city and county of denver by mwg date · pdf filed-o4-323-cs.dwg aks aks aks park hill storm,...
TRANSCRIPT
SITE
N D
AH
LIA
S
T
I-70
N C
OL
OR
AD
O B
LV
D
E 48TH AVE
N H
OL
LY
S
T
S
M
IT
H
R
D
I-
7
0
S
T
A
P
L
E
T
O
N
D
R
IV
E
N
S
T
A
P
L
E
T
O
N
D
R
IV
E
S
S
M
I
T
H
R
D
PHASE IV-A
PHASE V
BASE BID
ADD ALT. 1
ADD ALT. 2
ADD ALT. 2
PHASE V B
BASE BID
ADD ALT. 1
N H
OL
LY
S
T
1 OF 17
MAY 2016
D-O4-323-CS.dwg
AKS
AKS
AKS
PARK
HIL
L ST
ORM
, PHA
SE V
----
----
CO
VE
R S
HE
ET
MW
G8
-2
3-1
3P
CO
1
00
% S
UB
MIT
TA
L1
MANAGER OF PUBLIC WORKS
DIVISION OF SMALL BUSINESS OPPORTUNITY
SUBMITTED BY:
THROUGH:
DATE:
DATE:
DIRECTOR OF ENGINEERING
PROJECT DESIGN ENGINEER
APPROVED:
APPROVED:
APPROVED: DATE:
DATE:
DATE:
CITY ENGINEER
CITY AND COUNTY OF DENVER
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
PILAR NO. ----
PCO NO. ----
PARK HILL STORM, PHASE V
PCO #2010-0087
SHEET INDEX
SHEET NO. SHEET TITLE
1COVER SHEET
2GENERAL NOTES
3 SANITARY PLAN & PROFILE 25+50 TO 34+00
4 SANITARY PLAN & PROFILE 34+00 TO 43+00
5SANITARY PLAN & PROFILE 43+00 TO 52+50
6SANITARY PLAN & PROFILE 52+50 TO 55+00
7SAN-2 SAN-3 & SAN-4 PLAN & PROFILE
8SAN-5 & SAN-6 PLAN & PROFILE
9STORM PLAN & PROFILE 25+50.00 TO 34+00.00
10STORM PLAN & PROFILE 34+00.00 TO 43+00.00
11STORM PLAN & PROFILE 43+00.00 TO 52+00
12STORM PLAN & PROFILE 52+00.00 TO 55+00.00
13 STORM LATERALS PLAN AND PROFILE
14PAVING PLAN
15 MEDIAN PLAN
16 MEDIAN DETAIL
17DETAILS
VICINITY MAP
NTS
PROJECT BENCH MARK (TVP-145)
N 1/4 CORNER S19, ALUMINUM CAP IN BOX
IN SOUTH BOUND LANE OF DAHLIA ST.
± 70 NORTH OF NW CORNER OF
48TH AVE AND DAHLIA ST.
ELEVATION=5235.49 (NGVD 29)
NO.
DESC
RIPT
ION
OF R
EVIS
IONS
DATE
BY
CIT
Y A
ND
CO
UN
TY O
F D
ENV
ERD
EPA
RTM
ENT
OF
PUB
LIC
WO
RK
SEN
GIN
EER
ING
DIV
ISIO
N C
API
TAL
PRO
JEC
T M
AN
AG
EMEN
T20
00 W
. 3R
D A
VE.
DEN
VER
, CO
802
23TE
L.: (
303)
446
-361
7 F
AX
: (30
3) 4
46-3
647
CALL
UNC
CTW
O W
ORKI
NG D
AYS
BEFO
RE Y
OU D
IG1-
800-
922-
1987
UTIL
ITY
NOTI
FICA
TION
CEN
TER
OFCO
LORA
DOD
E N
V E
RTH
E M
ILE
HIGH
CIT
Y
D E N V E RTHE MILE HIGH CITY
PROJECT BENCH MARK
CCD BM 445 BRASS CAP IN TOP OF CURB
SOUTHEAST CORNER OF DAHLIA ST
AND STAPLETON DRIVE SOUTH
ELEVATION=5247.10
VERTICAL DATUM NGVD 29
DRAFT 95%NOT FOR CONSTRUCTION
2 OF 17
MAY 2016
D-O4-323-CS.dwg
AKS
MWG
MWG
PARK
HIL
L ST
ORM
, PHA
SE V
----
----
GE
NE
RA
L N
OT
ES
MW
G8
-2
3-1
3P
CO
1
00
% S
UB
MIT
TA
L1
ADDITIONAL NOTES
1. ALL RCP SHALL MEET THE ASTM C-76 SPECIFICATION.
2. ALL RCP SHALL BE CLASS Iii UNLESS NOTED OTHERWISE.
3. ALL SURFACE WORK SHALL DONE PER CCD TRASPORTATION STANDARD DETAILS.
4. CONTRACTOR IS REQUIRED TO COORDINATE BUS STOPS AND BUS ROUTES WITH CCD TES AND RTD DURING CONSTUCTION.
5. THE CONTRACTOR SHALL PROOF ROLL THE COMPLETED EMBANKMENT, SUBGRADE CONDITIONING OR ROADWAY SUBGRADE TO
DETERMINE IF ANY SOFT, YIELDING OR OTHERWISE UNACCEPTABLE AREAS EXIST. THE INTENT IS TO ACHIEVE A STABLE PLATFORM FOR
THE PROPER PLACEMENT OF EMBANKMENT OR PAVEMENTS. THE ENGINEER MAY REQUIRE A WITNESS BE PRESENT DURING THE PROOF
ROLL TO VERIFY AREAS TO BE CORRECTED, AND REQUIRE A LOAD VERIFICATION OF THE PROOF ROLLER FROM THE CONTRACTOR. ANY
AREAS WHICH SHOW DEFLECTIONS THAT ARE NON UNIFORM OR IN EXCESS OF 0.5 INCH SHALL BE REWORKED AS APPROVED, OR
REMOVED AND REPLACED WITH APPROVED MATERIAL WITHOUT ADDITIONAL PAYMENT.
A. ALL REWORKED AREAS SHALL BE RETESTED FOR MOISTURE AND COMPACTION, AND PROOF ROLLED AGAIN AFTER THE SUBGRADE
HAS BEEN SHAPED TO THE FINAL GRADE AND CROSS SECTION.
B. THE PROOF ROLLER SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE A PNEUMATIC TIRED VEHICLE WITH TIRE
PRESSURES OF AT LEAST 100 PSI CAPABLE OF APPLYING GROUND LOADS OF AT LEAST 18,000 POUNDS PER AXLE. THE PROOF
ROLLER SHALL BE OPERATED BETWEEN 2 AND 6 MILES PER HOUR, AND SHALL ACHIEVE COMPLETE COVERAGE OF THE AREA TO
BE CONSTRUCTED WITH EMBANKMENT OR PAVEMENT MATERIALS.
C. UPON APPROVAL OF THE PROOF ROLLING; THE NEXT SOIL, AGGREGATE OR PAVEMENT LAYER SHALL BE PLACED PRIOR TO
MOISTURE OR WEATHER OR OTHER FACTORS AFFECTING THE SURFACE CONDITIONS OF THE SUBGRADE. ANY LAPSE OF MORE
THAN 24 HOURS SHALL BE APPROVED BY THE ENGINEER, OR ANOTHER PROOF ROLL WILL BE REQUIRED.
6. COMPACTION OF TOP TWO FEET OF STREET PAVING SUBGRADE IN TRENCHES SHALL MEET 95% MODIFIED PROCTOR COMPACTION, WITHIN
2% OF OPTIMUM MOISTURE BY AASHTO T-180 FOR GRANULAR SUBGRADE (A-1 THROUGH A-5), OR 95% STANDARD PROCTOR COMPACTION,
WITHIN 2% OF OPTIMUM MOISTURE BY AASHTO T-99 FOR COHESIVE CLAY OR SILT (A-6 OR A-7) TYPES OF SOIL SUBGRADE. THE T-99
METHOD MAY BE ALLOWED FOR NON-SWELLING MIXED SOILS (A-4 OR A-5). RECONDITION ON THE 12" OF OTHER SUBGRADE THAT MAY BE
EXPOSED AFTER ROTOMILL OR OUTSIDE THE TRENCH, TO THE PROPER MOISTURE AND COMPACTION LIMITS, PRIOR TO PAVING.
7. PUC DOCKET NUMBER 10A-433R: CLOSING BNSF RAILROAD CROSSING AT NORTH DAHLIA STREET BETWEEN EAST 46TH AVENUE AND EAST
48TH AVENUE AT MILE POST 7.
8. CONTRACTOR SHALL REPLACE ALL EXISTING PAVEMENT STRIPING AND SHALL COORDINATE WITH TRAFFIC ENGINEERING SERVICES PRIOR
TO INSTALLING STRIPING.
9. CONTRACTOR SHALL COORDINATE WITH DENVER FIRE IF THEY MUST REMOVE/REPLACE FIRE SUPPRESSION LINES.
ABBREVIATIONS
APPROX - APPROXIMATELY
CL - CENTER LINE
CCD - CITY AND COUNTY OF DENVER
CFS - CUBIC FEET PER SECOND
C & G - CURB AND GUTTER
C G & SW - CURB, GUTTER, & SIDEWALK
CH - CURB HEAD
CIP- CORRUGATED IRON PIPE (WATER)
CPM. - CAPITAL PROJECTS MANAGEMENT
DIP - DUCTILE IRON PIPE (WATER)
DT- DECIDUOUS TREE
DW - DENVER WATER BOARD
E - EAST
EF - EACH FACE
E.G.L. - ENERGY GRADE LINE
EOA - EDGE OF ASPHALT
ES - EACH SIDE
EX- EXISTING
EW - EACH WAY
FG - FINAL GRADE
FL - FLOW LINE
FO - FIBER OPTIC LINE
G - GAS
H.G.L. - HYDRAULIC GRADE LINE
I - INLET
INV. - INVERT
LF- LINEAR FEET
MH - MANHOLE
MJ- MECHANICAL JOINT
N - NORTH
NTS - NOT TO SCALE
OHE - OVERHEAD ELECTRIC LINE
PL - PROPERTY LINE
PVC - PLY VINYL CHLORIDE
q - DESIGN FLOW
Qfull - FULL FLOW CAPACITY
RCBC - REINFORCED CONCRETE BOX CULVERT
RCP - REINFORCED CONCRETE PIPE
R.L. - RANGE LINE
S - SOUTH
STM - STORM SEWER
SS - SANITARY SEWER
SW - SIDEWALK
TELE- TELEPHONE LINE
TOC - TOP OF CONCRETE
T.O.P. - TOP OF PIPE
T.O.W. - TOP OF WALL
TYP. - TYPICAL
UE - UNDERGROUND ELECTRIC LINE
U.N.O. - UNLESS NOTED OTHERWISE
VCP - VITRIFIED CLAY PIPE
W - WEST
WAT - WATER
WMD - WASTEWATER MANAGEMENT DIVISION
7'
EXISTING FEATURES LEGEND
EXISTING STREET LIGHT
EXISTING UTILITY/POWER POLE
EXISTING GUY WIRE
EXISTING TRAFFIC POLE
EXISTING TRAFFIC CONTROL BOX
EXISTING TRAFFIC CONTROL SWITCH BOX
EXISTING ELECTRIC METER
EXISTING ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING WATER MH
EXISTING WATER METER
EXISTING GAS MANHOLE
EXISTING STORM INLETS
EXISTING STREET SIGN
EXISTING POST
EXISTING TRASH RECEPTACLE
EXISTING TRASH DUMPSTER
EXISTING BUS BENCH
EXISTING MAIL BOX
EXISTING NEWSPAPER BOX
EXISTING TELEPHONE MH
EXISTING TELEPHONE BOX
EXISTING TELEPHONE BOOTH
EXISTING TREE
EXISTING SHRUB
SURVEY FEATURES LEGEND
BENCHMARK
CHISELED 'X'
TRAVERSE POINT
RANGE POINT
LAND CORNER
PIN & CAP
REBAR
EASEMENT LINE
SECTION LINNE
PROPERTY LINE (NOT R.OW.)
RANGELINE
R.O.W. LINE
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING STORM LINE W/MANHOLE
EXISTING SANITARY LINE W/MANHOLE
EXISTING UNDERGROUND TELEPHONE LINE
EXISTING OVERHEAD TELEPHONE LINE
EXISTING TRAFFIC CONTROL LINE
EXISTING UNDERGROUND ELECTRIC
EXISTING OVERHEAD ELECTRIC
EXISTING FENCE
EXISTING 5' INTERVAL CONTOUR
EXISTING 1' INTERVAL CONTOUR
PROPOSED FEATURES LEGEND
PROPOSED NO. 16 STORM INLET
PROPOSED NO. 14 STORM INLET
PROPOSED STORM SEWER W/MANHOLE
PROPOSED 5' INTERVAL CONTOUR
PROPOSED 1' INTERVAL CONTOUR
PROPOSED CURB & GUTTER
PROPOSED GUTTER
PROPOSED WATER
PROPOSED WATER VALVE
PROPOSED WATER REDUCER
PROPOSED WATER BENDS AND/OR TEES
PROPOSED GRASS AND/OR MULCH-
REPLACE EXISTING LANDSCAPING MATERIAL
PROPOSED CONCRETE UNLESS SPECIFIED OTHERWISE
PROPOSED CURB RAMP
PROPOSED DRAINAGE FLOW ARROW
GENERAL NOTES :
1. CONTRACTORS PERFORMING WORK ON ANY WASTEWATER FACILITY OR APPURTENANCE MUST BE PROPERLY LICENSED AND HAVE A
LICENSED PLUMBER OR DRAINLAYER ON SITE DURING THE WORK. (GENERAL CONTRACT CONDITIONS (G.C.C.) 317.1)
2. THE CURRENT EDITION OF THE WASTEWATER MANAGEMENT DIVISION STANDARD DETAILS SHALL APPLY TO ALL WORK AND WILL BE THE
EDITION CURRENT AS OF THE ADVERTISEMENT DATE. THE CONTRACTOR MUST BE IN POSSESSION OF THE STANDARD DETAILS AT THE
PRE-CONSTRUCTION CONFERENCE AND A COPY MUST REMAIN ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION.
WASTEWATERMANAGEMENT DIVISION STANDARD DETAILS CAN BE OBTAINED AT WWW.DENVERGOV.ORG(SPECIAL CONTRACT
CONDITIONS (SC-1), CONTRACT FORM - 8 (APPLICABLE LAWS)
3. THE CONTRACT SPECIFIED EDITION OF THE CITY AND COUNTY OF DENVER'S TRANSPORTATION STANDARDS AND DETAILS FOR THE
ENGINEERING DIVISION SHALL BE FOLLOWED FOR ALL ROADWAY WORK IN THE PLAN SET AND WILL BE THE EDITION CURRENT AS OF THE
ADVERTISEMENT DATE. THESE STANDARDS AND DETAILS CAN BE OBTAINED AT WWW. DENVERGOV.ORG (SC-1, CONTRACT FORM - 8
(APPLICABLE LAWS))
4. THE CONSTRUCTION ACTIVITIES STORMWATER DISCHARGE PERMITS (STATE AND LOCAL FLOODPLAIN PERMITS), STREET-CUT PERMIT,
AND STREET OCCUPANCY PERMIT (INCLUDING THE ASSOCIATED TRAFFIC CONTROL PLANS) MAY BE REQUIRED AND IT IS THE
CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL OF THESE PERMITS. APPROVED COPIES OF ALL REQUIRED PERMITS MUST BE SUBMITTED
TO THE CITY CONSTRUCTION PROJECT MANAGER PRIOR TO THE START OF CONSTRUCTION. (G.C.C. 301.2, 317.1 & 317.2& 317.5; CONTRACT
FORM - 8 (APPLICABLE LAWS))
5. A PARKS PERMIT WILL BE REQUIRED FOR ANY WORK OR OCCUPANCY OF PARK LAND, THIS INCLUDES BUT IS NOT LIMITED TO:
DESIGNATED CITY PARKS, PARKWAYS, OPEN SPACE, TRAILS AND BIKE PATHS. (G.C.C. 301.2, 317.1 & 317.2& 317.5; CONTRACT FORM - 8
(APPLICABLE LAWS)
6. ALL DESIGN DRAWINGS PROVIDED AS PART OF THIS CONTRACT ARE FORMATTED FOR PRINTING FULL SIZE, ON STANDARD 22 X 34 INCH
(ANSI D) PAPER SIZE AND TO HALF-SIZE (AND SCALE WHERE APPROPRIATE) ON STANDARD 11 X 17 PAPER SIZE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO ENSURE THAT HARD COPIES OF PLANS UTILIZED FOR BIDDING OR CONSTRUCTION ARE PRINTED ON THE PROPER
MEDIA SIZE AND THAT SCALES PROVIDED WITHIN THE DRAWINGS ARE CORRECTLY INTERPRETED.
