HomeMy WebLinkAboutCSU PARKING LOT, FINAL UTILITY PLANS - SITE PLAN ADVISORY REVIEW - SPA150004 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS4'5'#4%*$.8&2#4-+0).16241,'%6Ä
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PROJECT DATUM: NAVD88
BENCHMARK #1 B.M.NUMBER: 14-97
DESCRIPTION: CITY OF FORT COLLINS VERTICAL CONTROL, 14-97,
APPROXIMATELY 100 FEET WEST OF THE INTERSECTION OF CENTRE AVE. AND
RESEARCH BLVD., ON THE WEST END OF THE SOUTH HEADWALL ON CENTRE
AVE.
ELEV. = 5051.76
BENCHMARK #2 B.M. NUMBER: 21-92
DESCRIPTION: CITY OF FORT COLLINS VERTICAL CONTROL, 21-92, NORTHWEST
CORNER OF WEST DRAKE RD. AND RESEARCH BLVD., ON A POWER TOWER
BASE.
ELEV.= 5042.84
/#;
PROJECT
LOCATION
VICINITY MAP
5*''6+0&':
C0.01 COVER SHEET
Ditesco, LLC
Keith Meyer, PE
(970) 988-8605
1315 Oakridge Drive, Suite 120
Fort Collins, Colorado 80525
Colorado State University
Parking and Transportation Services
Fort Collins, Colorado 805213-6030
Laura Bently
(970) 568-6596
INDEX NO. SHEET NO.
1
GRADING PLAN- NORTH
%106#%6+0(14/#6+10
$'0%*/#4-5
5
6 C3.02
4
C3.01
3
C2.01 DEMOLITION PLAN
7
2 C0.02 LEGENDS & ABBREVIATIONS
TST, Inc. Consulting Engineers 760 Whalers Way
Building C, Suite 200
Fort Collins, Colorado 80525
(970) 226-0557
Connell Resources, Inc.
John Warren
7785 Highland Meadows Parkway
Suite 100
Fort Collins, Colorado 80528
C1.01 GENERAL NOTES
SITE PLAN- NORTH
OVERALL UTILITY PLAN
EROSION CONTROL
STORM PLAN & PROFILE
T.B. THRUST BLOCK
VERTICAL CURVE
WATER LINE
WITH
TYPICAL
V.C.
W/L
w/
TYP.
STORM SEWER
STATION
SANITARY SEWER
RIGHT OF WAY
POINT OF VERTICAL INTERSECTION
POLYVINYL CHLORIDE (PIPE)
POINT OF TANGENCY
POINT OF REVERSE CURVE
POINT OF INTERSECTION
POINT OF CURB RETURN
POINT OF CURVATURE
MINIMUM
MANHOLE
LOW POINT
LINEAL FEET
HIGH POINT
GATE VALVE
FLOW LINE
FIRE HYDRANT
END VERTICAL CURVE
BEGIN VERTICAL CURVE
MIN.
ST
STA.
SEWER
R.O.W.
P.V.I.
P.V.C.
P.T.
P.R.C.
P.I.
P.C.R.
P.C.
M.H.
LP
L.F.
HP
GTV
F.H.
E.V.C.
B.V.C.
FL
MRJ (ABBR) MECHANICALLY RESTRAINED JOINT
B.O. BLOW OFF
F.G. FINISHED GRADE
F.F. FINISHED FLOOR
N.T.S. NOT TO SCALE
CHECKED BY:
CHECKED BY:
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
May 5, 2015
Appendix E-2 Construction Notes
NOTE: Appendix Forms and Information are for Reference Only.
Contact LocalEntityEngineer for Original Forms and
Current Information.
A. Standard Grading and Erosion and Sediment Control Construction Plan
Notes
1. The erosion control inspector must be notified at least twenty-four (24)
hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated
on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed
prior to any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the
appropriate time in the construction sequence as indicated in the
approved project schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for
preventing and controlling on-site erosion including keeping the property
sufficiently watered so as to minimize wind blown sediment. The
Developer shall also be responsible for installing and maintaining all
erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever
possible. Removal or disturbance of existing vegetation shall be limited to
the area(s) required for immediate construction operations, and for the
shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility
installations, stockpiling, filling, etc.) shall be kept in a roughened condition
by ripping or disking along land contours until mulch, vegetation, or other
permanent erosion control BMPs are installed. No soils in areas outside
project street rights- of-way shall remain exposed by land disturbing
activity for more than thirty (30) days before required temporary or
permanent erosion control (e.g. seed/mulch, landscaping, etc.) is
installed, unless otherwise approved by the Local Entity.
7. In order to minimize erosion potential, all temporary (structural) erosion
control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each
significant storm event and repaired or reconstructed as necessary in
order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas
are sufficiently stabilized as determined by the erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined
by the erosion control inspector.
8. When temporary erosion control measures are removed, the
Developer shall be responsible for the clean up and removal of all
sediment and debris from all drainage infrastructure and other public
facilities.
9. The contractor shall clean up any inadvertent deposited material
immediately and make sure streets are free of all materials by the end of
each working day.
10. All retained sediments, particularly those on paved roadway surfaces,
shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles
shall be protected from sediment transport by surface roughening,
EX. ACCESS RAMP AND WALK UP TO
TENNIS FACILITY TO BE MAINTAINED
EX. C&G AND SIDEWALK TO
BE REMOVED AND REPLACED.
1. THE LOCATIONS OF ALL EXISTING UTILITIES
SHOWN ARE APPROXIMATE AND SHOULD
BE VERIFIED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
100
1"=100'
B. Renz
K. Geiger-Lee NTS
C2.01
DEMOLITION PLAN
4
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
May 5, 2015
PROPOSED SWALE
SSMH TOP CTR=5037.49
INV OUT NW=5025.26
LARIMER COUNTY #2 CANAL
RESEARCH BLVD.
COLORADO
STATE
UNIVERSITY
TENNIS COMPLEX
PHEMISTER RD.
GILLETTE DR.
CROSS DR.
EX WALK
EX WALK
EX. 8" SEWER
38.0'
24.0'
(TYP.)
19.0'
(TYP.)
32.0'
FL-FL
32.6'
FL-FL
32.0'
FL-FL
8.5'
(TYP.)
38.0'
24.0'
(TYP.)
19.0'
(TYP.)
24.0'
(TYP.)
24.0'
(TYP.)
24.0'
(TYP.)
38.0' 38.0'
19.0'
(TYP.)
24.0'
(TYP.)
17.0'
12.0'
12.0'
8.5'
(TYP.)
8.5'
(TYP.)
9.0'
(TYP.)
9.0'
(TYP.)
8.5'
(TYP.)
24.0'
(TYP.)
19.0'
RESEARCH BLVD.
LARIMER
COUNTY #2
CANAL
GILLETTE DR.
RESEARCH BLVD.
32.0'
FL-FL
19.0'
(TYP.)
38.0'
32.0'
FL-FL
36'
FL-FL
24.0'
(TYP.)
24.0'
(TYP.)
35.8'
FL-FL
24.0'
(TYP.)
38.0'
24.0'
(TYP.)
38.0'
19.0'
(TYP.)
24.0'
(TYP.)
17.0'
12.0'
12.0'
BUS STOP/ LOADING ZONE
15'x40' PROPOSED
ADDITIONAL
BIKE PARKING
PROPOSED DRIVE ENTRANCE
PROPOSED 1.5'
VERTICAL C&G
ISLANDS (TYP.)
PROPOSED 1.5'
VERTICAL C&G
ISLANDS (TYP.)
PROPOSED SWALE
PROPOSED CULVERT FOR
LARIMER COUNTY CANAL
#2 CROSSING
PROPOSED SWALE
PROPOSED INLET
PROPOSED 2.5'
VERTICAL C&G
PROPOSED SWALE
24.0'
(TYP.)
24.0'
(TYP.)
38.0'
24.0'
SSMH TOP CTR=5037.49
INV OUT NW=5025.26
EX WALK
EX. 45'
DRAINAGE, ACCESS,
& UTIL. ESMT.
EX. 8" SEWER
PROPOSED DRIVE ENTRANCE
PROPOSED SWALE
EX. SSMH
8.0'
5.0'
8.0'
(TYP.)
16.3'
16.3'
11.8'
12.4'
4.8'
EX. SSMH
PROPOSED 5' WIDE ADA
PAD FROM EX. BOC TO EX.
DETACHED WALK
2%
0.86%
2.22%
2.29%
0.5%
1.95%
1.8%
2.27%
2.5%
2.22%
2.68%
0.36%
43.67
42.80
40.94
40.85
40.32
42.84 41.20
43.64
43.65
41.51
41.64
42.91
42.67
42.73
43.76 44.09
42.44 EX.
41.81
41.93 EX.
42.18 EX.
43.21
42.65
41.85
40.99 40.37
42.11
42.17
43.53
RESEARCH BLVD.
36'
FL-FL
EX. DRIVE ENTRANCE TO REMAIN
8.50'
(TYP.)
1.0%
2.06%
2.06%
1.4%
1.22%
1.2%
2.0%
0.50%
0.19%
40.72 40.25
38.81
39.35
39.40
40.24
39.72
42.18
42.13
42.18
40.14 EX.
39.90 EX.
38.95 EX.
39.37
40.18 39.77
40.24
40.82
40.22
40.20
40.74
39.33
39.77
39.58 EX.
39.45
39.55 38.89
40.23
40.12 39.91
40.78
39.12
38.95
38.97
39.27
41.03
39.71
38.41
43.00
40.83
40.86
39.55
41.99
39.08
39.71
39.80
40.74
39.39
46.76
EX WALK
32.00'
FL-FL
PROPOSED DRIVE
ENTRANCE
5' WALK
5' WALK
EX. 4' WALK
43.20
2.22%
1.93%
2.32%
2.0%
2.03%
2.78%
0.50%
2.22%
0.75%
2.27%
2.86%
0.8%
2.11%
3.66%
.05%
0.46%
41.83
42.22
42.31
42.31
41.48
40.32
41.89
41.65
41.97 41.63
42.21
40.65
40.69
41.66
43.19
43.17 42.93
43.28
43.25
42.92
43.03
42.95
42.93
42.93
42.97
42.84 42.76
42.88
42.58
42.31
42.22
42.29
41.98
41.23
40.61
41.36
40.96
41.59
SSMH TOP CTR=5037.49
INV OUT NW=5025.26
PROPOSED SWALE
PROPOSED SWALE
EXISTING MAINTENANCE ACCESS
EXISTING SWALE
TO BE MAINTAINED
SEE DETAIL D-46 FOR NEW
OUTLET STRUCTURE.
