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LOT 2C
LOT 3C
LOT 4C
LOT 5C
LOT 6C
LOT 7C
LOT 8C
LOT 9C
LOT 10C
LOT 11C
LOT 12C
TRACT "B3"
LOT 1C
LOT 2C
LOT 3C
LOT 4C
LOT 5C
LOT 6C
LOT 7C
LOT 8C
LOT 9C
LOT 1C
LOT 1C
LOT 2C
LOT 3C
LOT 4C
LOT 5C
TRACT "C3"
TRACT "D3"
LOT 2C
LOT 3C
LOT 4C
LOT 5C
LOT 6C
LOT 7C
LOT 8C
LOT 9C
LOT 10C
LOT 11C
LOT 21C
LOT 20C
LOT 19C
LOT 18C
LOT 17C
LOT 16C
LOT 15C
LOT 14C
LOT 13C
LOT 12C
LOT 22C LOT 1C
LOT 2C
LOT 3C
LOT 4C
LOT 5C
LOT 6C
LOT 7C
LOT 8C
LOT 9C
LOT 1C
TRACT "E3"
TRACT "F3"
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C
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LOT 10C
LOT 9C
LOT 11C
LOT 12C
LOT 13C
LOT 14C
LOT 15C
LOT 1C
LOT 2C
LOT 3C
LOT 4C
LOT 5C
LOT 7C
LOT 6C
LOT 8CLO
T 9CLOT 10C
LOT 14CLOT 15C
LOT 13C
LOT 12C
LOT 11C
LOT 18C
LOT 17C
LOT 16C
LOT 19C
LOT 20C
LOT 21C
TRACT "G3"
LOT 2C
LOT 3C
LOT 4C
LOT 5C
LOT 6C
LOT 7C
LOT 8C
LOT 9C
LOT 10C
LOT 15C
LOT 16C
LOT 14C
LOT 13C
LOT 12C
LOT 11C
LOT 1C
TRACT "H3"
LOT 1C
LOT 2C
LOT 3C
LOT 4C
LOT 5C
LOT 6C
LOT 7C
LOT 8C
LOT 9C
LOT 10C
LOT 11C
LOT 12C
LOT 13C
LOT 14C
LOT 15C
LOT 16C
LOT 17C
LOT 18C
LOT 19C
LOT 20C
TRACT "I3"
EAST 98TH PLACE TRACT "J3"
ASH
LANE
T
RA
CT
"J3"
ALBI
ON LA
NE
TR
AC
T "J
3"
EAST 97TH AVENUE TRACT "J3"
BIRCH LA
NE TRACT "J
3"
CLER
MONT
LANE
T
RA
CT
"J3"
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 4
BLOCK 5
BLOCK 6
BLOCK 7
BLOCK 8
BLOCK 8
BLOCK 9
BLOCK 10
TRACT "F3"
TRACT "F3"
BLOCK 2, RIVER VALLEY VILLAGESUBDIVISION - AMENDMENT NO. 2
TRACT "B2", RIVER VALLEY VILLAGESUBDIVISION - AMENDMENT NO. 2
EAST 96TH WAY
CLERMONT STREET
LOT
1, B
LOCK
19
RIVE
R VA
LLEY
VIL
LAGE
SUBD
IVIS
ION
UNPLATTED
COLO
RADO
BOU
LEVA
RD
3
3
3
3
1
2
1
1
1
2
2
20'
9'
20'
9'
5
9
5
9
5
9
4
4
6
7
10
8
11
7
12
12
E-021-16WAB, DRA, JDP
Horz.:
Checked by:
WAB, DRA
JDP
Sheet No.:
Drawn by:
Scale:
Vert.:
Date:
Engineering No.:Designed by:
Pre
pa
red
Fo
r:
RIV
ER V
ALLE
Y VI
LLAG
E SU
BDIV
ISIO
N -
AMEN
DM
ENT
NO
. 3SI
TUAT
ED IN
TH
E SW
1/4
OF
SEC
TIO
N 1
8, T
.2S.
, R.6
7W. O
F TH
E 6T
H P
.M.
CIT
Y O
F TH
OR
NTO
N, C
OU
NTY
OF
ADAM
S, S
TATE
OF
CO
LOR
ADO
CO
RN
ER
STO
NE
TO
WN
HO
ME
S II -
CIV
IL C
DS
1100
1 W
EST
120T
H A
VEN
UE
AS
CE
NT B
UIL
DE
RS
, IN
C.
ATTN
: JAS
ON
BR
OW
N
BRO
OM
FIEL
D. C
OLO
RAD
O 8
0021
PHO
NE:
(303
) 459
-494
7
befo
re yo
u d
ig
.