7. "RED-LINED" DRAWINGS AND PRINTS ARE TO BE MAINTAINED BY THE CONTRACTOR AND SUBMITTED TO THE CITY CONSTRUCTION
PROJECT MANAGER AT THE COMPLETION OF THE PROJECT. ANY AND ALL FIELD CHANGES MADE DURING CONSTRUCTION MUST BE
NOTED. THE DRAWINGS WILL STATE "RED LINES" IN LARGE BLOCK LETTERS. THE RED-LINED DRAWINGS MUST BE RECEIVED AND
ACCEPTED BY THE CITY CONSTRUCTION PROJECT MANAGER PRIOR TO FINAL ACCEPTANCE AND SETTLEMENT.
8. THE CONTRACTOR SHALL NOTIFY THE CITY CONSTRUCTION PROJECT MANAGER IMMEDIATELY OF "ANY" DISCREPANCIES OR VARIATIONS
IN DRAWINGS & SPECIFICATIONS THAT EFFECT PRICING OR THAT COULD REQUIRE MODIFICATION TO THE DESIGN. (G.C.C.1103)
9. THE CITY AND COUNTY OF DENVER ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS
HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. ALL UTILITIES MUST BE LOCATED BY THE CONTRACTOR. ALL COSTS
ASSOCIATED WITH FIELD VERIFICATION OF LOCATION AND DEPTHS OF UTILITIES AND SHALL BE BORNE BY THE CONTRACTOR AND SHALL
BE COMPLETED PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.(G.C.C. 701, 804)
10. ALL RANGE POINTS OR OTHER SURVEY MONUMENTS WHICH MAY BE DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE TIED
OUT AND RESET BY THE PER CITY SURVEYING STANDARDS. (G.C.C. 318, 319)
11. ALL ELEVATIONS SHOWN ARE NAVD88 DATUM, UNLESS OTHERWISE NOTED.
12. INLETS AND MANHOLES ARE NOT SHOWN TO SCALE ON THE PLAN AND PROFILE SHEETS.
13. INVERT ELEVATIONS AND CALCULATED PIPE SLOPES ON STORM AND SANITARY PROFILES ARE TO THE CENTER OF MANHOLE OR
STRUCTURE. PIPE LENGTHS ARE TWO DIMENSIONAL LENGTHS AND ARE CENTER TO CENTER BETWEEN MANHOLES AND TO THE INSIDE
EDGE OF INLETS.
14. NORTHING AND EASTING CALLOUTS ON TYPE 16 AND TYPE 14 INLETS ARE TO THE CENTER OF THE STRUCTURE AT THE FLOWLINE.
NORTHING AND EASTING CALLOUTS ON MANHOLES ARE TO THE CENTER OF THE MANHOLE.
15. LOCATION OF INLETS AND/OR INLET CONNECTORS MAY BE ADJUSTED IN THE FIELD AT THE DIRECTION OF THE CITY CONSTRUCTION
PROJECT MANAGER IN CONJUNCTION WITH DESIGN INTENTION. ALL INLET CONNECTIONS SHOWN IN PLAN AND PROFILE ARE
APPROXIMATE LOCATIONS AND DEPTHS.
16. DEPTHS OR BOTTOM OF STRUCTURE ELEVATIONS WILL NOT BE PROVIDED FOR INLETS WITHIN THE PROJECT SCOPE, AS THESE ARE
REQUIRED TO BE DETERMINED BASED ON FIELD CONDITIONS IN ACCORDANCE WITH APPLICABLE STANDARD DETAIL DRAWINGS. IT SHALL
BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ESTABLISH INLET DEPTHS AND COMPLETE CONSTRUCTION IN
CONFORMANCE WITH APPLICABLE STANDARD DETAIL DRAWINGS BASED ON CLEARANCES OF ADJACENT UTILITIES WHILE MAINTAINING
MINIMUM REQUIRED GRADES ON LATERAL CONNECTIONS.
17. ALL SEWER MANHOLES MUST BE MAINTAINED AND ACCESSIBLE DURING CONSTRUCTION.
18. ALL SANITARY MANHOLES ARE 4' DIAMETER WITH "A" BASE AND CONCENTRIC CONE UNLESS NOTED OTHERWISE.
19. ALL MANHOLES BUILT WITHIN THIS PROJECT SHALL INCLUDE EITHER A 4" OR 8" CAST IRON RISER WITH 3" STEEL ADJUSTING RINGS.
DENVER WATER
20. IT SHALL BE THE CONTRACTOR'S RESPONSIBLITY TO TAKE WHATEVER STEPS NECESSARY TO PROTECT ALL WATER FACILITIES. IF ANY
WATER FACILITIES CANNOT BE ADEQUATELY PROTECTED, THEN SAID WATER FACILITIES SHALL BE RELOCATED OR REMOVED IN
ACCORDANCE WITH THE DENVER WATER DEPARTMENT REQUIREMENTS, BY A DENVER WATER PREQUALIFIED CONTRACTOR.
21. CONSTRUCTION ACTIVITIES BY ANY PARTY THAT DISTURB, RELOCATE, SEVER, OR IN ANY OTHER WAY IMPACT A SERVICE LINE SHALL BE
REQUIRED TO MEET CURRENT DENVER WATER REQUIREMENTS FOR SERVICE LINES AS SPECIFIED IN CHAPTER 3 OF THE LATEST DENVER
WATER STANDARDS. IN THE EVENT LEAD WATER LINES ARE ENCOUNTERED, DO NOT DISTURB, IMMEDIATELY STOP WORK, AND NOTIFY
THE CITY CONSTRUCTION PROJECT MANAGER.
TREE PROTECTION
22. IF EXISTING TREES ARE TO BE REMOVED THEY MUST FIRST BE EVALUATED BY THE CITY AND COUNTY OF DENVER FORESTRY (PARKS)
DEPARTMENT AND A PERMIT MUST BE OBTAINED. EXISTING TREES TO REMAIN MUST HAVE FORESTRY APPROVED TREE PROTECTION SET
UP AROUND THEM DURING THE CONSTRUCTION AS SHOWN IN THE "INDIVIDUAL TREE PROTECTION DETAIL" IN THE DENVER PARKS
DEPARTMENT STANDARD PLANS.THE CONTRACTOR MUST FOLLOW ALL OF THE CITY AND COUNTY OF DENVER TREE RETENTION AND
PROTECTION GUIDELINES. REFER TO DENVER PARKS DEPARTMENT SPECIFICATION 01 56 39.
METRO WASTEWATER RECLAMATION DISTRICT
23. METRO WASTEWATER RECLAMATION DISTRICT MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION ON METRO FACILITIES
IN ORDER FOR A DISTRICT INSPECTOR TO BE PRESENT DURING CONSTRUCTION. CONTRACTOR MUST CONTACT METRO WASTEWATER
RECLAMATION DISTRICT TO SCHEDULE THE INSPECTION 303-286-6000.
ASPHALT
TEST HOLE LEGEND
GRAVEL
SAND
RUBBISH & TRASH
SILT
SILTY SAND
WATER SURFACE
ELEVATION
SILTY CLAY
SANDY CLAY
CLAY
BLUE SHALE/BED ROCK
= WATER ELEVATION
P.I. = PLASTICITY INDEX
L.L. = LIQUID LIMIT
TYPICAL
CALLOUTS
0-8' SILTY SAND
SLIGHTLY MOIST
LOOSE
L.L. = 24
P.I. = 7
NO.
DESC
RIPT
ION
OF R
EVIS
IONS
DATE
BY
CIT
Y A
ND
CO
UN
TY O
F D
ENV
ERD
EPA
RTM
ENT
OF
PUB
LIC
WO
RK
SEN
GIN
EER
ING
DIV
ISIO
N C
API
TAL
PRO
JEC
T M
AN
AG
EMEN
T20
00 W
. 3R
D A
VE.
DEN
VER
, CO
802
23TE
L.: (
303)
446
-361
7 F
AX
: (30
3) 4
46-3
647
CALL
UNC
CTW
O W
ORKI
NG D
AYS
BEFO
RE Y
OU D
IG1-
800-
922-
1987
UTIL
ITY
NOTI
FICA
TION
CEN
TER
OFCO
LORA
DOD
E N
V E
RTH
E M
ILE
HIGH
CIT
Y
5220
5225
5230
5235
5240
5245
5250
5255
5260
5220
5225
5230
5235
5240
5245
5250
5255
5260
-0+50 0+00 1+00
5220
5225
5230
5235
5240
5245
5250
5255
5260
5220
5225
5230
5235
5240
5245
5250
5255
5260
-0+50 0+00 1+00
SA
N M
H-A
11
ST
A: 35+
45.44
RIM
=
5245.95
24" IN
V. IN
=
5222.02 (S
)
24" IN
V. O
UT
=
5222.02 (N
)
12" IN
V. IN
=
5222.97 (E
)
CU
T=
23.93
SA
N M
H-A
11.1
ST
A: 35+
48.98
RIM
=
5245.71
12" IN
V. O
UT
=
5223.36 (W
)
12" IN
V. IN
=
5228.55 (E
)
12" IN
V. IN
=
5225.62 (E
)
CU
T=
22.36
19.42 LF
@ 2.00%
12" PVC
EX 12" WAT FIELD VERIFY
(ASSUMED T.O.P.)
STA: 35+47.16
T.O.P.=5241.39
500.09 LF
@ 0.30%
84" RCP
SA
N M
H-A
12
ST
A: 37+
58.82
RIM
=
5246.97
24" IN
V. IN
=
5222.70 (S
)
24" IN
V. O
UT
=
5222.70 (N
)
12" IN
V. IN
=
5222.89 (E
)
CU
T=
24.27
500.09 LF
@ 0.30%
84" RCP
SA
N M
H-A
12.1
ST
A: 37+
61.73
RIM
=
5246.85
12" IN
V. O
UT
=
5223.16 (W
)
CU
T=
23.69
18.44 LF
@ 1.48%
12" PVC
EXISTING GROUND @
CENTERLINE OF PIPE
EXISTING GROUND @
CENTERLINE OF PIPE
EX 12" WAT FIELD VERIFY
(ASSUMED T.O.P.)
STA: 37+70.07
T.O.P.=5242.50
295.83 LF
@ 0.25%
EX 12 SAN"
STMSTM
STM
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G G
G A
BA
NG
A
BA
NG
A
BA
NG
A
BA
NG
A
BA
NG
A
BA
N
S
A
N
S
A
N
SAN
SAN
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SA
N
S
A
N
FIB
ER
OP
TIC
CA
BIN
ET
EX
O
HE
EX
O
HE
EX OHE
EX OHE
EX OHE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
W A
BA
NW
A
BA
NW
A
BA
N
FO ABAN
T
T
T
M
M
FO
FO
FO
W
W
W
W
W
W
FO
FO
FO
W
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
W
W
W
W
W
W
W
W
W
FO
FO
FO
FO
FO
G
FO
FO
FO
FO
FO
FO
G A
BA
N
G A
BA
N
G A
BA
N
G A
BA
N
G A
BA
N
GG
G
G
G
G
G
G
W ABAN
W ABAN
KB
-4
SAN MH-A12 5'Ø
STA 0+00.23, -10.12' L
SAN MH-A11 5'Ø
STA 0+10.48, 0.00'
N=3791.4670
E=7492.0058
SAN MH-A10 4'Ø
STA 34+27.11, 0.00'
N=3909.7883
E=7493.6652
213.38 LF
24" PVC
118.33 LF
24" PVC
EX SAN MH 5 4'Ø
TO BE REMOVED
EX SAN MH 6 4'Ø
TO BE REMOVED
EX SAN MH 74 4'Ø
EX SAN MH 76 5'Ø
EX 18" PVC
TO BE REMOVED
EX 18" PVC
EX 12" PVC
BEGIN PIPE JACKING
STA=34+72.57
OFF=0.000
N=3864.3286
E=7493.0276
STAPLETON DR. N.
INTERSTATE-70(ELEVATED)
PROPOSED 341 LF OF 21" PVC
BY BORING/JACKING
WITH STEEL PIPE CASING
PER CCD SPECIFICATIONS
E=7482.5296
EX TELEPHONE
VAULT
SAN MH-A11.1 4'Ø
(OUTSIDE DROP)
STA 0+29.90, 0.00'
N=3787.6582
E=7511.0493
19.42 LF
12" PVC
EX 12" CI WAT
EX 6" GAS MW
EX 6" GAS MW
34
+0
0
35+
00
36+
00
37+
00
0
+
0
0
0
+
5
0
SAN-3
EX 12" CI WAT (1955)
EX 6" GAS MW
EX FIBER OPTIC
(AIRTOUCH)
EX COMCAST TV
G A
BA
NG
A
BA
NG
A
BA
NG
A
BA
NG
A
BA
NG
A
BA
NG
A
BA
N
G A
BA
NG
A
BA
N
G A
BA
N
S
A
N
SA
N
S
A
N
S
A
N
S
A
N
S
A
N
SA
NS
AN
SA
NS
AN
F
O
A
B
A
N
F
O
A
B
A
N
EX
C
AB
LE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
W
W
W
XX
XX
XX
XX
XX
X
X
X
W A
BA
NW
A
BA
NW
A
BA
N
W A
BA
N
FO
FO
FO
FO
FO
W
W
W
W
W
W
FO
FO
FO
F
O
F
O
FO
FO
FO
FO
FO
FO
FO
FO
FO
W
W
W
S
A
N
S
A
N
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
G
G
G
KB
-5
SAN MH-A13 4'Ø
SAN MH-A12 5'Ø
STA 0+00.23, -10.12' L
N=3578.1242
E=7488.0055
206.37 LF
24" PVC
213.38 LF
24" PVC
END PIPE JACKING
STA=38+13.57
OFF=0.000
N=3523.3621
E=7488.2460
EXISTING TAP
(TYP)
N D
AH
LIA
ST
STAPLETON DR. S.
INTERSTATE-70(ELEVATED)
EX 15" STM
EX 12" CI WAT
EX SAN FROM BAKERY
CONTRACTOR TO FIELD VERIFY
PIPE SIZE AND USE THAT PIPE SIZE
EX ABANDONEDSANITARY
STA 0+29.90, 0.00'
N=3787.6582
E=7511.0493
SAN MH-A12.1 4'Ø
(OUTSIDE DROP)
STA 0+18.62, -8.70' L
N=3574.9519
E=7506.1700
18.44 LF
12" PVC
36+
00
37+
00
38+
00
39+
00
0+
00
0+
28.6
7
SAN-4
SAN-5
EX FIBER OPTIC
(AIRTOUCH)
EX COMCAST TV
N
SAN-3 PLAN & PROFILE
KEY MAP
N.T.S.
E 48TH AVE
I-70
N C
OL
OR
AD
O B
LV
D
N
PHASE IV-A
PHASE V
BA
SE
B
ID
AD
D A
LT
1
N D
AH
LIA
S
T
PHASE IV-A
PHASE V
AD
D A
LT
2
SM
ITH
RD
CONSTRUCTION COMPLETED
SAN-4 PLAN & PROFILE
NO.
DESC
RIPT
ION
OF R
EVIS
IONS
DATE
BY
CIT
Y A
ND
CO
UN
TY O
F D
ENV
ERD
EPA
RTM
ENT
OF
PUB
LIC
WO
RK
SEN
GIN
EER
ING
DIV
ISIO
N C
API
TAL
PRO
JEC
T M
AN
AG
EMEN
T20
00 W
. 3R
D A
VE.
