45 west 2nd avenue city of thornton e-470
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De
sig
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y:
Date:
Job No.:
FOR AND ON BEHALF OF
JANSEN STRAWN CONSULTING ENGINEERS, INC.
Ch
ecke
d B
y:
811CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER
UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
BENCHMARK:
By
Da
te
De
scrip
tio
n o
f R
evisio
ns
No
.
45 WEST 2ND AVENUE
DENVER, CO 80223
P.303.561.3333
F.303.561.3339
Sheet of
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02/11/2015
13023
ADAMS COUNTY POINT
95.0139 ELEV 5324.240
20
3/0
1/1
8M
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VIC
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WILLOW BEND
A PARCEL OF LAND LOCATED IN THE EAST HALF OF SECTION 18,
TOWNSHIP 1 SOUTH, RANGE 67 WEST OF THE 6TH PRINCIPAL MERIDIAN,
COUNTY OF ADAMS, STATE OF COLORADO
CONSTRUCTION PLANS FOR
SHEET INDEX
I HEREBY AFFIRM THAT THESE CONSTRUCTION PLANS WERE PREPARED BY ME (OR UNDER MY DIRECT
SUPERVISION) FOR THE OWNERS THEREOF IN ACCORDANCE WITH THE PROVISIONS OF CITY OF
THORNTON STANDARDS AND SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC
IMPROVEMENTS. I UNDERSTAND THAT IT IS THE POLICY OF THE CITY OF THORNTON THAT THE CITY DOES
NOT AND WILL NOT ASSUME LIABILITY FOR FACILITIES DESIGNED BY OTHERS.
FOR AND ON BEHALF OF JANSEN STRAWN CONSULTING ENGINEERS DATE
COVER SHEET
GENERAL NOTES & LEGEND
OVERALL - PHASING PLAN
INTIAL AND FINAL EROSION CONTROL PLANS
EROSION CONTROL DETAILS
OVERLOT GRADING PLAN
OVERALL UTILITY PLAN
UTILITY PLANS
STORM & STREET INDEX SHEET PLAN & PROFILE
FAIRFAX DRIVE PLAN & PROFILE
E. 145TH. AVENUE
E. 145TH. COURT
ELM STREET
ELM STRET / E. 144TH. PLACE
E. 144TH. PLACE / DAHLIA STREET
DAHLIA STREET / EUDORA STREET
E. 144TH. LANE
E. 144TH. DRIVE
FOREST STREET
GLENCOE STREET
GRAPE STREET
E. 144TH. PLACE
E. 144TH. PLACE / GRAPE WAY
HUDSON WAY / E. 144TH. PLACE
E. 144TH. PLACE / HUDSON STREET
EMERGENCY ACCESS ROAD
E. 144TH. AVENUE
HOLLY STREET
OFFSITE STORM SEWER
INTERSECTION DETAILS
RAISED INTERSECTION DETAILS
ROUNDABOUT DETAIL
UTILITY INDEX SHEET PLAN & PROFILE
FAIRFAX DRIVE UTILITY PLAN & PROFILE
E. 145T. AVENUE UTILITY PLAN & PROFILE
E. 146TH. COURT UTILITY PLAN & PROFILE
ELM STREET UTILITY PLAN & PROFILE
DAHLIA STREET UTILITY PLAN & PROFILE
EUDORA STREET UTILITY PLAN & PROFILE
E. 144TH. LANE UTILITY PLAN & PROFILE
E. 144TH. DRIVE UTILITY PLAN & PROFILE
FOREST STREET UTILITY PLAN & PROFILE
GLENCOE STREET UTILITY PLAN & PROFILE
GRAPE STREET UTILITY PLAN & PROFILE
E. 144TH. PLACE UTILITY PLAN & PROFILE
GRAPE WAY UTILITY PLAN & PROFILE
