xxxxx INALEN - cityofthornton.net · book 3736 page 7 document does not ... 100 year wsel contractor to field verify ... b b b b. a a a a a a a a a a b b b b b b b b b b b b b b.

Page 1

S

S

S

S

5120

5119

5121

512051

1751

18 5119

5121

5122

5120

5116

5117

5118

5119

5121

5122

5115

5113

5114

5130

5135

5140

5140

5135

513651

25

S

S

S

S

S

E-470 AUTHORITY R.O.W.

5117

.2

5116

.7

5120

.451

20.9

5120

.0

5118

.051

18.8

5121

.5

5125

.5

5127

.651

24.151

22.3

5121

.5

5129

.1

5129

.2

5130

.2

5130

.7

5130

.5

5134

.1

5133

.4

5133

.8

5132

.9

5132

.4

5132.6

5133

.8

5136

.1

5130

.3

5129

.1

5129

.2

5119

.0

5127

.8

5130

.5

5131

.5

5131

.95132.4

5135.4

5117.9

5118.45122.0

5133

.5

5132.8

5134

.0

5116

.4

5119.7

5125.8

5128

.6

5123

.151

22.4

B

B

B

B

A

B

BBB

B

B

E. 152ND. CIR.

1.49%

2.91%

1.25

%

4%

1%

9%

7%

7%

6%

25%

25%

25%25

%

14%

TRACT A

1

1

66

696768

72

71

74

76

75

70

73

5129

.8

5132.2

5134

.2

5120.9

5120.4

5119.9

5119.55130.0

5126

.2

5126.7

5131.5

5132

.95134.1

5134

.0

EXISTING GAS: LOWERINGS TO BECOORDINATED WITH GAS COMPANYPRIOR TO CONSTRUCTION

EXISTING GAS

R56'

ROW

R43'FL

5122

.6

EXISTING RAILROAD

GERMAN

DIT

CH

GERMAN DITCH

GERMAN DITCH

5135

.0

5128

.5

EXISTING SANITARY

EXISTING GAS

ADAMS CT.

51125113

5114

5105

5105

5110

5110

5115

5130

5126

5127

5128

5129

5131

5132

5133

5134

5115

5120

5125

5115

5120

5125

5110

5110

5110

5115

5120

512551255125

CUT

FILL

FILL

FILL

FILL

PIPELINE EASEMENTCENTERLINE OF PIPELINES ASCONSTRUCTEDBOOK 3736 PAGE 7DOCUMENT DOES NOT DEFINE ANEASEMENT WIDTH

8' U.E.

5' U.E.

5' U.E.

5' U.E.

20' EXCLUSIVE SANITARYSEWER EASEMENT

10' U.E.

8' U.E.

30' SANITARY SEWER EASEMENTREC NO. C1250559

30' PIPELINE EASEMENTREC. NO. 2015000091233

10' CONSTRUCTION ANDREMOVAL EASEMENTREC. NO. 2015000091233

10' CONSTRUCTION ANDREMOVAL EASEMENTREC. NO. 2015000091233

30' SANITARY SEWER EASEMENTREC NO. C1250559

5125

5130

5130

5130

5110

5115

5110

5110

5115

5130

5130

30" RCP

30" RCP

30" RCP

18" RCP

48" RCP

24" RCP

24" RCP

24" RCP24" RCP

24" RCP

18" RCP

36" RCP100 YEAR WSEL

CONTRACTOR TO FIELD VERIFYLOCATION OF ALL EXISTING UTILITES

PRIOR TO CONSTRUCTION

SEEPAGE ANALYSISTO BE COMPLETED

PRIOR TO CONSTRUCTION

Desig

ned

By: T

CJ

Date:Job No.:

FOR AND ON BEHALF OFJANSEN STRAWN CONSULTING ENGINEERS, INC.

Chec

ked

By: T

CJ

811CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE OR EXCAVATE FOR THEMARKING OF UNDERGROUND MEMBER

UTILITIES.

CALL UTILITY NOTIFICATION CENTER OFCOLORADO

BENCHMARK:

ByDa

teDe

scrip

tion

of R

evisi

ons

No.

45 WEST 2ND AVENUEDENVER, CO 80223

P.303.561.3333F.303.561.3339

Sheet of

EAST

CREE

KFA

RM

10-28-201613049

ADAMS COUNTY POINT95.0140 ELEV 5199.31

THO

MAS C . JANSENPROFESS IONAL ENG

INEE

R

COLO

RADO REGISTERED

NOT

FOR

CONS

TRUC

TIO

N

MAJ

04/0

1/20

17CI

TY C

OM

MEN

TS1

MAJ

07/1

4/20

17CI

TY C

OM

MEN

TS2

GR03

OVE

RLO

T G

RADI

NG

14831

0

SCALE: 1" = ORIGINAL GRAPHIC SCALE

25 50 100

50'

xxxxx

KEY MAPN.T.S.

E. 152nd AVE.

YOR

K ST

REE

T

MATCHLINE SEE GR06

WORK SHALL BE CONSTRUCTED TO CITY OF THORNTON STANDARDS ANDSPECIFICATIONS. THIS APPROVAL IS FOR CONFORMANCE WITH THESE STANDARDSAND SPECIFICATIONS AND OTHER CITY REQUIREMENTS. THE DESIGN AND CONCEPTREMAINS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER OR LANDSCAPEPROFESSIONAL.

NOTES1. TEMPORARY GRADES WITHIN LOTS SHALL NOT EXCEED 3:1. ALL

FINAL GRADES SHALL NOT EXCEED 4:1.

2. THESE PLANS DO NOT REFLECT STREET CORES. CONSULT WITHTHE PROPERTY OWNER FOR REQUIRED STREET CORE DEPTHS.

3. "T" INDICATES A TRANSITION IN THE LOTS STYLE OF GRADING.

4. INDICATES MODIFIED GRADING TEMPLATE.

5. SEE EROSION CONTROL PLANS FOR EC MEASURES.*

MAT

CH

LIN

E SE

E G

R02

VARIES

GRADING

VARIES85' LEVELLP

FRONT TO REAR

FRONT PL ELEV.IS TBW+0.10'

MIN. SLOPE 2.5%

42.5' LEVELPL

OVERLOT

ELEV

.PE

R. P

LAN

8:1 MAX.2.0% MIN.

LP

LP

3:1 MAX.

2.0% MIN.

8'

TYPICAL 'A' STYLE GRADING

TYPICAL 'B' STYLE GRADING

ELEV

.PE

R. P

LAN

8:1 MAX.2.0% MIN.

ELEV.=TBW+0.10'

FRONT PL ELEV.IS TBW +0.10'

ELEV.=TBW+0.10'

42.5' LEVEL

FUTURE FINISHEDGRADE MIN.2% SLOPE

OVERLOTGRADING

FUTURE FINISHEDGRADE MIN.2% SLOPE

7.0'

40' LEVELLP

TYPICAL 'W' STYLE GRADING

21' LP

ELEV

.PE

R. P

LAN

8:1 MAX.2.0% MIN.

8'

FRONT PL ELEV.IS TBW+0.10'

ELEV. TBW+0.10'

ELEV. TBW-6.90'

25'2% MIN.