DEN
VER
, CO
802
23TE
L.: (
303)
446
-361
7 F
AX
: (30
3) 4
46-3
647
CALL
UNC
CTW
O W
ORKI
NG D
AYS
BEFO
RE Y
OU D
IG1-
800-
922-
1987
UTIL
ITY
NOTI
FICA
TION
CEN
TER
OFCO
LORA
DOD
E N
V E
RTH
E M
ILE
HIGH
CIT
Y
7 OF 17
MAY 2016
D-04-323-SAN-02.dwg
AKS
AKS
AKS
PARK
HIL
L ST
ORM
, PHA
SE V
----
----
SA
N-2 S
AN
-3 &
S
AN
-4 P
LA
N &
P
RO
FILE
5220
5225
5230
5235
5240
5245
5250
5255
5260
5220
5225
5230
5235
5240
5245
5250
5255
5260
-0+50 0+00 1+00
SA
N M
H-A
13
ST
A: 39+
65.18
RIM
=
5247.55
21" IN
V. IN
=
5223.53 (S
)
24" IN
V. O
UT
=
5223.28 (N
)
18" IN
V. IN
=
5223.73 (E
)
CU
T=
24.26
SA
N M
H-A
13.1
ST
A: 39+
65.99
RIM
=
5247.38
18" IN
V. O
UT
=
5224.06 (W
)
18" IN
V. IN
=
5229.30 (E
)
18" IN
V. IN
=
5233.50 (E
)
CU
T=
23.32
422.84 LF
@ 0.30%
84" RCP
EX 12" WAT FIELD VERIFY
(ASSUMED T.O.P.)
STA: 39+65.92
T.O.P.=5242.90
16.71 LF
@ 1.97%
18" PVC
EXISTING GROUND @
CENTERLINE OF PIPE
EX 8" SAN
OUTSIDE DROP
CONNECTION
FO (QWEST) NO LOCATE
FIELD VERIFY
STA: 0+20.49
T.O.P.=5242.29
G A
BA
N
G A
BA
N
G A
BA
N
G A
BA
N
G A
BA
N
G A
BA
N
G A
BA
N
G A
BA
NG
A
BA
N
G A
BA
N
SA
NS
AN
SA
N
SA
N
SA
N
SA
N
SA
N
EX
C
AB
LE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
W A
BA
NW
A
BA
N
W A
BA
N
W A
BA
N
W A
BA
NW
A
BA
NW
A
BA
NW
A
BA
NW
A
BA
N
T
FO
FO
FO
FO
F
O
G
FO
FO
FO
FO
FO
W
W
W
W
W
W
W
W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
G
SAN MH-A13 4'Ø
STA 39+65.18, 0.00'
N=3371.7644
E=7486.1200
331.77 LF
21" P
VC
206.37 LF
24" PVC
EX SAN MH 4 4'Ø
TO BE REMOVED
EX 18" PVC
TO BE REMOVED
EX 18" PVC
TO BE REMOVED
EX POWER
POLE (TYP)
OFF=0.000
N=3523.3621
E=7488.2460
EXISTING TAP
(TYP)
EX 12" CI WAT (1955)
EX 6" GAS MW
EX FIBER OPTIC
(AIRTOUCH)
EX COMCAST TV
N D
AH
LIA
ST
EX SAN FROM BAKERY
CONTRACTOR TO FIELD VERIFY
PIPE SIZE AND USE THAT PIPE SIZE
TO CONNECT TO THE SANITARY
MAIN. CONTRACTOR TO ADJUST
INVERTS AS NECESSARY.
EX TELEPHONE
EX TELEPHONE
SAN MH-A13.1 4'Ø
(OUTSIDE DROP)
STA 39+65.99, -16.69' L
N=3370.8976
E=7502.8059
16.71 LF
18" PVC
39+
00
40
+0
0
41
+0
0
0+00
0+
46.7
5
SAN-5
N D
AH
LIA
ST
G A
BA
N
G A
BA
N
G A
BA
N
G A
BA
N
G A
BA
NG
A
BA
NG
A
BA
NG
A
BA
NG
A
BA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SA
N
G ABAN
W
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX OHE
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
XX
XX
W A
BA
NW
A
BA
N
W A
BA
N
W A
BA
N
W A
BA
NW
A
BA
NW
A
BA
NW
A
BA
NW
A
BA
N
W A
BA
N
W ABAN
G
FO
FO
FO
FO
FO
FO
FO
W
W
W
W
W
W
FO
FO
FO
FO
FO
FO
FO
W
W
W
G
G
GG
G
G
GG
SAN MH-A14 4'Ø
STA 42+96.96, 0.00'
N=3039.9934
E=7484.8789
331.77 LF
21" P
VC
EX SAN MH 3 4'Ø
TO BE REMOVED
EX 18" PVC
TO BE REMOVED
EX FIBER OPTIC
(AIRTOUCH)
EX COMCAST TV
EX SAN FROM BAKERY
CONTRACTOR TO FIELD VERIFY
PIPE SIZE AND USE THAT PIPE SIZE
TO CONNECT TO THE SANITARY
MAIN. CONTRACTOR TO ADJUST
INVERTS AS NECESSARY.
PROTECT
EX FIBER OPTIC
EX TELEPHONE
EX TELEPHONE
SAN MH-A14.1 4'Ø
(OUTSIDE DROP)
STA 42+97.73, -29.35' L
N=3039.2220
E=7514.2296
29.36 LF
18" PVC
41+
00
42+
00
43+
00
0+00
0+50
SAN-6
N D
AH
LIA
ST
EX 12" CI WAT (1955)
EX 6" GAS MW
5225
5230
5235
5240
5245
5250
5255
5260
5265
5225
5230
5235
5240
5245
5250
5255
5260
5265
-0+50 0+00 1+00
SA
N M
H-A
14
ST
A: 42+
96.96
RIM
=
5249.80
21" IN
V. IN
=
5224.72 (S
)
21" IN
V. O
UT
=
5224.53 (N
)
18" IN
V. IN
=
5224.75 (E
)
CU
T=
25.28
SA
N M
H-A
14.1
ST
A: 42+
97.73
RIM
=
5249.49
18" IN
V. O
UT
=
5225.04 (W
)
12" IN
V. IN
=
5231.23 (E
)
12" IN
V. IN
=
5235.00 (E
)
CU
T=
24.45
EX 12" WAT FIELD VERIFY
(ASSUMED T.O.P.)
STA: 42+97.62
T.O.P.=5245.00
422.84 LF
@ 0.30%
84" RCP
EXISTING GROUND @
CENTERLINE OF PIPE
EX 8" SAN
OUTSIDE DROP
CONNECTION
FO (QWEST) NO LOCATE
FIELD VERIFY
STA: 0+21.34
T.O.P.=5244.44
N
SAN-5 PLAN & PROFILE
KEY MAP
N.T.S.
E 48TH AVE
I-70
N C
OL
OR
AD
O B
LV
D
N
PHASE IV-A
PHASE V
BA
SE
B
ID
AD
D A
LT
1
N D
AH
LIA
S
T
PHASE IV-A
PHASE V
AD
D A
LT
2
SM
ITH
RD
CONSTRUCTION COMPLETED
SAN-6 PLAN & PROFILE
NO.
DESC
RIPT
ION
OF R
EVIS
IONS
DATE
BY
CIT
Y A
ND
CO
UN
TY O
F D
ENV
ERD
EPA
RTM
ENT
OF
PUB
LIC
WO
RK
SEN
GIN
EER
ING
DIV
ISIO
N C
API
TAL
PRO
JEC
T M
AN
AG
EMEN
T20
00 W
. 3R
D A
VE.
DEN
VER
, CO
802
23TE
L.: (
303)
446
-361
7 F
AX
: (30
3) 4
46-3
647
CALL
UNC
CTW
O W
ORKI
NG D
AYS
BEFO
RE Y
OU D
IG1-
800-
922-
1987
UTIL
ITY
NOTI
FICA
TION
CEN
TER
OFCO
LORA
DOD
E N
V E
RTH
E M
ILE
HIGH
CIT
Y
8 OF 17
MAY 2016
D-04-323-SAN-02.dwg
AKS
AKS
AKS
PARK
HIL
L ST
ORM
, PHA
SE V
----
----
SA
N-5 &
S
AN
-6 P
LA
N &
P
RO
FILE
T
T
T
S
T
M
G
G
G
G
G
G
G
G
T
G
T
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
T
G A
BA
N
GG
G ABAN
G
G
A
B
A
N
G
A
B
A
N
G A
BA
N
G A
BA
N
G ABAN
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE EX OHE
EX OHE
EX
O
HE
EX
O
HE
EX
O
HE
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
EX
O
HE
EX
O
HE
EX
O
HE
W
W
W A
BA
N
W ABANW ABAN
W ABANW ABAN
W ABANW ABAN
W ABAN
W ABAN
W ABAN
W ABAN
W ABAN
W ABAN
W ABAN
W ABAN
W ABAN
W ABAN
W ABAN
W ABAN
W ABAN
W ABAN
W ABAN
W ABAN
W ABAN
W ABAN
M
M
M
M
T
T
T
M
F
O
FO
G
G
FO
G
WW
W
FOFO
FO
FO
FO
FO
FO
FO FO
FO
W
W
FO
G
W
W
G
FO
FO
FO
FO
FOFO
FO
FO
FO
FOFO
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FOFO
FO
FO
FO FO
FO
F
O
FO FO
FO
FO
FO
FO
FO
FO
FO
FO FO
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
S
A
N
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABANG ABAN
G ABAN
G
G
G
G
G
G
G
GG
G
G
GG
G
G
G
G
G
GG
G
G
G
G
G
W
W A
BA
N
W A
BA
N
W A
BA
N
W A
BA
N
KB-2
KB-3
KB-1
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
80'
R.O
.W
.
80'
R.O
.W
.
EX POWERPOLE (TYP)
EX FIBER OPTIC(AT&T)
EX CENTURYLINKFIBER OPTIC
EX TELEPHONEVAULT
EX 6" GAS MW TO BE RELOCATED
BY XCEL - CONTRACTORTO COORDINATE
CONTACT WAYNE GALLEGOS (303) 571-6632
(PRIVATE OWNERSHIP)RAIL ROAD CROSSINGCL STA: 32+28.55
BNSF
RAIL ROAD CROSSING
CL STA: 31+72.94
(PRIVATE OWNERSHIP)RAILROAD CROSSING
REMOVE AND REPLACE
RR TRACKS AS NECESSARY
CL STA: 28+51.11
(PRIVATE OWNERSHIP)RAIL ROAD CROSSINGREMOVE AND DO NOT
REPLACE RR TRACKS
PUC DOCKET NO. 10A-433R
CL STA: 28+81.09
STM MH-B8 (MH TEE)
STA 29+54.36, 0.00'
N=4382.5512
E=7501.1478
166.4 LF
84" RCP
476.3 LF
84" RCP
EX TAP(TYP)
EX 12" CI WATABANDONED
318.5 LF
84" RCP
STM MH-B9 (MH TEE)
STA 32+72.83, 0.00'
N=4064.0791
E=7501.8660
PROPOSED 120 LF OF
84" CLASS V RCP
EXISTING 12" CI WATER UNDER RR TRACKS
(APPROXIMATELY 120 LF) IS TO REMAIN IN PLACE.
THE NEW 12" WATER LINE, CONSTRUCTED
WITH PARKHILL PH IV-A,WILL CONNECT
TO THE EXISTING 12" CI WATER UNDER THE TRACKS.
EX FIBER OPTICSVAULT (TYP)
N00° 07' 28.98"W
2648.64
S89° 35' 31.02"W
2481.52
S89° 35' 14.81"W
1599.96
EX FOAT&T
EX QWESTTELEPHONE
PROTECT
EX 6" GAS MWTO BE RELOCATED BY XCEL -
CONTRACTOR TO COORDINATE
CONTACT WAYNE GALLEGOS
(303) 571-6632
48.00 LF
6" PVC WAT
STORM-3
(SEE SHEET 13)
STORM-4
(SEE SHEET 13)
CONTRACTOR TO PROTECT
EXISTING 5' WALK AND CURB
AND GUTTER . (TYPICAL)
EX CROSS PAN
TO BE REMOVED AND
REPAVED W/ AC WITH
CROWN CROSS SECTION
EXISTING
LIGHT
(TYPICAL)
EXISTINGOVERHEADELECTRIC(TYPICAL)
RELOCATE RR CROSSBUCK SIGN TO
WITHIN 12 TO 15' SOUTH OF RR
CROSSING AT STA 28+47 INSTALL A
"TRACK OUT OF SERVICE SIGN"
84 PRECAST PLUG
STA 24+78.03, 0.00'
N=4858.8788
E=7500.0735
CONTRACTOR TO PROTECT
EXISTING WATER, METER(S), AND ALL
APPURTENANCES (TYPICAL)
EX. 12" C-900 WATER
EX 12" WATER IN DAHLIA WAS RELOCATED AND
ABANDONED IN PARKHILL STORM PH IV-A.
CONTRACTOR TO REMOVE ABANDONED 12"
WATER AS NECESSARY TO INSTALL 84" STORM.
COST OF REMOVAL TO BE INCLUDED IN COST OF
84" STORM PIPE
PROTECT EX
WATER SERVICE
CONTRACTOR TO PROTECT
EXISTING 5' PAN. (TYPICAL)
CONTRACTOR TO PROTECT
EXISTING WATER, METER(S),
AND ALL APPURTENANCES
(TYPICAL)
EX. COMCAST CABLEPROTECT
PROTECT EX OVERHEAD ELECTRIC.
CONTRACTOR TO COORDINATE
RELOCATION WITH XCEL IF NECESSARY
PROTECT EX OVERHEAD ELECTRIC.
CONTRACTOR TO COORDINATE WITH
XCEL IF NECESSARY IF TEMPORARY
POWER DISCONNECTION IS NECESSARY
MA
TC
HL
IN
E 34+
00
PH
AS
E IV
-A
PH
AS
E V
BA
SE
B
ID
EX 21" SAN
EX 21" SAN
N DAHLIA STREET48T
H A
VE
NU
E
BN
SF RR
S89° 35' 31.02"W
2481.52
S89° 35' 31.02"W
2481.52
122.90 LF
12" PVC WAT
KB-1
KB-2
KB-3
WC=11.1DD=118.3-200=45LL=20PI=5A-4 (0)
WC=3.6DD=112.2+4=15-200=5NVNPA-1-b (0)
WC=3.6DD=111.0+4=0-200=10NVNPA-3 (1)
WC=7.0DD=122.8+4=0-200=31LL=19PI=1A-2-4 (0)
WC=3.4DD=110.0+4=6-200=5NVNPA-1-b (0)
WC=3.2DD=119.5+4=11-200=7NVNPA-1-b (1)
WC=13.3DD=111.3+4=0-200=54LL=31PI=18A-6 (6)
166.4 LF @ 0.30%
84" RCP
476.3 LF @ 0.30%
84" RCP
ST
M M
H-B
8 (M
H T
EE
)
ST
A: 29+
54.36
RIM
=
5238.68
84" IN
V. IN
=
5224.80 (S
)
84" IN
V. O
UT
=
5224.80 (N
)
18" IN
V. IN
=
5230.83 (W
)
18" IN
V. IN
=
5230.83 (E
)
EX 10" WATSTA: 32+86.37T.O.P.=5236.05
EX T
V F
O 2
-2"
STA
: 28+
34.5
2T.
O.P
.=5235.8
1
EX 2
" WAT
SER
VIC
ESTA
: 30+
15.9
4T.
O.P
.=5235.0
6
EX 12" WATSTA: 29+45.06T.O.P.=5234.21
EX 1
0" W
AT
STA
: 26+
56.3
4T.
O.P
.=5232.7
5
EX 1
2" W
AT
STA
: 25+
79.9
8T.
O.P
.=5232.6
2
RAIL
RO
AD
CRO
SSIN
GCL
STA
: 28+
51.1
1
RAIL
RO
AD
CRO
SSIN
GCL
STA
: 28+
81.0
9
RAIL
RO
AD
CRO
SSIN
GCL
STA
: 31+
72.9
4
RAIL
RO
AD
CRO
SSIN
GCL
STA
: 32+
28.5
5
318.5 LF @ 0.30%
84" RCP
ST
M M
H-B
9 (M
H T
EE
)
ST
A: 32+
72.83
RIM
=
5241.59
84" IN
V. IN
=
5225.76 (S
)
84" IN
V. O
UT
=
5225.76 (N
)
18" IN
V. IN
=
5231.86 (W
)
18" IN
V. IN
=
5231.86 (E
)
EXISTING GROUND
AT CL OF PIPE
EXISTING
55.99 LF
@ 0.61%
12" CMP
EX G
AS S
ERVIC
E-NO
LO
CATE
FIEL
D V
ERIF
YSTA
: 30+
56.8
1T.
O.P
.=5234.5
7
SAN SERVICESTA: 25+64.67
T.O.P.=5221.49 SAN S
ERVIC
E
STA
: 28+
26.6
9T.