EXISTING BOX CULVERT
EXISTING TREES
WITHIN POND TO BE
RELOCATED BY CSU
EX. SDMH
PROVIDE NEW 100-YR WSEL
LINE AT ELEVATION 5036.08
INSTALL DRIVE ENTRANCE
PER CITY OF FORT
COLLINS DETAIL D-14
CROSS
DR.
DETENTION POND
$3352;92/80( 4.9$&)7
100-YR WSEL = 5036.08
1 1
1
1
1
1
1
2
2
2
2
5
5
5
6
6 6 6
6
2
EX. 18" STORM
EX. 18" STORM
TIE TO EX. WALK
CONTRACTOR TO PROVIDE 15'
WIDE MAINTENANCE ROAD FOR
SANITARY SEWER ACCESS
PROPOSED SWALE
8
8
30.60
43.67
42.80
40.41
40.94
40.85
39.58
40.32
42.84 41.20 40.35
39.52
PROPOSED SWALE
PROPOSED SWALE
PROPOSED SWALE
INSTALL DRIVE ENTRANCE
PER LCUASS 707.2
PROPOSED BOX CULVERT
FOR LARIMER COUNTY
CANAL #2 CROSSING.
UNDER DESIGN.
INSTALL DRIVE
ENTRANCE PER
CITY OF FORT
COLLINS
DETAIL D-14
EXISTING SIDEWALK
CHASE
PROPOSED SWALE
EXISTING
TREES TO BE
MAINTAINED
EXISTING
PARKWAY
TREES ALONG
RESEARCH
BLVD. TO BE
MAINTAINED
EX. BLDG
PROPOSED
MAINTENANCE
ACCESS
DRIVEWAY
1 1
1
1
1
1
1
1
1
1
1
1
1 1
1
1
2
2
2
2
2
5
5
5 5
5
5
5
5 5
5
5
5
RESEARCH BLVD.
PROPOSED SWALE
CONNECT TO EX. DRIVE ENTRANCE
EXISTING INLET
EXISTING
PARKWAY
TREES ALONG
RESEARCH
BLVD. TO BE
MAINTAINED
1 1
1
1
1
1
1 1
1
1
2
1
1
1
1
1
2
2
2
2
2
7
7
2
2
2
1
2
TIE TO EX. WALK
CONTRACTOR TO RE-GRADE
AREA BETWEEN BACK OF CURB
AND EXISTING WALK AS NEEDED
TO PROVIDE ADEQUATE
DRAINAGE. EX. TREES TO BE
PROTECTED IN PLACE.
8
10
43.46 43.28 42.25 41.26 41.44 39.58
41.25 40.55
40.72 40.25
42.88 42.06
38.81
39.35
43.28 42.28 39.53
40.42
42.89 41.19 40.46
43.64
40.24 39.40
41.48
39.47
40.39
41.16
EXISTING SWALE
TO BE MAINTAINED
&'6'06+10
210&
#2241:+/#6'.+/+65
1(%105647%6+10
RESEARCH BLVD.
PROPOSED SWALE
SSMH TOP CTR=5037.49
INV OUT NW=5025.26
5036
5037
5039
5041
5040
5039
5041
5042
5043
5044
5043
5043
5041
5039
5041
5044
5039
5041
5043
5041
5044
5043
5041
5043
5043
5036
5039
5040
5035
5033
5034
5039
5043
5040
5040
5040
5040
5040
5041
5042
5041
5040
5043
5043
5042
5041
5040
5040
5039
5038
CENTRE AVE.
SSMH TOP CTR=5037.49
INV OUT NW=5025.26
COLORADO STATE
SSMH TOP CTR=5037.49
INV OUT NW=5025.26
016'5
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
B. Renz May 5, 2015
K. Geiger-Lee NTS
C7.01
STORM PLAN & PROFILES
16
scale feet
50 0 50 100
1"=50' HORIZONTAL
1"=5' VERTICAL
PROPOSED
EXISTING SURFACE
SURFACE
PROPOSED
SURFACE
EXISTING
SURFACE
PROPOSED
EXISTING SURFACE
SURFACE
016'5
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
B. Renz May 5, 2015
K. Geiger-Lee NTS
C7.02
STORM PLAN & PROFILES
17
scale feet
50 0 50 100
1"=50' HORIZONTAL
1"=5' VERTICAL
PROPOSED
EXISTING SURFACE
SURFACE
PROPOSED SWALE
SSMH TOP CTR=5037.49
INV OUT NW=5025.26
RESEARCH BLVD.
COLORADO
STATE
UNIVERSITY
TENNIS COMPLEX
GILLETTE DR.
CROSS DR.
EX WALK
9.0'
(TYP.)
5.00'
8.00'
CENTRE AVE.
4" WIDE WHITE PARKING STRIP (TYP.)
INSTALL STOP SIGN R1-1
INSTALL STOP SIGN R1-1
INSTALL STOP SIGN R1-1
INSTALL RESERVED PARKING
SIGNS R7-8 WITH
"VAN-ACCESSIBLE" PLAQUE
INSTALL RESERVED PARKING SIGNS R7-8
INSTALL CROSSWALK STRIPES
INSTALL BIKE LANE SYMBOLS
4" SOLID DOUBLE YELLOW CENTERLINE STRIPE
INSTALL RESERVED PARKING SIGNS R7-8
INSTALL RESERVED PARKING
SIGNS R7-8 WITH
"VAN-ACCESSIBLE" PLAQUE
4" SOLID WHITE BIKE LANE STRIPE
4" SOLID DOUBLE YELLOW CENTERLINE STRIPE
62'
REMOVE STRIPING ON
CENTER AVE.
THROUGH
INTERSECTION. BIKE
LANE ON WEST SIDE
OF STREET TO REMAIN.
73'
REMOVE STRIPING ON
GILETTE DR. THROUGH
INTERSECTION. BIKE
LANE ON EAST SIDE OF
STREET TO REMAIN.
RELOCATED BUS SIGN
RESERVED PARKING SYMBOLS AND STRIPING (TYP.)
RESERVED PARKING SYMBOLS AND STRIPING (TYP.)
RESERVED PARKING SYMBOLS AND STRIPING (TYP.)
MOTORCYCLE PARKING AREA
MOTORCYCLE
PARKING
AREA
INSTALL TRANSFORT NO PARKING SIGN
INSTALL TRANSFORT NO PARKING SIGN
1. TURN LANE STRIPING ON RESEARCH BLVD AND
ON GILLETTE DRIVE TO BE PROVIDED WITH FINAL
CONSTRUCTION PLANS.
2. OWNER TO PROVIDE MOTORCYCLE AND
RESEARCH BLVD.
LARIMER
COUNTY #2
CANAL
GILLETTE DR.
RESEARCH BLVD.
24.0'
(TYP.)
40'
4" WIDE WHITE
PARKING STRIP (TYP.)
INSTALL STOP SIGN R1-1
INSTALL STOP SIGN R1-1
INSTALL STOP SIGN R1-1
EX. MONUMENT SIGN TO
BE RELOCATED.
CONTRACTOR TO
COORDINATE WITH
OWNER.
REFER TO BLOWUP THIS SHEET FOR
SOUTH BOUND LEFT TURN LANE STRIPING
INSTALL RESERVED PARKING
SIGNS R7-8 WITH
"VAN-ACCESSIBLE" PLAQUE
INSTALL RESERVED PARKING SIGNS R7-8
INSTALL CROSSWALK STRIPES
INSTALL BIKE LANE SYMBOLS
4" SOLID DOUBLE YELLOW CENTERLINE STRIPE
INSTALL STOP BAR
4" SOLID DOUBLE YELLOW CENTERLINE STRIPE
REMOVE STRIPING ON
RESEARCH BLVD.
THROUGH INTERSECTION.
73'
REMOVE STRIPING ON
GILETTE DR. THROUGH
INTERSECTION. BIKE
LANE ON EAST SIDE OF
STREET TO REMAIN.
RESERVED PARKING SYMBOLS AND STRIPING (TYP.)
MOTORCYCLE
PARKING
AREA
1. TURN LANE STRIPING ON RESEARCH BLVD AND
ON GILLETTE DRIVE TO BE PROVIDED WITH FINAL
CONSTRUCTION PLANS.
2. OWNER TO PROVIDE MOTORCYCLE AND
HANDICAP PARKING SIGNS, CONTRACTOR TO
INSTALL.
3. OWNER TO PROVIDE THERMOPLASTIC BIKE LANE
MARKERS, CONTRACTOR TO INSTALL.
4. ALL TRANSFORT SIGNAGE TO BE INSTALLED BY
TRANSFORT.
/#6%*.+0'5''5*''6%
May 5, 2015
CHECKED BY:
CHECKED BY:
APPROVED:
CHECKED BY:
CHECKED BY:
April 20, 2015
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
B. Renz
K. Geiger-Lee NTS
C9.01
CONSTRUCTION DETAILS
20
April 20, 2015
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
B. Renz
K. Geiger-Lee NTS
C9.02
CONSTRUCTION DETAILS
21
April 20, 2015
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
B. Renz
K. Geiger-Lee NTS
C9.03
CONSTRUCTION DETAILS
22
RAIN GARDEN
COLLECTION AREA
1.5FT ISLAND INFALL CURB & GUTTER WITH CURB CUT DETAIL
SCALE = NTS
RAIN GARDEN COLLECTION AREA TYPICAL SECTION
SCALE = NTS
2'-0"
TOP OF
CURB
FLOWLINE
LIP OF
GUTTER
SIDE VIEW 6" CURB & GUTTER WITH 2FT INLET OPENING
12.0 ft
2.0 ft 5.0 ft 2.0 ft
8"
TOC 4939.50
INV 4937.51
TOC 4941.00
INV 4937.45
0.5%
20"
TYP
#4 L @ 12" O.C.