Kn
ow
w
hat's
belo
w.
Call
CAL
L 2
BUSI
NES
S D
AYS
IN A
DVA
NC
E BE
FOR
E YO
U D
IG, G
RAD
E, O
R
EXC
AVAT
E FO
R T
HE
MAR
KIN
G O
F U
ND
ERG
RO
UN
D M
EMBE
R U
TILI
TIES
1-8
00
-9
22
-1
98
7
WW
W.U
NC
C.O
RG
CA
LL
8
11
WW
W.C
AL
L811.C
OM
Or T
he O
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all C
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olor
ado
COLORADO REG I STERED
PRO F E S S I O N A L E NG I NE ER
28427
N
NYL A
E ABA. RY
W T
Prepared Under The Direct Supervision Of:
Weylan A. Bryant, P.E. No. 28427For and on behalf of Engineering Service Company, Inc.
Desc
riptio
n:
No.:
Date
:1
INIT
IAL C
ON
ST
RU
CT
ION
PLA
N R
EV
IEW
SU
BM
ITT
AL
01/2
4/2
017
05/04/2017
2S
EC
ON
D C
ON
ST
RU
CT
ION
PLA
N R
EV
IEW
SU
BM
ITT
AL
05/0
4/2
017
C I
V I
L E
N G
I N
E E
R S
| L
A N
D S
U R
V E
Y O
R S
1419
0 E
ast E
vans
Ave
nue
Aur
ora
, Co
lora
do
800
14
engi
neer
ings
ervi
ceco
.co
m
P 3
03.3
37.1
393
F 30
3.33
7.74
81T
/F 1
.877
.273
.065
9C
reat
ive
Sol
utio
ns S
ince
195
4
EN
GIN
EE
RIN
GS
ER
VIC
EC
OM
PA
NY
SIG
NA
GE
& S
TR
IPIN
G P
LA
N
1"=50'N.A.
C3.6
ADAMS COUNTY BM #208 - 3” DIAMETER ALUMINUM CAP SURVEY MARK STAMPED “95.0208 1995 2S68WS13” SET IN THE TOP OF A 5/8” FINNED ALUMINUM ROD ENCASED IN A 6” PVC PIE WITH A LOGO CAP ATTHE NORTHWEST CORNER OF COLORADO BOULEVARD AND EAST 100TH AVENUE. 146' NORTH OF THECENTERLINE OF 100TH AVENUE AND 134' WEST OF THE CENTERLINE OF COLORADO BOULEVARD.ELEVATION = 5220.58 FEET (NAVD 1988 DATUM)
1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITYCOMPANIES, A UTILITY LOCATOR SERVICE AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. THE INFORMATION IS NOT TO BE RELIED ON AS EXACT OR COMPLETE. THE CONTRACTORMUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATIONTO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.
2. ALL CONSTRUCTION OR CONSTRUCTION STAKING FOR THIS PROJECT SHALL BE DONE PER THESIGNED AND APPROVED CIVIL CONSTRUCTION PLANS. ENGINEERING SERVICE COMPANY IS NOTLIABLE FOR ANY DISCREPANCIES BETWEEN ANY BID SET AND/OR BUILDING SET AND THEAPPROVED CIVIL CONSTRUCTION PLANS.
3. STRIPING ON NEW PAVEMENT SURFACES SHALL BE INLAID PREFORMED PLASTIC PER THORNTONSPECIFICATIONS. PARKING STALL STRIPING SHALL BE 4" WHITE. FOR OTHER STRIPING REFER TOCOT DETAILS 700-15C, 700-18, 700-19 & 700-20A.