O.P
.=5222.6
1
SAN S
ERVIC
E
STA
: 28+
84.0
9T.
O.P
.=5222.9
7
SAN S
ERVIC
ESTA
: 28+
98.8
0T.
O.P
.=5223.1
2
5 YEAR HGL
Q(5)=373 CFS
Q(FULL)=404 CFS
Q(5)=372 CFS
Q(FULL)=395 CFS
Q(5)=370 CFS
Q(FULL)=420 CFS
493.0 LF @ 0.30%
24" PVC
459.1 LF @ 0.30%
24" PVC
REMOVE EX 84" PRECAST PLUG
AND CONNECT 84" RCP STORM
STA: 24+78.03
RIM = 5231.58
84" INV. IN = 5223.37 (S)
84" INV. OUT = 5223.37 (N)
EX F
O Q
WES
T CO
NC C
AP
13 T
O T
OP
36 T
O B
OTT
OM
STA
: 24+
65.8
7T.
O.P
.=5235.3
9
EX 8" GASSTA: 24+85.22T.O.P.=5232.29
EX 6
" GAS
STA
: 24+
93.8
1T.
O.P
.=5233.4
9'
PR
OT
EC
T
EX 4
" GAS
STA
: 27+
75.4
4T.
O.P
.=5234.7
3'
PR
OT
EC
T
EX 2
" GAS
STA
: 28+
96.3
2T.
O.P
.=5236.1
2'
PR
OT
EC
T
EX 6
" GAS
STA
: 31+
24.8
3T.
O.P
.=5236.7
1'
PR
OT
EC
T
EX 6
" GAS
STA
: 32+
56.2
2T.
O.P
.=5238.0
6'
PR
OT
EC
T
EX 2
" GAS
STA
: 32+
67.6
6T.
O.P
.=5238.5
3'
PR
OT
EC
T
EX 2" D.I.P WTR
EX W
AT
SER
VCIE
STA
: 29+
49.0
1T.
O.P
.=5233.1
8'
PR
OT
EC
T
XX STA
: 33+
93.8
4T.
O.P
.=5238.7
1'
PR
OT
EC
T
CONTRACTOR SHALL SURVEY AND
CONFIRM INVERT WITH ENGINEER
5215
5220
5225
5230
5235
5240
5245
5250
5215
5220
5225
5230
5235
5240
5245
5250
24+50 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00
9 OF 17
MAY 2016
D-04-323-STM-01.dwg
AKS
AKS
AKS
PARK
HIL
L ST
ORM
, PHA
SE V
----
ST
OR
M P
LA
N &
P
RO
FILE
25+
50.00 T
O 34+
00.00
N
STORM PLAN & PROFILE 25+50.00 TO 34+00.00
KEY MAP
N.T.S.
E 48TH AVE
I-70
N C
OL
OR
AD
O B
LV
D
N
PHASE IV-A
PHASE V
BA
SE
B
ID
AD
D A
LT
1
N D
AH
LIA
S
T
PHASE IV-A
PHASE V
AD
D A
LT
2
SM
ITH
RD
CONSTRUCTION COMPLETED
NO.
DESC
RIPT
ION
OF R
EVIS
IONS
DATE
BY
CIT
Y A
ND
CO
UN
TY O
F D
ENV
ERD
EPA
RTM
ENT
OF
PUB
LIC
WO
RK
SEN
GIN
EER
ING
DIV
ISIO
N C
API
TAL
PRO
JEC
T M
AN
AG
EMEN
T20
00 W
. 3R
D A
VE.
DEN
VER
, CO
802
23TE
L.: (
303)
446
-361
7 F
AX
: (30
3) 4
46-3
647
CALL
UNC
CTW
O W
ORKI
NG D
AYS
BEFO
RE Y
OU D
IG1-
800-
922-
1987
UTIL
ITY
NOTI
FICA
TION
CEN
TER
OFCO
LORA
DOD
E N
V E
RTH
E M
ILE
HIGH
CIT
Y
NOTES:
1. THE CITY OF DENVER ASSUMES NO
RESPONSIBILITY FOR EXISTING UTILITY
LOCATIONS. THE UTILITIES SHOWN ON THIS
DRAWING HAVE BEEN PLOTTED FROM THE BEST
AVAILABLE INFORMATION. IT IS, HOWEVER, THE
CONTRACTOR'S RESPONSIBILITY TO FIELD
VERIFY THE LOCATION OF ALL UTILITIES PRIOR
TO THE COMMENCEMENT OF ANY
CONSTRUCTION.
2. STORM SEWER PIPE LENGTHS ARE TWO
DIMENSIONAL LENGTHS. LENGTHS ARE CENTER
TO CENTER BETWEEN MANHOLES AND TO INSIDE
OF BOX FOR INLETS.
3. STORM SEWER LENGTHS WITH FLARED END
SECTIONS ARE TO END OF FLARED END SECTION.
4. STORM SEWER MAIN SHALL BE ASTM C-76 CLASS
III PIPE UNLESS OTHERWISE NOTED.
ST
MS
TM
ST
M
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
G
G ABAN G ABANG ABAN G ABAN
G ABAN G ABANG ABAN G ABAN
G ABAN G ABAN G ABAN G ABAN G ABAN G ABAN G ABAN G ABAN G ABAN G ABAN G ABAN G ABANG ABAN
G ABANG ABAN
S
A
N
S
A
N
SA
NS
AN
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SAN
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SAN
SAN
SAN
SAN
SA
N
SAN SAN SAN SAN SAN SAN
SA
N
SA
N
G A
BA
N
FIBER OPTIC CABINET
F
O
A
B
A
N
F
O
A
B
A
N
EX CABLE
W
EX OHE
EX
O
HE
EX
O
HE
EX
O
HE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHEEX OHE
EX OHEEX OHE
EX OHEEX OHE EX OHE EX OHE EX OHE EX OHE EX OHE EX OHE EX OHE EX OHE
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
EX
O
HE
W
W
W
W
W
W
X X X X X X X X X X
XX
X X
XX
X X X X X X X X
XXXXXXXXXXXXXXXXXXX
X
X
X
W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABANW ABAN W ABAN W ABAN
W A
BA
N
W ABAN
W ABAN
FO
A
BA
N
T
T
M
M
T
FO
FO
FO
W
W
W
W
W
W
FO
FO
W
FO
FOFO
FO
FOFO
F
O
G
G
FO
FO
FOFO
FOFO
FO
FO
W
W
WW
WW
WW
WW
WW
W
W
W
FO
FO
FO
FO
FO F
O
FO
FO
FO
FO
FOFO
F
O
F
O
FO
FO
FO
FO
FOFO
W
W
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
W
W
WW
WW W
W
S
A
N
S
A
N
FO
FO
FO
FO
FO
G
FO
FO
FO
FO
FO
FO
G ABAN
G ABAN
G ABAN
G ABAN
GG
G
G
G
G
G
G
G
G
G
G
GG G
GG G G
G G G G
G
W A
BA
N
W A
BA
N
KB-4
KB-5
34+00
35+00
36+00
37+00
38+00
39+0040+00 41+00 42+00 43+00
70
.5
3'
R.O
.W
.
65
.5
3'
R.O
.W
.
EX POWERPOLE (TYP)
EX 6" GAS MW
EX FIBER OPTIC(AIRTOUCH)
EX COMCAST TV
PROTECT
EX FIBER OPTICEX TELEPHONE
EX 6" GAS MW
STM MH-B11 (TYPE B)
STA 39+39.30, 0.00'
N=3397.6691
E=7494.6605
STM MH-B10 (TYPE B)
STA 34+39.21, 0.00'
N=3897.6972
E=7502.2413
422.8 LF
84" RCP
500.1 LF
84" RCP
EX TAP
(TYP)
END PIPE JACKING
INSTALL TRANSITION PIPE FROM
CLASS SN 182 TO CLASS SN 46
(TO BE INCLUDED IN CLASS SN 46
PIPE COST AND QUANTITY)
STA=38+13.02
OFF=0.00
N=3523.93
E=7496.57
S89° 35' 31.02"W
2483.33
LAND LINE
N00° 07' 28.98"W
2648.64
RANGE LINE
N00° 00' 21.30"W
1760.64
EX 6" GAS MW
TO BE RELOCATED
BY XCEL - CONTRACTOR
TO COORDINATE
CONTACT WAYNE GALLEGOS
(303) 571-6632
TVP-147
APPROXIMATELY 341 LF OF
EX 12" WATER UNDER I-70 AND
PARALLEL TO PROPOSED STORM
PIPE JACKING TO REMAIN IN PLACE.
THE NEW 12" WATER WILL CONNECT
TO THIS 341 LF OF EXISTING 12" WATER.
EX SAN MH 6 4'ØREMOVE AS
NECESSARY
EX SAN MH 5 4'Ø
REMOVE AS NECESSARY
PROPOSED 341 LF OF
84" RPMP* (SN 182) WITH
STEEL BY JACKING
EX 4" C.I. WAT
30.87 LF
6" PVC WAT
EX FIBER OPTIC(AIRTOUCH)
STORM-5
(SEE SHEET #)
EXISTING ADESTA, LLC LEASED TO ABOVE NET FIBER OPTICS CONDUIT. CONDUIT IS
ABANDONED ACCORDING TO OWNER. CONTRACTOR TO FIELD LOCATED AND VERIFY
FIBER OPTIC CONDUIT IS ABANDONED. PRIOR TO CONSTRUCTION. IF NOT ABANDONED,
TO BE RELOCATED BY OWNER.
ADESTA LLC DUKE HORAN, (303)-585-8087, ([email protected])
ABOVE NET, INC, DAN FORD, (480)-252-6203, ([email protected])
EXISTINGLIGHT(TYPICAL)
EXISTINGOVERHEADELECTRIC(TYPICAL)
PROJECT BENCH MARK
CCD BM 445 BRASS CAP IN TOP OF CURB
SOUTHEAST CORNER OF DAHLIA ST
AND STAPLETON DRIVE SOUTH
ELEVATION=5247.10
DATUM NGVD 29
EXISTING OVERHEAD POWER.
CONTRACTOR SHALL PROTECT.
IF UNABLE CONTRACTOR TO
COORDINATE RELOCATION WITH XCEL.
CONTACT WAYNE GALLEGOS
(303) 571-6632
PROTECT
EX FIBER
OPTIC
PROTECT
6" WATER
15" STORM TO
REMAIN. CONTRACTOR
SHALL PROTECT
CONTRACTOR TO PROTECT
EXISTING 5' WALK AND CURB
AND GUTTER . (TYPICAL)
PROTECT EXISTING STORM
EX 12" WATER IN DAHLIA WAS RELOCATED AND
ABANDONED IN PARKHILL STORM PH IV-A.
CONTRACTOR TO REMOVE ABANDONED 12"
WATER AS NECESSARY TO INSTALL 84" STORM.
COST OF REMOVAL TO BE INCLUDED IN COST OF
84" STORM PIPE
CONTRACTOR TO PROTECT
EXISTING 5' WALK AND CURB
AND GUTTER . (TYPICAL)
MA
TC
HL
IN
E 34+
00
MA
TC
HL
IN
E 43+
00
AD
D A
LT
. 1
AD
D A
LT
. 2
BEGIN PIPE JACKING
INSTALL TRANSITION PIPE FROM CLASS SN 46
TO CLASS SN 182 (TO BE INCLUDED IN
CLASS SN 182 PIPE COST AND QUANTITY)
STA=34+72.02
OFF=0.00
N=3864.89
E=7501.74
EX FIBER OPTIC (ADESTA)CCD COULD NOT LOCATE AT APPROX 22' DEPTH
CONTRACTOR TO FIELD VERIFY LOCATION AND SIZE
PRIOR TO CONSTRUCTION
DUKE HORAN, (303)-858-8087, ([email protected])
EX 18" SANEX 18" SAN
EX 18" SANREMOVE AS NECESSARY
EX 18" SANREMOVE AS
NECESSARY
EX 18" S
AN
EX 1
2" S
AN
N DAHLIA STREET
STA
PLET
ON
DR
. S.
INTE
RST
ATE
-70
(ELE
VA
TED
)
STA
PLET
ON
DR
. N.
BA
SE
B
ID
AD
D A
LT
. 1
EX SANITARYABANDONED
KB-4
KB-5
WC=7.2DD=114.9+4=0-200=35LL=18NPA-2-4 (0)
WC=17.4DD=110.1-200=53LL=34PI=17A-6 (6)
WC=13.4DD=109.8+4=0-200=48LL=31PI=16A-6 (4)
WC=9.1DD=118.9
WC=2.6DD=110.7+4=2-200=5NVNPA-1-b (1)5220
5225
5230
5235
5240
5245
5250
5255
5220
5225
5230
5235
5240
5245
5250
5255
34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+0043+00
422.8 LF @ 0.30%
84" RCP
ST
M M
H-B
11 (T
YP
E B
)
ST
A: 39+
39.30
RIM
=
5247.48
84" IN
V. IN
=
5228.16 (S
)
84" IN
V. O
UT
=
5227.96 (N
)
18" IN
V. IN
=
5237.47 (E
)
18" IN
V. IN
=
5237.47 (W
)
ST
M M
H-B
10 (T
YP
E B
)
ST
A: 34+
39.21
RIM
=
5244.60
84" IN
V. IN
=
5226.46 (S
)
84" IN
V. O
UT
=
5226.26 (N
)
EX 3
" GAS
STA
: 42+
81.6
6T.
O.P
.=5246.8
4
EX 6" FOSTA: 38+25.68T.O.P.=5243.13
EX 12" STMSTA: 35+39.50T.O.P.=5242.96
EX W
AT
FIEL
D V
ERIF
Y(A
SSUM
ED T
.O.P
.)STA
: 39+
09.4
6T.
O.P
.=5242.8
0
EX F
O P
HO
NE
4-4
"STA
: 34+
85.0
7T.
O.P
.=5242.6
6
EX 6" WAT FIELD VERIFY(ASSUMED T.O.P.)
STA: 38+21.89T.O.P.=5242.30
EX 12" WATSTA: 37+84.56
T.O.P.=5241.38
EX 4" GASSTA: 35+09.59T.O.P.=5240.86
EX 12" WATSTA: 34+94.87T.O.P.=5239.17
EX FO - NO LOC@ 22+' DOWNCONTRACTOR
TO FIELD LOCATESTA: 37+49.10
T.O.P.=FIELD LOCATE
29.36 LF
@ 1.00%
EX 18" SAN
18.4 LF
@ 1.48%
12" PVC
19.4 LF
@ 2.00%
12" PVC
16.7 LF
@ 1.97%
18" PVC
54.5 LF
@ 1.05%
15" RCP STM
EXISTING GROUND
AT CL OF PIPE
EX FO (NO LOCATE)FIELD VERIFY
STA: 34+22.33T.O.P.=5239.25
℄ STA= 34+72.02
BEGIN JACKING
℄ STA= 38+13.02
END JACKING
PROPOSED 341 LF OF
84" RPMP* (SN 182)
BY JACKING
EX 1
0" W
AT(
CI F
IRE)
STA
: 42+
04.6
6T.
O.P
.=5243.4
7
EX W
AT
(NO
LO
CATE
)FI
ELD
VER
IFY
STA
: 42+
54.0
5T.
O.P
.=5244.1
1
500.1 LF @ 0.30%
84" RPMP*
2-12" FO (ABOVE NET)TOP=88"BOT=118"STA: 38+15.19T.O.P.=5239.87
5 YEAR HGL
Q(5)=370 CFS
Q(FULL)=605 CFS
Q(5)=367 CFS
Q(FULL)=404 CFS
295.83 LF
@ 0.25%
EX 12" SAN
118.3 LF @ 0.30%
24" PVC
213.4 LF @ 0.31%
24" PVC
206.4 LF @ 0.29%
24" PVC
331.8 LF @ 0.30%
21" PVC
*REINFORCED POLYMOR MORTOR PIPE
EX 12" WAT FIELD VERIFY(ASSUMED T.O.P.)STA: ???T.O.P.=5241.39
2" D
.I.P.
SER
VIC
ENO
LO
CATE
STA
: ??
?
EX 4
" GAS
STA
: 35+
01.4
5T.
O.P
.=5242.4
8'
PR
OT
EC
T
EX 2
" GAS
STA
: 38+
24.8
6T.
O.P
.=5244.0
2'
PR
OT
EC
T
EX 2
" GAS
STA
: 41+
49.1
5T.