#4 L @ 12" O.C.
TYP WALLS
#4 L @ 12" O.C.
TYP WALLS
ALL #4 @ 12"
OC EW
10" TYP #4 L @ 12" O.C.
TYP WALLS
18" RCP CL IV
11 SPECIAL INLET (1B) SCALE DETAIL = NTS
B. Renz April 20, 2015
K. Geiger-Lee NTS
C9.04
ONSTRUCTION DETAILS
23
SHEET NO
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
April 20, 2015
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
B. Renz
K. Geiger-Lee NTS
C9.05
CONSTRUCTION DETAILS
24
MODIFIED OUTLET
STRUCTURE
ELEV A (POND INV)
ELEV B (WQCV INV)
ELEV C
ELEV D
SPILL ELEV
Dwq (12" MIN)
Ls
Ws
Wo
WQ HOLE DIA
WQ # OF ROWS
WQ # OF COLUMNS
Do
5030.60
5032.70
5036.08
5036.50
6'
5030.60
6'
9"
2.10'
1.524"
4
2
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
B. Renz
K. Geiger-Lee NTS
C9.06
CONSTRUCTION DETAILS
April 20, 2015 C9.06
25
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
B. Renz
K. Geiger-Lee NTS
C9.07
CONSTRUCTION DETAILS
April 20, 2015 26
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
B. Renz
K. Geiger-Lee NTS
C9.08
CONSTRUCTION DETAILS
April 20, 2015 27
Stabilized Staging Area (SSA) SM-6
November 2010 Urban Drainage and Flood Control District SSA-3
Urban Storm Drainage Criteria Manual Volume 3
SM-6 Stabilized Staging Area (SSA)
SSA-4 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
PROPOSED SWALE
SSMH TOP CTR=5037.49
INV OUT NW=5025.26
LARIMER COUNTY #2 CANAL
RESEARCH BLVD.
COLORADO
STATE
UNIVERSITY
TENNIS COMPLEX
PHEMISTER RD.
GILLETTE DR.
CROSS DR.
EX. 8" SAINTARY
19.0'
(TYP.)
32.6'
FL-FL
8.5'
(TYP.)
24.0'
(TYP.)
PROPOSED DRIVE ENTRANCE
9.0'
(TYP.)
24.0'
(TYP.)
19.0'
(TYP.)
8.5'
(TYP.)
EX. DRIVE ACCESS FOR
LARIMER COUNTY #2 CANAL
EX. FH
EX. TENNIS
FACLIITY
FENCE
8.5'
(TYP.)
9.0'
(TYP.)
CENTRE AVE.
SIGHT DISTANCE TRIANGLE
SIGHT DISTANCE TRIANGLE
660'
660'
660'
1. B40 TURNING TEMPLATES SHOWN IN
PARKING LOT.
2. SIGHT DISTANCE TRIANGLES LENGTHS
ARE LABELED ON THE DRAWINGS.
TOTAL SPACES = 909
HANDICAP PARKING = 18
(3 VAN-ACCESSIBLE)
2 MOTORCYCLE PARKING AREAS
1-15'x40' BIKE PARKING PAD
11'
TRAVEL LANE
5'
BIKE
2.5'
PROPOSED SWALE
RESEARCH BLVD.
LARIMER
COUNTY #2
CANAL
GILLETTE DR.
DRAKE RD.
RESEARCH BLVD.
DOWLARK AVE.
8.5'
(TYP.)
24.0'
(TYP.)
19.0'
(TYP.)
8.5'
(TYP.)
EX. DRIVE ENTRANCE TO REMAIN
EX. TENNIS
FACLIITY
FENCE
8.5'
(TYP.)
9.0'
(TYP.)
SIGHT DISTANCE TRIANGLE
SIGHT DISTANCE TRIANGLE
450'
660'
660'
TOTAL SPACES = 909
HANDICAP PARKING = 18
(3 VAN-ACCESSIBLE)
2 MOTORCYCLE PARKING AREAS
1-15'x40' BIKE PARKING PAD
1. B40 TURNING TEMPLATES SHOWN IN
PARKING LOT.
2. SIGHT DISTANCE TRIANGLES LENGTHS
ARE LABELED ON THE DRAWINGS.
11'
TRAVEL LANE
5'
BIKE
2.5'
C&G
VARIES
6'
WALK
2% MIN
HEAVY DUTY
CONCRETE
PAVING
11'
TRAVEL LANE
5'
BIKE
2.5'
C&G
VARIES
6'
E1
PROJECT #14-031
RESEARCH BLVD PARKING LOT PROJECT
K:\WORKING PROJECTS\South Campus\Research Drive Parking Lot\Research Dr Parking Lot E1.dwg, 3/30/2015 8:48:19 AM
E2
PROJECT #14-031
RESEARCH BLVD PARKING LOT PROJECT
K:\WORKING PROJECTS\South Campus\Research Drive Parking Lot\Research Dr Parking Lot E1.dwg, 3/30/2015 8:48:45 AM
E3
PROJECT #14-031
RESEARCH BLVD PARKING LOT PROJECT
SHEET NO.
PROJECT NO.
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE: REFER TO PLANS
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE: 4/27/2015
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO NONE
RESEARCH BLVD. PARKING LOT
PROJECT # 14-031
CBK
JHK
JHK L4.01
IRRIGATION COVER SHEET
GENERAL DESCRIPTION GENERAL NOTES IRRIGATION LEGEND
H
Q
A-1
1"
15
-
E
SHEET NO.
PROJECT NO.
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE: REFER TO PLANS
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE: 4/27/2015
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO NONE
RESEARCH BLVD. PARKING LOT
PROJECT # 14-031
CBK
JHK
JHK L4.02
IRRIGATION FLAG NOTES
FLAG NOTES
1
2
3
4
5
6
10
7
8
9
11
12
13
14
15
16
17
18
CENTER AVE
CENTER AVE
RESEARCH BLVD.
5
6
3"
2.5" 3"
7
7
10
2"
9
13
13
13
12
TYP.
12
TYP.
12
TYP.
12
TYP.
13
1.5"
1.25"
1.25"
1.25"
2" 2"
2"
2"
2"
1.5"
1.5"
1.25"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3" 3"
3"
3"
3"
3"
3"
3"
3"
16
3"
1.25"
2.5"
2.5"
2.5"
2"
1.5" 1.5"
4" HDPE
IRRIGATION CONTROLLER
*OBTAIN FROM OWNER
*REQUIRES 120 VAC POWER
*REQUIRES ETHERNET CABLE
POINT-OF-CONNECTION
SIZE: 4-INCH
FLOW: 200 GPM
MIN. PRESSURE: 70-75 PSI
RESEARCH BLVD.
RESEARCH BLVD.
1
2
3
4
7
7
7
8
13
13
12
TYP.
3"
2.5"
2"
2.5" 2"
2"
2"
2"
1.5"
2"
1.5"
2"
1.25"
1.5"
1.25"
1.5"
1.25"
2.5"
2.5"
1.25"
2" 1.25"
2"
2"
2"
2"
2"
2"
1.5"
3"
2.5"
2.5"
2"
1.25"
4 PVC"
3" 3"
3"
3"
3"
RESEARCH BLVD.
7
11
13
12
TYP.
1.5"
1.25"
2"
2"
1.5"
1.5"
1.5"
1.5"
1.25"
3"
3"
3"
3"
3"
3"
3"
3"
17
18
2"
1.5"
1.5"
1.25"
1.25"
2"
1.5"
1.25"
1.25"
1.25"
E
E
E
Q
Q
Q
SHEET NO.
PROJECT NO.
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE: REFER TO PLANS
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE: 4/27/2015
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO NONE
RESEARCH BLVD. PARKING LOT
PROJECT # 14-031
CBK
JHK
JHK L4.05
IRRIGATION PLAN
1" =
30' 0' 15' 30' 60'
SHEET NO.
PROJECT NO.
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE: REFER TO PLANS
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE: 4/27/2015
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO NONE
RESEARCH BLVD. PARKING LOT
PROJECT # 14-031
CBK
JHK
JHK L4.06
1 ISOLATION GATE VALVE
ASSEMBLY (3-INCH AND LARGER) N.T.S. 2 ISOLATION GATE VALVE
ASSEMBLY (2-1/2-INCH AND SMALLER) N.T.S.
3 QUICK COUPLING VALVE
ASSEMBLY N.T.S.
Q 4 REMOTE CONTROL VALVE
ASSEMBLY N.T.S.
IRRIGATION DETAILS
SHEET NO.
PROJECT NO.
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE: REFER TO PLANS
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE: 4/27/2015
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO NONE
RESEARCH BLVD. PARKING LOT
PROJECT # 14-031
CBK
JHK
JHK L4.07
2 POP-UP SPRAY SPRINKLER
ASSEMBLY N.T.S.
3 IRRIGATION CONTROLLER
ASSEMBLY N.T.S.
IRRIGATION DETAILS
1 BLOW OUT
ASSEMBLY N.T.S.
SHEET NO.
PROJECT NO.
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE: REFER TO PLANS
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE: 4/27/2015
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO NONE
RESEARCH BLVD. PARKING LOT
PROJECT # 14-031
CBK
JHK
JHK L4.08
4 SLEEVE
DETAIL N.T.S.
SLEEVE TABLE
MAINLINE
PIPE SIZE
(INCHES)
SLEEVE
SIZE
(INCHES)
SLEEVE
MATERIAL NOTES
IRRIGATION DETAILS
1 IRRIGATION CONTROLLER GROUNDING
DETAIL N.T.S.
3 TRENCH
DETAIL N.T.S.
A
2 RISER
DETAIL N.T.S.
SHEET NO.
PROJECT NO.
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE: REFER TO PLANS
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE: 4/27/2015
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO NONE
RESEARCH BLVD. PARKING LOT
PROJECT # 14-031
CBK
JHK
JHK L4.09
IRRIGATION DETAILS
1 CASING SPACER
DETAIL N.T.S. 2 THRUST BLOCK
DETAIL N.T.S.
