IT IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO A DEPTH OF

APPROXIMATELY 1/3 OF THE DIAMETER OF THE LOG. IF TRENCHING TO THIS DEPTH IS NOT FEASIBLEAND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE NOT TO DAMAGE LANDSCAPE) A LESSERTRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST STAKING

6. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKFILLED WITH SOIL THAT IS FREE OF ROCKSAND DEBRIS. THE SOIL SHALL BE TIGHTLY COMPACTED INTO THE SHAPE OF A RIGHT TRIANGLE USING ASHOVEL OR WEIGHTED LAWN ROLLER.

7. FOLLOW MANUFACTURERS‘ GUIDANCE FOR STAKING. IF MANUFACTURERS’ INSTRUCTIONS DO NOTSPECIFY SPACING, STAKES SHALL BE PLACED ON 4' CENTERS AND EMBEDDED A MINIMUM OF 6" INTO THEGROUND. 3" OF THE STAKE SHALL PROTRUDE FROM THE TOP OF THE LOG. STAKES THAT ARE BROKEN PRIORTO INSTALLATION SHALL BE REPLACED.

SEDIMENT CONTROL LOG MAINTENANCE NOTES1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION.

MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS POSSIBLE(AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORMNECESSARY MAINTENANCE.


3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THEFAILURE.

4. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS NEEDED TOMAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS ISAPPROXIMATELY 12 OF THE HEIGHT OF THE SEDIMENT CONTROL LOG.

5. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION. IF DISTURBED AREAS EXISTAFTER REMOVAL. THEY SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED OR OTHERWISESTABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION.

SCL-2. SEDIMENT CONTROL LOG AT BACK OF CURB

1 3 OF

DIA

M. S

CL

(TYP

)

6"3"



COMPACTED EXCAVATEDTRENCH SOIL

PLACE LOG AGAINSTBACK OF CURB

FLOW

FLOW

SF-1. SILT FENCE

SCL-1. SEDIMENT CONTROL LOG

1 3 OF

DIA

M.

SCL

(TYP

)

6" MIN

3" 9" DIAMETER (MIN)SEDIMENT CONTROL LOG


PLACE LOG AGAINSTBACK OF CURB

FLOW

SIDEWALK

TREE LAWN (TYPICAL)

SCL-3. SEDIMENT CONTROL LOG AT SIDEWALK WITH TREE LAWN

STAKING AT 4' MAX

ON CENTER (TYP)

VER

TICA

L SP

AC

ING

VA

RIES

DEP

END

ING

ON

SLO

PE

CONTINUOUS SCLAT PERIMETER OFCONSTRUCTION SITE

SCL-4. SEDIMENT CONTROL LOGS TO CONTROL SLOPE LENGTH

8'x8' MIN

BERM

BERM

BERM

4' MIN

25' MIN

A

CWA-1. CONCRETE WASHOUT AREASECTION A

8'x8' MIN

3' M

IN

≥31

≥3

≥4

1

1

12" T

YP

UNDISTURBED ORCOMPACTED SOIL

COMPACTED BERM AROUNDTHE PERIMETER

VEHICLE TRACKINGCONTROL (SEE VTC

DETAIL)

CWA

CONCRETEWASHOUT SIGN

VEHICLE TRACKINGCONTROL (SEE VTCDETAIL) OR OTHERSTABLE SURFACE

CONCRETE WASHOUT AREA PLAN

50 FOOT (MIN)

20 FOOT(WIDTH CAN BELESS IF CONST.VEHICLES AREPHYSICALLY

CONTAINED ONBOTH SIDES)

UNLESS OTHERWISE SPECIFIED BYLOCAL JURISDICTION, USECDOT SECTION #703, AASHTO#3 COARSE AGGREGATE OR 6"MINUS ROCK

NON-WOVEN GEOTEXTILE FABRICBETWEEN SOIL AND ROCK

SIDEWALK OR OTHERPAVED SURFACE

PUBLICROADWAY

A 9" (M

IN)

COMPACTED SUBGRADE

NON-WOVENGEOTEXTILE FABRIC9"

(MIN

)

UNLESS OTHERWISE SPECIFIED BY LOCALJURISDICTION, USE CDOT SECTION #703, AASHTO#3 COARSE AGGREGATE OR 6" MINUS ROCK

INSTALL ROCK FLUSH WITH ORBELOW TOP OF PAVEMENT

SECTION A

VTC

STOCKPILE PROTECTION INSTALLATION NOTES1. SEE PLAN VIEW FOR:

—LOCATION OF STOCKPILES.—TYPE OF STOCKPILE PROTECTION.