O.P
.=5245.1
6'
PR
OT
EC
T
10 OF 17
MAY 2016
D-04-323-STM-01.dwg
AKS
AKS
AKS
PARK
HIL
L ST
ORM
, PHA
SE V
----
ST
OR
M P
LA
N &
P
RO
FILE
34+
00.00 T
O 43+
00.00
N
STORM PLAN & PROFILE 34+00.00 TO 43+00.00
KEY MAP
N.T.S.
E 48TH AVE
I-70
N C
OL
OR
AD
O B
LV
D
N
PHASE IV-A
PHASE V
BA
SE
B
ID
AD
D A
LT
1
N D
AH
LIA
S
T
PHASE IV-A
PHASE V
AD
D A
LT
2
SM
ITH
RD
CONSTRUCTION COMPLETED
NOTES:
1. THE CITY OF DENVER ASSUMES NO RESPONSIBILITY FOR
EXISTING UTILITY LOCATIONS. THE UTILITIES SHOWN ON
THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST
AVAILABLE INFORMATION. IT IS, HOWEVER, THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES PRIOR TO THE
COMMENCEMENT OF ANY CONSTRUCTION.
2. STORM SEWER PIPE LENGTHS ARE TWO DIMENSIONAL
LENGTHS. LENGTHS ARE CENTER TO CENTER BETWEEN
MANHOLES AND TO INSIDE OF BOX FOR INLETS.
3. STORM SEWER LENGTHS WITH FLARED END SECTIONS
ARE TO END OF FLARED END SECTION.
4. STORM SEWER MAIN SHALL BE ASTM C-76 CLASS III PIPE
UNLESS OTHERWISE NOTED.
NO.
DESC
RIPT
ION
OF R
EVIS
IONS
DATE
BY
CIT
Y A
ND
CO
UN
TY O
F D
ENV
ERD
EPA
RTM
ENT
OF
PUB
LIC
WO
RK
SEN
GIN
EER
ING
DIV
ISIO
N C
API
TAL
PRO
JEC
T M
AN
AG
EMEN
T20
00 W
. 3R
D A
VE.
DEN
VER
, CO
802
23TE
L.: (
303)
446
-361
7 F
AX
: (30
3) 4
46-3
647
CALL
UNC
CTW
O W
ORKI
NG D
AYS
BEFO
RE Y
OU D
IG1-
800-
922-
1987
UTIL
ITY
NOTI
FICA
TION
CEN
TER
OFCO
LORA
DOD
E N
V E
RTH
E M
ILE
HIGH
CIT
Y
STM
STM
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G A
BA
N
W
G ABAN G ABAN G ABANG ABAN
G ABAN
G ABAN
G ABANG ABAN
G ABANG ABAN
G ABANG ABAN G ABAN
G ABANG ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
SAN SAN
SA
N
SA
N
SANSAN SAN
SAN SANSAN
SANSAN
SANSAN
SANSAN
SA
N
SAN SAN SAN SAN
S
A
N
SANSAN
S
A
N
S
A
N
S
A
N
G A
BA
N
FO
A
BA
N
T
T
T
T
T
T
T
T
T
T
F
O
A
B
A
N
F
O
A
B
A
N
EX OHE
EX OHE
EX OHE
EX OHEEX OHE
EX OHEEX OHE
EX OHEEX OHE
EX OHEEX OHE
EX OHEEX OHE
EX OHE EX OHE EX OHE
EX OHE
EX OHE
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
S
A
N
S
T
M
S
T
M
S
T
M
S
A
N
FO
AB
AN
FO ABANFO ABAN
FO
AB
AN
G
WW
W
A
B
A
N
W
A
B
A
N
W
A
B
A
N
W
A
B
A
N
W
A
B
A
N
W A
BA
N
W
W
W
X
X
X
X
X X X XX X X X X X X X X X X X X X X X X
XX
XX
X
XXXX
W ABANW ABAN
W ABANW ABAN
W ABANW ABAN W ABAN
W ABANW ABAN
W ABAN W ABAN W ABAN W ABANW ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN
W ABANW ABAN W ABAN
W
A
B
A
N
W ABAN
G
FOFO
FOFO
FO FO
FO
FOFO
FOFO
FO
FO FO
FO
FO
FO
W
W
W
W
WW
W
W
W
W
FOFO
FO
FO
FOFO
FOFO
FO FO
FO
FO
FOFO
FO FO
WW
EE
E
E
G
G
G
G
G
G
G
FOF
O
FO
FO
FO
F
O
F
O
F
O
F
O
FO
FO
W W
W
W
W
W
WW W
F
O
F
O
F
O
F
O
E
E
G
G
FO
FO
F
O
F
O
F
O
W
E
E
E
E
E
E
FO
FO
FO
FO
FO
FO
FO
FO
WW
WW
WW
WW
FO
FO
FO
FO
G G GG
G
G
G GG
G G G
GG G
G
G
G
G
G
G
KB-6
KB-7
KB-8
S
7
9
°5
4
'3
2
.0
9
" E
S
7
9
°5
4
'3
2
.0
9
" E
S
T
3
0
1
+
1
4
.3
9
S
T
3
0
0
+
9
8
.7
2
E
X=660620.7520Y=454694.3368
X=660629.1543Y=454744.6359
X=660641.7492Y=454739.4040
X=660597.7297Y=454556.4515
X=660590.0017Y=454510.1187X=660590.0017Y=454510.1187X=660590.0017Y=454510.1187X=660590.0017Y=454510.1187
X=660637.0491Y=454500.1364
X=660724.8176Y=454740.5581
X=660573.1129Y=454560.8118
X=660565.5239Y=454515.3123
W
W
43+0044+00 45+00 46+00 47+00 48+00
49+00
50+
00
51+
00
52+
00
53+00
70
.5
3'
R.O
.W
.
44
'1
3'
13
'
EX POWERPOLE (TYP)
EX POWERPOLE (TYP)
EX 6" GAS MW
EX FIBER OPTIC(AT&T)
PROTECT
EX FIBER OPTIC(QWEST)
STM MH-B12 (TYPE B)
STA 43+62.13, 0.00'
N=2974.8323
E=7494.1379
EX STM MH-2 (PRIV)STA 43+63.28, -146.43' LN=2974.3122E=7640.5747
EX STM MH (PRIV)STA 43+62.52, -48.51' LN=2974.6600E=7542.6455
97
.9 L
F2
7" R
CP
21
5.1
LF
27
" RC
PEX TAP(TYP)
END PIPE JACKING
STA=52+01.14
OFF=0.00
N=2136.56
E=7472.92
PROPOSED 251.22 LF OF
84" RCP CLASS V W/ STEEL
END RINGS BY JACKING
PER UNION PACIFIC SPECIFICATIONS
N00° 07' 28.98"W
RANGE LINE
N00° 07' 28.98"W
2648.64
RANGE LINE
N00° 00' 21.30"W
1760.64
S8
9° 3
5' 1
4.8
1"W
15
16
.0
0
BY XCEL - CONTRACTOR
CONTACT WAYNE GALLEGOS
EX 10" CI FIRE LINE
CONSTRUCT NEW 4' DIA.
STM MH OVER EX 27" STM
ABANDON EX 27" STM EAST
OF NEW STM MH
EX SAN MH 1 4'ØTO BE REMOVED
EX FIBER OPTIC (VERIZON) CONTRACTOR SHALL CALL
VERIZON PRIOR TO CONSTRUCTION
(DAVID SZABLOWSKI 303-901-7506)
EX FIBER OPTIC
(LEVEL 3)
EX 12" WATER ABOVE PROPOSED 84" RCP
STORM PIPE JACKING IS ABANDONED.
CONTRACTOR TO VERIFY
EX FIBER OPTIC (QWEST)
ISOLATE EX 12" WATER AS NECESSARY
TO INSTALL 84" RCP STORM PIPE.
SEE WATER PLANS FOR DETAILS
EX 12" CI WAT
CONTRACTOR TO PROTECT EXISTING
AT&T FIBER OPTICS LINE IF POSSIBLE.
EX FIBER OPTIC TO BE RELOCATED
BY (AT&T) IF NECESSARY
EX SAN MH 2 4'ØTO BE REMOVED
TVP-149
LAND LINE
N00° 07' 28.98"W
2648.64
TVP-100
E
X
1
2
" W
A
T
E
X
1
0
" G
A
S
E
X
2
1
" S
A
N
E
X
1
0
" G
A
S
E
X
3
6
" S
T
M
EX 10" SAN (ABANDONED)
RAILROAD CROSSINGCL STA: 50+76.57
PERMIT-FOLDER# 2599-97
PLUG AND ABANDON EX 36"
STM WEST TO NEXT STORM
MH PER CCD SPECIFICATIONS.
(APPROXIMATELY 400' +-)
E
X
1
2
" W
A
T
CONTRACTOR SHALL MAINTAIN ACCESS TO SAFEWAY DAHLIA GATE, (ADDRESS 4350/4500 NORTH DAHLIA ST.) AT ALL TIMES.
ONE LANE OF TRAFFIC FROM THE SAFEWAY DAHLIA GATE TO THE SAFEWAY PROPERTY DIRECTLY WEST, (ADDRESS 4600 E.
STAPLETON DRIVE SOUTH AND 4200 THRU 4600 E. 46TH AVE.) SHALL BE MAINTAINED AT ALL TIMES. DURING CONSTRUCTION
FROM APPROXIMATE STATION 38+09 TO APPROXIMATE STATION 44+28, LOCAL TRAFFIC ONLY WILL BE DETOURED TO ENTER
SAFEWAY DAHLIA GATE FROM THE SOUTH. DURING CONSTRUCTION FROM APPROXIMATE STATION 44+28 TO APPROXIMATE
STATION 52+02, LOCAL TRAFFIC ONLY WILL BE DETOURED TO ENTER SAFEWAY DAHLIA GATE FROM THE NORTH. TRAFFIC
CONTROL SIGNAGE SHALL IDENTIFY ADDRESSES TO DIRECT LOCAL TRAFFIC ONLY.
CONTRACTOR SHALL CONTACT LORI BIETZ, (SAFEWAY) @ (303) 316-3242 TO LOCATE PRIVATE COMMUNICATION LINES
CROSSING DAHLIA STREET AT APPROXIMATE ADDRESS OF 4500 NORTH DAHLIA STREET PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL CONTACT RICK RUTTELL, (SAFEWAY MAINTENANCE MANAGER) @ (303) 320-8966 PRIOR TO BEGIN
CONSTRUCTION IN DAHLIA STREET.
COST TO BE INCLUDED IN TRAFFIC CONTROL.
EXISTINGLIGHT(TYPICAL)
EXISTINGOVERHEADELECTRIC(TYPICAL)
EX 1
5" S
AN
EX SAN MH - (389) 4'Ø
EX 12" WATER INSTALLED BY FASTRACKS
IN SUMMER OF 2011.
CONTRACTOR TO VERIFY
PROTECT EXISTING
QWEST FIBER
OPTIC VAULT
PROTECT
EX GAS SERVICE
EXISTING OVERHEAD POWER.
CONTRACTOR SHALL PROTECT.
IF UNABLE CONTRACTOR
TO COORDINATE
RELOCATION WITH XCEL.
CONTACT WAYNE GALLEGOS
(303) 571-6632
CONTRACTOR TO PROTECT
WATER (TYPICAL)
CONTRACTOR
TO PROTECT
WATER
CONTRACTOR TO
PROTECT WATER
EXISTING
12" GAS
(INSTALLED
MARCH 2012)
7.1
6'
5.4
4'
5.2
3'
CONTRACTOR TO PROTECT
EXISTING 5' WALK AND CURB
AND GUTTER . (TYPICAL)
EX 12" WATER IN DAHLIA WAS RELOCATED AND
ABANDONED IN PARKHILL STORM PH IV-A.
CONTRACTOR TO REMOVE ABANDONED 12"
WATER AS NECESSARY TO INSTALL 84" STORM.
COST OF REMOVAL TO BE INCLUDED IN COST OF
84" STORM PIPE
CONTRACTOR TO PROTECT
EXISTING 5' WALK AND CURB
AND GUTTER . (TYPICAL)
MA
TC
HL
IN
E 43+
00
MA
TC
HL
IN
E 52+
25
E
T
U
U
U
U
T
T
U
UU
U
RAILROAD CROSSINGCL STA: 51+28.37
RAILROAD CROSSINGCL STA: 51+43.49
AD
D A
LT
. 2
PH
AS
E V
B
STM
EX 15" SAN
TO BE ABANDONED
EX 18" SAN
EX 18" SAN
EX 18" SANTO BE REMOVED
AS NECESSARY
EX 18" SANTO BE REMOVED
AS NECESSARY
N DAHLIA STREET
SMIT
H R
OA
D
UN
ION
PA
CIF
IC R
R
RTD
EA
STLI
NE
PROTECT EXISTING
DRIVEWAY BOTH
SIDES OF ROAD
EX 6" GAS MWTO BE RELOCATED BY XCEL -
CONTRACTOR TO COORDINATE
CONTACT WAYNE GALLEGOS
(303) 571-6632
KB-6
KB-7
WC=10.3DD=115.9-200=38LL=30PI=15A-6 (2)
WC=3.4DD=108.3+4=8-200=7LL=20PI=1A-1-b (0)
WC=13.5DD=112.3-200=60LL=26PI=13A-6 (5)
WC=18.9DD=108.4-200=62LL=40PI=20WSS=0.00A-6 (10)
WC=5.0DD=106.8+4=0-200=12NVNPA-2-4 (0)
WC=6.8DD=117.5-200=16NVNPWSS=0.00A-2-4 (0)
5225
5230
5235
5240
5245
5250
5255
5260
5225
5230
5235
5240
5245
5250
5255
5260
43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00
EXIST
215.1 LF
@ 0.53%
27" RCP
ST
M M
H-B
12 (T
YP
E B
)
ST
A: 43+
62.13
RIM
=
5250.73
IN
V. IN
=
5229.63 (S
)
EX
IN
V. IN
=5239.17
IN
V. O
UT
=
5229.43 (N
)
EX
IN
V. IN
=5239.17
EX 2" GASSTA: 48+09.97
T.O.P.=5252.42EXISTING GROUND
AT CL OF PIPE
SAN SERVICESTA: 45+19.12
T.O.P.=5233.16
EX F
O (NO
PO
THO
LE)
ASSUM
ED T
.O.P
.STA
: 4
5+
04
.16
T.O
.P.=
52
48
.00
26.08 LF
@ 0.96%
EX 15" SAN
TO BE
ABANDONED
435.2 LF @ 0.30%
84" RCP
EX LEVEL 3
FIBER OPTIC
TO BE RELOCATED
BY LEVEL 3
5 YEAR HGL
Q(5)=347 CFS
Q(FULL)=404 CFS
Q(5)=347 CFS
Q(FULL)=404 CFS
500.3 LF @ 0.30%
21" PVC
2
3
.
2
L
F
@
4
.
3
1
%
2
1
"
P
V
C
40.85 LF
10" D.I.P. WAT
60.13 LF
6" D.I.P. WAT
61.98 LF
2" D.I.P WAT
48.47 LF
10" D.I.P. WAT
RAIL
RO
AD
CRO
SSIN
GC
L STA
: 5
1+
43
.49
RAIL
RO
AD
CRO
SSIN
GC
L STA
: 5
1+
28
.37
RTD EASTLINEUNION PACIFIC
EX 10" D.I.P. WTR
EX 6" D.I.P. WTR
RAIL
RO
AD
CRO
SSIN
GC
L STA
: 5
0+
56
.18
RAIL
RO
AD
CRO
SSIN
GC
L STA
: 5
0+
76
.57
℄ STA= 49+59.26
BEGIN JACKING
℄ STA= 52+05.46
END JACKING
PROPOSED 246 LF OF
84" RCP CLASS V W/ STEEL
END RINGS BY JACKING
PER UNION PACIFIC SPECIFICATIONS
EX 12" WAT
(ABANDONED)
Q(5)=347 CFS
Q(FULL)=404 CFS
ST
M M
H-B
13 (T
YP
E B
)
ST
A: 47+
97.29
RIM
=
5254.25
84" IN
V. O
UT
=
5230.93 (N
)
84" IN
V. IN
=
5231.13 (S
)
FU
TU
RE
ST
M M
H-B
14 (T
YP
E B
)
ST
A: 49+
54.49
RIM
=
5255.83
84" IN
V. O
UT
=
5231.61 (N
)
84" IN
V. IN
=
5231.81 (S
)
FU
TU
RE
ST
M M
H-B
15 (T
YP
E B
)
ST
A: 52+
30.62
RIM
=
5255.62
33" IN
V. IN
=
5248.43 (S
)
33" IN
V. O
UT
=
5248.43 (N
)
84" IN
V. O
UT
=
5232.64 (N
)
84" IN
V. IN
=
5232.84 (S
)
EX 12" STMSTA: ???T.O.P.=5251.60
EX F
O P
HO
NE
2-4
"STA
: ??