3 HYDROMETER
ASSEMBLY N.T.S.
X
WIRE
THRUST BLOCK
UNDISTURBED SOIL
Y
THRUST BLOCK SURFACE AREA (SF) AGAINST UNDISTURBED SOIL (X x Y)=(SF) à
FITTING
SIZE
%(1'
(SF)
%(1'
(SF)
%(1'
(SF)
%(1'
(SF)
TEE OR
DEAD END
(SF)
H
SHEET NO.
PROJECT NO.
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO NONE
RESEARCH BLVD. PARKING LOT
PROJECT # 14-031
LNS/JB
LNS
LNS
15069
E-0.0
SCHEDULES & DETAILS
W
S S
VB
VB
VB
VB EB
ET
E
E
SHEET NO.
PROJECT NO.
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO NONE
RESEARCH BLVD. PARKING LOT
PROJECT # 14-031
LNS/JB
LNS
LNS
15069
E-1.0
ELECTRICAL SITE PLAN - NORTH
GENERAL SITE NOTES:
E
SHEET NO.
PROJECT NO.
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO NONE
RESEARCH BLVD. PARKING LOT
PROJECT # 14-031
LNS/JB
LNS
LNS
15069
E-1.1
ELECTRICAL SITE PLAN - SOUTH
GENERAL SITE NOTES:
30'
MATCHLINE SEE SHEET L4.04
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
12
TYP.
4" HDPE
1.25"
3"
2"
2.5"
2"
1.25"
1.25"
3"
2"
1.5"
1.25"
2"
2"
1.5"
1.5"
1.25"
1.25"
1.25"
2"
2.5"
2.5"
2"
2"
2"
1.5"
2"
1.5"
1.5"
1.25"
1.25"
1.25"
2"
1.5"
1.25"
1.25"
2"
2.5"
2"
1.25"
2.5"
2"
2"
2" 1.5"
1.5" 1.25" 1.25"
E E E E
H
Q
E
E
E
E
E E E
Q
Q
A-16
2"
80
-
A-15
2"
91
-
A-13
2"
55
-
A-14
2"
95
-
A-11
2"
69
-
A-12
1.5"
48
-
A-9
2"
88
-
A-10
1.5"
53
-
14
14
A-7
1"
6
-
A-8
2"
96
-
Q
Q
Q
Q
15
15
SHEET NO.
PROJECT NO.
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE: REFER TO PLANS
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE: 4/27/2015
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO NONE
RESEARCH BLVD. PARKING LOT
PROJECT # 14-031
CBK
JHK
JHK L4.04
IRRIGATION PLAN
1" =
30' 0' 15' 30' 60'
30'
MATCHLINE SEE SHEET L4.05
MATCHLINE SEE SHEET L4.03
1.25"
1.25"
1.25"
2.5"
1.25"
1.25"
1.25"
2" 2"
1.5"
2"
1.5" 1.25"
1.25"
3"
1.5"
2"
1.5"
1.25"
1.5" 1.25" 1.25"
1.25"
Q
Q
Q
Q
Q
Q
E
E
Q
Q
Q
A-3
2"
95
-
A-2
1"
22
-
A-1
1"
20
-
14
A-5
1.5"
41
-
A-4
2"
78
-
Q
15
15
A-6
2"
85
-
1.5" 1.25" 1.25"
1.25"
1.25"
1.25"
SHEET NO.
PROJECT NO.
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE: REFER TO PLANS
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE: 4/27/2015
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO NONE
RESEARCH BLVD. PARKING LOT
PROJECT # 14-031
CBK
JHK
JHK L4.03
1" =
30' 0' 15' 30' 60'
30'
MATCHLINE SEE SHEET L4.04
IRRIGATION PLAN
WALK
2% MIN
/#6%*.+0'5''5*''6%
CHECKED BY:
CHECKED BY:
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
B. Renz
K. Geiger-Lee NTS
C11.02
PFA TRAVEL & SITE DISTANCE
PLAN- SOUTH
32
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
scale feet
80 0 80 160
1"=80'
May 5, 2015
450'-570'
C&G
VARIES
6'
WALK
2% MIN
HEAVY DUTY
CONCRETE
PAVING
11'
TRAVEL LANE
5'
BIKE
2.5'
C&G
VARIES
6'
WALK
2% MIN
/#6%*.+0'5''5*''6%
CHECKED BY:
CHECKED BY:
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
B. Renz
K. Geiger-Lee NTS
C11.01
PFA TRAVEL & DISTANCE
PLAN- NORTH
31
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
May 5, 2015
scale feet
80 0 80 160
1"=80'
470'
CHECKED BY:
B. Renz
K. Geiger-Lee NTS
C8.02
SIGNAGE & STRIPING
PLAN- SOUTH
19
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
scale feet
80 0 80 160
1"=40'
40 40 80
15 ft
155 ft
160 ft
RESEARCH BOULEVARD
155' LEFT TURN LANE
160' TAPER TRANSITION
4" DBL
YELLOW
8" WHITE
12 ft
8" WHITE
REMOVE STRIPING
THROUGH INTERSECTION
28 ft
150' TRANSITION; 6" WHITE
PREFORMED THERMOPLASTIC ARROWS (TYP)
HANDICAP PARKING SIGNS, CONTRACTOR TO
INSTALL.
3. OWNER TO PROVIDE THERMOPLASTIC BIKE LANE
MARKERS, CONTRACTOR TO INSTALL.
4. ALL TRANSFORT SIGNAGE TO BE INSTALLED BY
TRANSFORT.
/#6%*.+0'5''5*''6%
CHECKED BY:
CHECKED BY:
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
B. Renz
K. Geiger-Lee NTS
C8.01
SIGNAGE & STRIPING
PLAN- NORTH
18
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
May 5, 2015
scale feet
80 0 80 160
1"=40'
5036
5037
5035
5042
5041
5040
5037
5038
5039
5039
5043
1. DURING CONSTRUCTION, ACCESS TO AND FROM THE SITE IS TO BE
PROVIDED WITH A TEMPORARY VEHICLE TRACKING CONTROL PAD OR OTHER
APPROVED METHOD. A TYPICAL DETAIL FOR A TRACKING PAD IS SHOWN ON
THE DETAIL SHEETS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE SEDIMENT IS NOT TRACKED ON TO ROADWAYS WHERE THERE IS A
POTENTIAL FOR DISCHARGE TO STORM WATER DRAINAGE FACILITIES.
2. ALL GRADING AND CONSTRUCTION ACTIVITIES ON THIS SITE ARE SUBJECT
TO THE RESTRICTIONS, TERMS, AND CONDITIONS OF THE GENERAL PERMIT
FOR DISCHARGES FROM CONSTRUCTION ACTIVITY ISSUED BY THE
COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT. THE
CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMIT COVERAGE,
IMPLEMENTING AND MAINTAINING A STORM WATER MANAGEMENT PLAN,
SWMP, AND PREVENTING DISCHARGE OF POLLUTANTS TO WATER WAYS.
THESE PLANS CONTAIN SOME OF THE POLLUTION PREVENTION METHODS
THAT MAY BE USED DURING CONSTRUCTION AND AS REQUIRED BY THE
LOCAL JURISDICTION FOR PLAN APPROVAL, BUT NOT ALL MEASURES THAT
MAY BE NECESSARY AS CIRCUMSTANCES CHANGE DURING CONSTRUCTION.
IT IS THE CONTRACTORS DUTY TO ENSURE COMPLIANCE WITH STATE,
LOCAL, AND FEDERAL WATER QUALITY LAWS DURING CONSTRUCTION.
3. DURING CONSTRUCTION, CONTRACTOR SHALL INSTALL BMP'S (I.E. WATTLE
DIKES, EROSION CONTROL BLANKETS) TO ALL STEEP SLOPES, AND BETWEEN
BUILDING PADS IN ORDER TO REDUCE RUN-OFF VELOCITIES AND MINIMIZE
EROSION. FOR SLOPES STEEPER THAN 4:1 CONTRACTOR SHALL INSTALL
EROSION CONTROL BLANKETS (ECB). REFER TO GENERAL EROSION
CONTROL NOTES ON SHEET C1.01 FOR ADDITIONAL ECB NOTES.
scale feet
80 0 80 160
1"=80'
B. Renz
K. Geiger-Lee NTS
C5.01
EROSION CONTROL
14
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
CURB INLET BLOCK AND GRAVEL
FILTER
WATTLE DIKE (SEDIMENT
CONTROL LOG)
VEHICLE TRACKING CONTROL
PAD
CONCRETE WASHOUT
AREA
SILT FENCE
SLOPE PROTECTION - CONTRACTOR TO USE
"TRACKED" VEHICLE, RUN PERPENDICULAR TO
SLOPE TO INHIBIT RILL/GULLEY EROSION,
CONTRACTOR MAY USE OTHER WINDROW-TYPE
METHODS AS APPROVED BY ENGINEER.
TYPICAL ALL SLOPES, REPEAT AS NECESSARY
UNTIL LANDSCAPING IS INSTALLED.
RIPRAP PAD
DROP INLET BLOCK AND GRAVEL
FILTER
SEEDING & MULCHING
LIMITS OF
DISTURBANCE
EROSION CONTROL LEGEND:
May 5, 2015
43.46 41.23
41.98
42.01
43.99
43.70
44.17
41.80
39.72
42.44
FL= 38.13
42.05
43.31
43.16
43.06
43.01
43.01
42.26
42.18
42.26
42.13
40.49 EX.
42.18
40.14 EX.
39.90 EX.
38.95 EX.
39.37
40.18 39.77
40.24
40.82
40.22
40.20
40.74
39.33
39.77
39.58 EX.
39.45
39.55 38.89
41.28
42.86
41.17 39.49
41.97 40.44
43.39
40.23
40.12 39.91
40.78
39.12
38.95
38.65
37.07
38.97
39.27
43.17
42.63 42.80
35.43
41.03
39.71
38.41
3.33%
2.22%
1.0%
2.06%
2.06%
1.4%
1.22%
1.2%
2.0%
0.50%
2.86%
HP
3.33%
2.75%
2.75%
2.0%
2.0%
2.78%
2.5%
0.5%
0.87%
2.22%
2.5%
2.0%
43.00
41.06
0.19%
41.32
41.34
43.39
43.39 42.38
42.38
41.50
41.49
42.96
42.97
41.31
41.29
40.83
40.86
39.55
41.99
39.08
39.71
39.80
40.74
39.39
46.76
40.26
40.34
40.83
41.20
41.34
41.32
42.29
42.04
42.28 42.63
5041
5042
5041
5040
5043
5043
5042
5041
5040
5042
5041
5040
5037
5038
5039
5039
41.36
6
6
6
10
11
8
10
8 11
10
11
8
/#6%*.+0'5''5*''6%
1.5' C&G
2.5' C&G
NOT USED
NOT USED
ACCESS RAMP
5' SIDEWALK
1
2
3
4
5
6
%74$.')'0&
4' CROSSPAN
CURB CUT
PAN
CHASE
RAIN GARDEN
COLLECTOR ISLAND
8
9
10
7
11
1. ANY LIMITS OF STREET CUT SHOWN ON THESE PLANS ARE
APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS
STREET REPAIR STANDARDS .
