epcdevplanstorage.blob.core.windows.net · osa1 ac 4.05 62% existing off-site pond a1 ac 1.42 8% b1...

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GP

ROC

K W

ALL

EXIS

T 12

" CM

P

ELEC

ELEC

N. M

ON

UMEN

T LA

KE R

OA

D(6

0' R

.O.W

.)

FOUR

TH S

TREE

T

RR TIE RETAINING WALL

RR T

IE R

ETA

ININ

G W

ALL

6950

6960

6960

6960

RR TIE RETAINING WALL

RR TIE RETAINING WALL

6950

6960

6950

6960

EXISTING

RESIDENCE

6955

6945

6955

6965

6965

6965

6965

6955

6965

6955

EXIS

TING

GA

RAG

E EXISTINGBARN/GREENHOUSE

EXIS

TING

SHED

EXISTINGBARN/GREENHOUSE

EXISTINGBARN/GREENHOUSE

EXISTINGBARN/GREENHOUSE

EXISTINGBARN/GREENHOUSE

8180

79

78

7776

75

74

73

72

71 GA

TE

SAND FILTER BASIN69.0 INV70.6 CREST

EMERGENCYSPILLWAY

67

69

EX 6' OPAQUEWOOD FENCE

EX 6' OPAQUEWOOD FENCE

DENVER & RIO GRAND

RAIL ROAD(100' R.O.W.)

RAIL ROAD TRACKS

EX LEACH FIELDS

S

S

GARAGE D

TO REMAINSTORAGE SHED C

TO BE REMOVED

SHOP B

TO BE REMOVED

GARAGE A

TO BEREMOVED

EXISTING

RESIDENCE

EXISTING

SHED

EXLANDSCAPEAREA

EX L

AN

DSC

APE

ARE

A

EX SEPTIC TANK PERMITNO. 0024327

EX WELLPERMITNO.284289

N 7

0°03

'47"

W

40

0.08

'

N 16°32'53" E 510.12'

S 01°54'38" E 632.84'

S 70

°03'

49" E

43

3.63

'

TOWN OF MONUMENT

EL PASO COUNTY

NOT A PART

TOW

N O

F M

ON

UMEN

T

TOW

N O

F M

ON

UMEN

T

14.16' ACCESS ESMT(REC# 209112158)

20' ACCESS ESMT(REC# 207086150)

20' ACCESS ESMT

(REC# 207086149)

20' ACCESS ESMT(REC# 207086149

& 207086150)

NO

T A P

ART

NOT A PART

S 01°54'38" E 254.84'

Mt. Herman RV StorageSubdivision

(Rec No. 215713570)

Not Platted

NO

T A

PA

RTN

ot P

latte

d

TOWN OF MONUMENT

Not

Pla

tted

El P

aso

Cou

nty

GARAGE

EASEMENT

(REC# 207086147)

EX 6' OPAQUEWOOD FENCE

N 8

8°05

'39"

E

209

.80'

(210

')

RV PARKINGRECYCLED ASPHALT

SURFACE

EX GRAVEL DRIVE

EX GRAVEL DRIVE

EX 6' OPAQUEWOOD FENCE

OSA1

AC62%4.05

EXISTING OFF-SITEPOND

A1

AC8%1.42

B1

AC25%2.47

1

Q 100

Q==

cfs

cfs

7.6

16.6

5(E

XIST

ING

PON

DIN

FLO

W)

Q 100

Q==

cfs

cfs

2.8

12.1

5(E

XIST

ING

PON

DO

UTFL

OW

)

Q 100

Q==

cfs

cfs

2.2

6.9

5 (SHE

ET F

LOW

)

Q 100

Q==

cfs

cfs

3.5

15.5

5

0

1" = 40' 1:480

80402010

BENCHMARK

EN

GIN

EE

RS

SU

RV

EY

OR

SM

VE

, IN

C.

MV

E, I

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

61092

Monument SmallEngine Storage

-Ex-Drain-Map

Existing DrainageMap

1 1May 1, 2018

2ND STREET

3RD STREET

4TH STREET

5TH STREET

WA

SHIN

GTO

N

MITC

HELL

AV

E.