?T.
O.P
.=5
25
2.5
2
EX 10" GASSTA: ???
T.O.P.=5250.93 EX 12" STMSTA: ???T.O.P.=5253.25
EX 12" WATSTA: ???T.O.P.=5249.29
EX FO 2-2"STA: ???
T.O.P.=5252.08
EX 12" WATSTA: ???
T.O.P.=5250.41
PIPE CLOSURE (CCD)
STA: 52+05.71
RIM = 5240.73
84" INV. OUT = 5232.56 (N)
84" INV. IN = 5232.56 (S)
XX STA
: 4
9+
48
.62
T.O
.P.=
52
50
.90
'X
X
EX 2" D.I.P WTR
157.2 LF @ 0.30%
FUTURE 84" RCP
251.2 LF @ 0.30%
FUTURE 84" RCP
11 OF 17
MAY 2016
D-04-323-STM-01.dwg
AKS
AKS
AKS
PARK
HIL
L ST
ORM
, PHA
SE V
----
ST
OR
M P
LA
N &
P
RO
FILE
43+
00.00 T
O 52+
00
N
STORM PLAN & PROFILE 43+00.00 TO 52+00
KEY MAP
N.T.S.
E 48TH AVE
I-70
N C
OL
OR
AD
O B
LV
D
N
PHASE IV-A
PHASE V
BA
SE
B
ID
AD
D A
LT
1
N D
AH
LIA
S
T
PHASE IV-A
PHASE V
AD
D A
LT
2
SM
ITH
RD
CONSTRUCTION COMPLETED
NO.
DESC
RIPT
ION
OF R
EVIS
IONS
DATE
BY
CIT
Y A
ND
CO
UN
TY O
F D
ENV
ERD
EPA
RTM
ENT
OF
PUB
LIC
WO
RK
SEN
GIN
EER
ING
DIV
ISIO
N C
API
TAL
PRO
JEC
T M
AN
AG
EMEN
T20
00 W
. 3R
D A
VE.
DEN
VER
, CO
802
23TE
L.: (
303)
446
-361
7 F
AX
: (30
3) 4
46-3
647
CALL
UNC
CTW
O W
ORKI
NG D
AYS
BEFO
RE Y
OU D
IG1-
800-
922-
1987
UTIL
ITY
NOTI
FICA
TION
CEN
TER
OFCO
LORA
DOD
E N
V E
RTH
E M
ILE
HIGH
CIT
Y
CONTRACTOR SHALL COORDINATE WITH
RTD-FASTRACKS AT SMITH ROAD AND
DAHLIA STREET FOR ALL CONSTRUCTION
ON DAHLIA STREET. DAHLIA STREET
SOUTH OF I-70 CAN NOT BE CLOSED AT
THE SAME TIME DAHLIA STREET NORTH OF
I-70 IS CLOSED OR AT THE SAME TIME AS
HOLLY STREET IS CLOSED.
CONTACT JESSE GROSS FASTRACKS
(303) 837-2603 WORK
(720) 334-3583 CELL
NOTES:
1. THE CITY OF DENVER
ASSUMES NO RESPONSIBILITY
FOR EXISTING UTILITY
LOCATIONS. THE UTILITIES
SHOWN ON THIS DRAWING
HAVE BEEN PLOTTED FROM
THE BEST AVAILABLE
INFORMATION. IT IS,
HOWEVER, THE
CONTRACTOR'S
RESPONSIBILITY TO FIELD
VERIFY THE LOCATION OF ALL
UTILITIES PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
2. STORM SEWER PIPE LENGTHS
ARE TWO DIMENSIONAL
LENGTHS. LENGTHS ARE
CENTER TO CENTER
BETWEEN MANHOLES AND TO
INSIDE OF BOX FOR INLETS.
3. STORM SEWER LENGTHS
WITH FLARED END SECTIONS
ARE TO END OF FLARED END
SECTION.
4. STORM SEWER MAIN SHALL
BE ASTM C-76 CLASS III PIPE
UNLESS OTHERWISE NOTED.
SA
NS
AN
T
G ABAN
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
W
W A
BA
NW
A
BA
NW
A
BA
NW
A
BA
NW
A
BA
NW
A
BA
NW
A
BA
NW
A
BA
NW
A
BA
NW
A
BA
N
M
M
FO
FO
W
W
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
F
O
FO
FO
FO
FO
FO
WW
WW
WW
W
W
W
G A
BA
N
G A
BA
NG
A
BA
NG
A
BA
NG
A
BA
NG
A
BA
NG
A
BA
NG
A
BA
N
GG
GG
GG
GG
G
G
W ABAN
28+
00
29+
00
30+
00
31+
00
SA
N
80'
R.O.W.
23.13'
N D
AH
LIA
ST
44' 18'18'
EX POWER
POLE (TYP)
RAIL ROAD CROSSING
CL STA: 28+51.11
RAIL ROAD CROSSING
CL STA: 28+81.09
STM MH-B8 (MH TEE)
STA 29+54.36, 0.00'
N=4382.5512
E=7501.1478
EX 12" CI WAT (1955)
BEGIN PIPE JACKING
STA=31+42.02
OFF=0.00
N=4194.88
E=7501.57
318.47 LF
84" RCP
0+00 1+00
SINGLE TYPE 16 INLET B-8.1
STA 0+30.83, 0.00' R
N=4382.5379
E=7476.6846
24.46 LF
18" RCP
19.53 LF
18" RCP
STORM-3
20.99'
33.66'
37.5'
19.13'
14.26'
21.5'
PROTECT EXISTING
12" PVC
PROTECT
1" COPPER
12" PVC
SEE WATER PLANS
FOR DETAILS
EX CROSS PAN
TO BE REMOVED AND
REPAVED W/ AC WITH
CROWN CROSS SECTION
SINGLE TYPE 16 INLET B-8.2
STA 29+54.42, -19.53' L
N=4382.5372
E=7520.6814
PROTECT EX AT&T F.O. - IF UNABLE
TO PROTECT CONTRACTOR
TO COORDINATE WITH
IAN WETTELAND (303) 324-6001 AND
TOM JAKSE (720) 289-5471
PROTECT EXISTING
FIBER OPTIC/TELE.
(TYPICAL)
PROTECT EXISTING
O.H. ELECTRIC
(TYPICAL)
S
T
M
G ABAN
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
E
X
O
H
E
E
X
O
H
E
W A
BA
NW
A
BA
NW
A
BA
NW
A
BA
N
W A
BA
N
W A
BA
N
T
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
WW
W
WW
W
W
W
W
W
G A
BA
N
G A
BA
N
G A
BA
N
G A
BA
N
G A
BA
N
GG
G
GG
G
G
GG
G
W ABAN
31
+0
03
2+
00
33
+0
0
80'
R.O.W.
N D
AH
LIA
ST
44' 18'18'
EX POWER
POLE (TYP)
EX TELEPHONE
VAULT
RAIL ROAD CROSSING
CL STA: 32+28.55
RAIL ROAD CROSSING
CL STA: 31+72.94
166.38 LF
84" RCP
END PIPE JACKING
STA=32+62.02
OFF=0.00
N=4074.89
E=7501.84
BEGIN PIPE JACKING
STA=31+42.02
OFF=0.00
N=4194.88
E=7501.57
318.47 LF
84" RCP
STM MH-B9 (MH TEE)
STA 32+72.83, 0.00'
N=4064.0791
E=7501.8660
0+00
0+80
SINGLE TYPE 16 INLET-B9.1
STA 0+17.76, 0.00'
N=4064.2571
E=7477.1223
24.74 LF
18" RCP
19.69 LF
18" RCP
SINGLE TYPE 16 INLET B9.2
STA 0+62.19, 0.00'
N=4063.9023
E=7521.5564
STORM-4
PROTECT
EX TELEPONE (QWEST)
S
T
M
12" PVC
PROTECT 12" PVC
PROTECT EXISTING
12" PVC
12" PVC
SEE WATER PLANS
FOR DETAILS
12" PVC
PROTECT
EX AT&T VAULT
PROTECT EX AT&T F.O. - IF UNABLE
TO PROTECT CONTRACTOR
TO COORDINATE WITH
IAN WETTELAND (303) 324-6001 AND
TOM JAKSE (720) 289-5471
(TYPICAL)
PROTECT EXISTING
O.H. ELECTRIC
(TYPICAL)
5220
5225
5230
5235
5240
5245
5250
5255
5220
5225
5230
5235
5240
5245
5250
5255
0+00 1+00
SIN
GLE
T
YP
E 16 IN
LE
T B
-8.1
ST
A: 0+
30.83
RIM
=
5238.10
18" IN
V. O
UT
=
5233.22 (E
)
24.46 LF
@ 9.76%
18" RCP
ST
M M
H-B
8 (M
H T
EE
)
ST
A: 29+
54.36
RIM
=
5238.68
84" IN
V. IN
=
5224.80 (S
)
84" IN
V. O
UT
=
5224.80 (N
)
18" IN
V. IN
=
5230.83 (W
)
18" IN
V. IN
=
5230.83 (E
)
19.53 LF
@ 5.47%
18" RCP
493.0 LF
@ 0.30%
24" PVC SAN
SIN
GLE
T
YP
E 16 IN
LE
T B
-8.2
ST
A: 29+
54.42
RIM
=
5238.30
18" IN
V. O
UT
=
5231.90 (W
)
PROTECT
EX 6" GAS (NO LOCATE)
FIELD VERIFY
STA: 0+40.84
T.O.P.=5235.00
PROTECT
EX TEL (Qwest)
STA: 0+72.91
T.O.P.=5237.00
PROTECT
EX TEL (NO LOCATE)
FIELD VERIFY
STA: 0+76.88
T.O.P.=5235.15
EXISTING GROUNDAT CL OF PIPE
5 YEAR HGL
Q(5)=0.8 CFS
Q(FULL)=33 CFS
Q(5)=2.2 CFS
Q(FULL)=24.58 CFS
PROTECT
12" PVC WAT
5220
5225
5230
5235
5240
5245
5250
5255
5220
5225
5230
5235
5240
5245
5250
5255
0+00 0+80
SIN
GL
E T
YP
E 1
6 IN
LE
T-B
9.1
ST
A: 0
+1
7.7
6
RIM
=
5
24
0.8
1
18
" IN
V. O
UT
=
5
23
3.1
4 (E
)
24.74 LF
@ 5.17%
18" RCP
ST
M M
H-B
9 (M
H T
EE
)
ST
A: 3
2+
72
.8
3
RIM
=
5
24
1.5
9
84
" IN
V. IN
=
5
22
5.7
6 (S
)
84
" IN
V. O
UT
=
5
22
5.7
6 (N
)
18
" IN
V. IN
=
5
23
1.8
6 (W
)
18
" IN
V. IN
=
5
23
1.8
6 (E
)
19.69 LF
@ 3.02%
18" RCP
SINGLE TYPE 16 INLET B9.2
STA: 0+62.19
RIM = 5241.24
18" INV. OUT = 5232.45 (W)
EX 12" WAT
(ASSUMED ELEV)
STA: 0+47.46
T.O.P.=5236.68
493.0 LF
@ 0.30%
24" PVC SAN
PROTECT
EX FO (AT&T) NO LOCATE
FIELD VERIFY
STA: 0+19.88
T.O.P.=5236.90
PROTECT
EX 6" GAS (NO LOCATE)
FIELD VERIFY
STA: 0+30.46
T.O.P.=5237.66
PROTECT
EX TEL (NO LOCATE)
FIELD VERIFY
STA: 0+59.47
T.O.P.=5237.30
PROTECT
EX TELE (NO LOCATE)
FIELD VERIFY
STA: 0+60.69
T.O.P.=5237.28
EXISTING GROUNDAT CL OF PIPE
5 YEAR HGL
Q(5)=0.5 CFS
Q(FULL)=24 CFS
Q(5)=2.8 CFS
Q(FULL)=18 CFS
PROTECT
12" PVC WAT
EX 6
" GAS
STA
: 0
+5
6.2
5T.
O.P
.=5
23
8.5
3'
PR
OT
EC
T
G A
BA
NG
A
BA
NG
A
BA
NG
A
BA
NG
A
BA
NG
A
BA
NG
A
BA
NG
A
BA
NG
A
BA
NG
A
BA
NG
A
BA
NG
A
BA
N
SA
N
S
A
N
S
A
N
S
A
N
S
A
N
SA
NS
AN
SA
NS
AN
SAN
SA
N
F
O
A
B
A
N
F
O
A
B
A
N
EX
C
AB
LE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
W
W
W
W
W
XX
XX
XX
XX
XX
XX
XX
X
X
X
X
W A
BA
NW
A
BA
NW
A
BA
NW
A
BA
NW
A
BA
NW
A
BA
N
FO
FO
FO
FO
FO
FO
FO
W
W
WW
WW
W
W
FO
FO
FO
FO
F
O
F
O
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
WW
W
S
A
N
S
A
N
FO
FO
FO
FO
FO
FO
G
G
G
G
G
G
G
GG
G
37
+0
0
38
+0
0
39
+0
0
40
+0
0
SA
N
EX 18" PVC SAN
EX 18" PVC SAN
N D
AH
LIA
ST
RE
ET
STAPLETON DR. S.
INTERSTATE-70(ELEVATED)
E
X
A
B
A
N
D
O
N
E
D
S
A
N
I
T
A
R
Y
STM MH-B11 (TYPE B)
STA 39+39.30, 0.00'
N=3397.6691
E=7494.6605
500.09 LF
EX TAP
(TYP)
37.59'
23.62'
29.13'
END PIPE JACKING
STA=38+13.44
OFF=4.81
N=3523.59
E=7491.76
12" PVC
0+00 0+91.88
STORM-5
422.84 LF
84" RCP
206.37 LF
24" PVC
331.77 LF
21" PVC
22.00 LF
18" RCP
29.88 LF
18" RCP
12' TYPE 14 INLET-B-11.2
STA 0+71.88, 0.00'
N=3397.6997
E=7516.6632
6' TYPE 14 INLET-B-11.1
STA 0+20, 0.00'
N=3397.6276
E=7464.7849
EX 18" PVC SANEX 18" PVC SAN
PROTECT
EX F.O. (AT&T)
PROTECT
EX F.O. (QWEST)
PROTECT EX GAS
5225
5230
5235
5240
5245
5250
5255
5260
5225
5230
5235
5240
5245
5250
5255
5260
0+00 0+92
6' T
YP
E 1
4 IN
LE
T-B
-1
1.1
ST
A: 0
+2
0
RIM
=
5
24
6.9
2
18
" IN
V. O
UT
=
5
23
8.9
6 (E
)
PROTECT
EX 6" GAS (NO LOCATE)
FIELD VERIFY
STA: 0+23.94
T.O.P.=5242.87
ST
M M
H-B
11
(T
YP
E B
)
ST
A: 3
9+
39
.3
0
RIM
=
5
24
7.4
8
84
" IN
V. IN
=
5
22
8.1
6 (S
)
84
" IN
V. O
UT
=
5
22
7.9
6 (N
)
18
" IN
V. IN
=
5
23
7.4
7 (E
)
18
" IN
V. IN
=
5
23
7.4
7 (W
)
12
' T
YP
E 1
4 IN
LE
T-B
-1
1.2
ST
A: 0
+7
1.8
8
RIM
=
5
24
7.0
1
18
" IN
V. O
UT
=
5
23
8.5
7 (W
)
29.88 LF
@ 5.00%
18" RCP
PROTECT
EX ATT FO (NO LOCATE)
FIELD VERIFY
STA: 0+30.40
T.O.P.=5243.07
PROTECT
FO (QWEST) NO LOCATE
FIELD VERIFY
STA: 0+62.10
T.O.P.=5244.19
PROTECT
FO (QWEST) NO LOCATE
FIELD VERIFY
STA: 0+66.91
T.O.P.=5244.08
EX 12" WAT FIELD VERIFY
(ASSUMED T.O.P.)