2. INSTALL PERIMETER CONTROLS IN ACCORDANCE WITH THEIR RESPECTIVE DESIGNDETAILS. SILT FENCE IS SHOWN IN THE STOCKPILE PROTECTION DETAILS; HOWEVER,OTHER TYPES OF PERIMETER CONTROLS INCLUDING SEDIMENT CONTROL LOGS ORROCK SOCKS MAY BE SUITABLE IN SOME CIRCUMSTANCES. CONSIDERATIONS FORDETERMINING THE APPROPRIATE TYPE OF PERIMETER CONTROL FOR A STOCKPILEINCLUDE WHETHER THE STOCKPILE IS LOCATED ON A PERVIOUS OR IMPERVIOUSSURFACE, THE RELATIVE HEIGHTS OF THE PERIMETER CONTROL AND STOCKPILE, THEABILITY OF THE PERIMETER CONTROL TO CONTAIN THE STOCKPILE WITHOUT FAILINGIN THE EVENT THAT MATERIAL FROM THE STOCKPILE SHIFTS OR SLUMPS AGAINST THEPERIMETER, AND OTHER FACTORS.

3. STABILIZE THE STOCKPILE SURFACE WITH SURFACE ROUGHENING, TEMPORARYSEEDING AND MULCHING, EROSION CONTROL BLANKETS, OR SOIL BINDERS. SOILSSTOCKPILED FOR AN EXTENDED PERIOD (TYPICALLY FOR MORE THAN 60 DAYS)SHOULD BE SEEDED AND MULCHED WITH A TEMPORARY GRASS COVER ONCE THESTOCKPILE IS PLACED (TYPICALLY WITHIN 14 DAYS). USE OF MULCH ONLY OR ASOIL BINDER IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR A MORELIMITED TIME PERIOD (TYPICALLY 30-60 DAYS).

4. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTIONSITE. WHERE OTHER DOWNGRADIENT CONTROLS, INCLUDING PERIMETERCONTROL. ARE IN PLACE. STOCKPILE PERIMETER CONTROLS MAY NOT BEREQUIRED.

STOCKPILE PROTECTION MAINTENANCE NOTES1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING

CONDITION. MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE.INSPECT BMPS AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS)FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORMNECESSARY MAINTENANCE.

2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAINBMPS IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVEMEASURES SHOULD BE DOCUMENTED THOROUGHLY.

3. WHERE BMPS HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPONDISCOVERY OF THE FAILURE.

4. IF PERIMETER PROTECTION MUST BE MOVED TO ACCESS SOIL STOCKPILE. REPLACEPERIMETER CONTROLS BY THE END OF THE WORKDAY.

5. STOCKPILE PERIMETER CONTROLS CAN BE REMOVED ONCE ALL THE MATERIALFROM THE STOCKPILE HAS BEEN USED.

3.0' MIN

A

SM

SILT FENCE (SEE SFDETAIL FORINSTALLATIONREQUIREMENTS)

STOCKPILE

MAXIMUM2

1 SILT FENCE (SEE SF DETAIL FORINSTALLATION REQUIREMENTS)

STOCKPILE PROTECTION PLAN

SECTION A

SP-1. STOCKPILE PROTECTION

CWA INSTALLATION NOTES1. SEE PLAN VIEW FOR:

—CWA INSTALLATION LOCATION.2. DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR

WATERBODY. DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES. IFSITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, THE CWAMUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR SURFACESTORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINEDABOVE GROUND STORAGE AREA SHOULD BE USED.

3. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE.4. CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST 8' BY 8' SLOPES LEADING OUT OF

THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER. THE PIT SHALL BE AT LEAST 3' DEEP.5. BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'.6. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA.7. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND ELSEWHERE AS

NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS OF CONCRETETRUCKS AND PUMP RIGS.

8. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION.

CWA MAINTENANCE NOTES1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION.

MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON ASPOSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACEEROSION, AND PERFORM NECESSARY MAINTENANCE.


3. WHERE BMPS HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OFTHE FAILURE.

4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITYFOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE REMOVEDONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'.

5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS IN THESUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER—TIGHT CONTAINERAND DISPOSED OF PROPERLY.

6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED.7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND MULCH OR

OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION.

STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES1. SEE PLAN VIEW FOR

—LOCATION OF CONSTRUCTION ENTRANCE(S)/EXIT(S).—TYPE OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH, CONSTRUCTION MATOR TRM).