4. STRIPING ON EXISTING PAVEMENT SURFACES SHALL BE APPLIED WITH AN EPOXY BINDER.
5. STREET NAME SIGNS FOR PRIVATE STREETS MAY NOT INCLUDE THE CITY OF THORNTON SYMBOL.
BENCHMARK:
GENERAL NOTES:
Scale: 1" = 50'
0 15
5 30
50 100
75
R1-1 (COT DET #700-12, STOP SIGN WITH STREET NAMES ABOVE)
COT DET #700-20A, SPEED CONTROL AHEAD, 30"x30"
MUTCD DET #W14-1, DEAD END, 24"X24"
1
2
3
4
SIGN SCHEDULE:R1-1 (COT DET #700-12, STOP SIGN WITH STREET NAMES ABOVE)
R1-1 (COT DET #700-12, STOP SIGN WITH STREET NAMES ABOVE)(W14-1a ABOVE STREET NAME)
MUTCD DET #OM-3, 18"X18"5
MUTCD DET #W2-6, 30"X30" & W13-1-15, 18"X18"6
MUTCD DET #W11-2, 30"X30" & W16-PL, 24"X24"7
EXISTING R6-48
9
MUTCD DET #R1-2, 36" (YIELD SIGN WITH STREET NAME ABOVE)10
MUTCD DET #R1-2, YIELD, 36"11
MUTCD DET #R7-8, HANDICAP PARKING12
NO PARKING, FIRE LANE WITH DOUBLE ENDED ARROW
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0C
LO
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1C
TR
AC
T "A
3"
LOT 2C
LOT 3C
LOT 4C
LOT 5C
LOT 6C
LOT 7C
LOT 8C
LOT 9C
LOT 10C
LOT 11C
LOT 12C
TRACT "B3"
LOT 1C
LOT 2C
LOT 3C
LOT 4C
LOT 5C
LOT 6C
LOT 7C
LOT 8C
LOT 9C
LOT 1C
LOT 1C
LOT 2C
LOT 3C
LOT 4C
LOT 5C
TRACT "C3"
TRACT "D3"
LOT 2C
LOT 3C
LOT 4C
LOT 5C
LOT 6C
LOT 7C
LOT 8C
LOT 9C
LOT 10C
LOT 11C
LOT 21C
LOT 20C
LOT 19C
LOT 18C
LOT 17C
LOT 16C
LOT 15C
LOT 14C
LOT 13C
LOT 12C
LOT 22C LOT 1C
LOT 2C
LOT 3C
LOT 4C
LOT 5C
LOT 6C
LOT 7C
LOT 8C
LOT 9C
LOT 1C
TRACT "E3"
TRACT "F3"
LO
T 8
C
LO
T 7
C
LO
T 6
C
LO
T 5
C
LO
T 4
C
LO
T 3
C
LO
T 2
C
LO
T 1
C
LOT 10C
LOT 9C
LOT 11C
LOT 12C
LOT 13C
LOT 14C
LOT 15C
LOT 1C
LOT 2C
LOT 3C
LOT 4C
LOT 5C
LOT 7C
LOT 6C
LOT 8C
LOT 9C
LOT 10C
LOT 14CLOT 15C
LOT 13C
LOT 12C
LOT 11C
LOT 18C
LOT 17C
LOT 16C
LOT 19C
LOT 20C
LOT 21C
TRACT "G3"
LOT 2C
LOT 3C
LOT 4C
LOT 5C
LOT 6C
LOT 7C
LOT 8C
LOT 9C
LOT 10C
LOT 15C
LOT 16C
LOT 14C
LOT 13C
LOT 12C
LOT 11C
LOT 1C
LOT 1C
LOT 2C
LOT 3C
LOT 4C
LOT 5C
LOT 6C
LOT 7C
LOT 8C
LOT 9C
LOT 10C
LOT 11C
LOT 12C
LOT 13C
LOT 14C
LOT 15C
LOT 16C
LOT 17C
LOT 18C
LOT 19C
LOT 20C
EAST 98TH PLACE TRACT "J3"
ASH
LANE
T
RA
CT
"J3"
ALBI
ON LA
NE
TR
AC
T "J
3"
EAST 97TH AVENUE TRACT "J3"
BIRCH LA
NE TRACT "J
3"
CLER
MONT
LANE
T
RA
CT
"J3"
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 4
BLOCK 5
BLOCK 6
BLOCK 7
BLOCK 8
BLOCK 8
BLOCK 9
BLOCK 10
TRACT "F3"
TRACT "F3"
BLOCK 2, RIVER VALLEY VILLAGESUBDIVISION - AMENDMENT NO. 2
TRACT "B2", RIVER VALLEY VILLAGESUBDIVISION - AMENDMENT NO. 2
EAST 96TH WAY
CLERMONT STREET
LOT
1, B
LOCK
19
RIVE
R VA
LLEY
VIL
LAGE
SUBD
IVIS
ION
UNPLATTED
COLO
RADO
BOU
LEVA
RD
E-021-16WAB, DRA, JDP
Horz.:
Checked by:
WAB, DRA
JDP
Sheet No.:
Drawn by:
Scale:
Vert.:
Date:
Engineering No.:Designed by:
Pre
pa
red
Fo
r:
RIV
ER V
ALLE
Y VI
LLAG
E SU
BDIV
ISIO
N -
AMEN
DM
ENT
NO
. 3SI
TUAT
ED IN
TH
E SW
1/4
OF
SEC
TIO
N 1
8, T
.2S.