2. ALL EXISTING UTILITIES ARE APPROXIMATELY SHOWN.
BOTH VERTICAL AND HORIZONTAL LOCATION SHALL BE
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
MINIMUM ALLOWABLE PAVEMENT SECTION PER
PRELIMINARY GEOTECHINICAL REPORT:
3. ALL SPOT ELEVATIONS SHOWN ARE AT FLOWLINE OF C&G,
FLOWLINE OF SWALE, OR SIDEWALK.
4. CONTRACTOR TO MAINTAIN EXISTING GRADE AROUND
TREES TO REMAIN IN THE DETENTION POND. SEE
LANDSCAPE PLAN FOR TREES THAT ARE TO BE PRESERVED.
5. ALL 2.5' C&GARE INFALL, UNLESS NOTED OTHERWISE.
ASPHALT PAVEMENT
4.0
AGGREGATE BASE
6.0
THICKNESS(IN) THICKNESS(IN)
4.0 6.0
AUTOMOBILE
PARKING AREAS
MAIN TRAFFIC
CORRIDORS
CONCRETE PAVEMENT
THICKNESS(IN)
MAIN TRAFFIC 7.5
CORRIDORS
B. Renz
K. Geiger-Lee NTS
C4.03
GRADING PLAN- SOUTH
13
scale feet
0
1"=30'
30 30 60
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
May 5, 2015
INSTALL PERFORATED
DRAIN SYSTEM (TYP) -
SEE DETAIL
INSTALL PERFORATED
DRAIN SYSTEM (TYP) -
SEE DETAIL
5
5
5
5
5
5
2
2
2
2
2
2
2
2
5
6 6
6
6
6
6
6
6
6
6
6
6
6
6
2
2
2
2
5
2
2
2
4 4
TIE TO EX. WALK
TIE TO EX. WALK
EXISTING SWALE
TO BE MAINTAINED
CONTRACTOR TO
GRADE TEMPORARY
ACCESS RAMPS
AND WALK TO MEET
ADA
REQUIREMENTS.
RELOCATED PEDESTRIAN
BRIDGE. CONTRACTOR
TO COORDINATE WITH
STRUCTURAL ENGINEER.
5
CONTRACTOR TO
COORDINATE
WITH CSU FOR
TEMPORARY ADA
PARKING ALONG
GILLETTE DRIVE
10
8
8
8
2 9
2
43.67
42.80
40.41
44.35
44.48
43.57 42.67 41.88 41.03
43.20
40.38 38.57
39.17
38.44
41.83
40.63
35.82 EX
44.21
44.48
43.98
43.90
43.98
43.48
40.96
40.44
39.57
42.22
42.31
40.48
40.25
40.38
40.19
40.80
38.60
38.71
43.28 42.28 39.53
42.31 40.90
40.90
40.76
40.63
40.32
38.13
35.82 EX
36.22 EX.
36.10 EX.
36.02
42.77
44.29
42.53
42.61
40.89
41.83 41.00
38.57
39.52
39.17
39.47
40.39
41.16
43.46 41.23
41.89
38.28
36.01
38.48
43.64 40.27
44.41
44.48
FL= 38.13
43.65
43.03
42.93
42.93
42.08
43.76
42.77
42.74
44.09
44.48
41.65
41.97 41.63
42.21
40.65
40.69
40.30
39.60
39.66
39.15
41.66
43.19
43.17 42.93
43.28
43.25
42.92
43.03
42.95
42.93
42.93
42.97
42.84 42.76
42.88
42.58
42.31
42.22
42.29
41.98
41.23
40.61
41.36
39.99 38.50
40.96
41.59
41.73
40.68
42.32
42.99
42.00
35.96 EOP
36.13 EX.
37.80 37.50
38.57
38.80 38.56
38.84
39.34 39.34
37.91
37.99
37.62
41.97
41.70
44.76
42.69
42.11
42.17
43.53
42.87 42.02 41.25
40.27
44.31 42.53 40.89
41.31
41.87
40.65
41.90
41.40
40.46
40.11
40.25
41.53
42.38
41.71 42.08
43.29
43.40
39.84 EX.
43.07
39.59 EX.
43.22
42.43
42.60
42.88
42.21
36.11 EOP
41.46
FL= 41.45
42.55
41.20
41.03
41.87 EX.
37.89
1.8%
2.2%
2.70%
2.68%
2.68%
0.50%
2.50%
2.0%
2.56%
1.7%
2.7%
HP
HP
1.74%
0.50% 0.50%
2.5%
2.63%
0.50% 0.80% 0.80%
2.5%
2.22%
1.93%
2.32%
2.0%
2.03%
2.78%
0.50%
1.07%
3.33%
3.33% 3.33%
2.78%
0.75%
2.27%
2.85%
2.85%
2.77%
HP
0.8%
2.11%
3.66%
.05%
2.88%
2.18%
1.96%
39.71
37.33
41.77
0.46%
41.91
42.41
42.79 EX.
41.97 EX.
42.09 EX.
43.54 42.97 41.89 41.32
41.95
41.95
44.65 43.62
43.62
42.57
41.69
40.18 40.76
43.39 42.38 41.49
42.13
43.40
42.84 43.17
43.35
42.84
42.90
42.68
42.72
42.72
41.52
41.31
41.20
41.20
42.05
42.31
41.59
42.29
42.04
5039
5041
5044
5039
5041
5043
5041
5044
5043
5041
5043
5043
5040
5040
5041
5042
5041
5040
5039
5038
5036
5037
5035
5043
ADA RAMP/ SIDEWALK
6
6
6
6
1
1
2
11
8
11
8
11
8
11
11 8
11
10
11
10
1
DOUBLE TYPE
13 INLET
D-44
/#6%*.+0'5''5*''6%
/#6%*.+0'5''5*''6%
1. ANY LIMITS OF STREET CUT SHOWN ON THESE PLANS ARE
APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS
STREET REPAIR STANDARDS .
2. ALL EXISTING UTILITIES ARE APPROXIMATELY SHOWN.
BOTH VERTICAL AND HORIZONTAL LOCATION SHALL BE
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
MINIMUM ALLOWABLE PAVEMENT SECTION PER
PRELIMINARY GEOTECHINICAL REPORT:
3. ALL SPOT ELEVATIONS SHOWN ARE AT FLOWLINE OF C&G,
FLOWLINE OF SWALE, OR SIDEWALK.
4. CONTRACTOR TO MAINTAIN EXISTING GRADE AROUND
TREES TO REMAIN IN THE DETENTION POND. SEE
LANDSCAPE PLAN FOR TREES THAT ARE TO BE PRESERVED.
5. ALL 2.5' C&GARE INFALL, UNLESS NOTED OTHERWISE.
ASPHALT PAVEMENT
4.0
AGGREGATE BASE
6.0
THICKNESS(IN) THICKNESS(IN)
4.0 6.0
AUTOMOBILE
PARKING AREAS
MAIN TRAFFIC
CORRIDORS
CONCRETE PAVEMENT
THICKNESS(IN)
MAIN TRAFFIC 7.5
CORRIDORS 1.5' C&G
2.5' C&G
NOT USED
NOT USED
ACCESS RAMP
5' SIDEWALK
1
2
3
4
5
6
%74$.')'0&
4' CROSSPAN
CURB CUT
PAN
CHASE
RAIN GARDEN
COLLECTOR ISLAND
8
9
10
7
11
B. Renz
K. Geiger-Lee NTS
C4.02
GRADING PLAN- NORTH
12
scale feet
0
1"=30'
30 30 60
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
May 5, 2015
INSTALL PERFORATED
DRAIN SYSTEM (TYP) -
SEE DETAIL
INSTALL PERFORATED
DRAIN SYSTEM (TYP) -
SEE DETAIL
INSTALL PERFORATED
DRAIN SYSTEM (TYP) -
SEE DETAIL
39.52
43.64 40.27
43.65
41.51
41.64
42.91
42.67
42.73
43.76 44.09
42.44 EX.
41.81
41.93 EX.
42.18 EX.
43.21
42.65
41.85
40.99 40.37 39.68
42.11
42.17
43.53
42.87 42.02 41.25
40.27
42.57
43.07
41.13
41.35
2%
0.86%
2.62%
2.22%
2.29%
0.5%
1.95%
1.8%
2.27%
2.5%
2.03%
0.50%
2.22%
2.68%
0.5%
0.59%
HP
0.36%
41.91
41.54
42.00
40.41
42.58
43.54 42.97 41.89 41.32
42.45
42.52
42.84
43.19
42.30
42.90
43.56
42.10
43.66 43.98
43.98
43.15
41.99
42.13
5036
5037
5039
5035
5041
5040
5039
5041
5042
5043
5044
5043
5043
5041
5039
5044
5039
5036
5039
5040
5035
5033
5034
5039
5043
5040
5040
5040
6
11
10
EXISTING SPILLWAY
TO REMAIN
1
D-44
CONTRACTOR TO MAINTAIN
MINIMUM 5' OF COVER OVER
EX. SANITARY SEWER LINE
May 5, 2015
/#6%*.+0'5''5*''6%
1. ANY LIMITS OF STREET CUT SHOWN ON THESE PLANS ARE
APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS
STREET REPAIR STANDARDS .