STA: 0+56.37
T.O.P.=5242.83
(ABANDONED)
EXISTING GROUNDAT CL OF PIPE
22.00 LF
@ 5.00%
18" RCP
5 YEAR HGL
Q(5)=1.7 CFS
Q(FULL)=23 CFS
Q(5)=6.9 CFS
Q(FULL)=23 CFS
206.60 LF
@ 0.41%
EX 18 SAN"
13 OF 17
MAY 2016
D-04-323-STM-02.dwg
AKS
AKS
AKS
PARK
HIL
L ST
ORM
, PHA
SE V
----
----
ST
OR
M LA
TE
RA
LS
P
LA
N A
ND
P
RO
FILE
N
STORM-5 PLAN AND PROFILE
KEY MAP
N.T.S.
E 48TH AVE
I-70
N C
OL
OR
AD
O B
LV
D
N
PHASE IV-A
PHASE V
BA
SE
B
ID
AD
D A
LT
1
N D
AH
LIA
S
T
PHASE IV-A
PHASE V
AD
D A
LT
2
SM
ITH
RD
CONSTRUCTION COMPLETED
NOTES:
1. THE CITY OF DENVER ASSUMES NO RESPONSIBILITY FOR
EXISTING UTILITY LOCATIONS. THE UTILITIES SHOWN ON
THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST
AVAILABLE INFORMATION. IT IS, HOWEVER, THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES PRIOR TO THE
COMMENCEMENT OF ANY CONSTRUCTION.
2. STORM SEWER PIPE LENGTHS ARE TWO DIMENSIONAL
LENGTHS. LENGTHS ARE CENTER TO CENTER BETWEEN
MANHOLES AND TO INSIDE OF BOX FOR INLETS.
3. STORM SEWER LENGTHS WITH FLARED END SECTIONS
ARE TO END OF FLARED END SECTION.
4. STORM SEWER MAIN SHALL BE ASTM C-76 CLASS III PIPE
UNLESS OTHERWISE NOTED.
STORM-3 PLAN AND PROFILE STORM-4 PLAN AND PROFILE
NO.
DESC
RIPT
ION
OF R
EVIS
IONS
DATE
BY
CIT
Y A
ND
CO
UN
TY O
F D
ENV
ERD
EPA
RTM
ENT
OF
PUB
LIC
WO
RK
SEN
GIN
EER
ING
DIV
ISIO
N C
API
TAL
PRO
JEC
T M
AN
AG
EMEN
T20
00 W
. 3R
D A
VE.
DEN
VER
, CO
802
23TE
L.: (
303)
446
-361
7 F
AX
: (30
3) 4
46-3
647
CALL
UNC
CTW
O W
ORKI
NG D
AYS
BEFO
RE Y
OU D
IG1-
800-
922-
1987
UTIL
ITY
NOTI
FICA
TION
CEN
TER
OFCO
LORA
DOD
E N
V E
RTH
E M
ILE
HIGH
CIT
Y
ST
MS
TM
T
T
T
T
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
G
G
G
TT
GG
T
G
G ABAN G ABANG ABAN G ABAN G ABAN G ABAN G ABAN G ABAN G ABAN G ABAN G ABAN G ABAN G ABAN
SA
N
SA
N
S
A
N
SA
N
SA
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SANSAN
SAN SAN SANSAN
SAN SAN SAN SAN SAN
SA
N
SA
N
SA
N
ST
M
G A
BA
N
FIBER OPTIC CABINET
F
O
A
B
A
N
G
G A
BA
N
G ABAN
G A
BA
N
G
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX
O
HE
EX OHEEX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHEEX OHE
EX OHEEX OHE
EX OHE
EX OHEEX OHE
EX OHE
EX OHE
EX
O
HE
EX
O
HE
E
X
O
H
EE
X
O
H
E
EX OHEEX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHEEX OHE
EX OHE
EX
O
HE
EX
O
HE
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
W
W
W
W
W
W
W
W
W
W
W
X X X
X
X
X
X X X X X
XXXXXXXXX
X
X
W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN
W ABAN W ABANW ABAN W ABAN W ABAN
W ABANW ABAN
W ABANW ABAN
W ABANW ABAN
W ABANW ABAN
W ABAN
W ABAN
W ABAN
F
O
M
M
M
M
T
T
T
M
M
T
FO
G
G
W W
FO
FO
FO
FO
FO FO
FO
FO
G
W
W
W
FO
FO
FOFO FO FO
FOFO
FO
FO
FO
FO
FO
FO
FOF
O
FO
FO
FO
FO
FO FO
FO
W
WW
WW
WW
FO
FO
FO
FO
FO
FO
F
O
FO
FOFO
FO
FO
FO
FOFO
FO
FO
F
O
FO FO FO
FO
FO
FOFO
FO
FO FO
FO
FO
FO
W
W
WW
WW W W W
W
WW
W
W
W
W
WW
WW
S
A
N
FOFO
FO
FO
FO
FO
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABANG ABAN
G ABAN G ABANG ABAN
G ABANG ABAN
G ABAN
G ABAN
G ABAN
G
G
G
G
G G GG
G
G
G
GG
G
G
GG
G
G
G
G
G
G
G
G G
G G
KB-2
KB-3
KB-1
KB-4
KB-5
N DAHLIA STREET
STA
PLET
ON
DR
. S.
STA
PLET
ON
DR
. N.
INTE
RST
ATE
-70
(ELE
VA
TED
)
NO PAVING
UNDER I-70
BN
SF
65.53'
70.53'
80'
80'
80'
80'
48T
H A
VE
NU
EP
HA
SE
IV
-A
PH
AS
E V
BA
SE
B
ID
AD
D A
LT
. 1
AD
D A
LT
. 2
BA
SE
B
ID
AD
D A
LT
. 1
STM STM STM
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G ABAN G ABAN G ABAN G ABAN G ABAN G ABAN G ABAN G ABAN G ABAN G ABAN G ABAN G ABAN G ABANG ABAN
G ABAN
G ABANG ABAN G ABAN G ABAN G ABAN G ABAN G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
SAN SAN SAN
S
A
N
S
A
N
S
A
N
SANSAN
SAN SAN SAN SANSAN
SA
N
SAN SAN SAN SAN SAN SAN SAN SAN
SA
N
SANSAN
SAN SAN SAN
S
A
N
F
O
A
B
A
N
T
T
T
T
T
T
T
T
F
O
A
B
A
N
W
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHEEX OHE
EX OHEEX OHE EX OHE
EX OHEEX OHE
EX OHEEX OHE EX OHE EX OHE EX OHE EX OHE EX OHE EX OHE EX OHE EX OHE
EX OHE
EX OHE
E
X
O
H
E
E
X
O
H
E
EX
O
HE
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
EX OHE
S
A
N
S
T
M
S
T
M
S
A
N
FO
AB
AN
FO ABANFO ABAN
FO
AB
AN
W
W
A
B
A
N
W
A
B
A
N
W
A
B
A
N
W A
BA
N
W
W
W
W
W
W
W
X
X
X
X X X X X X X X X X X X X X
X X X X X X X X X
X
X
X
X X X X X
XXXXXXXXXXXXXX
X
X
W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABANW ABAN W ABAN W ABAN W ABAN W ABAN W ABAN
W ABAN W ABAN
W ABAN
T
FO
FO
FO
FO FO
FOFO
FOFO
FO FO
F
O
FO FO
FOFO FO
FO
FOW
WW
WW
WW
W
WW W
W
FO
FO
FO
FO
FO
FO
FO
FOFO
FO
FOFO FO FO
FO
FO FO
FO
F
O
FO
FO
FO
FO
W
E
E
E
E
E
G
G
G
G
G
FO
FO
FO
F
O
F
O
FO
FO
FO FO
WW
W
W
W
W WW
F
O
F
O
E
G
G
FO
F
O
F
O
FO
FO
W
E
E
E
E
FO
FO
FO
FO
FO
FO
FO
FO
W
S
A
N
FO
FO
W W W W W
FO
FO
FO
FO
G
G
G
G
G
G G
G G GG G G G G
G G GG G G
G
G
G
G
KB-5
KB-6
KB-7
KB-8
E
T
U
U
U
U
T
T
U
UU
U
X=660620.7520Y=454694.3368
X=660629.1543Y=454744.6359
X=660641.7492Y=454739.4040
X=660597.7297Y=454556.4515
X=660590.0017Y=454510.1187X=660590.0017Y=454510.1187X=660590.0017Y=454510.1187X=660590.0017Y=454510.1187
X=660637.0491Y=454500.1364
X=660638.6004Y=454361.4646
X=660711.8268Y=454361.4439
X=660724.8176Y=454740.5581
X=660573.1129Y=454560.8118
X=660565.5239Y=454515.3123
X=660468.7147Y=454558.5754X=660468.7141Y=454558.5755X=660468.7068Y=454558.5788
W
W
N DAHLIA STREET
SMIT
H R
OA
D
STA
PLET
ON
DR
. S.
UPR
R
END PAVING
AT ROW
65.53'
70.53'
RTD
EA
STLI
NE
AD
D A
LT
. 1
AD
D A
LT
. 2
AD
D A
LT
. 2
PH
AS
E V
B
14 OF 17
MAY 2016
D-04-323-PAV-PH.dwg
AKS
AKS
AKS
PARK
HIL
L ST
ORM
, PHA
SE V
----
----
PA
VIN
G P
LA
N
PAVING PLAN NO.
DESC
RIPT
ION
OF R
EVIS
IONS
DATE
BY
CIT
Y A
ND
CO
UN
TY O
F D
ENV
ERD
EPA
RTM
ENT
OF
PUB
LIC
WO
RK
SEN
GIN
EER
ING
DIV
ISIO
N C
API
TAL
PRO
JEC
T M
AN
AG
EMEN
T20
00 W
. 3R
D A
VE.
DEN
VER
, CO
802
23TE
L.: (
303)
446
-361
7 F
AX
: (30
3) 4
46-3
647
CALL
UNC
CTW
O W
ORKI
NG D
AYS
BEFO
RE Y
OU D
IG1-
800-
922-
1987
UTIL
ITY
NOTI
FICA
TION
CEN
TER
OFCO
LORA
DOD
E N
V E
RTH
E M
ILE
HIGH
CIT
Y
N
KEY MAP
N.T.S.
E 48TH AVE
I-70
N C
OL
OR
AD
O B
LV
D
N
PHASE IV-A
PHASE V
BA
SE
B
ID
AD
D A
LT
1
N D
AH
LIA
S
T
PHASE IV-A
PHASE V
AD
D A
LT
2
SM
ITH
RD
CONSTRUCTION COMPLETED
CONCRETE PAVING AT
SMITH AND DAHLIA
INTERSECTION.
1,355 SY
EXISTING A.C. TO BE
REMOVED AND REPLACED
DAHLIA STREET
11,000 SY
NOTE:
DAHLIA STREET WILL BE REPAVED
FROM LIP OF GUTTER TO LIP OF
GUTTER AS SHOWN.
MIN
PAVEMENT SECT
3'℄
80'
2'3' 2'
VARIES
44.76' MIN
PAVEMENT SECT
5'
SIDEWALK
C&G
℄
65.53' AND 70.53'
C&G
5'
SIDEWALK
44'
BOTTOM 9" S100
PG 64-22
25% RAP
TOP 2.5"
S100 PG 64-22
20% RAP
BOTTOM 9" S100
PG 64-22
25% RAP
TOP 2".5
S100 PG 64-22
20% RAP
5' PAN
SEE THIS SHEET
FOR DETAIL
5' PAN
SEE THIS SHEET
FOR DETAIL
2%
2%
EA
ST
RO
W
WE
ST
RO
W
EA
ST
RO
W
WE
ST
RO
W
DAHLIA STREET (SOUTH OF I-70) CROSS SECTIONDAHLIA STREET (NORTH OF I-70) CROSS SECTION
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
G
A
B
A
N
WW
WW
G A
BA
N
G A
BA
N
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABANG ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABAN
G ABANG ABAN
G ABAN
SAN SAN SAN SAN SAN
SA
N
SA
N
SA
N
SA
N
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
SANSAN
T
T
T
T
T
T
T
T
T
T
T
FO
F
O
A
B
A
N
F
O
A
B
A
N
F
O
A
B
A
N
F
O
A
B
A
N
F
O
A
B
A
N
F
O
A
B
A
N
F
O
A
B
A
N
F
O
A
B
A
N
FO
A
BA
N
F
O
A
B
A
N
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
EX
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
EX
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
E
X
O
H
E
EX
OH
E
W
A
B
A
N
W
A
B
A
N
WW
W
WW
W
W
X
X
X
X X X X X X X X X X X
W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABANW ABAN W ABAN
W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABAN W ABANW ABAN W ABAN W ABAN W ABAN
W
A
B
A
N
W
A
B
A
N
W ABAN
W ABAN
W
W
FO
FO
FO
FO
FO
FO
FO
FO
FO
W
W
W
W
WW
W
W
W
W
FOFO
FOFO
FO
FO
E
E
E
E
EE E
E
E
E
E
E
W
W
FO
FO
FO
FO
FO FO
FO
FO
F
O
FO
FO
FO
FO
FO
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
WW W
W WW
WW
W WW
W
W
W
W
W
WW
FO
FO
E
E
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO
GG
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
KB-7
N=2,388.26
E=7,495.49
N=2,387.88
E=7,489.48
N=2,391.01
E=7,492.41
N=2,363.96
E=7,494.72
N=2,324.32
E=7,486.95
N=2,407.05
E=7,508.53
N=2,407.78
E=7,468.65
N=2,377.94
E=7,490.25
N=2,324.00
E=7,492.94
REMOVE EXISTING MEDIAN AS DIRECTED
BY CONSTRUCTION ENGINEER AND
REPLACE WITH PATTERNED CONCRETE
MEDIAN. SEE NORTH MEDIAN DETAIL ON
SHEET 16
REMOVE EXISTING PAVEMENT AS DIRECTED BY
CONSTRUCTION ENGINEER AND REPLACE WITH
CONCRETE PAVEMENT PER CCD STANDARDS.
CONTRACTOR TO PROVIDE CONCRETE GRID LINE
PLANS FOR APPROVAL PRIOR TO INSTALLATION OF
CONCRETE PAVEMENT. SEE SECTION DETAIL ON
SHEET 16
N=2,323.35
E=7,505.43
N=2,325.42
E=7,465.96
BEGIN JACKING/BORE 84" RCP
N=2,380.75
E=7,479.15
BEGIN JACKING/BORE 21" SAN
N=2,388.16
E=7,492.48
T
T
STM STM STM STMSTM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM
SA
N
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN
SAN
S
A
N
S
A
N
SANSAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN SAN SAN SAN SAN SAN SAN SAN SANSAN
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
EX OHE
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
S
T
M
FO
AB
AN
FO
AB
AN
FO
AB
AN
FO
AB
AN
FO
AB
AN FO ABAN
FO ABAN FO ABAN FO ABANFO ABAN
FO ABAN FO ABANFO ABAN
FO ABAN
FO ABAN
FO ABAN
FO ABAN
FO ABAN
FO ABAN
FO ABAN
FO ABAN
FO
AB
AN
FO
AB
AN
FO A
BA
N
FO
AB
AN
FO ABANFO ABAN
FO ABAN
G GG
W ABAN
W ABAN
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
EE E
E
E
E
EE
E
E
G
G
G
G
G
G
G
G
G
G
G
F
O
F
O
F
O
F
O
F
O
FOFO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO FO
FO
FO FO FO
FO
FO
FO
FO
W
W
W
W
W
W
W
W
W W
W
WW W W W W W W W W W W
W
W
W
W
W
W
W
W
F
O
F
O
F
O
F
O
F
O
F
O
F
O
FO
G
G
G
G
G
G
G
G
G
G G G
G
G
G
G
G
W
W
W
FOFO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FOFO FO
FO
FO
FO
FO
FO
FO
FO
FOFO FO
FOFO
FO FO
FO
FO
FO
G G GG G G G
KB-8
SMIT
H R
OA
D
N=2,069.36
E=7,467.67
N=2,068.99
E=7,462.69
N=2,071.67
E=7,465.00
N=2,020.35
E=7,471.27
N=2,019.98
E=7,466.28
N=2,005.73
E=7,471.82
N=2,005.72
E=7,466.82
N=1,979.60
E=7,471.88
N=1,979.59
E=7,466.88
N=1,977.10
E=7,469.38
REMOVE EXISTING MEDIAN AND
REPLACE WITH PATTERNED CONCRETE
MEDIAN. SEE DETAIL ON SHEET 16
N=2,013.05
E=7,471.67
N=2,012.86
E=7,466.68
REMOVE EXISTING PAVEMENT PER CCD CONSTRUCTION ENGINEER AND
REPLACE WITH CONCRETE PAVEMENT PER CCD STANDARDS.