2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE USED ON SHORTDURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) WHERE THERE WILL BE LIMITEDVEHICULAR ACCESS.

3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS WHERE VEHICLESACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS.

4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBINGACTIVITIES.

5. A NON—WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED CONSTRUCTIONENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK.

6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION. ROCK SHALL CONSIST OF DOT SECT. #703,AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK.

STABILIZED CONSTRUCTION ENTRANCE EXIT MAINTENANCE NOTES1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION.

MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS POSSIBLE(AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORMNECESSARY MAINTENANCE.


3. WHERE BMPS HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THEFAILURE.

4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED ENTRANCE/EXIT TO MAINTAINA CONSISTENT DEPTH.

5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND AT THE END OFTHE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED DOWN STORM SEWER DRAINS.

DRAWING NOT TO SCALE

1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A 6"(15CM) DEEP X 6"(15CM) WIDE TRENCH WITH APPROXIMATELY 12" (30CM) OF RECPS EXTENDED BEYOND THE UP-SLOPE

PORTION OF THE TRENCH. ANCHOR THE RECPS WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCHAFTER STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING 12"(30CM) PORTION OF RECPS BACK OVER THE SEED AND COMPACTED SOIL. SECURE RECPS OVERCOMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12"(30CM) APART ACROSS THE WIDTH OF THE RECPS.

3. ROLL THE RECPS (A) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. RECPS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS MUST BE SECURELY FASTENEDTO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.

4. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5-12.5CM) OVERLAP DEPENDING ON THE RECPS TYPE.5. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST BE END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3"(7.5CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA,

APPROXIMATELY 12"(30CM) APART ACROSS ENTIRE RECPS WIDTH.

2"-5"(5-12.5cm)

3B4

2

5

1

3A

12"(30cm)

6"(15cm)

6"(15cm)

3"(7.5cm)

EROSION CONTROL BLANKET

EPC PROJ NO. PPR1846Z:\6

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EPC 5/30/19

C1.7

0" O

N B

EDRO

CK

OR

HARD

SUR

FAC

E, 2

"IN

SO

IL

GROUND SURFACE

112" (MINUS) CRUSHED ROCK

ENCLOSED IN WIRE MESH

WIRE TIE ENDS

112" (MINUS) CRUSHED ROCK

ENCLOSED IN WIRE MESH

4" T

O 6

" MA

X A

TC

URBS

OTH

ERW

ISE

6"-1

0" D

EPEN

DIN

GO

N E

XPEC

TED

SED

IMEN

T LO

AD

S

12" 12"

ROCK SOCK,TYP

ANY GAP AT JOINT SHALL BE FILLED WITH AN ADEQUATEAMOUNT OF 11

2" (MINUS) CRUSHED ROCK AND WRAPPED WITHADDITIONAL WIRE MESH SECURED TO ENDS OF ROCKREINFORCED SOCK. AS AN ALTERNATIVE TO FILLING JOINTSBETWEEN ADJOINING ROCK SOCKS WITH CRUSHED ROCK ANDADDITIONAL WIRE WRAPPING, ROCK SOCKS CAN BEOVERLAPPED (TYPICALLY 12" OVERLAP) TO AVOID GAPS.

ROCK SOCK SECTION ROCK SOCK PLAN

ROCK SOCK JOINTING

ROCK SOCK INSTALLATION NOTES:1. SEE PLAN VIEW FOR:

—LOCATION(S) OF ROCK SOCKS.2. CRUSHED ROCK SHALL BE 11

2" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALLCOMPLY WITH GRADATION SHOWN ON THIS SHEET (11

2" MINUS).3. WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH. OR EQUIVALENT, WITH A MAXIMUM

OPENING OF 12", RECOMMENDED MINIMUM ROLL WIDTH OF 48"4. WIRE MESH SHALL BE SECURED USING "HOG RINGS” OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS

AND AT 2" CENTERS ON ENDS OF SOCKS.5. SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH

FOR THE ROCK ENCLOSURE.

ROCK SOCK MAINTENANCE NOTES1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION.

MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON ASPOSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION,AND PERFORM NECESSARY MAINTENANCE.

2. FREOUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS IN EFFECTIVEOPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTEDTHOROUGHLY.