VARIES2% MIN.8:1 MAX.

OVERLOTGRADING

FINISHEDGRADING4:1 MAX.

P:\1

3049

_Eas

tcre

ek F

arm

\CAD

\CD

's\G

radi

ng\1

3049

_Ove

rlot G

radi

ng.d

wg,

8/1

4/20

17 7

:21:

25 A

M, A

NSI

full

blee

d D

(34.

00 x

22.

00 In

ches

), 1:

1, J

DE

Page 2

ST

ST

ST

ST

5125

5121

5122

5123

5124

5126

5127

51285129

5115

5112

5113

5114

5116

5117

51205116

5117

5118 5119

S

S

5118

.5

5118

.6

5119

.2

5119

.7

5120

.6

5119.9

5121

.7

5122

.1

5122

.5

5122

.4 5127

.0

5126.9

5126

.6

5121

.9

5121

.7 5122.7

5123

.6

5123

.9

5124

.4

5128.1

5127

.9

5127.7

5127

.5

5127.3

5127

.1

5126.9

5126

.7

5120

.1

5122

.1 5123

.7

5123

.7

5123

.7

5124

.6 5125.45125.8

5126

.6

5127

.0

5127

.4

5127

.8

5124

.3

5124

.7

5124

.8

5125

.2

5124

.4

5124

.0

5125

.5

5125

.1

5128

.1

5125

.5

5122

.8

5122

.1

5122

.7

5123

.5

5123

.9

5124

.4

5125.2

5124.7

5122

.4 5124

.1

5124

.1

5121

.451

21.5

5119

.85120.8

5121.5

5122

.1

5122

.6

5128

.8

5127

.8

5128

.3

5129

.3

5125

.6

5126

.0

5126

.5

5130

.5

5130

.1

5130

.0

5129.9

5130

.5

5130

.6 5129

.9

5128

.5

5127

.9

5129

.3

5128

.8

5128

.4

5127

.9

5126

.5

5127

.0

5127

.4

5126

.1

5125

.6

5125

.2

5124

.7

5126

.1

5126

.6

5127

.0

5127

.5

5124

.3

5123

.8

5125

.2

5125

.7

5124.9

5124

.8

5121

.651

20.7

5121.6

5120

.9

5124

.8

5120

.3

5127

.9

5127

.6

5127

.2

5126

.8

5126

.4

5129

.5

5128

.3

5127

.8

5127

.4

5126

.9

5126

.5

5126

.0

5125

.6

5124

.7

5125

.1

5124

.2

5123

.751

30.2

5130.3

5130.3

5130

.5

5122.9

5123

.6

5122

.9

5120

.7

5120

.4

5127.15126.8

5126.45126.0

5125.651

27.1

5126

.7

5126

.3

5125

.9

5127.7

5127.3

5126.9

5126.5

5124

.1

5124

.5

5124

.9

5125

.3

5125

.5

5125.9

5126.4

5126

.9

5127

.4

5129

.6

5130.2

5117

.9

5118.1

5118

.6

5119

.05117

.8

5114

.3

5121.7

5121

.451

21.4

5119

.8

5120

.451

19.5

5119

.5

5119

.8

5120

.2

5114

.5

5123

.3

5123

.5

5122.7

5123

.9

RETAINING WALLSEE WALL PLAN

5126.8

A

A

A

A A

A

A

A

A

A

A

A

A

BBB

B

B

T

B B B B

A

A

A

A

A A

A

A

A

A

BBBBBBBBBBB

B

B

B

XH.P.

XL.

P.

XL.

P.

XH.P.

XH.P.

E. 151ST. PL.

JOSEPHINE WY.

E. 152ND. DR.

E. 152ND. AVE.

0.79

%

0.82

%

0.98%

5121

.0

2.61% 0.98%

1.63

%4.

00%

0.90%

0.92%0.75% 0.92% 1.49%

2.23%

60' ROW34' FL-FL

60' R

OW

34' F

L-FL

60' RO

W34' FL-FL

60' RO

W34' FL-FL

120'

RO

W

68' F

L-FL

120'

RO

W

80' F

L-FL

80' F

L-FL

5%

6%

8%

5%

6%

4%

5%

13%

25%

CO

LUM

BIN

E W

Y.

ELIZ

ABET

H S

T.EL

IZAB

ETH

ST.

YOR

K ST

.

5130.1

1

TRACT A

TRACT G

3

4

8

TRAC

T C

13

3

4

12

5

6

5

7

6

8 7

11

9

10

12

14

15

1211

3

7

1 2 4

8

9

10 1513 181714 16 19 20

6 15

11

8

10

7

9

13

12

14

5129

.5

2

9

1

5121

.5

5120

.4

5119.8

120'

RO

W

5120.75122.2

5123.85125.1

5124.25125.4

5124

.9

5126

.0

5125

.3

5124

.0

5121

.8

5120

.1

5118

.4

5119

.6

5118

.3

5119

.6

5120

.0

5118

.8

EXISTING WATER

EXISTING GAS EXISTING ELECTRIC

EXISTING FIBER OPTIC

EXISTING GAS

R50

'R

OW

R37'FL

OW

NER

:C

ITY

OF

THO

RN

TON

ZON

ED: D

R

FAIRFIELD FILING NO. 1

E. 1

52ND

. AVE

.

YORK ST.

6%

5122.2

5122

.2

XL.P.

EXISTING TRAIL

EXISTING STORM

EXISTING STORM

SEE POND PLANS

EXISTING WING WALLTO BE MODIFIED

5115

5115

5120

.1

5130.0

5122.3

C

C

5123.1

5122.6

5122.5

5122.9

5123

.4

5122

.9 5125.6

5124.6

5124

.6

5126.0

5127.6

5129.3

END CONSTRUCTION

RETAINING WALLSEE WALL PLAN

CUT

CUT

FILL

CUT

FILL

CUTCUT

FILL

FILL

FILL

5122

.1

5122.6

5122.5 5122

.8

5122

.2 5122.3

5123.9

5123

.8

5120.8

5120.2

5119

.851

20.4

10' U.E.

10' U.E.

8' U.E.

8' U.E.

8' U.E.8' U.E.

8' U.E.

8' U.E.

8' U.E.

8' U.E.

8' U.E.

8' U.E.

8' U.E.

8' U.E.

8' U.E.

10' U.E.10' U.E.

10' U.E.

8' U.E.

10' PIPELINE EASEMENTBOOK 3736 PAGE42

26.00'24.00'

50.00'PIPELINE EASEMENTBOOK 2943 PAGE 427

40' DRAINAGE, ACCESSAND TRAIL EASEMENTREC. NO.2008000083704

TRANSPORTATION EASEMENTREC. NO.2008000083704

8' UTILITY EASEMENTREC. NO.2008000083704

8' U.E.

8' U.E.

50.00' PIPELINE EASEMENTBOOK 2024 PAGE 701

10' CONSTRUCTION ANDREMOVAL EASEMENTBOOK 2024 PAGE 701

50.03' PIPELINE EASEMENTBOOK 2024 PAGE 701

5' U.E.

20.00' EXCLUSIVE SANITARYSEWER EASEMENT

8' U.E.

