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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
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's\G
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ng\1
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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
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
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
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
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'
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
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'
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.
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