, R.6
7W. O
F TH
E 6T
H P
.M.
CIT
Y O
F TH
OR
NTO
N, C
OU
NTY
OF
ADAM
S, S
TATE
OF
CO
LOR
ADO
CO
RN
ER
STO
NE
TO
WN
HO
ME
S II -
CIV
IL C
DS
1100
1 W
EST
120T
H A
VEN
UE
AS
CE
NT B
UIL
DE
RS
, IN
C.
ATTN
: JAS
ON
BR
OW
N
BRO
OM
FIEL
D. C
OLO
RAD
O 8
0021
PHO
NE:
(303
) 459
-494
7
befo
re yo
u d
ig
.
Kn
ow
w
hat's
belo
w.
Call
CAL
L 2
BUSI
NES
S D
AYS
IN A
DVA
NC
E BE
FOR
E YO
U D
IG, G
RAD
E, O
R
EXC
AVAT
E FO
R T
HE
MAR
KIN
G O
F U
ND
ERG
RO
UN
D M
EMBE
R U
TILI
TIES
1-8
00
-9
22
-1
98
7
WW
W.U
NC
C.O
RG
CA
LL
8
11
WW
W.C
AL
L811.C
OM
Or T
he O
ne-c
all C
ente
r Of C
olor
ado
COLORADO REG I STERED
PRO F E S S I O N A L E NG I NE ER
28427
N
NYL A
E ABA. RY
W T
Prepared Under The Direct Supervision Of:
Weylan A. Bryant, P.E. No. 28427For and on behalf of Engineering Service Company, Inc.
Desc
riptio
n:
No.:
Date
:1
INIT
IAL C
ON
ST
RU
CT
ION
PLA
N R
EV
IEW
SU
BM
ITT
AL
01/2
4/2
017
05/04/2017
2S
EC
ON
D C
ON
ST
RU
CT
ION
PLA
N R
EV
IEW
SU
BM
ITT
AL
05/0
4/2
017
C I
V I
L E
N G
I N
E E
R S
| L
A N
D S
U R
V E
Y O
R S
1419
0 E
ast E
vans
Ave
nue
Aur
ora
, Co
lora
do
800
14
engi
neer
ings
ervi
ceco
.co
m
P 3
03.3
37.1
393
F 30
3.33
7.74
81T
/F 1
.877
.273
.065
9C
reat
ive
Sol
utio
ns S
ince
195
4
EN
GIN
EE
RIN
GS
ER
VIC
EC
OM
PA
NY
OV
ER
ALL U
TIL
ITY P
LA
N
1"=50'N.A.
C4.1
ADAMS COUNTY BM #208 - 3” DIAMETER ALUMINUM CAP SURVEY MARK STAMPED “95.0208 1995 2S68WS13” SET IN THE TOP OF A 5/8” FINNED ALUMINUM ROD ENCASED IN A 6” PVC PIE WITH A LOGO CAP ATTHE NORTHWEST CORNER OF COLORADO BOULEVARD AND EAST 100TH AVENUE. 146' NORTH OF THECENTERLINE OF 100TH AVENUE AND 134' WEST OF THE CENTERLINE OF COLORADO BOULEVARD.ELEVATION = 5220.58 FEET (NAVD 1988 DATUM)
1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITYCOMPANIES, A UTILITY LOCATOR SERVICE AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. THE INFORMATION IS NOT TO BE RELIED ON AS EXACT OR COMPLETE. THE CONTRACTORMUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATIONTO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.
2. ALL CONSTRUCTION OR CONSTRUCTION STAKING FOR THIS PROJECT SHALL BE DONE PER THESIGNED AND APPROVED CIVIL CONSTRUCTION PLANS. ENGINEERING SERVICE COMPANY IS NOTLIABLE FOR ANY DISCREPANCIES BETWEEN ANY BID SET AND/OR BUILDING SET AND THEAPPROVED CIVIL CONSTRUCTION PLANS.