5' U.E.

5' U.E.

8' U.E.

5115

5120

5110

5115

5125

5125

51225122

5123

5124

5125

51245122

5125

5124

5125

5124

5125

5124

5125

5130

5126

5127

5128

5129

5125

5122

5123

5124

5126

5127

5129

5115

51115112

51135114

51155120

5115

5116 5117 5118

5115

512051165117

51185119

5121

5122

5120

51205120 51215121512251235124

1513

1514

36" RCP

36" RCP

18" RCP

30" RCP

30" RCP

18" RCP

24" R

CP30" RCP

18" RCP24" RCP

18" R

CP

18" R

CP

EX. 60" X 96" RCP

30" R

CP

18" RCP18" RCP

18" RCP

18" RCP

18" RCP18" RCP

18" RCP

24" RCP24" RCP

18" RCP

CONTRACTOR TO FIELD VERIFYLOCATION OF ALL EXISTING UTILITES

PRIOR TO CONSTRUCTION

SECTION C-CN.T.S.

4:1

0.5'

4'

SEEPAGE ANALYSISTO BE COMPLETED

PRIOR TO CONSTRUCTION

Desig

ned

By: T

CJ

Date:Job No.:

FOR AND ON BEHALF OFJANSEN STRAWN CONSULTING ENGINEERS, INC.

Chec

ked

By: T

CJ

811CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE OR EXCAVATE FOR THEMARKING OF UNDERGROUND MEMBER

UTILITIES.

CALL UTILITY NOTIFICATION CENTER OFCOLORADO

BENCHMARK:

ByDa

teDe

scrip

tion

of R

evisi

ons

No.

45 WEST 2ND AVENUEDENVER, CO 80223

P.303.561.3333F.303.561.3339

Sheet of

EAST

CREE

KFA

RM

10-28-201613049

ADAMS COUNTY POINT95.0140 ELEV 5199.31

THO

MAS C . JANSENPROFESS IONAL ENG

INEE

R

COLO

RADO REGISTERED

NOT

FOR

CONS

TRUC

TIO

N

MAJ

04/0

1/20

17CI

TY C

OM

MEN

TS1

MAJ

07/1

4/20

17CI

TY C

OM

MEN

TS2

GR04

OVE

RLO

T G

RADI

NG

14832

0

SCALE: 1" = ORIGINAL GRAPHIC SCALE

25 50 100

50'xxxxx

KEY MAPN.T.S.

E. 152nd AVE.

YOR

K ST

REE

T

MATCHLINE SEE GR07

WORK SHALL BE CONSTRUCTED TO CITY OF THORNTON STANDARDS ANDSPECIFICATIONS. THIS APPROVAL IS FOR CONFORMANCE WITH THESE STANDARDSAND SPECIFICATIONS AND OTHER CITY REQUIREMENTS. THE DESIGN AND CONCEPTREMAINS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER OR LANDSCAPEPROFESSIONAL.

NOTES1. TEMPORARY GRADES WITHIN LOTS SHALL NOT EXCEED 3:1. ALL

FINAL GRADES SHALL NOT EXCEED 4:1.

2. THESE PLANS DO NOT REFLECT STREET CORES. CONSULT WITHTHE PROPERTY OWNER FOR REQUIRED STREET CORE DEPTHS.

3. "T" INDICATES A TRANSITION IN THE LOTS STYLE OF GRADING.

4. INDICATES MODIFIED GRADING TEMPLATE.

5. SEE EROSION CONTROL PLANS FOR EC MEASURES.*

MAT

CH

LIN

E SE

E G

R05

MATCHLINE SEE GR01

VARIES

GRADING

VARIES85' LEVELLP

FRONT TO REAR

FRONT PL ELEV.IS TBW+0.10'

MIN. SLOPE 2.5%

42.5' LEVELPL

OVERLOT

ELEV

.PE

R. P

LAN

8:1 MAX.2.0% MIN.

LP

LP

3:1 MAX.

2.0% MIN.

8'

TYPICAL 'A' STYLE GRADING

TYPICAL 'B' STYLE GRADING

ELEV

.PE

R. P

LAN

8:1 MAX.2.0% MIN.

ELEV.=TBW+0.10'

FRONT PL ELEV.IS TBW +0.10'

ELEV.=TBW+0.10'

42.5' LEVEL

FUTURE FINISHEDGRADE MIN.2% SLOPE

OVERLOTGRADING

FUTURE FINISHEDGRADE MIN.2% SLOPE

7.0'

40' LEVELLP

TYPICAL 'W' STYLE GRADING

21' LP

ELEV

.PE

R. P

LAN

8:1 MAX.2.0% MIN.

8'

FRONT PL ELEV.IS TBW+0.10'

ELEV. TBW+0.10'

ELEV. TBW-6.90'

25'2% MIN.

VARIES2% MIN.8:1 MAX.

OVERLOTGRADING

FINISHEDGRADING4:1 MAX.

P:\1

3049

_Eas

tcre

ek F

arm

\CAD

\CD

's\G

radi

ng\1

3049

_Ove

rlot G

radi

ng.d

wg,

8/1

4/20

17 7

:27:

32 A

M, A

NSI

full

blee

d D

(34.

00 x

22.

00 In

ches

), 1:

1, J

DE

Page 3

EXISTING GROUNDAT CL OF PIPE

5100

5105

5110

5115

5120

5100

5105

5110

5115

5120

9+00 10+00 11+00 12+00

30" FES

111.4 LF~30" RCP @ 2.41%(INCLUDES F.E.S.)

F.E.S. INV OUT:5104.82

14.4 LF~18" RCP @ 1.74%(INCLUDES F.E.S.)F.E.S. INV IN:5108.25STMH-A03

POND AOUTLET STRUCTURE

RIM:5112.10±INV IN:5108.00 (18" RCP) (E)

INV OUT:5107.50 (30" RCP) (W)CUT=4.6±

18" FES

PROPOSED GRADEAT CL OF PIPE

5115

5120

5125

5130

5115

5120

5125

5130

9+50 10+00 11+00

EXISTING GROUNDAT CL OF PIPE

30.1 LF~48" RCP @ 0.40%(INCLUDES F.E.S.'s)F.E.S. INV IN:5122.00F.E.S. INV OUT:5121.88

48" FES48" FES

9+7510+00

11+00

11+51

FES-A0330" F.E.S.

STA: 10+00.00OS: 0.00

N:1,780,236.46E:3,152,070.97

111.4 LF~30" RCP

STMH-A03POND AOUTLET STRUCTURESTA: 11+11.43OS: 0.00N:1,780,194.07E:3,152,174.03

14.4 LF~18" RCP

STM INLET-A0818" F.E.S.

STA: 11+25.80OS: 0.00

N:1,780,188.60E:3,152,187.31

EX. 27" FORCE MAIN

5110

5115

511551

1451

12

9+75 10+00 10+55

FES-OS.0448" F.E.S.

STA: 10+00.00OS: 0.00

N:1,780,369.89E:3,154,568.60

30.1 LF~48" RCP

FES-OS.0348" F.E.S.STA: 10+30.10OS: 0.00N:1,780,394.76E:3,154,585.56

86 7 5122

5123

5124

5127

SS

9+75 10+00 11+00 12+00 12+51

EX. 15" PVC

8" PVC8" PVC

FES-B.0224" F.E.S.