MONUMENT LAKE ROAD

COLORADO HIGHWAY 105

SITE

(no scale)VICINITY MAP

A1

AC50%1.0

IMP

1

1.5%

5985

84

5985

84

LEGENDPROPERTY LINE

EASEMENT LINE

LOT LINE

BUILDING SETBACK LINE

EXISTING

INDEX CONTOUR

INTERMEDIATE CONTOUR

BARBED WIRE FENCE

TREE(EVERGREEN/DECID.)

PROPOSED

INDEX CONTOUR

INTERMEDIATE CONTOUR

BASIN BOUNDARY

GENERAL FLOW/DIRECTION

SLOPE DIRECTION AND GRADE

BASIN LABELAREA IN ACRESPERCENT IMPERVIOUS

POINT OF INTEREST

EXISTING DRAINAGE SUMMARY TABLE

POINT OF AREA RUNOFFINTEREST/BASIN(S) (AC) Q5 Q100BASIN(S) (CFS) (CFS)

OSA1 4.05 7.6 16.6

POND OUTFLOW 4.05 2.8 12.1

A1 1.42 0.7 3.4

DP 1 A1 + POND OUTFLOW 5.47 3.5 15.5

B1 2.47 2.2 6.9

Q100Q =

= cfscfs

27

5

Z:\6

1092

\_Sh

eet D

wgs

\610

92-E

X-D

RAIN

-MA

P.d

wg,

5/2

/18

10:2

3:34

PM

, DRG

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GP

GP

ELEC

GP

ROC

K WA

LL

ROC

K W

ALL

EXIS

T 12

" CM

P

ELEC

ELEC

N. M

ON

UMEN

T LA

KE R

OA

D

(60'

R.O

.W.)

MITCHELL AVE(60' R.O.W.)

EXISTING SHED

FOUR

TH S

TREE

T

RR TIE RETAINING WALL

RR T

IE R

ETA

ININ

G W

ALL

6950

6960

6960

6960

RR TIE RETAINING WALL

RR TIE RETAINING WALL

6950

6960

6950

6960

EXISTINGRESIDENCE

6955

6945

6955

6965

6965

6965

6965

6955

6965

6955

EXIS

TING

GA

RAG

E

EXISTINGBARN/GREENHOUSE

EXIS

TING

SHED

EXISTINGBARN/GREENHOUSE

EXISTINGBARN/GREENHOUSE

EXISTINGBARN/GREENHOUSE

EXISTINGBARN/GREENHOUSE

8180

79

78

7776

75

74

73

72

71 GA

TE

SAND FILTER BASIN69.0 INV70.6 CREST

EMERGENCYSPILLWAY

67

69

EX 6' OPAQUEWOOD FENCE

EX 6' OPAQUEWOOD FENCE

DENVER & RIO GRAND

RAIL ROAD(100' R.O.W.)

RAIL ROAD TRACKS

EX LEACH FIELD

S

S

S

GARAGE D

TO REMAIN

EXISTINGRESIDENCE

EXISTINGSHED

EXLANDSCAPEAREA

EX L

AN

DSC

APE

ARE

A

EX SEPTIC TANK PERMITNO. 0024327

EX WELLPERMITNO.284289

N 7

0°03

'47"

W

40

0.08

'

N 16°32'53" E 510.12'

S 01°54'38" E 632.84'

S 70

°03'

49" E

43

3.63

'

TOWN OF MONUMENT

EL PASO COUNTY

NOT A PART

TOW

N O

F M

ON

UMEN

T

TOW

N O

F M

ON

UMEN

T

14.16' ACCESS ESMT(REC# 209112158)

20' ACCESS ESMT(REC# 207086150)

20' ACCESS ESMT

(REC# 207086149)

20' ACCESS ESMT(REC# 207086149

& 207086150)

NO

T A P

ART

NOT A PART

S 01°54'38" E 254.84'

Mt. Herman RV StorageSubdivision

(Rec No. 215713570)

Not Platted

NO

T A

PA

RTN

ot P

latte

d

TOWN OF MONUMENT

Not

Pla

tted

El P

aso

Cou

nty

GARAGE

EASEMENT

(REC# 207086147)

EX 6' OPAQUEWOOD FENCE

N 8

8°05

'39"

E

209

.80'

(210

')

RV PARKINGRECYCLED ASPHALT

SURFACE

EX GRAVEL DRIVE

EX GRAVEL DRIVE

EX 6' OPAQUEWOOD FENCE

EXISTING OFF-SITEPOND

Q 100

Q==

cfs

cfs

7.6

16.6

5(E

XIST

ING

PON

DIN

FLO

W)