HUDSON WAY UTILITY PLAN & PROFILE
HUDSON STREET UTILITY PLAN & PROFILE
OFFSITE SANITARY UTILITY PLAN & PROFILE
OFFSITE WATER PLAN & PROFILE
SIGNAL DITCH LATERAL
144TH. CROSS SECTIONS
TODD CREEK TRAIL CROSS SECTIONS
HOLLY STREET CROSS SECTIONS
FAIRFAX SIDEWALK CONTROL PLAN
REGIONAL TRAIL CONTROL PLAN
SIGNAGE & STRIPING
STREET & WATER DETAILS
STORM SEWER DETAILS
1 CV01
2 GN01
3 OA01
4-24 EC01-21
25-27 ECD01-03
28-35 GR01-08
36 OAUT01
37-45 UT01-09
46 PPI01
47-48 PP01-02
49-51 PP03-05
52 PP06
53 PP07
54 PP08
55 PP09
56 PP10
57 PP11
58 PP12
59 PP13
60 PP14
61 PP15
62 PP16
63 PP17
64 PP18
65 PP19
66 PP20
67-70 PP21-24
71-73 PP25-27
74 OSS01
75-79 INT01-05
80-82 RINT01-03
83 RDT01
84 UPI01
85 UP01
86-87 UP02-03
88 UP04
89-90 UP05-06
91 UP07
92 UP08
93 UP9
94 UP10
95 UP11
96 UP12
97 UP13
98 UP14
99 UP15
100 UP16
101 UP17
102-105 UP18-21
106-107 UP22-23
108-110 IRR01-03
111-115 XS01-05
116-117 XS06-07
118-119 XS08-09
120 TP01
121 TP02
122-127 SS01-06
128-132 DT01-05
133-135 DT06-08
VICINITY MAP
SCALE: 1"=2000'
PROJECT
LOCATION
REVISION TABLE
REV NO. DESCRIPTION SHEETS DATE
CV01
CO
VE
R S
HE
ET
1461
E 144TH AVE
HO
LL
Y S
T
CO
LO
RA
DO
B
LV
D
E
-
4
7
0
E 152ND AVE
OWNERS
ENGINEER
AGENCY CONTACT LIST
JANSEN STRAWN, CONSULTING ENGINEERS
45 WEST 2ND AVENUE
DENVER, COLORADO 80223
CITY OF THORNTON
CITY OF THORNTON
9500 CIVIC CENTER DRIVE
THORNTON, COLORADO 80229
UTILITIES
(303) 659-0551
UNITED POWER
500 COOPERATIVE WAY
BRIGHTON, COLORADO 80603
(303) 930-2000
COMCAST
965 E. BRIDGE ST.
BRIGHTON, CO 80602
(303) 389-3600
NOBLE ENERGY PRODUCTION, INC.
1625 BROADWAY SUITE 2000
DENVER, CO 80202
(303) 451-2329
QWEST/CENTURY LINK
12121 GRANT, ROOM 601
THORNTON, CO 80241
(303) 538-7426 EXT 7341
ATTN: BRIAN STOCKTON
(303) 561-3333
ATTN: THOMAS JANSEN
(800) 922-1987
UTILITY NOTIFICATION CENTER OF COLORADO
2801 SOUTH YOUNGFIELD STREET, SUITE 301
GOLDEN, CO 80401
THE TRUE LIFE COMPANIES
1350 17TH STREET, SUITE 350
DENVER, CO 80202
WB PLAY HOLDING, LLC.
10261 ARAPAHOE ROAD
LAFAYETTE, CO 80026
1 CV01
2 GN01
3 CI01
4-12 PP01-PP07
13-19 PP08-PP14
20-21 DT01-DT02
22 PD01
23-24 PD02-PD03
COVER SHEET
GENERAL NOTES & LEGEND
CHANNEL INDEX SHEET
CHANNEL PLAN & PROFILE
CHANNEL CROSS SECTIONS
CHANNEL DETAILS
POND PLAN
POND DETAILS
TODD CREEK CHANNEL PLANS &
REGIONAL DETENTION POND
(720) 771-1442
ATTN: BROCK CHAPMAN
(303) 809-7930
ATTN: BLAKE CARLSON
WORK SHALL BE CONSTRUCTED TO CITY OF THORNTON STANDARDS AND
SPECIFICATIONS. THIS APPROVAL IS FOR CONFORMANCE WITH THESE STANDARDS
AND SPECIFICATIONS AND OTHER CITY REQUIREMENTS. THE DESIGN AND CONCEPT
REMAINS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER OR LANDSCAPE
PROFESSIONAL.