STA: 9+99.99OS: 0.00

N:1,781,073.76E:3,154,694.50

23.1 LF~24" RCP

FES-B.0136" F.E.S.

STA: 12+18.04OS: 0.00

N:1,781,180.40E:3,154,884.70

SAN MH-01

EX. SAN. MH-9

POND BOUTLET STRUCTURESTA: 10+23.11OS: 0.00N:1,781,085.07E:3,154,714.67

194.9 LF~36" RCP5115

5114

51115109

5109

5112

5106

5106

5107

5108

5110

5095

5100

5105

5110

5115

5120

5095

5100

5105

5110

5115

5120

9+50 10+00 11+00 12+00 12+50

23.1 LF~24" RCP @ 0.43%(INCLUDES F.E.S.)

F.E.S. INV OUT:5105.00

36" FES

PROPOSED GRADEAT CL OF PIPE EXISTING GROUND

AT CL OF PIPE

24" FES

MH - 1126POND BOUTLET STRUCTUREGRATE:5110.64±INV IN:5105.00 (24" RCP) (SW)INV OUT:5104.50 (36" RCP) (NE)CUT=6.1±

194.9 LF~36" RCP @ 0.55%(INCLUDES F.E.S.)F.E.S. INV OUT:5103.43

SW

13+03

9+75 10+00 11+00 12+00

SEE SHEET PP01ELIZABETH ST.

SEE SHEET PP21

E. 151ST. AVE. STM INLET-C03MODIFIED 15'TYPE 'R'STA: 12+40.79OS: 0.00(E. 151ST. AVE.CUL-DE-SAC)

273.5 LF~30" RCPSTMH-C02

5' MANHOLESTA: 5+13.80

OS: 31.10 L(ELIZABETH ST.)

8" PVC

SAN MH-15.3

8" PVC

SAN MH-15.2

8" PVC

SAN MH-15.2.1

8" WATER

5127

5129 51

2751

25

5127

5128

5110

5115

5120

5125

5130

5135

5110

5115

5120

5125

5130

5135

9+50 10+00 11+00 12+00 13+00

E. 151ST. AVE. ELIZABETH ST.PROPOSED GRADEAT CL OF PIPE

EXISTING GROUNDAT CL OF PIPE

STM INLET-C03MODIFIED 15'TYPE 'R'GRATE:5126.38±INV IN:5120.18 (30" RCP) (W)INV OUT:5120.08 (30" RCP) (E)CUT=6.3±

273.5 LF~30" RCP @ 0.35%

STMH-C025' MANHOLE

GRATE:5125.20±INV IN:5119.12 (30" RCP) (W)

INV OUT:5119.02 (30" RCP) (N)CUT=6.2±

5YR. HGL

100YR. HGL

Desig

ned

By: T

CJ

Date:Job No.:

FOR AND ON BEHALF OFJANSEN STRAWN CONSULTING ENGINEERS, INC.

Chec

ked

By: T

CJ

811CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE OR EXCAVATE FOR THEMARKING OF UNDERGROUND MEMBER

UTILITIES.

CALL UTILITY NOTIFICATION CENTER OFCOLORADO

BENCHMARK:

ByDa

teDe

scrip

tion

of R

evisi

ons

No.

45 WEST 2ND AVENUEDENVER, CO 80223

P.303.561.3333F.303.561.3339

Sheet of

EAST

CREE

KFA

RM

10-28-201613049

ADAMS COUNTY POINT95.0140 ELEV 5199.31

THO

MAS C . JANSENPROFESS IONAL ENG

INEE

R

COLO

RADO REGISTERED

NOT

FOR

CONS

TRUC

TIO

N

MAJ

04/0

1/20

17CI

TY C

OM

MEN

TS1

MAJ

07/1

4/20

17CI

TY C

OM

MEN

TS2

xxxxx

KEY MAPN.T.S.

E. 152nd AVE.

YOR

K ST

REE

T

WORK SHALL BE CONSTRUCTED TO CITY OF THORNTON STANDARDS ANDSPECIFICATIONS. THIS APPROVAL IS FOR CONFORMANCE WITH THESE STANDARDSAND SPECIFICATIONS AND OTHER CITY REQUIREMENTS. THE DESIGN AND CONCEPTREMAINS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER OR LANDSCAPEPROFESSIONAL.

CONTRACTOR TO FIELD VERIFYLOCATION OF ALL EXISTING UTILITES

PRIOR TO CONSTRUCTION

OSS03

OFFS

ITE

STOR

MPL

AN &

PRO

FILE

14675

OFFSITE STORM

1. ALL STATIONING IS ON CENTERLINE OF ROAD UNLESS OTHERWISE NOTED.

2. 8' CROSS PANS TYPICAL UNLESS OTHERWISE NOTED.

3. SEE SHEET DT01 FOR HANDICAP RAMP DETAIL.

4. TFI GRADE AT INLETS IN PROFILE ARE AT MID POINT OF INLET, REFER TO STICKDETAIL FOR END OF INLET TFI GRADES.

5. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL EXISTING UTILITIES TOPROPOSED FINISHED GRADE.

6. ELEVATIONS ARE TO FLOWLINE UNLESS OTHERWISE NOTED.

7. RIP RAP AT FLARED END SECTIONS SHALL BE HAND PLACED.

8. FILTER FABRIC IS TO BE PLACED BELOW RIP RAP OUTFALL PROTECTION.

9. JOINT RESTRAINTS ARE REQUIRED ON ALL FLARED END SECTIONS.

10. A MINIMUM OF 7' SHALL BE MAINTAINED BETWEEN FROM THE EDGE OF ALLSTORM AND SANITARY SEWER PIPE WITHIN LOCAL ROADWAYS. 10' SEPARATIONSHALL BE MAINTAINED IN ALL OTHER LOCATIONS.

11. A MINIMUM OF 2' SHALL BE MAINTAINED BETWEEN ALL STORM MANHOLE RIMSAND CONCRETE GUTTER LIPS.

NOTES

CAUTION ! UTILITY CROSSINGLOWERING MAY BE REQUIRED

PROPOSED STORM SEWER,MANHOLE, F.E.S. AND INLET

EXISTING SANITARY SEWER W/ MH

EXISTING WATER LINE AND VALVE

PROPOSED WATER LINE, VALVE

PROPOSED SANITARY SEWER W/ MH

LEGEND

CONCRETE WALK

UTILITY EASEMENTU.E.

TRAFFIC CONTROL DEVICE EASEMENTT.C.D.E.

AND FIRE HYDRANT (BY OTHERS)

W PROPOSED WATER SERVICE W/ METER

S PROPOSED SANITARY SERVICE

EXISTING STORM SEWER

DRAINAGE EASEMENTD.E.