CONTRACTOR TO PROVIDE CONCRETE GRID LINE PLANS FOR APPROVAL
PRIOR TO INSTALLATION OF CONCRETE PAVEMENT. SEE SECTION DETAIL
ON SHEET 16
N=1,979.60
E=7,469.38
N=2,069.17
E=7,465.18
N=1,974.16
E=7,494.90
N=1,974.06
E=7,451.04
SOUTH B
SOUTH B
SOUTH A
SOUTH A
15 OF 17
MAY 2016
D-04-323-MEDIAN.dwg
AKS
AKS
AKS
PARK
HIL
L ST
ORM
, PHA
SE V
----
----
ME
DIA
N P
LA
N
NO.
DESC
RIPT
ION
OF R
EVIS
IONS
DATE
BY
CIT
Y A
ND
CO
UN
TY O
F D
ENV
ERD
EPA
RTM
ENT
OF
PUB
LIC
WO
RK
SEN
GIN
EER
ING
DIV
ISIO
N C
API
TAL
PRO
JEC
T M
AN
AG
EMEN
T20
00 W
. 3R
D A
VE.
DEN
VER
, CO
802
23TE
L.: (
303)
446
-361
7 F
AX
: (30
3) 4
46-3
647
CALL
UNC
CTW
O W
ORKI
NG D
AYS
BEFO
RE Y
OU D
IG1-
800-
922-
1987
UTIL
ITY
NOTI
FICA
TION
CEN
TER
OFCO
LORA
DOD
E N
V E
RTH
E M
ILE
HIGH
CIT
Y
N
KEY MAP
N.T.S.
E 48TH AVE
I-70
N C
OL
OR
AD
O B
LV
D
N
PHASE IV-A
PHASE V
BA
SE
B
ID
AD
D A
LT
1
N D
AH
LIA
S
T
PHASE IV-A
PHASE V
AD
D A
LT
2
SM
ITH
RD
CONSTRUCTION COMPLETED
NOTE: THE MEDIAN IMPROVEMENTS ARE INCORPORATED
FROM THE RTD FASTRACK IMPROVEMENTS.
CONTRACTOR SHOULD REFERENCE THOSE PLANS FOR
DESIGN DETAILS.
DAHLIA STREET MEDIAN PLAN-NORTH OF SMITH ROAD
DAHLIA STREET MEDIAN PLAN-SOUTH OF SMITH ROAD
NORTH OF SMITH RD
SOUTH OF SMITH RD
S
M
IT
H
R
D
16 OF 17
MAY 2016
D-04-323-MEDIAN.dwg
AKS
AKS
AKS
PARK
HIL
L ST
ORM
, PHA
SE V
----
----
ME
DIA
N D
ET
AIL
NO.
DESC
RIPT
ION
OF R
EVIS
IONS
DATE
BY
CIT
Y A
ND
CO
UN
TY O
F D
ENV
ERD
EPA
RTM
ENT
OF
PUB
LIC
WO
RK
SEN
GIN
EER
ING
DIV
ISIO
N C
API
TAL
PRO
JEC
T M
AN
AG
EMEN
T20
00 W
. 3R
D A
VE.
DEN
VER
, CO
802
23TE
L.: (
303)
446
-361
7 F
AX
: (30
3) 4
46-3
647
CALL
UNC
CTW
O W
ORKI
NG D
AYS
BEFO
RE Y
OU D
IG1-
800-
922-
1987
UTIL
ITY
NOTI
FICA
TION
CEN
TER
OFCO
LORA
DOD
E N
V E
RTH
E M
ILE
HIGH
CIT
Y
11.0'
LANELANE
DAHLIA ST
L
C
SDWK LANE
DAHLIA ST
L
C
11.0'14.5'
10.5'
PGL
EXISTING
PAVEMENT
2%
SAW CUT
2%
SDWK
2%
11.0'
LT TURN
LANE
LANE
TYPICAL SECTION-MEDIAN SOUTH B
SDWK
2%
2%
EXISTING
R/W
EXISTING
R/W
EXISTING
R/W
PROPOSED
R/W
TYPICAL SECTION NOTES
GROOVE DIMENSIONS
WIDTH = APPROX 1/4"
DEPTH = APPROX 1/2"
BACK OF CURB
3
'-
0
"
T
Y
P
3
'
-
0
"
T
Y
P
65.00'
EXISTING
R/W
37.0'37.0'
8.0'1.5'
2.5
'
8.0' 1.5'
37.0'
37.0'
VARIES 37.0' TO 66.0'
8.0'
2.5'
2.5'
1'-0"
1'-6"
1
1
2
"4
1
2
"
9"
1
1
2" R
1
8" R
9" VERTICAL CURB & 1' SPILL PAN DETAIL
9" VERTICAL CURB & 1' SPILL PAN DETAIL NOTES:
SE
E
NO
TE
1
1"
6" CURB AND GUTTER - 2' PAN
PER CCD STD DWG 5.3a
6" CURB AND GUTTER - 2' PAN
PER CCD STD DWG 5.3a
6" CURB AND GUTTER - 2' PAN
PER CCD STD DWG 5.3a
15
" (S
EE
N
OT
E 1
)
5.5'
4.0'
VARIES
5.5' TO 9.5'
1. IF CONSTRUCTED ADJACENT TO HMA PAVEMENT, PAN THICKNESS IS
6" MINIMUM . IF CONSTRUCTED ADJACENT TO PCC PAVEMENT, PAN
THICKNESS TO MATCH THICKNESS OF ADJACENT PCC PAVEMENT.
VARIES
11.0' TO 15.0'
LT TURN
LANE,
STRIPED
MEDIAN
6" CURB AND GUTTER-1' SPILL PAN
PER CCD STD DWG 5.3a (TYP)
1.5'
(TYP)
1.5'
(TYP)
4.0'
CURB HEAD-FILL SECTION
POSS
POSS
POSS
PLACE 4 INCHES OF TOPSOIL TO THIS LINE AFTER COMPLETION
OF PAVING OPERATIONS. IF EXISTING MATERIAL IS OTHER THAN SOIL,
REPLACE IN KIND.
CONSTRUCT AT 2.0% CROSS SLOPE IN FULL RECONSTRUCTION AREAS.
MATCH EXISTING CROSS SLOPE IN PAVEMENT WIDENING AREAS
EXCEPT AS SHOWN IN THE CROSS SECTIONS.
VERTICAL ALIGNMENT CONTROL POINTS.
POINT OF SLOPE SELECTION
PROVIDE CURB AND GUTTER TRANSITION FROM STANDARD TO MATCH
EXISTING GROUND OVER A DISTANCE OF 6'-0". THIS APPLIES WHERE
CURB AND GUTTER ENDS AT ALL TRACK CROSSING.
FOR VARYING DIMENSIONS SEE PLAN AND PROFILE SHEETS FOR
ADDITIONAL DETAIL.
SEE PAVING AND GRADING PLANS FOR PAVEMENT CROSS-SLOPE
TRANSITIONS.
TYPICAL SECTIONS ARE NOT INTENDED FOR STAKING THE PROJECT.
SEE ROADWAY PLANS FOR GENERAL LAYOUT AND STATION/OFFSET
INFORMATION.
SEE CROSS SECTIONS FOR FORE SLOPES AND BACK SLOPES.
SEE EAST SMITH ROAD TYPICAL SECTIONS FOR THICKNESS OF
CONCRETE PAVEMENT THROUGH INTERSECTION OF
EAST SMITH ROAD AND DAHLIA STREET.
PGL
TYPICAL SECTION-MEDIAN SOUTH A
6" CURB AND GUTTER-1' SPILL PAN
PER CCD STD DWG 5.3a (TYP)
10" HMA
10" HMA
12" ABC (CL 6)
12" ABC (CL 6)
MEDIAN COVER MATERIAL
(PATTERNED CONCRETE)
MEDIAN COVER MATERIAL
(PATTERNED CONCRETE)
MEDIAN COVER MATERIAL (PATTERNED CONCRETE) DETAIL
MEDIAN COVER MATERIAL (PATTERNED CONCRETE) NOTES:
4" O
R 8
"
1.
1
2" EXPANSION JOINT SHALL BE PLACED BETWEEN THE CURB
AND MEDIAN COVER MATERIAL.
2. MEDIAN COVER MATERIAL SHALL BE ALTERNATING BRUSHED PATTERN
AS SHOWN ABOVE.
3. CONTROL JOINTS FOR MEDIAN COVER MATERIAL SHALL BE PLACED
EVERY 10' WITH A MINIMUM DEPTH OF 1".
4. PROVIDE OPENINGS FOR SIGN POSTS AND SIGNALIZATION FOUNDATIONS.
5. MEDIAN COVER MATERIAL THICKNESS SHALL BE 8" THICK BETWEEN CRT
AND UPRR, WHERE ACCESS BEING PROVIDED. ALL OTHERS AREAS MEDIAN
COVER MATERIAL SHALL BE 4" THICK.
6. SIDEWALK ADJUST TO 8" THICK MEDIAN COVER MATERIAL SHALL BE
8" THICK PCCP.
SEE NOTE 5
1.5'1.5'
11'11'
Lane Lane
2.5'2.5'
Dahlia St
Varies
L
C
PGL
18'
Lt. Turn
Lane
Median Cover Material
Patterned Concrete
4" Thick
6" Curb and Gutter - 2' Pan
per CCD STD DWG 5.3a
Sta 16+23.56 to 16+60.97
Sta 16+94.35 to 18+66.15
6" Curb and Gutter - 1' Pan
per CCD STD DWG 5.3a
6" Curb and Gutter - 2' Pan
per CCD STD DWG 5.3a
Sta 16+29.21 to 16+65.41
Sta 16+99.74 to 21+36.93
6" Curb and Gutter - 1' Pan
per CCD STD DWG 5.3a
11" Concrete
Pavement
11" Concrete
Pavement
6
:1
6:1
P.O.S.S.
6:1
6
:1
P.O.S.S.
2%
2%
1.5' 1.5'
8.5'
Concrete
(Scored)
5' Min.
Side-
walk
8.5'
Concrete
(Scored)
5' Min.
Side-
walk
Raised
Median
5'
CONCRETE PAVEMENT NOTES
1. CONSTRUCT THICKENED CONCRETE PAVEMENT SECTION AT BUTT
JOINTS TO EXISTING OR PROPOSED ASPHALT PAVEMENT PER
CCD STD DWG 11.4 .
2. CONTRACTOR TO PREPARE AND SUBMIT FOR APPROVAL CONCRETE
JOINTING PLANS. ALL TRANSVERSE JOINTS REQUIRE LOAD TRANSFER
DOWEL BARS. SEE CDOT STD PLAN NO. M-412-1.
3. ALL CONCRETE FOR CONCRETE PAVEMENT SHALL BE CDOT CLASS P
WITH AIR CONTENT 5.0% MINIMUM TO 8.0% MAXIMUM. THE MIX
CAN HAVE 3/4" AGGREGATE SIZE (#67 OR #57) OR 1.5" (#467
OR #357).
4. CONTRACTOR HAS THE OPTION TO USE CDOT CLASS E CONCRETE
TO OPEN PAVEMENT TO SERVICE SOON AFTER PLACEMENT. NO
ADDITIONAL PAYMENT FOR USE OF CLASS E CONCRETE.
5. CONTRACTOR HAS THE OPTION TO CONSTRUCT CURB, GUTTER AND
PAVEMENT MONOLITHIC PER CDOT STD PLAN NO. M-412-1.
6. THE CCD MAXIMUM MONOLITHIC PLACEMENT IS 14.0' FROM THE
LONG JOINT TO THE BACK OF CURB; OTHERWISE, USE LONG JOINT OR
TIED LONGITUDINAL (L) JOINT ON GUTTER PAN EDGE.
7. CONSTRUCT CURB AND GUTTER THE SAME THICKNESS AS ADJACENT
PAVEMENT.
8. DOWEL NEW CONCRETE PAVEMENT INTO EXISTING PAVEMENT PER
CCD STD DWG. 11.2B AND DWG. 11.4.
9. CONSTRUCT TEMPORARY ASPHALT PAVEMENT BETWEEN THE UPRR
TRACKS. ONCE THE TRACKS HAVE BEEN UTILIZED AND THE PANELS
HAVE SETTLED, PERMANENT CONCRETE WILL BE PLACED.
10. TRANSITION CONCRETE PAVEMENT TO ASPHALT PAVEMENT AS PER
CCD DWG 11.4.
11. INSTALL 3" INTERCONNECT CONDUIT BETWEEN SMITH RD AND THE
CONSTRUCTION LIMIT. LOCATION PER CCD DWG 16.7 OR AS
DIRECTED IN THE FIELD BY INSPECTOR. INSTALL TRAFFIC PULL BOXES AT
EACH INTERSECTION AND 350' MAXIMUM LENGTH OF CONDUIT.
TYPICAL SECTION NOTES
CROSS-SLOPE, 2% IN FULL RECONSTRUCTION AREAS OR MATCH EXISTING,
EXCEPT AS SHOWN ON PAVING AND GRADING PLANS.
PROVIDE CURB AND GUTTER TRANSITION IN ACCORDANCE WITH SHEET
CSD-003. THIS APPLIES WHERE CURB AND GUTTER ENDS AT ALL
TRACK CROSSING.
FOR VARYING DIMENSIONS SEE PLAN AND PROFILE SHEETS FOR
ADDITIONAL DETAIL.
SEE PAVING AND GRADING PLANS FOR PAVEMENT CROSS-SLOPE
TRANSITIONS.
TYPICAL SECTIONS ARE NOT INTENDED FOR STAKING THE PROJECT.
SEE ROADWAY PLANS FOR GENERAL LAYOUT AND STATION/OFFSET
INFORMATION.
THE CONTRACTOR SHALL BE REQUIRED TO PERFORM SOIL PREPARATION
(SPECIAL) AND SEEDING/MULCHING TO ALL DISTURBED SURFACE. (IF
EXISTING MATERIAL IS OTHER THAN SOIL, REPLACE IN KIND.)
BREAK POINTS IN SLOPES SHALL BE ROUNDED DURING
CONSTRUCTION FOR A PLEASING APPEARANCE.
VERTICAL ALIGNMENT CONTROL POINTS.
POINT OF SLOPE SELECTION
DAHLIA ST MEDIAN TYPICAL SECTION
NORTH OF SMITH ROAD
STEPS ON REQUEST
MANHOLE TANGENT LEFT MIRROR IMAGE WILL APPLY
MANHOLE SHOWN TANGENT RIGHT, FOR
AS REQUIRED
PIPE I.D.
AS REQ'D
PRECAST REINFORCED CONCRETE
CONCENTRIC MANHOLE TEE
NOTES:
1. PRODUCED TO MEET ASTM SPECIFICATIONS.
WALL THICKNESS
TEE RISER CAN BE
BELL OR SPIGOT
TO MATCH RISER
PLAN VIEW
VIEW LOOKING FROM SPIGOT TO BELL
17 OF 17
MAY 2016
D-04-323-DET.DWG
AKS
AKS
AKS
PARK
HIL
L ST
ORM
, PHA
SE V
----
----
DE
TA
ILS
MW
G8
-2
3-1
3P
CO
1
00
% S
UB
MIT
TA
L1NO
.DE
SCRI
PTIO
N OF
REV
ISIO
NSDA
TEBY
CIT
Y A
ND
CO
UN
TY O
F D
ENV
ERD
EPA
RTM
ENT
OF
PUB
LIC
WO
RK
SEN
GIN
EER
ING
DIV
ISIO
N C
API
TAL
PRO
JEC
T M
AN
AG
EMEN
T20
00 W
. 3R
D A
VE.
DEN
VER
, CO
802
23TE
L.: (
303)
446
-361
7 F
AX
: (30
3) 4
46-3
647
CALL
UNC
CTW
O W
ORKI
NG D
AYS
BEFO
RE Y
OU D
IG1-
800-
922-
1987
UTIL
ITY
NOTI
FICA
TION
CEN
TER
OFCO
LORA
DOD
E N
V E
RTH
E M
ILE
HIGH
CIT
Y