URBAN DRAINAGE AND FLOOD CONTROL DISTRICT
URBAN DRAINAGE AND FLOOD CONTROL DISTRICT
2480 W. 28TH AVE., SUITE 156-B
DENVER, COLORADO 80211
(303) 455-6277
ATTN: JOE WILLIAMS
VARIANCE STANDARD & SPECIFICATION VARIANCE
1 SECTION 104.1.B / 803.1.B MAX 3:1 SLOPES WITHIN DRAINAGE WAY DROPS WITH LIMITS AS SHOWN ON THE DRAINAGE WAY PLANS2 SECTION 104.1.G.1.d / 104.1.H.2.c PIPE LENGTHS REPORTED CENTER TO CENTER OF STRUCTURE3 SECTION 203.6.B / 303.8.A / 303.8.G 7-FT MIN SEPARATION (EDGE-EDGE) BETWEEN SEWER & STORM, WATER LINE ON WEST SIDE OF HOLLY STREET
4 SECTION 305.4 / DRAWING 200-2 WATER SERVICE 5-FEET FROM LOW SIDE LOT LINE & SEWER SERVICE 10-FEET UPSTREAM FROM WATER AS TYPICAL5 SECTION 303.8.G USE OF CONCRETE ENCASEMENT BETWEEN SSMH-A2 7 SSMH-A1.1 ON SHEET UP21 , USE OF FLOW FILL FOR IRRIGATION LATERAL ON IRR03
6 SECTION 303.8.D EXISTING HOLLY STREET FORCE MAIN SEPARATION FROM FUTURE EDGE OF CONCRETE LESS THAN 5' (FORCE MAIN LOCATED WITHIN FUTURE MEDIAN)
7 SECTION 303.9.F / 402.9.B SANITARY & STORM MANHOLES WITHIN CONCRETE RAISED INTERSECTIONS AT 145TH AVE./GRAPE ST., 144TH LN. /DAHLIA ST., 145TH AVE/HUDSON ST.
8 SECTION 402.12.G.1 REGIONAL POND NW OF SIGNAL DITCH PKWY & HOLLY ST 1 X 100YR STORM PLUS 1-FOOT9 SECTION 402.8.A GRATED MANHOLE USED AS TEMPORARY INLET ALONG HOLLY STREET. TO BE MODIFIED TO JUST MH IN FUTURE PHASE
10 SECTION 402.13.A.4.a STORM SEWER BEHIND WALK LESS THAN 5-FEET FROM PROPERTY LINE (STM BOX BASE 02 TO HEADWALL), (STMH-9 TO STMH-10), (STM INLET-29 TO INLET-15)
11 DRAWING 500-3&4 MINIMUM IS LESS THAN 6-FEET AT ROUNDABOUT. STAMPED COLORED CONCRETE PER CITY MEDIAN SPECS12 TABLE 500-2 KNUCKLE PROVIDED AT LOCATION WHERE LESS THAN 150-FEET, 90-FOOT KNUCKLE USED
13 TABLE 500-2 300-FT PER SIDE (150-FEET ALTERNATING) ON 144TH AVE TO OFFSET WITH THE EXISTING LIGHTING ON THE SOUTH SIDE OF THE ROADWAY
14 SECTION 502.3 TANGENT FROM INTERSECTIONS LESS THAN 100-FT AT EUDORA ST/146TH CT, 145TH AVE/ELM, 144TH LN/ ELM, FOREST ST/E 145TH AVE.