S

UNDERDRAIN CLEANOUT

UNDERDRAIN TWO DIRECTIONAL CLEANOUT

0

SCALE: Hor: 1" =

ORIGINAL GRAPHIC SCALE

25 50 100

50'SCALE: Vert: 1" = 5'

D

DC

C

BA

B

AP:

\130

49_E

astc

reek

Far

m\C

AD\C

D's

\Pla

n &

Prof

iles\

1304

9_O

SS03

.dw

g, 8

/17/

2017

3:2

2:27

PM

, 1:1

, MAJ

Page 4

5110

5110

5115

5115

5110

5110

5115

5115

5115

5120

7

4

5

JOSEPHINE W

Y.

TRACT A

TRACT A

TRACT A

100-YRWSEL=5112.97

EURVWSEL=5111.66

A

A

C

C

TYPE M SOILRIPRAP OVERFLOWSEE DETAIL THISSHT

PROPOSED MAINTENANCEACCESS PER CITY OFTHORNTON CRITERIA

4.0%

4.0%

4.0%

4.0%

1.3%

0.9%

4.0%

0.75%

5110.80

5110.99

5109.00

5109.17

5109.45

5115.49

5110.77

5115.49

5111.3

5111.4

5111.02

5111.12

5111.19

4:1

4:14:1

4:1

12:1

6:1

6.6%

4:1

5111.47

5111.25

5111.04

5111.82

5112.11

5111.95

5111.42

5111.17

5110

.6

5115.75116.1

B1

B1

CUTOFF WALLSEE DETAIL THIS SHT

B2

B2

5115

.9

51215121

5122

5115

5120

5120

5120

5116

5117

5118

5119

5121

5121

5122

5122

160.9 LF~24" RCP

FES-A0136" F.E.S.INV OUT:5111.84

FES-A0224" F.E.S.INV OUT:5110.09

5115.5

STM INLET-A08INV OUT:5108.25

CUSTOM OUTLET STRUCTURE(SEE DETAIL ON SHT PD02)

14.4 LF~18" RCP

6

5115

.95115

.951

15.9

5110.61

5115

.9

N: 1,779,944.60E: 3,152,284.63

SEE OFFSITESTORM PLANS

12'X12' TYPE MSOIL RIPRAP2D50=12"

STMH-A03POND A

OUTLET STRUCTUREINV OUT:5108.00

NORTH W

ADLEY DITCH

2.0% MIN.

2.0% MIN.

4.0%

5110.52

5109.24

5109.35

5110

.8

5114.26

5115.40

4.1%

5111.08

4.0%5110.92

4.0%

2.0% MIN.

5111.11

5115.5

5115.5

5115.58

4:1

5115.5

C5

L6

L7

C6

L8

1+00

2+00

3+00

4+00

5+000.5%

0.5%

111.4 LF~30" RCP

5115

5115

5110

5110

5115

5115

SURCHARGE BASIN

N: 1,780,199.19E: 3,152,172.08

N: 1,780,196.34E: 3,152,179.02

N: 1,780,188.94E: 3,152,175.97

N: 1,780,191.79E: 3,152,169.04

CONTRACTOR TO FIELD VERIFYLOCATION OF ALL EXISTING UTILITES

PRIOR TO CONSTRUCTION

LINE TABLE

LINE # DIRECTION LENGTH

CURVE TABLE

CURVE # DELTA RADIUS LENGTH CHORD DIRECTION CHORD LENGTH

Desig

ned

By: T

CJ

Date:Job No.:

FOR AND ON BEHALF OFJANSEN STRAWN CONSULTING ENGINEERS, INC.

Chec

ked

By: T

CJ

811CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE OR EXCAVATE FOR THEMARKING OF UNDERGROUND MEMBER

UTILITIES.

CALL UTILITY NOTIFICATION CENTER OFCOLORADO

BENCHMARK:

ByDa

teDe

scrip

tion

of R

evisi

ons

No.

45 WEST 2ND AVENUEDENVER, CO 80223

P.303.561.3333F.303.561.3339

Sheet of

EAST

CREE

KFA

RM

10-28-201613049

ADAMS COUNTY POINT95.0140 ELEV 5199.31

THO

MAS C . JANSENPROFESS IONAL ENG

INEE

R

COLO

RADO REGISTERED

NOT

FOR

CONS

TRUC

TIO

N

MAJ

04/0

1/20

17CI

TY C

OM

MEN

TS1

MAJ

07/1

4/20

17CI

TY C

OM

MEN

TS2

PD01

POND

A P

LAN

148133

0

SCALE: 1" = ORIGINAL GRAPHIC SCALE

10 20 40

20'

KEY MAPN.T.S.

E. 152nd AVE.

YOR

K ST

REE

T

WORK SHALL BE CONSTRUCTED TO CITY OF THORNTON STANDARDS ANDSPECIFICATIONS. THIS APPROVAL IS FOR CONFORMANCE WITH THESE STANDARDSAND SPECIFICATIONS AND OTHER CITY REQUIREMENTS. THE DESIGN AND CONCEPTREMAINS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER OR LANDSCAPEPROFESSIONAL.

20"

SECTION X-XCUTOFF WALL PROFILE CROSS SECTION

N.T.S.

8"

6"

4.67'

312"X11

2"CONST. KEY

#4 @ 18" HORIZONTALLYAND VERTICALLY

TYPE "M" SOIL RIPRAP DETAILN.T.S.

6" (TYP.)

2*D50

PREPARE COMPACTEDSUBGRADE PERSPECIFICATIONS ORPLACE ON UNDISTURBEDSUBGRADE (TYP.)

SLOP VARIES(SEE PLANS)

TOPSOIL LAYER ANDSEED AS REQUIRED BYPLANS AND SPECIFICATIONS

SOIL RIPRAP.MIX SOIL AND RIPRAP

COMPLETELY (SEE NOTES)

FINISHEDGRADE

DESIGNRIPRAPGRADE

POND A DESCRIPTION

UNITS

EURV VOLUME AC-FT 0.87

EURV WSEL FT 5111.66

100-YR VOLUME AC-FT 1.65

100-YR WSEL FT 5112.97

EMERGENCY SPILLWAY CREST FT 5113.50

100-YR PEAK INFLOW CFS 66.20

100-YR OUTFLOW CFS 18.80

NOTES:1. SOIL RIPRAP DETAILS ARE

APPLICABLE TO SLOPED AREAS.REFER TO THE SITE PLAN FORACTUAL LOCATION AND LIMITS

2. MIX UNIFORMLY 65% RIPRAP BYVOLUME WITH 35% OF APPROVEDSOIL BY VOLUME PRIOR TOPLACEMENT.

3. PLACE STONE-SOIL MIX TO RESULT INSECURELY INTERLOCKED ROCK ATTHE DESIGN THICKNESS AND GRADE.COMPACT AND LEVEL TO ELIMINATEALL VOIDS AND ROCKS PROJECTINGABOVE DESIGN RIPRAP TOP GRADE.

B2-B2 EMERGENCY OVERFLOW WEIRN.T.S.

B1-B1 EMERGENCY OVERFLOW WEIRN.T.S.

OVERFLOW WEIR CUTOFF WALL DETAIL(PROFILE VIEW)

N.T.S.

A-A CONCRETE TRICKLE CHANNELN.T.S.

C-C ALL-WEATHER ACCESS ROADN.T.S.