3. WHERE BMPS HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OFTHE FAILURE.

4. ROCK SOCKS SHALL BE REPLACED IF THEY BECOME HEAVILY SOILED, OR DAMAGED BEYONDREPAIR.

5. SEDIMENT ACCUMULATED UPSTREAM OF ROCK SOCKS SHALL BE REMOVED AS NEEDED TOMAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS ISAPPROXIMATELY 12 OF THE HEIGHT OF THE ROCK SOCK.

6. ROCK SOCKS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED ANDAPPROVED BY THE LOCAL JURISDICTION.

7. WHEN ROCK SOCKS ARE REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL,SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION.

RS

SF

SF

SF

SF

IP

SEE ROCK SOCK DETAILFOR JOINTING

INLET GRATE

ROCK SOCK

IP-3. ROCK SOCK SUMP/AREA INLET PROTECTION

INLET GRATE

SILT FENCE (SEE SILTFENCE DESIGN DETAIL)

IP-4. SILT FENCE FOR SUMP INLET PROTECTION

ROCK SOCK SUMP/AREA INLET PROTECTION INSTALLATION NOTES1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS.2. STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF ROCK SOCKS FOR INLETS IN PERVIOUS

AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL.

SILT FENCE INLET PROTECTION INSTALLATION NOTES1. SEE SILT FENCE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS.2. POSTS SHALL BE PLACED AT EACH CORNER OF THE INLET AND AROUND THE EDGES AT A MAXIMUM

SPACING OF 3 FEET.3. STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF SILT FENCE FOR INLETS IN PERVIOUS

AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL.

IP

2"x4" WOOD STUD

1' MIN

ROCKSOCKS

SEE ROCK SOCK DESIGNDETAIL FOR JOINTING

16" CINDERBLOCKS

A

ROCKSOCKS16" CINDER

BLOCKS

2"x4" WOOD STUD

FLOW

CURB INLET

SECTION A

IP-1. BLOCK AND ROCK SOCK SUMP OR ON GRADEINLET PROTECTION

APPROX

30 DEGMINIMUM OFTWO CURB

SOCKS

CURB SOCK

FLOW

5' MIN 3' - 5' TYP

IP-2. CURB ROCK SOCKS UPSTREAM OFINLET PROTECTION

BLOCK AND ROCK SOCK INLETPROTECTION (PER DETAIL IP-1)

BLOCK AND CURB SOCK INLET PROTECTION INSTALLATION NOTES1. SEE ROCK SOCK DESIGN DETAIL FOR INSTALLATION REQUIREMENTS.2. CONCRETE "CINDER" BLOCKS SHALL BE LAID ON THEIR SIDES AROUND THE INLET IN A SINGLE ROW, ABUTTING

ONE ANOTHER WITH THE OPEN END FACING AWAY FROM THE CURB.3. GRAVEL BAGS SHALL BE PLACED AROUND CONCRETE BLOCKS, CLOSELY ABUTTING ONE ANOTHER AND

JOINTED TOGETHER IN ACCORDANCE WITH ROCK SOCK DESIGN DETAIL

CURB ROCK SOCK INLET PROTECTION INSTALLATION NOTES1. SEE ROCK SOCK DESIGN DETAIL INSTALLATION REQUIREMENTS.2. PLACEMENT OF THE SOCK SHALL BE APPROXIMATELY 30 DEGREES FROM PERPENDICULAR THE OPPOSITE

DIRECTION OF FLOW.3. SOCKS ARE TO BE FLUSH WITH THE CURB AND SPACED A MINIMUM OF 5 FEET APART.4. AT LEAST TWO CURB SOCKS IN SERIES ARE REQUIRED UPSTREAM OF ON-GRADE INLETS.


VICINITY MAPNOT TO SCALE

SITE

ROLL

ER C

OA

STER

RD

HWY

83

HWY 83

HODGEN RDBAPTISTRD

BENET LN

STAGECOACH RD

SPILLWAY

INLETS TO SEDIMENT BASINSHALL ENTER AT FURTHESTDISTANCE TO OUTLET & SHALLCONSIST OF A TEMPORARY DRAIN

6" PVC

RISER PIPE

1" TO 2" CRUSHED ROCK

RIP RAP PAD

0001020304

A

B

HOLEDIAMETERHD

SINGLECOLUMNOF FIVEHOLES*

SCHEDULE 40PVC OR GREATER

*EXCEPT WHERETHE HOLES EXCEED 1"DIAMETER, THEN UP TO TWO COLUMNSOF SAME SIZED HOLES MAY BE USED

EL. 03.00

1"

4" TYP

EL. 01.25

SEDIMENT BASIN PLAN

2' 4'

12"

16"

12"