15 DRAWING 500-13 RAMPS LOCATED IN LINE WITH RAMPS INSTALLED WITH THE LEWIS POINT DEVELOPMENT. (FAIRFAX / E 144TH AVE) & (HOLLY ST / E 144TH AVE)
16 SECTION 803.1.D NO CONCENTRATED FLOWS EXCEPT AT EMERGENCY POND OVERFLOW. EQUIVALENT FLOWS NOT MORE THAN SINGLE FAMILY LOT.
17 SECTION 810.5 MINIMUM 20MPH DESIGN18 SECTION 402.12.G 12-INCHES OF BURIED SOIL RIP RAP WITH 12-INCHES OF TOP SOIL COVER, AS APPROVED BY UDFCD
19 TABLE 500-2 HOLLY STREET PROFILE GRADE, 2.5% LEADING INTO 146TH AVE
APPROVED VARIANCES FROM CITY STANDARDS AND SPECIFICATIONS:
RELEASED Rachelle Plas FOR CONSTRUCTION
City of Thornton Dev. Eng.
These plans were reviewed forcompliance with City Codes,
Engineer of record is responsiblefor adequacy of design and
ensuring that improvementsmeet all City Codes
09/06/2018
This release is conditional onthe completion andacceptance/release of the FinalDrainage Report and of the ToddCreek Drainageway and RegionalDetention Facility ConstructionPlans.
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HUDSON ST.HUDSON ST.
E. 146T
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.
HOLLY ST.
HOLLY ST.
S
S
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S W S W S W S W S W S W S WSWS W
SW
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2
1
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NOTES:
1. STATIONING ALIGNMENT IS ON THE
SANITARY SEWER MAIN.
2. ALL WYES WILL BE PLUGGED WITH A
STANDARD PVC CAP.
3. ALL WYE & UNDERDRAIN TEE LOCATIONS
WILL BE MARKED WITH A 2 X 4.
8' U.E.
9
810
W
SANITARY
FLOWLINE
R.O.W.
8' U.E.
CL
S
STREET SLOPE
BACK OF WALK
5' TYP.
WATER
W
EOA
S
10' MIN.
OD TO
OD 1.25'
TYP.
STORM
10' TYP.
FIRE HYDRANT
ASSY.
8" GATE VALVE
PLACEMENT
REQUIRED
BETWEEN FIRE
HYDRANTS
WATER
METER
1.5' TYP.
10.0' EDGE OF PIPE
TO EDGE OF PIPE
5.0' MIN. EDGE OF
PIPE TO EDGE OF
ASPHALT
10.0' EDGE OF PIPE TO
EDGE OF PIPE,
7.0' EDGE OF PIPE TO EDGE
OF PIPE BY VARIANCE
SA
N M
H-A
6
ST
A: 31+
20.30
OS
: 1.49 R
N: 776,692.87
E: 162,219.61
SE
RV
IC
E W
YE
ST
A: 31+
46.46
OS
: 0.77 R
N: 776,692.92
E: 162,245.80
SE
RV
IC
E W
YE
ST
A: 32+
12.45
OS
: 0.67 R
N: 776,693.04
E: 162,311.80
SE
RV
IC
E W
YE
ST
A: 32+
78.45
OS
: 0.67 R
N: 776,693.16
E: 162,377.80
SE
RV
IC
E W
YE
ST
A: 31+
35.28
OS
: 0.99 R
N: 776,692.90
E: 162,234.61
SE
RV
IC
E W
YE
ST
A: 32+
02.45
OS
: 0.67 R
N: 776,693.02
E: 162,301.80
SE
RV
IC
E W
YE
ST
A: 32+
73.45
OS
: 0.67 R
N: 776,693.15
E: 162,372.80
SA
N M
H-A
7
ST
A: 36
+56.69
OS
: 0.6
7 L
N: 7
76
,693
.30
E: 162,453.13
SE
RV
IC
E W
YE
ST
A: 3
5+
90.1
0
OS
: 1.47 L
N: 77
6,62
6.71
E: 162,452.46
SE
RV
IC
E W
YE
ST
A: 3
5+
29.07
OS
: 2.17 L
N: 776,56
5.72
E: 16
2,451.84
SE
RV
IC
E W
YE
ST
A: 35+