4.0% MIN. 4.0% MIN.6" 2.00'

6"

95% COMPACTEDSUBGRADEFORM OR CUT

CONTARCTION JOINTSTO 1/4 DEPTH OF SLAB

AT 10 FT. O.C.

CONCRETE TO BEREINFORCED WITHFIBERMESH

LENGTH, SLOPE AND ELEVATIONS PER SPECIFICOVERFLOW WEIR CUTOFF WALL DETAILS 2.0'2.0'

1.9'

4' (TYP.)1.0'

0.67'

PROPOSED CONCRETECUTOFF WALL

SOIL RIPRAP (D50=12")SOIL RIPRAP TO EXTEND

10.00' UPSTREAM OF WALL

OVERFLOWS

4 ORFLATTER

1 3.0'1

41

4CREST ELEV.=5113.50

2x 100-YR OVERFLOW WSEL=5114.50

MINIMUM TOP OFEMBANKMENT

ELEV.=5115.5

3"-4" TOPSOIL

TYPE M SOIL RIPRAPTHICKNESS=2.00' (2XD50)

(D50=12")

100-YEAR WSEL = 5112.97

EMERGENCY OVERFLOW WATER SURFACE = 5114.50

CONCRETE CUTOFFWALL, SEE THIS

SHEET FOR DETAIL

TOP OF FOOTING SHALL BE ATOR BELOW BOTTOM OF RIPRAPAND BEDDING MATERIAL

8" THICK LAYER (3" TO 4"FRACTURED FACE GRANITE)MIXED WITH CLASS 6 ROADBASE

2.0% MIN.

14

1410.00'

CREST LENGTH=17'8.0' 8.0' 2.0'2.0'

26.0'

TYPE 'M' SOILRIPRAP (D50=12")24" THICK LAYER

STRUCTURAL DESIGN TOBE DONE BY OTHERS

2X 100-YR OVERFLOW RATE=132.4 CFS

NORTH WADLEY DITCH

Page 5

5100

5105

5110

5115

5120

-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00

399.3 LF~36" RCP @ 0.35%(INCLUDES F.E.S.'s)F.E.S. INV IN:5113.24F.E.S. INV OUT:5111.84

111.4 LF~30" RCP @ 2.41%(INCLUDES F.E.S.'s)F.E.S. INV IN:5107.50F.E.S. INV OUT:5104.82

14.4 LF~18" RCP @ 1.74%(INCLUDES F.E.S.'s)F.E.S. INV IN:5108.25F.E.S. INV OUT:5108.00

-0.50%-0.50%

-0.50%

PROPOSED GRADEAT CENTERLINE

EXISTING GRADEAT CENTERLINE

POND AOUTLET STRUCTURE

-10.00

%

TYPE M (D50=12")SOIL RIPRAP 24" THICK LAYERW=10' L=35'

5110

5110

5115

5115

5115

5120

51215121

5122

5115

5120

5120

5120

5116

5117

5118

5119

5121

5121

5121

5122

5122

STM INLET-A0610' TYPE 'R'STA: ???OS: ??? ???

160.9 LF~24" RCP

399.3 LF~36" RCP

14.4 LF~18" RCP

111.4 LF~30" RCP1+00

2+00

3+00

4+00

5+00

6+00 6+18

Desig

ned

By: T

CJ

Date:Job No.:

FOR AND ON BEHALF OFJANSEN STRAWN CONSULTING ENGINEERS, INC.

Chec

ked

By: T

CJ

811CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE OR EXCAVATE FOR THEMARKING OF UNDERGROUND MEMBER

UTILITIES.

CALL UTILITY NOTIFICATION CENTER OFCOLORADO

BENCHMARK:

ByDa

teDe

scrip

tion

of R

evisi

ons

No.

45 WEST 2ND AVENUEDENVER, CO 80223

P.303.561.3333F.303.561.3339

Sheet of

EAST

CREE

KFA

RM

10-28-201613049

ADAMS COUNTY POINT95.0140 ELEV 5199.31

THO

MAS C . JANSENPROFESS IONAL ENG

INEE

R

COLO

RADO REGISTERED

NOT

FOR

CONS

TRUC

TIO

N

MAJ

04/0

1/20

17CI

TY C

OM

MEN

TS1

MAJ

07/1

4/20

17CI

TY C

OM

MEN

TS2

PD03

POND

A D

ETAI

LS

148135

0

SCALE: Hor: 1" =

ORIGINAL GRAPHIC SCALE

15 30 60

30'SCALE: Vert: 1" = 5'

Page 6

5110

5115

5115

5110

5115

TRACT A

ST. P

AUL

CT.

TRACT AS

4.00

%4.

00%

4.91%

4.08%

4.00%

4.00%

4.00%

4.00

%

4.04

%

0.50%

2.00

%

2.00%

0.50%

L1 C1

L2

C2

C3

L3

L4

100-YRWSEL=5112.69

EURVWSEL=5110.40

A

A

TYPE M SOILRIPRAP OVERFLOW

SEE DETAIL THISSHT16'X16' TYPE M

SOIL RIPRAP2D50=12"

CUTOFF WALLSEE DETAIL THIS SHT

5110

5115

5107

5108

5109

5111511251135114

5110

5115

5115

5108 5109

5111 51

11 5111

5112 51

12

5112 51

13

5113

5113

5114

5110

5115

5115

5107

51085109

51115112

5112

5113

5113

5114

5114 5110

5110

5115

5109

5109

5111

5111

5112

5112

5113

51135114

5114

51105115

5108

510951115112

51135114

5115

5115

51125113

5113

5114

5114

5116

5116

5117

5117

4:1

4:1

4:1

4:1

4:1

4:1

4:1

4:1

4:1

4:1

4:1

4:1

3:1

2.00%

2.00

%

N: 1,781,041.67E: 3,154,635.71

N: 1,780,995.42E: 3,154,616.82

5108.04

5107.505107.36

5107.87

5108.70

5109.40

5109.07

5108.76

5109.6 5110.3

5110.1

5109.8

5109.4

5108.1

5106

.2

5106

.7

5107

.0

5108.0

5107.5

5108.0

5107.45107.3

5107.2

5107.71

5108.02

5107.29

5108.97

5108.35

TOP OF BERM5115.0

TOP OF BERM5115.0

TOP OF BERM5115.0

TOP OF BERM5115.0

5105

5110

510351045106510751085109511151125113

5113

5114

5114

5115

5112

5113

5114

5110

5111

5112

5113

5114

5114

36.5 LF~42" RCP

FES B1.0142" FESINV OUT:5107.00 (42" RCP) (W)

23.1 LF~24" RCP

FES-B.0136" F.E.S.