3. ALL STORM SEWER IS PRIVATE AND IS DESIGNED FOR A 100-YEAR EVENT.
BENCHMARK:
GENERAL NOTES:
Scale: 1" = 50'
0 15
5 30
50 100
75
1
2345
6
7
89
10
1112
1314
15
16
17
18
19
20
2122
23
24
25 2627
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
46
47
48
49
50
5152
53
54
55
56
EXIST. SANITARY SEWER LINE
EXIST. STORM SEWER LINE
EXIST. WATER LINE
PROP. STORM SEWER LINE
EXIST. GAS LINE
EXIST. FIBER-OPTIC LINE
EXIST. ELECTRICAL LINE
EXIST. TELEPHONE LINE
PROP. SANITARY SEWER LINE
PROP. WATER LINE
EXIST. FIRE HYDRANT
EXIST. WATER METER
EXIST. MANHOLE
EXIST. LIGHT POLE
EXIST. STREET LIGHT
EXIST. TELEPHONE PEDESTAL
EXIST. WATER VALVE
PROP. FIRE HYDRANT
PROP. MANHOLE
PROP. WATER METER
PROP. WATER VALVE
LEGEND
1 PROP. STORM MH #1.1
2 PROP. STORM MH #1.2
3 PROP. STORM MH #1.3
4 PROP. STORM MH #1.4
5 PROP. STORM MH #1.5
6 PROP. STORM MH #1.6
7 PROP. STORM MH #1.7
8 PROP. 5’ TYPE R INLET #1.8
9 PROP. 5’ TYPE R INLET #1.9
10 PROP. 5’ TYPE R INLET #1.2.1
11 PROP. 5’ TYPE R INLET #3.1
12 PROP. 5’ TYPE R INLET #3.2
13 PROP. 5’ TYPE R INLET #4.1
14 PROP. 5’ TYPE R INLET #4.2
15 PROP. 5’ TYPE R INLET #2.1
16 PROP. 5’ TYPE R INLET #2.3
17 PROP. 5’ TYPE R INLET #2.4
18 PROP. 5’ TYPE R INLET #2.5
19 PROP. 5’ TYPE R INLET #2.6
20 PROP. UNDERDRAIN LINE
21 PROP. SAN MH #1.1
22 PROP. SAN MH #1.2
23 PROP. SAN MH #1.3
24 PROP. SAN MH #1.4
25 PROP. SAN MH #1.5
26 PROP. SAN MH #1.6
27 PROP. SAN MH #1.7
28 PROP. SAN MH #1.8
29 PROP. SAN MH #2.1
30 PROP. SAN MH #2.2
31 PROP. SAN MH #3.1
32 PROP. SAN MH #3.2
33 PROP. SAN MH #3.3
34 PROP. SAN MH #3.4
35 PROP. SAN MH #4.1
36 PROP. SAN MH #4.2
37 PROP. SAN MH #4.3
38 PROP. SAN MH #5.1
39 PROP. SAN MH #5.2
40 PROP. SAN MH #6.1
41 PROP. SAN MH #6.2
42 PROP. SAN MH #6.3
43 PROP. FIRE HYDRANT #1.4.1
44 PROP. FIRE HYDRANT #1.8.1
45 PROP. FIRE HYDRANT #1.11.1
46 PROP. FIRE HYDRANT #2.2.1
47 PROP. FIRE HYDRANT #2.3.1
48 PROP. FIRE HYDRANT #3.1.1
49 PROP. FIRE HYDRANT #3.6.1
50 PROP. FIRE HYDRANT #4.3.1
51 PROP. FIRE HYDRANT #5.1.1
52 PROP. FIRE HYDRANT #5.5.1
53 PROP. FIRE HYDRANT #6.3.1
54 PROP. FIRE HYDRANT #6.5.1
55 PROP. FIRE HYDRANT #6.6.1
56 PROP. FIRE HYDRANT #7.3.1
UTILITY PLAN SCHEDULE:
45
57
57 PROP. STORM MH #2.2
PROP. STREET LIGHT
E1
E1
E2
E3
E1
E4
E1
E1
E5E6
E5
E5
E5 E5
E5
E6
E5
E5
E5
E5
E5
E5
E5
E5
EASEMENT SCHEDULE:E1 EXIST. 8’ UTILITY EASEMENT, (REC. NO. 2016000099450)
E2 EXIST. QWEST EASEMENT, (REC. NO. C1086157)
E3 EXIST. SLOPE EASEMENT, (BK.5464~PG.247)
E4 EXIST. 75’ DITCH EASEMENT, (REC. NO. 20060424000412170)
E5 PROP. UTILITY EASEMENT
E6 PROP. EXCLUSIVE WATER EASEMENT
E-021-16WAB, DRA, JDP
Horz.:
Checked by:
WAB, DRA
JDP
Sheet No.:
Drawn by:
Scale:
Vert.:
Date:
Engineering No.:Designed by:
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COLORADO REG I STERED
PRO F E S S I O N A L E NG I NE ER
28427
N
NYL A
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W T
Prepared Under The Direct Supervision Of:
Weylan A. Bryant, P.E. No. 28427For and on behalf of Engineering Service Company, Inc.
Desc
riptio
n:
No.:
Date
:1
INIT
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