09.07
OS
: 2.05 L
N: 776,545.72
E: 162,451.64
SE
RV
IC
E W
YE
ST
A: 34+
68.06
OS
: 1
.81 L
N: 776
,504.71
E: 162,451.22
SE
RV
IC
E W
YE
ST
A: 34+
35.86
OS
: 1.62 L
N: 776,472.51
E: 162,450.90
SE
RV
IC
E W
YE
ST
A: 33+
59.85
OS
: 1.18 L
N: 776,396.51
E: 162,450.13
SE
RV
IC
E W
YE
ST
A: 3
3+
39.8
5
OS
: 1.06 L
N: 776,376.51
E: 162,449.92
SE
RV
IC
E W
YE
ST
A: 32+
83.84
OS
: 0.78 L
N: 776,320.50
E: 162,449.31
SE
RV
IC
E W
YE
ST
A: 32+
78.84
OS
: 0.71 L
N: 7
76,3
15.5
0
E: 1
62,4
49.3
1
SE
RV
IC
E W
YE
ST
A: 34+
07
.05
OS
: 1.46
L
N: 776,443.71
E: 1
62,4
50.6
0
SA
N M
H-8
ST
A: 32+
72.43
OS
: 0.67 L
N: 776,309.09
E: 162,449.24
SE
RV
IC
E W
YE
ST
A: 3
2+
23.7
6
OS
: 0.33 L
N: 776,260.41
E: 162,449.28
SE
RV
IC
E W
YE
ST
A: 32+
03.76
OS
: 0.35 L
N: 776,240.41
E: 162,449.30
SE
RV
IC
E W
YE
ST
A: 31+
62.76
OS
: 0.39 L
N: 776,19
9.41
E: 16
2,449.33
SE
RV
IC
E W
YE
ST
A: 31+
31.77
OS
: 0.42 L
N: 776,168.42
E: 162,449.36
SE
RV
IC
E W
YE
ST
A: 31+
01.76
OS
: 0
.45 L
N: 776,138.41
E: 162,44
9.38
SE
RV
IC
E W
YE
ST
A: 30+
56.28
OS
: 0.50 L
N: 776,092.93
E: 162,449.42
SE
RV
IC
E W
YE
ST
A: 30+
40.78
OS
: 0
.52 L
N: 776,077.43
E: 162,449.43
SE
RV
IC
E W
YE
ST
A: 29+
80.28
OS
: 0.58 L
N: 776,016.93
E: 162,449.48
SE
RV
IC
E W
YE
ST
A: 29+
75.28
OS
: 0.58 L
N: 776,011.93
E: 16
2,44
9.49
SA
N M
H-10
ST
A: 17+
56.60
OS
: 0.67 R
N: 775,924.52
E: 162,345.23
SE
RV
IC
E W
YE
ST
A: 17+
29.36
OS
: 6.20 R
N: 775,916.58
E: 162,319.27
SA
N M
H-11
ST
A: 16+
68.12
OS
: 0.67 R
N: 775,899.13
E: 162,262.21
SE
RV
IC
E W
YE
ST
A: 16+
43.61
OS
: 3.46 R
N: 775,881.90
E: 162,245.07
SE
RV
IC
E W
YE
ST
A: 15+
87.57
OS
: 5.46 R
N: 775,837.03
E: 162,214.87
SE
RV
IC
E W
YE
ST
A: 15+
61.51
OS
: 7.04 R
N: 775,813.09
E: 162,207.67
SA
N M
H-12
ST
A: 16+
09.21
OS
: 0.67 R
N: 775,857.81
E: 162,221.12
SA
N M
H-13
ST
A: 15+
20.98
OS
: 0.67 R
N: 775,774.91
E: 162,196.18
SE
RV
IC
E W
YE
ST
A: 15+
05.98
OS
: 0.67 R
N: 775,759.91
E: 162,196.21
SE
RV
IC
E W
YE
ST
A: 15+
00.98
OS
: 0.67 R
N: 775,754.91
E: 162,196.22
SE
RV
IC
E W
YE
ST
A: 14+
36.00
OS
: 0.67 R
N: 775,689.93
E: 162,196.34
SE
RV
IC
E W
YE
ST
A: 13+
65.00
OS
: 0.67 R
N: 775,618.93
E: 162,196.47
SE
RV
IC
E W
YE
ST
A: 12+
94.00
OS
: 0.67 R
N: 775,547.93
E: 162,196.60
SE
RV
IC
E W
YE
ST
A: 12+
89.00
OS
: 0.67 R
N: 775,542.93
E: 162,196.61
SA
N M
H-14
ST
A: 12+
75.14
OS
: 0.67 R
N: 775,529.07
E: 162,196.64
SE
RV
IC
E W
YE
ST
A: 12+
23.00
OS
: 0.67 R
N: 775,476.93
E: 162,196.74
SE
RV
IC
E W
YE
ST
A: 11+
52.00
OS
: 0.67 R
N: 775,405.93
E: 162,196.87
SE
RV
IC
E W
YE
ST
A: 10+
81.00
OS
: 0.67 R
N: 775,334.93
E: 162,197.00
SE
RV
IC
E W
YE
ST
A: 12+
18.00
OS
: 0.67 R
N: 775,471.93
E: 162,196.74
SE
RV
IC
E W
YE
ST
A: 11+