INV OUT:5103.43 (36" RCP) (SW)

5109.0

5107.85

5107.18

B2

B2

PROPOSED MAINTENANCEACCESS PER CITY OFTHORNTON CRITERIA

N: 1,781,032.64E: 3,154,619.29

N: 1,781,025.13E: 3,154,623.34

N: 1,781,072.35E: 3,154,691.48

N: 1,780,965.78E: 3,154,635.31

N: 1,780,949.39E: 3,154,702.42

N: 1,780,924.16E: 3,154,601.19

N: 1,781,014.07E: 3,154,547.00

N: 1,781,014.07E: 3,154,423.43

SEE OFFSITESTORM PLANS

11+00

12+00

13+00

14+00

15+00

16+00

16+74

5106.0

5107.3

5109.6

5107.5

5105.7

CUSTOM OUTLETSTRUCTURE(SEE DETAIL 137)

4.00%

WQCVWSEL=5108.50

4.00%

5108.20

5108.9

5108.18

5109.00

5107.20

5107.6

4.00

%

TOE OF SLOPE

B1B1

B5

B5

B4

B4

B3

B3N: 1,781,085.33E: 3,154,710.03

N: 1,781,087.00E: 3,154,713.01

N: 1,781,090.06E: 3,154,711.30

N: 1,781,091.97E: 3,154,714.71

N: 1,781,081.50E: 3,154,720.58

N: 1,781,079.59E: 3,154,717.16

N: 1,781,082.64E: 3,154,715.45

N: 1,781,080.97E: 3,154,712.47

CONTRACTOR TO FIELD VERIFYLOCATION OF ALL EXISTING UTILITES

PRIOR TO CONSTRUCTION

LINE TABLE

LINE # DIRECTION LENGTH

CURVE TABLE

CURVE # DELTA RADIUS LENGTH CHORD DIRECTION CHORD LENGTH

Desig

ned

By: T

CJ

Date:Job No.:

FOR AND ON BEHALF OFJANSEN STRAWN CONSULTING ENGINEERS, INC.

Chec

ked

By: T

CJ

811CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE OR EXCAVATE FOR THEMARKING OF UNDERGROUND MEMBER

UTILITIES.

CALL UTILITY NOTIFICATION CENTER OFCOLORADO

BENCHMARK:

ByDa

teDe

scrip

tion

of R

evisi

ons

No.

45 WEST 2ND AVENUEDENVER, CO 80223

P.303.561.3333F.303.561.3339

Sheet of

EAST

CREE

KFA

RM

10-28-201613049

ADAMS COUNTY POINT95.0140 ELEV 5199.31

THO

MAS C . JANSENPROFESS IONAL ENG

INEE

R

COLO

RADO REGISTERED

NOT

FOR

CONS

TRUC

TIO

N

MAJ

04/0

1/20

17CI

TY C

OM

MEN

TS1

MAJ

07/1

4/20

17CI

TY C

OM

MEN

TS2

PD04

POND

B P

LAN

148136

KEY MAPN.T.S.

E. 152nd AVE.

YOR

K ST

REE

T

WORK SHALL BE CONSTRUCTED TO CITY OF THORNTON STANDARDS ANDSPECIFICATIONS. THIS APPROVAL IS FOR CONFORMANCE WITH THESE STANDARDSAND SPECIFICATIONS AND OTHER CITY REQUIREMENTS. THE DESIGN AND CONCEPTREMAINS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER OR LANDSCAPEPROFESSIONAL.

0

SCALE: 1" = ORIGINAL GRAPHIC SCALE

10 20 40

20'

B2-B2 EMERGENCY OVERFLOW WEIRN.T.S.

B1-B1 EMERGENCY OVERFLOW WEIRN.T.S.

A-A CONCRETE TRICKLE CHANNELN.T.S.

C-C ALL-WEATHER ACCESS ROADN.T.S.

TYPE "M" SOIL RIPRAP DETAILN.T.S.

6" (TYP.)

2*D50

PREPARE COMPACTEDSUBGRADE PERSPECIFICATIONS ORPLACE ON UNDISTURBEDSUBGRADE (TYP.)

SLOP VARIES(SEE PLANS)

TOPSOIL LAYER ANDSEED AS REQUIRED BYPLANS AND SPECIFICATIONS

SOIL RIPRAP.MIX SOIL AND RIPRAP

COMPLETELY (SEE NOTES)

FINISHEDGRADE

DESIGNRIPRAPGRADE

NOTES:1. SOIL RIPRAP DETAILS ARE AREAS.SLOPED REFER ACTUAL LOCATIONAND MIX UNIFORM ALLY 65% WITH 35%OF VOLUME BY VOLUME PRIOR TOPLACEMENT.2. PLACE STONE-SOIL MIX SECURELYINTERLOCKED DESIGN THICKNESSAND COMPACT AND LEVEL TO VOIDSAND ROCKS PROJECTING DESIGNABOVE RIPRAP.

POND B DESCRIPTION

UNITS

EURV VOLUME AC-FT 2.31

EURV WSEL FT 5110.42

100-YR VOLUME AC-FT 4.58

100-YR WSEL FT 5112.72

EMERGENCY SPILLWAY CREST FT 5113.00

100-YR PEAK INFLOW CFS 213.60

100-YR OUTFLOW CFS 62.90

4.0% MIN. 4.0% MIN.6" 2.00'

6"

95% COMPACTEDSUBGRADE

FORM OR CUTCONTARCTION JOINTSTO 1/4 DEPTH OF SLAB

AT 10 FT. O.C.

CONCRETE TO BEREINFORCED WITHFIBERMESH

PROPOSED CONCRETECUTOFF WALL

SOIL RIPRAP (D50=12")

SOIL RIPRAP TO EXTEND10.00' UPSTREAM OF WALL

OVERFLOWS

4 ORFLATTER

1

14

14

CREST ELEV.=5113.002x 100-YR OVERFLOW WSEL=5114.00

MINIMUM TOP OFEMBANKMENT

ELEV.=5115.0

3"-4" TOPSOIL

TYPE M SOIL RIPRAPTHICKNESS=2.00' (2XD50)

(D50=12")100-YEAR

WSEL = 5112.72

EMERGENCY OVERFLOWWATER SURFACE = 5114.00

CONCRETE CUTOFFWALL, SEE THIS

SHEET FOR DETAIL

TOP OF FOOTING SHALL BE ATOR BELOW BOTTOM OF RIPRAPAND BEDDING MATERIAL

8" THICK LAYER (3" TO 4"FRACTURED FACE GRANITE)MIXED WITH CLASS 6 ROADBASE

2.0% MIN.

14

1410.00'

CREST LENGTH=142'8.0' 8.0' 2.0'2.0'

26.0'

TYPE 'M' SOILRIPRAP (D50=12")24" THICK LAYER

MINIMUM TOP OFEMBANKMENT

ELEV.=5115.0

SEE CHANNELDESIGN

B4-B4N.T.S.

13

14

4'TOP OF BERM

5115.0

4.0%4.0%EXISTING GROUND

B5-B5N.T.S.

13

14

8" THICK LAYER (3" TO 4"FRACTURED FACE GRANITE)MIXED WITH CLASS 6 ROADBASE

10'TOP OF BERM

5115.0

4.0%4.0%EXISTING GROUND

100 YR WSEL = 5112.69

EURV WSEL = 5110.40

100 YR WSEL = 5112.69

EURV WSEL = 5110.40

B3-B3N.T.S.