EL. 00.00

EXCAVATION

41

41

D50'9" RIPRAPTYPLE L (SEE TABLE

MD-7, MAJOTDRAINAGE, VOL 1)

RIPRAP BEDDING

SECTION AEMBANKMENT

MATERIAL

D50=9" RIPRAP TYPE L

EL. 04

3' CREST LENGTH (CL) 3'

EL. 03.00AT CREST

12"

31

SECTION B

SB

35 - 50

50 - 70

70 - 100

2 - 10

BY WEIGHT% SMALLER

d = 2

d = 3

d = 6d = 8

10

50

70

100

DIM.(INCHES)INTER.ROCK

TYPE VL SPECIAL

RIP-RAP GRADATION TABLE

6' 6'1'

-6"

1'4'4'

A

FILTER FABRICMIRAFI FW 700

OR EQUAL

TYPE VL SPECIALRIPRAP

ROCK CHECK DETAILNTS

1'-6

"

2' 6'

1'

PLACE DITCH OUTDOWNSTREAM OFROCK CHECK

FLOW

SECTION A

BENCHMARK

EN

GIN

EE

RS

SU

RV

EY

OR

SM

VE

, IN

C.

MV

E, I

NC

.


EN

GIN

EE

RS

SU

RV

EY

OR

S

CHECKED BY _____

DESIGNED BY

___________________

CHECKED BY _____ ___________________

REVISIONS

OF

AS-BUILTS BY

MVE DRAWING

MVE PROJECT

DRAWN BY

SHEET

61093


GEC-EC


EROISION DETAILS

7 7April 26, 2019

SF

SFSF

SF

SF

CONSTRUCTIONTRAILERS

3" MIN THICKNESSGRANULAR MATERIAL

SILT FENCE OR CONSTRUCTIONFENCE AS NEEDED

CONSTRUCTIONSITE ACCESS

STABILIZEDCONSTRUCTIONENTRANCE (SEE

DETAILS VTC-1 TOVTC-3)

EXISTING ROADWAY

SSA-1. STABILIZED STAGING AREA

STABILIZED STAGING AREA INSTALLATION NOTES1. SEE PLAN VIEW FOR

—LOCATION(S) OF STAGING AREA(S).—CONTRACTOR MAY ADJUST LOCATION AND SIZE OF STAGING AREA WITHAPPROVAL FROM THE LOCAL JURISDICTION.

2. STABILIZED STAGING AREA SHOULD BE APPROPRIATE FOR THE NEEDS OF THE SITE.OVERSIZING RESULTS IN A LARGER AREA TO STABILIZE FOLLOWING CONSTRUCTION.

3. STAGING AREA SHALL BE STABILIZED PRIOR TO OTHER OPERATIONS ON THE SITE.4. THE STABILIZED STAGING AREA SHALL CONSIST OF A MINIMUM 3" THICK GRANULAR

MATERIAL.5. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF CDOT

SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK.6. ADDITIONAL PERIMETER BMPS MAY BE REQUIRED INCLUDING BUT NOT LIMITED TO SILT

FENCE AND CONSTRUCTION FENCING.

STABILIZED CONSTRUCTION ENTRANCE EXIT MAINTENANCE NOTES1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING

CONDITION. MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECTBMPS AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORMTHAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE.

2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS INEFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURESSHOULD BE DOCUMENTED THOROUGHLY.

3. WHERE BMPS HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPONDISCOVERY OF THE FAILURE.

4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY IF RUTTING OCCURS ORUNDERLYING SUBGRADE BECOMES EXPOSED.

5. STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO CONTAIN PARKING,STORAGE, AND UNLOADING/LOADING OPERATIONS.

6. THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION. THEGRANULAR MATERIAL SHALL BE REMOVED OR. IF APPROVED BY THE LOCALJURISDICTION, USED ON SITE, AND THE AREA COVERED WITH TOPSOIL, SEEDED ANDMULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY LOCALJURISDICTION.

SSAONSITE

CONSTRUCTIONVEHICLE

PARKING (IFNEEDED)

MATERIALSTORAGE

AREA

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EPC 5/30/19

Approved - Microsoft...UNIT 7 "S" TYPE UNIT 8 "S" TYPE UNIT 9 "B" TYPE UNIT 10 "B" TYPE UNIT 11 "B"...

Documents

Transcript of Approved - Microsoft...UNIT 7 "S" TYPE UNIT 8 "S" TYPE UNIT 9 "B" TYPE UNIT 10 "B" TYPE UNIT 11 "B"...