47.00
OS
: 0.67 R
N: 775,400.93
E: 162,196.88
SE
RV
IC
E W
YE
ST
A: 10+
76.00
OS
: 0.67 R
N: 775,329.93
E: 162,197.01
SA
N M
H-11
ST
A: 1
8+
60.9
3
OS
: 0.67 R
N: 775,924.72
E: 162,449.56
*
**
*
*
*
*
*
*
DENOTES NON-TYPICAL
WATER SERVICE LOCATION
U U
SE
RV
IC
E W
YE
ST
A: 16+
12.29
OS
: 1.25 R
N: 775,860.02
E: 162,223.32
9+63 10+00 11+00 12+00 13+00 14+00 15+00
1
6
+
0
0
1
7
+
0
0
18+
00
19+
00
20+
00
21+
00
21+
35
21+8122+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+0033+00
34+00
35+0036+00 37+00 38+00
2
9
+
0
0
3
0
+
0
0
31+
00
32+
00
33+
00
34+
00
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04
ST
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QU
AT
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N:
ST
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60.9
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ST
A: 2
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88.0
6
SE
RV
IC
E W
YE
ST
A: 36+
20
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OS
: 1.11
L
N: 776,656.71
E: 162,4
52.7
6
ST
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N E
QU
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N:
ST
A: 36+
56.69=
ST
A: 33+
53.78
0 30 60 120
SCALE: 1" = 60'
ORIGINAL GRAPHIC SCALE
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
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OF WARE MALCOMB
SHEET
PA / PM:
JOB NO.:
DRAWN BY:
RE
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SD
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Sheet of
DATE:
suite 230
990 south broadw
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denver, co 80209
p 303.561.3333
warem
alcom
b.com
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DCS17-4088
TCJ / TG
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02/19/2018
UT07A
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W:\DCS\17\4088\00\CAD\Exhibits\Scott Construction San Services.dwg, 8/28/2018 10:52:24 AM, AutoCAD PDF (High Quality Print).pc3
Upon review of futurephasing, services may requireabandonment and relocation
based off of the completereview of the construction
plans. Additionally, main linecorrections and additionalmodifications to the layout
may be necessary with reviewof future phases.
Lighting, water services, andstorm have not been reviewed
with this plan and will beevaluated with review of
future phases.
RELEASED Rachelle Plas FOR CONSTRUCTION
City of Thornton Dev. Eng.
These plans were reviewed forcompliance with City Codes,
Engineer of record is responsiblefor adequacy of design and
ensuring that improvementsmeet all City Codes
09/06/2018
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