14

14

20'

DEPTH=2.0'

2X100-YR Q=427.2 CFSCHANNEL CAPACITY AT 2' DEPTH=447.3 CFS

Page 7

5110

5115

5115

5110

5115

1

S

L1 C1

L2

C2

C3

L3

L45110

5115

5107

5108

51095111511251135114

5110

5115

5115

5108 5109

5111

5111

5111

5112 51

12

5112 5113

5113

5113

5114

5110

51155115

5107

5108510951115112

5112

5113

5113

5114

5114 5110

5110

5115

5109

5109

5111

5111

5112

5112

5113

51135114

5114

51105115

5108

5109

51115112

51135114

5115

5115

51125113

5113

5114

5114

5116

5116

5117

5117

5118

5108.04

5107.505107.36

5107.87

5108.70

5109.40

5109.07

5108.765109.6

5110.3

5110.1

5109.8

5109.4

5108.1

5106

.2

5106

.7

5107

.0

5108.0

5107.5

5108.0

5107.45107.35107.2

5107.71

5108.02

5107.29

5108.97

5108.35

51055110

510351045106510751085109511151125113

5113

5114

5114

5115

5112

5113

5114

5110

5111

5112

5113

51145114

5109.0

5107.85

5107.18

STM INLET-B1.1215' TYPE 'R'STA: 9+98.08OS: 0.00

39.5 LF~42" RCP

STMH-B1.026' MANHOLE

STA: 10+39.53OS: 0.00

27.2 LF~42" RCP STMH-B1.016' MANHOLESTA: 10+66.70OS: 0.00

36.5 LF~42" RCP

FES-B.0224" F.E.S.

STA: 14+13.77OS: 0.09 R

23.1 LF~24" RCP

FES-B.0136" F.E.S.

STA: 16+31.82OS: 0.01 L

FES B1.0142" FESSTA: 11+03.16OS: 0.00 L

9+85

10+0

0

11+00

12+00

13+00

14+00

15+00

16+00

5106.0

5107.3

5109.6

5107.5

5105.7

5108.20

5108.9

5108.18

5109.00

5107.20

5107.6

N: 1,781,085.33E: 3,154,710.03

N: 1,781,087.00E: 3,154,713.01

N: 1,781,090.06E: 3,154,711.30

N: 1,781,091.97E: 3,154,714.71

N: 1,781,081.50E: 3,154,720.58N: 1,781,079.59E: 3,154,717.16

N: 1,781,082.64E: 3,154,715.45

N: 1,781,080.97E: 3,154,712.47

EXISTING GROUND

PROPOSED GRADE

5100

5105

5110

5115

5120

5125

5100

5105

5110

5115

5120

5125

9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50

STM

INLE

T-B1

.12

15' T

YPE

'R'

RIM

:511

4.96

±IN

V O

UT:

510

8.50

(42"

RC

P) (N

)IN

V IN

: 510

8.70

(42"

RC

P) (S

)C

UT=

6.5±

39.5 LF~42" RCP @ 2.56%(INCLUDES F.E.S.'s)

F.E.S. INV IN:5108.50F.E.S. INV OUT:5107.49

STM

H-B

1.02

6' M

ANH

OLE

RIM

:511

5.23

±IN

V IN

: 510

7.89

(36"

RC

P) (W

)IN

V O

UT:

510

7.46

(42"

RC

P) (E

)IN

V IN

: 510

7.49

(42"

RC

P) (S

)C

UT=

7.8±

27.2 LF~42" RCP @ 0.40%(INCLUDES F.E.S.'s)

F.E.S. INV IN:5107.46F.E.S. INV OUT:5107.35

STM

H-B

1.01

6' M

ANH

OLE

RIM

:511

5.20

±IN

V IN

: 510

7.35

(42"

RC

P) (W

)IN

V O

UT:

510

7.15

(42"

RC

P) (E

)C

UT=

8.1±

36.5 LF~42" RCP @ 0.40%(INCLUDES F.E.S.'s)

F.E.S. INV IN:5107.15F.E.S. INV OUT:5107.00

23.1 LF~24" RCP @ 0.43%(INCLUDES F.E.S.'s)

F.E.S. INV IN:5105.10F.E.S. INV OUT:5105.00 194.9 LF~36" RCP @ 0.55%

(INCLUDES F.E.S.'s)F.E.S. INV IN:5104.50

F.E.S. INV OUT:5103.43

MH

- 11

26PO

ND

BO

UTL

ET S

TRU

CTU

RE

RIM

:511

0.64

±IN

V IN

: 510

5.00

(24"

RC

P) (S

W)

INV

OU

T: 5

104.

50 (3

6" R

CP)

(NE)

CU

T=6.

1±

-0.5%-0.5%

Desig

ned

By: T

CJ

Date:Job No.:

FOR AND ON BEHALF OFJANSEN STRAWN CONSULTING ENGINEERS, INC.

Chec

ked

By: T

CJ

811CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE OR EXCAVATE FOR THEMARKING OF UNDERGROUND MEMBER

UTILITIES.

CALL UTILITY NOTIFICATION CENTER OFCOLORADO

BENCHMARK:

ByDa

teDe

scrip

tion

of R

evisi

ons

No.

45 WEST 2ND AVENUEDENVER, CO 80223

P.303.561.3333F.303.561.3339

Sheet of

EAST

CREE

KFA

RM

10-28-201613049

ADAMS COUNTY POINT95.0140 ELEV 5199.31

THO

MAS C . JANSENPROFESS IONAL ENG

INEE

R

COLO

RADO REGISTERED

NOT

FOR

CONS

TRUC

TIO

N

MAJ

04/0

1/20

17CI

TY C

OM

MEN

TS1

MAJ

07/1

4/20

17CI

TY C

OM

MEN

TS2

PD06

POND

B D

ETAI

LS

148138

0

SCALE: Hor: 1" =

ORIGINAL GRAPHIC SCALE

15 30 60

30'SCALE: Vert: 1" = 5'

Page 8

Desig

ned

By: T

CJ

Date:Job No.:

FOR AND ON BEHALF OFJANSEN STRAWN CONSULTING ENGINEERS, INC.

Chec

ked

By: T

CJ

811CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE OR EXCAVATE FOR THEMARKING OF UNDERGROUND MEMBER

UTILITIES.

CALL UTILITY NOTIFICATION CENTER OFCOLORADO

BENCHMARK:

ByDa

teDe

scrip

tion

of R

evisi

ons

No.

45 WEST 2ND AVENUEDENVER, CO 80223

P.303.561.3333F.303.561.3339

Sheet of

EAST

CREE

KFA

RM

10-28-201613049

ADAMS COUNTY POINT95.0140 ELEV 5199.31

THO

MAS C . JANSENPROFESS IONAL ENG

INEE

R

COLO

RADO REGISTERED

NOT

FOR

CONS

TRUC

TIO

N

MAJ

04/0

1/20

17CI

TY C

OM

MEN

TS1

MAJ

07/1

4/20

17CI

TY C

OM

MEN

TS2

DT05

STO

RM S

EWER

DET

AILS

148146

WORK SHALL BE CONSTRUCTED TO CITY OF THORNTON STANDARDS ANDSPECIFICATIONS. THIS APPROVAL IS FOR CONFORMANCE WITH THESE STANDARDSAND SPECIFICATIONS AND OTHER CITY REQUIREMENTS. THE DESIGN AND CONCEPTREMAINS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER OR LANDSCAPEPROFESSIONAL.