2. ALL EXISTING UTILITIES ARE APPROXIMATELY SHOWN.
BOTH VERTICAL AND HORIZONTAL LOCATION SHALL BE
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
MINIMUM ALLOWABLE PAVEMENT SECTION PER
PRELIMINARY GEOTECHINICAL REPORT:
3. ALL SPOT ELEVATIONS SHOWN ARE AT FLOWLINE OF C&G,
FLOWLINE OF SWALE, OR SIDEWALK.
4. CONTRACTOR TO MAINTAIN EXISTING GRADE AROUND
TREES TO REMAIN IN THE DETENTION POND. SEE
LANDSCAPE PLAN FOR TREES THAT ARE TO BE PRESERVED.
5. ALL 2.5' C&GARE INFALL, UNLESS NOTED OTHERWISE.
ASPHALT PAVEMENT
4.0
AGGREGATE BASE
6.0
THICKNESS(IN) THICKNESS(IN)
4.0 6.0
AUTOMOBILE
PARKING AREAS
MAIN TRAFFIC
CORRIDORS
CONCRETE PAVEMENT
THICKNESS(IN)
MAIN TRAFFIC 7.5
CORRIDORS
1.5' C&G
2.5' C&G
NOT USED
NOT USED
ACCESS RAMP
5' SIDEWALK
1
2
3
4
5
6
%74$.')'0&
4' CROSSPAN
CURB CUT
PAN
CHASE
RAIN GARDEN
COLLECTOR ISLAND
8
9
10
7
11
B. Renz
K. Geiger-Lee NTS
C4.01
GRADING PLAN- NORTH
11
scale feet
0
1"=30'
30 30 60
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
INSTALL PERFORATED
DRAIN SYSTEM (TYP) -
SEE DETAIL
INSTALL PERFORATED
DRAIN SYSTEM (TYP) -
SEE DETAIL
41.73
40.68
42.32
42.99
42.00
42.05
41.97
41.70
41.31
41.87
40.65
41.90
41.40
42.38
41.71 42.08
43.29
43.40
41.28
42.86
43.22
42.43
42.60
42.88
42.21
41.46
FL= 41.45
42.55
41.87 EX.
42.80
42.63
41.77
41.06
42.41
42.79 EX.
41.97 EX.
42.09 EX.
42.57
41.69
41.32
41.34
43.39
43.39
43.40
42.84 43.17
43.35
42.84
42.90
42.68
42.72
42.72
41.52
41.31
41.20
41.20
42.05
42.31
41.59
41.20
41.34
41.32
42.29
42.04
42.28 42.63
5044
5043
5041
5043
5043
5041
5042
5041
5040
5043
5043
)'0'4#.016'5
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN
UNDERGROUND UTILITIES ARE APPROXIMATE WHEN
SHOWN ON THESE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES.
1. ANY LIMITS OF STREET CUT SHOWN ON THESE PLANS
ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH
THE CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
2. ALL EXISTING UTILITIES ARE APPROXIMATELY SHOWN.
BOTH VERTICAL AND HORIZONTAL LOCATION SHALL BE
VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION.
MINIMUM ALLOWABLE PAVEMENT SECTION PER
PRELIMINARY GEOTECHINICAL REPORT:
3. ALL SPOT ELEVATIONS SHOWN ARE AT FLOWLINE OF
C&G, FLOWLINE OF SWALE, OR SIDEWALK.
4. CONTRACTOR TO MAINTAIN EXISTING GRADE AROUND
TREES TO REMAIN IN THE DETENTION POND. SEE
LANDSCAPE PLAN FOR TREES THAT ARE TO BE
PRESERVED.
5. ALL 2.5' C&GARE INFALL, UNLESS NOTED OTHERWISE.
ASPHALT PAVEMENT
4.0
AGGREGATE BASE
6.0
THICKNESS(IN) THICKNESS(IN)
4.0 6.0
AUTOMOBILE
PARKING
MAIN AREAS TRAFFIC
CORRIDORS
CONCRETE PAVEMENT
THICKNESS(IN)
MAIN TRAFFIC 7.5
CORRIDORS
UECNG HGGV
20
CHECKED BY:
CHECKED BY:
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
C3.05
K. Geiger-Lee NTS
C3.05
CENTRE NORTH ENTRANCE PLAN
9
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
May 5, 2015 8
C3.04
40.26
40.34
40.83
41.36
5040
5037
5038
5039
5039
)'0'4#.016'5
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN
UNDERGROUND UTILITIES ARE APPROXIMATE WHEN
SHOWN ON THESE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES.
1. ANY LIMITS OF STREET CUT SHOWN ON THESE PLANS
ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH
THE CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
2. ALL EXISTING UTILITIES ARE APPROXIMATELY SHOWN.
BOTH VERTICAL AND HORIZONTAL LOCATION SHALL BE
VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION.
MINIMUM ALLOWABLE PAVEMENT SECTION PER
PRELIMINARY GEOTECHINICAL REPORT:
3. ALL SPOT ELEVATIONS SHOWN ARE AT FLOWLINE OF
C&G, FLOWLINE OF SWALE, OR SIDEWALK.
4. CONTRACTOR TO MAINTAIN EXISTING GRADE AROUND
TREES TO REMAIN IN THE DETENTION POND. SEE
LANDSCAPE PLAN FOR TREES THAT ARE TO BE
PRESERVED.
5. ALL 2.5' C&GARE INFALL, UNLESS NOTED OTHERWISE.
ASPHALT PAVEMENT
4.0
AGGREGATE BASE
6.0
THICKNESS(IN) THICKNESS(IN)
4.0 6.0
AUTOMOBILE
PARKING
MAIN AREAS TRAFFIC
CORRIDORS
CONCRETE PAVEMENT
THICKNESS(IN)
MAIN TRAFFIC 7.5
CORRIDORS
UECNG HGGV
20
CHECKED BY:
CHECKED BY:
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
B. Renz
K. Geiger-Lee NTS
C3.04
CENTRE SOUTH ENTRANCE PLAN
8
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
C3.05
9
42.87 42.02 41.25
42.57
43.07
41.13
41.35
HP
41.91
41.54
42.00
40.41
42.58
43.54 42.97 41.89 41.32
42.45
42.52
42.84
43.19
42.30
42.90
43.56
42.10
43.66 43.98
43.98
43.15
41.99
42.13
5036
5037
5039
5041
5040
5039
5041
5042
5043
5044
5043
5043
5041
5039
5041
5044
5039
5036
5039
5035
5034
5043
5040
5040
)'0'4#.016'5
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN
UNDERGROUND UTILITIES ARE APPROXIMATE WHEN
SHOWN ON THESE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES.
1. ANY LIMITS OF STREET CUT SHOWN ON THESE PLANS
ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH
THE CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
2. ALL EXISTING UTILITIES ARE APPROXIMATELY SHOWN.
BOTH VERTICAL AND HORIZONTAL LOCATION SHALL BE
VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION.
MINIMUM ALLOWABLE PAVEMENT SECTION PER
PRELIMINARY GEOTECHINICAL REPORT:
3. ALL SPOT ELEVATIONS SHOWN ARE AT FLOWLINE OF
C&G, FLOWLINE OF SWALE, OR SIDEWALK.
4. CONTRACTOR TO MAINTAIN EXISTING GRADE AROUND
TREES TO REMAIN IN THE DETENTION POND. SEE
LANDSCAPE PLAN FOR TREES THAT ARE TO BE
PRESERVED.
5. ALL 2.5' C&GARE INFALL, UNLESS NOTED OTHERWISE.
ASPHALT PAVEMENT
4.0
AGGREGATE BASE
6.0
THICKNESS(IN) THICKNESS(IN)
4.0 6.0
AUTOMOBILE
PARKING
MAIN AREAS TRAFFIC
CORRIDORS
CONCRETE PAVEMENT
THICKNESS(IN)
MAIN TRAFFIC 7.5
CORRIDORS
UECNG HGGV
20
CHECKED BY:
CHECKED BY:
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
B. Renz
K. Geiger-Lee NTS
C3.03
RESEARCH ENTRANCE PLAN
7
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
(TYP.)
19.0'
(TYP.)
19.0'
(TYP.)
19.0'
(TYP.)
40'
8.5'
(TYP.)
8.5'
(TYP.)
24.0'
EX. INLET
EX. DRIVE ENTRANCE TO REMAIN
APPROXIMATE CENTERLINE OF DITCH
TOE OF DITCH
TOP OF DITCH
19.0'
(TYP.)
8.5'
(TYP.)
5.0'
PROPOSED LIGHT
POLE (TYP.)
8.5'
(TYP.)
8.5'
(TYP.)
8.5'
(TYP.)
6.0'
8.5'
(TYP.)
PROPOSED
MOTORCYCLE
PARKING AREA
8.5'
8.0'
PROPOSED ACCESS
RAMP ON EAST SIDE OF
GILLETTE DRIVE FOR
PEDESTRIAN CROSSING
9.0'
(TYP.)
ACCESS
RAMP, TYP.
5' WALK
5' WALK
EX. 4' WALK
6.0' 8.0'
PROPOSED 2.5'
VERTICAL C&G
PROPOSED 2.5'
VERTICAL C&G
PROPOSED 2.5'
VERTICAL C&G
5' SIDEWALK (TYP.)
R5.00'
R=13.0' TYP.
R=10.0' TYP.
R=3.0' TYP.
R=3.0' TYP.
R=5.0' TYP.
R=3.0' TYP.
HEAVY DUTY CONCRETE PAVING
HEAVY DUTY ASPHALT PAVING
TOTAL SPACES = 909
HANDICAP PARKING = 18
(3 VAN-ACCESSIBLE)
2 MOTORCYCLE PARKING AREAS
1-15'x40' BIKE PARKING PAD
1. CONTRACTOR TO RELOCATE EXISTING
PEDESTRIAN BRIDGE TO PROVIDE
TEMPORARY PUBLIC ACCESS TO TENNIS
FACILITY DURING CONSTRUCTION.