Q 100

Q==

cfs

cfs

2.8

12.1

5(E

XIST

ING

PON

DO

UTFL

OW

)

(SHE

ET F

LOW

)70.0' FF

PROPOSED 6'WOOD FENCE

EXISTING RV PARKINGRECYCLED ASPHALT

SURFACE

PRO

POSE

D 6

'W

OO

D F

ENC

ELA

ND

SCA

PEA

REA

PROPOSED SHOP

3,200 SF

APPROVED

VA-13-002

EXIS

TING

GA

TE

LAN

DSC

APE

ARE

A

1

Q 100

Q==

cfs

cfs

1.8

6.8

5

Q 100

Q==

cfs

cfs

3.8

16.0

5

2

3

OSA1

AC62%4.05

A1

AC58%1.42

B1

AC55%0.86

B2

AC11%1.62 Q

100Q

= =cfscfs

0.82.45

(OUTFLO

W)

(OUT

FLO

W)

0

1" = 40' 1:480

80402010

2ND STREET

3RD STREET

4TH STREET

5TH STREET

WA

SHIN

GTO

N

MITC

HELL

AV

E.

MONUMENT LAKE ROAD

COLORADO HIGHWAY 105

SITE

(no scale)VICINITY MAP

A1

AC50%1.0

IMP

1

1.5%

5985

84

5985

84

LEGENDPROPERTY LINE

EASEMENT LINE

LOT LINE

BUILDING SETBACK LINE

EXISTING

INDEX CONTOUR

INTERMEDIATE CONTOUR

BARBED WIRE FENCE

TREE(EVERGREEN/DECID.)

PROPOSED

INDEX CONTOUR

INTERMEDIATE CONTOUR

BASIN BOUNDARY

GENERAL FLOW/DIRECTION

SLOPE DIRECTION AND GRADE

BASIN LABELAREA IN ACRESPERCENT IMPERVIOUS

POINT OF INTEREST

DEVELOPED DRAINAGE SUMMARY TABLE

POINT OF AREA RUNOFFINTEREST/BASIN(S) (AC) Q5 Q100BASIN(S) (CFS) (CFS)

OSA1 4.05 7.6 16.6

POND OUTFLOW 4.05 2.8 12.1

A1 1.42 2.7 6.0

DP 1 (IN) A1 + POND OUTFLOW 5.47 5.5 18.1

DP 1 (OUT) A1 + POND OUTFLOW 5.47 3.8 16.0

DP 2 (IN) B1 0.86 1.6 3.6

DP 2 (OUT) B1 0.86 0.8 2.4

B2 1.62 1.0 4.4

DP 3 B1 + B2 OUTFLOW 2.47 1.8 6.8

Q100Q =

= cfscfs

27

5

BENCHMARK

EN

GIN

EE

RS

SU

RV

EY

OR

SM

VE

, IN

C.

MV

E, I

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

61092

Monument SmallEngine Storage

-PP-Drain-Map

DevelopedDrainage Map

1 1May 1, 2018

Z:\6

1092

\_Sh

eet D

wgs

\610

92-P

P-D

RAIN

-MA

P.d

wg,

5/2

/18

10:2

3:54

PM

, DRG

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dsdgrimm
Callout
Based on the existing contours, discharge from the outfall and spillway location appears to be directed to the existing structure downstream on the adjacent property; therefore this does not appear to be a suitable outfall. Additionally, provide a copy of a written approval from the adjacent property owner for the proposed off-site improvement.

Markup Summary

Subject: CalloutPage Label: 61Author: dsdgrimmDate: 5/30/2018 10:13:19 AMColor:

Based on the existing contours, discharge from theoutfall and spillway location appears to be directedto the existing structure downstream on theadjacent property; therefore this does not appearto be a suitable outfall.

Additionally, provide a copy of a written approvalfrom the adjacent property owner for the proposedoff-site improvement.

dsdgrimm (1)

6950

EXISTINGRESIDENCE

EXISTINGSHED

1

Q 100

Q==

cfs

cfs

3.8

16.0

5

(OUT

FLO

W)

Based on the existing contours, dischargefrom the outfall and spillway location appearsto be directed to the existing structuredownstream on the adjacent property;therefore this does not appear to be asuitable outfall.

Additionally, provide a copy of a writtenapproval from the adjacent property ownerfor the proposed off-site improvement.