LOCATION SHOWN IS APPROXIMATE AND
SHOULD BE ADJUSTED AS CONTRACTOR
SEES FIT FOR SAFE ACCESS TO TENNIS
FACILITIES.
2. TEMPORARY WALK AND ACCESS RAMPS
UP TO AND FROM RELOCATED BRIDGE
SHALL MEET ADA REQUIREMENTS.
3. CONTRACTOR SHALL INSTALL
CONSTRUCTION FENCING TO KEEP PUBLIC
FROM ACCESSING CONSTRUCTION AREAS.
4. CONTRACTOR TO COORDINATE WITH
STRUCTURAL ENGINEER FOR FINAL DESIGN
OF ABUTMENTS FOR TEMPORARY
PEDESTRIAN BRIDGE CROSSING.
5. CONTRACTOR TO COORDINATE WITH CSU
TO ACQUIRE CROSSINGS PERMITS FROM
LARIMER COUNTY #2 CANAL.
6. PEDESTRIAN BRIDGE TO BE REMOVED AT
END OF CONSTRUCTION. SITE TO BE
RESTORED BACK TO EXISTING
CONDITIONS.
7. CONTRACTOR TO COORDINATE WITH CSU
TO PROVIDE TEMPORARY ADA PARKING
ALONG GILLETTE DRIVE FOR ACCESS TO
TENNIS FACILITY.
11'
TRAVEL LANE
5'
BIKE
2.5'
C&G
VARIES
6'
WALK
2% MIN
HEAVY DUTY
CONCRETE
PAVING
11'
TRAVEL LANE
5'
BIKE
2.5'
C&G
VARIES
6'
WALK
2% MIN
50
1"=50'
/#6%*.+0'5''5*''6%
CHECKED BY:
CHECKED BY:
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
B. Renz
K. Geiger-Lee NTS
C3.02
SITE PLAN- SOUTH
6
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
May 5, 2015
(TYP.)
8.5'
(TYP.)
42.2'
BUS STOP/ LOADING ZONE
15'x40' PROPOSED
ADDITIONAL
BIKE PARKING
PROPOSED SWALE
PROPOSED DRIVE ENTRANCE
PROPOSED DRIVE ENTRANCE
PER CITY OF FORT COLLINS
DETAIL D-14
PROPOSED SWALE
PROPOSED SWALE
PROPOSED CULVERT
PROPOSED 1.5'
VERTICAL C&G
ISLANDS (TYP.)
PROPOSED 1.5'
VERTICAL C&G
PROPOSED SWALE
PROPOSED CULVERT FOR
LARIMER COUNTY CANAL
#2 CROSSING
PROPOSED SWALE
PROPOSED 2.5'
VERTICAL C&G
PROPOSED
CULVERT
PROPOSED 1.5'
VERTICAL C&G
ISLANDS (TYP.)
PROPOSED MOTORCYCLE PARKING AREA
PROPOSED INLET
PROPOSED 2.5'
VERTICAL C&G
9.0'
(TYP.)
24.0'
EX. DRIVE ACCESS FOR
LARIMER COUNTY #2 CANAL
EX. SWALE
EX. OUTLET STRUCTURE
EX. SIDEWALK
CHASE AND
ACCESS RAMP
TO REMAIN
EX. BOX CULVERT
EX. LIGHT POLE
(TYP.)
EX. LIGHT POLE
(TYP.)
EX. SSMH
EX. SSMH
EX. FH
EX. FH
EX. SSMH
EX. BIKE PARKING
EX. SSMH
EX. SDMH
EX. TENNIS FACLIITY FENCE
EX. TENNIS
FACLIITY
FENCE
APPROXIMATE
CENTERLINE OF
DITCH
APPROXIMATE
CENTERLINE OF
DITCH
FUTURE 5'x24'
CONCRETE PAD FOR
BUS STOP
PROPOSED LIGHT
POLE (TYP.)
5.00'
8.00'
8.0'
5.0'
8.0'
(TYP.)
PROPOSED
ACCESS RAMP
8.5'
(TYP.)
PROPOSED LIGHT
POLE (TYP.)
8.5'
(TYP.)
6.0'
PROPOSED
MOTORCYCLE
PARKING AREA
8.5'
8.0'
PROPOSED ACCESS
RAMP ON EAST SIDE OF
GILLETTE DRIVE FOR
PEDESTRIAN CROSSING
EX. STORM PIPE
ACCESS
RAMP, TYP.
5' WALK
5' WALK
APPROXIMATE LOCATION OF
RELOCATED PEDESTRIAN BRIDGE
AND TEMP PUBLIC ACCESS WALK
AND RAMPS. REFER TO NOTES
THIS SHEET.
6.0'
PROPOSED 15' WIDE MAINTENANCE ACCESS ROAD
DRIVEWAY ACROSS
SIDEWALK- SEE DETAIL 706.2
8.0'
PROPOSED 2.5'
CENTRE AVE.
PROPOSED 2.5'
VERTICAL C&G
5' SIDEWALK (TYP.)
R= 20.0'
R=5.0' TYP.
R=3.0' TYP.
R=3.0' TYP.
R=13.0' TYP.
R=10.0' TYP.
R=3.0' TYP.
R=3.0' TYP.
"CITY OF FORT
COLLINS DRAINAGE
EASEMENT"
1. CONTRACTOR TO RELOCATE EXISTING
PEDESTRIAN BRIDGE TO PROVIDE
TEMPORARY PUBLIC ACCESS TO TENNIS
FACILITY DURING CONSTRUCTION.
LOCATION SHOWN IS APPROXIMATE AND
SHOULD BE ADJUSTED AS CONTRACTOR
SEES FIT FOR SAFE ACCESS TO TENNIS
FACILITIES.
2. TEMPORARY WALK AND ACCESS RAMPS
UP TO AND FROM RELOCATED BRIDGE
SHALL MEET ADA REQUIREMENTS.
3. CONTRACTOR SHALL INSTALL
CONSTRUCTION FENCING TO KEEP PUBLIC
FROM ACCESSING CONSTRUCTION AREAS.
4. CONTRACTOR TO COORDINATE WITH
STRUCTURAL ENGINEER FOR FINAL DESIGN
OF ABUTMENTS FOR TEMPORARY
PEDESTRIAN BRIDGE CROSSING.
5. CONTRACTOR TO COORDINATE WITH CSU
TO ACQUIRE CROSSINGS PERMITS FROM
LARIMER COUNTY #2 CANAL.
6. PEDESTRIAN BRIDGE TO BE REMOVED AT
END OF CONSTRUCTION. SITE TO BE
RESTORED BACK TO EXISTING
CONDITIONS.
7. CONTRACTOR TO COORDINATE WITH CSU
TO PROVIDE TEMPORARY ADA PARKING
ALONG GILLETTE DRIVE FOR ACCESS TO
TENNIS FACILITY.
HEAVY DUTY CONCRETE PAVING
HEAVY DUTY ASPHALT PAVING
TOTAL SPACES = 909
HANDICAP PARKING = 18
(3 VAN-ACCESSIBLE)
2 MOTORCYCLE PARKING AREAS
1-15'x40' BIKE PARKING PAD
11'
TRAVEL LANE
5'
BIKE
2.5'
C&G
VARIES
6'
WALK
2% MIN
HEAVY DUTY
CONCRETE
PAVING
11'
TRAVEL LANE
5'
BIKE
2.5'
C&G
VARIES
6'
WALK
2% MIN
50
1"=50'
/#6%*.+0'5''5*''6%
CHECKED BY:
CHECKED BY:
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
B. Renz
K. Geiger-Lee NTS
C3.01
SITE PLAN- NORTH
5
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
May 5, 2015
watering, and perimeter silt fencing. Any soil stockpile remaining after
thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored
and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the Local Entity or Homeowners
Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS)
requirements make it unlawful to discharge or allow the discharge of any
pollutant or contaminated water from construction sites. Pollutants include,
but are not limited to discarded building materials, concrete truck
washout, chemicals, oil and gas products, litter, and sanitary waste. The
developer shall at all times take whatever measures are necessary to
assure the proper containment and disposal of pollutants on the site in
accordance with any and all applicable local, state, and federal
regulations.
14. A designated area shall be provided on site for concrete truck chute
washout. The area shall be constructed so as to contain washout material
and located at least fifty (50) feet away from any waterway during
construction. Upon completion of construction activities the concrete
washout material will be removed and properly disposed of prior to the
area being restored.
15. To ensure that sediment does not move off of individual lots
one or more of the following sediment/erosion control BMPs shall
be installed and maintained until the lots are sufficiently stabilized,
as determined by the erosion control inspector, (Within Loveland
GMA and City Limits Only).
a. Below all gutter downspouts.
b. Out to drainage swales.
c. Along lot perimeter.
d. Other locations, if needed.
16. Conditions in the field may warrant erosion control measures in
addition to what is shown on these plans. The Developer shall implement
whatever measures are determined necessary, as directed by the
City/County.
17. A vehicle tracking control pad shall be installed when needed for
construction equipment, including but not limited to personal vehicles
exiting existing roadways. No earthen materials, i.e. stone, dirt, etc. shall
be placed in the curb & gutter or roadway as a ramp to access temporary
stockpiles, staging areas, construction materials, concrete washout areas,
and/or building sites.
18. Add notes to reflect the stormwater runoff control plan of the individual
development.
B. Street Improvements Notes
1. All street construction is subject to the General Notes on the cover
sheet of these plans as well as the Street Improvements Notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed
Engineer, must be submitted to the Local Entity Engineer for approval,
prior to any street construction activity, (full depth asphalt sections are not
permitted at a depth greater than 8 inches of asphalt). The job mix shall
be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt
shall be saw cut, a minimum distance of 12 inches from the existing
edge, to create a clean construction joint. The Developer shall be required
to remove existing pavement to a distance where a clean construction
joint can be made. Wheel cuts shall not be allowed unless approved by
the Local Entity Engineer in Loveland.
4. Street subgrades shall be scarified the top 12 inches and
re-compacted prior to subbase installation. No base material shall be laid
until the subgrade has been inspected and approved by the Local Entity
Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to
grade at the time of pavement placement or overlay. Valve box adjusting
rings are not allowed.
6. When an existing asphalt street must be cut, the street must be
restored to a condition equal to or better than its original condition. The
existing street condition shall be documented by the Inspector before any
cuts are made. Cutting and patching shall be done in conformance with
Chapter 25, Reconstruction and Repair. The finished patch shall blend
smoothly into the existing surface. The determination of need for a
complete overlay shall be made by the Local Entity Engineer. All overlay
work shall be coordinated with adjacent landowners such that future
projects do not cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as
otherwise specified in M.U.T.C.D. (including Colorado supplement) and as
per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the
presence of the Local Entity Inspector and prior to installation of asphalt.
*XWWHUVWKDWKROGPRUHWKDQôLQFKGHHSRUIHHWORQJLWXGLQDOO\RIZDWHU
shall be completely removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after
moisture/density tests have been taken on the subgrade material (when a
full depth section is proposed) or on the subgrade and base material
(when a composite section is proposed), a mechanical "proof roll" will be
required. The entire subgrade and/or base material shall be rolled with a
heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and
a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to
not less that 90 p.s.i.g. ³Proof roll´vehicles shall not travel at speeds
greater than 3 m.p.h. Any portion of the subgrade or base material which
exhibits excessive pumping or deformation, as determined by the Local
Entity Engineer, shall be reworked, replaced or otherwise modified to form
a smooth, non-yielding surface. The Local Entity Engineer shall be notified
at least 24 hours prior to the ³proof roll.´All ³proof rolls´shall be preformed
in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover
sheet of these plans, as well as the Traffic Signing and Marking
Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall
be pre-formed thermo-plastic.
3. All signage shall be per Local Entity Standards and these plans or as
otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint
with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the
Developer shall place temporary tabs or tape depicting alignment and
placement of the same. Their placement shall be approved by the Local
Entity Engineer prior to permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these
Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard
Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or
markings.
10. All sign posts shall utilize break-away assemblies and fasteners per
the Standards.
11. A field inspection of location and installation of all signs shall be
performed by the Local Entity Engineer. All discrepancies identified during
the field inspection must be corrected before the 2-year warranty period
will begin.
12. The Developer installing signs shall be responsible for locating and
protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed
view of each sign.
14. Signage and striping has been determined by information available at
the time of review. Prior to initiation of the warranty period, the Local Entity
Engineer reserves the right to require additional signage and/or striping if
the Local Entity Engineer determines that an unforeseen condition
warrants such signage according to the MUTCD or the CDOT M and S
Standards. All signage and striping shall fall under the requirements of the
2-year warranty period for new construction (except fair wear on traffic
markings).
15. Sleeves for sign posts shall be required for use in islands/medians.
Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of
storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property
owner(s).
2. All recommendations of the final drainage and erosion control study
(name of the study and date) by (Engineering Firm) shall be followed and
implemented.
3. Prior to final inspection and acceptance by The City of Fort Collins,
certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department.
Certification shall be submitted to the Stormwater Utility Department at
least two weeks prior to the release of a certificate of occupancy for single
family units. For commercial properties, certification shall by submitted to
the Stormwater Utility Department at least two weeks prior to the release
of any building permits in excess of those allowed prior to certification per
the Development Agreement.
E. Waterli`Zne Note
1. The minimum cover over water lines is 4.5 feet and the maximum
cover is
5.5 feet unless otherwise noted in the plans and approved by the Water
Utility.
B. Renz
K. Geiger-Lee NTS
C1.01
GENERAL NOTES
3
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
NOTE:
-All elevations shown are to flowline of infall or outfall curb and
gutter, unless noted otherwise.
- All elevations on storm sewer are to pipeline invert, unless
noted otherwise.
CHECKED BY:
CHECKED BY:
B. Renz
K. Geiger-Lee NTS
C0.02
LEGENDS
2
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
EXISTING IRRIGATION
EXISTING OVERHEAD ELECTRIC/UTILITY
EXISTING EASEMENT
PROPOSED EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED 1' CONTOUR
PROPOSED 5' CONTOUR
PROPOSED FLOW ARROW
PROPOSED WATER LINE
PROPOSED THRUST BLOCK
PROPOSED WATER VALVE
PROPOSED STORM LINE W/MANHOLE
PROPOSED STORM INLET
PROPOSED SANITARY SEWER W/ MANHOLE
LEGEND:
GENERAL NOTES
EXISTING WATER MAIN
EXISTING SANITARY SEWER
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING CURB & GUTTER
PROPOSED TYPE R STORM INLET
EXISTING WATER METER
EXISTING CABLE TV LINE
EXISTING FIBER OPTIC LINE
EXISTING ELECTRIC VAULT
EXISTING ELECTRIC BOX
EXISTING POWER POLE
EXISTING GUY WIRE
EXISTING LIGHT POLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
CONTROL POINT
BORE HOLES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN
UNDERGROUND UTILITIES ARE APPROXIMATE
WHEN SHOWN ON THESE DRAWINGS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATING ALL UNDERGROUND UTILITIES.
2. ALL WATER AND SEWER CONSTRUCTION SHALL
BE PER THE CITY OF FORT COLLINS STANDARD
CONSTRUCTION SPECIFICATIONS LATEST EDITION.
TEST HOLE
EXISTING TELEPHONE PEDESTAL
EXISTING MANHOLE
PROPOSED SANITARY SEWER
EXISTING 5' CONT.
EXISTING 1' CONT.
ABBREVIATIONS:
CURB INLET BLOCK AND GRAVEL
FILTER
WATTLE DIKE (SEDIMENT
CONTROL LOG)
VEHICLE TRACKING CONTROL
PAD
CONCRETE WASHOUT
AREA
SILT FENCE
SLOPE PROTECTION - CONTRACTOR TO USE
"TRACKED" VEHICLE, RUN PERPENDICULAR TO
SLOPE TO INHIBIT RILL/GULLEY EROSION,
CONTRACTOR MAY USE OTHER WINDROW-TYPE
METHODS AS APPROVED BY ENGINEER.
TYPICAL ALL SLOPES, REPEAT AS NECESSARY
UNTIL LANDSCAPING IS INSTALLED.
RIPRAP PAD
DROP INLET BLOCK AND GRAVEL
FILTER
SEEDING & MULCHING
LIMITS OF
DISTURBANCE
EROSION CONTROL LEGEND:
May 5, 2015
SITE PLAN- SOUTH
10
11
9
8
12
13
14
15
18
19
17
16
20 DETAILS
LIGHTING PLAN
PHOTOMETRIC PLAN
C6.01
C5.01
C4.03
C4.01
C4.02
C9.03
C9.02
C9.01
C7.01
C7.02
C11.02
C11.01
C10.03
C10.01
C10.02
GRADING PLAN- CENTER
GRADING PLAN- SOUTH
C3.03 INTERSECTION PLAN- CENTRE AVENUE
C3.04 INTERSECTION PLAN- RESEARCH BLVD. NORTH
C3.05 INTERSECTION PLAN- RESEARCH BLVD. SOUTH
STORM PLAN & PROFILE
C3.06
APPROVED BY:
DATE
CHECKED BY:
CHECKED BY:
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
DETAILS
DETAILS
LIGHTING PLAN
PHOTOMETRIC PLAN
NATIVE SEED PLANTING PLAN
LIGHTING DETAILS
TREE PROTECTION AND DEMOLITION PLAN
LANDSCAPE SCHEDULE AND NOTES
PLANTING ENLARGEMENT PLAN
C12.14
C12.13
C12.12
L2.03
L2.02
L2.01
L1.01
L1.02
OVERALL PLANTING PLAN
L8.01
L2.06
L2.05
L2.04
L4.01
21
26
27
25
28
29
30
31
34
35
33
32
36
37
38
C9.04 DETAILS
FUTURE SUBMITTAL
FUTURE SUBMITTAL
FUTURE SUBMITTAL
FUTURE SUBMITTAL
B. Renz May 5, 2015
K. Geiger-Lee NTS
C0.01
COVER SHEET
1
22
23
C9.06
C9.05 DETAILS
DETAILS
24
C9.07 DETAILS
C8.01 SIGNAGE AND STRIPING PLAN- NORTH
Russell + Mills Studios
141 South College, Suite 104
Fort Collins, Colorado 80524
(970) 484-8855
SRB Consulting Engineering
37127 Cullison Ridge Road
Windsor, Colorado 80550
(970) 686-1004
SHEET NO.
PROJECT NO.
SHEET INDEX
DESIGNED BY:
DRAWN BY:
APPROVED BY:
SCALE:
SHEET SUBSET:
1CMTKFIG&TKXG5WKVG DATE:
(QTV%QNNKPU%QNQTCFQ
(#:
YYYFKVGUEQUGTXKEGUEQO K. Meyer NONE
UTILITY PLANS FOR
RESEARCH BLVD. PARKING LOT PROJECT # 14-031
PFA TRAVEL & SITE DISTANCE TRIANGLES PLAN- NORTH
PFA TRAVEL & SITE DISTANCE TRIANGLES PLAN- SOUTH
C12.11
C12.10
39
40
41
42
43
44
45
C8.02 SIGNAGE AND STRIPING PLAN- SOUTH
TREE PROTECTION AND DEMOLITION PLAN
LANDSCAPE DETAILS
IRRIGATION PLAN
IRRIGATION COVER SHEET
IRRIGATION FLAG NOTES
IRRIGATION PLAN
L4.05 IRRIGATION PLAN
L4.04
L4.03
L4.02
L4.06
PLANTING ENLARGEMENT PLAN
PLANTING ENLARGEMENT PLAN
IRRIGATION DETAILS
IRRIGATION DETAILS
IRRIGATION DETAILS
ELECTRICAL SITE PLAN- NORTH
E-0.0
L4.08
L4.07
E-1.0
E-1.1
L4.09 IRRIGATION DETAILS
ELECTRICAL SCHEDULES & DETAILS
ELECTRICAL SITE PLAN- SOUTH
46
47
48
49
50
51
52
53
54
55
56
57
C9.08 DETAILS
58
E1
E2
E3 LIGHTING DETAILS
E4
E5
FUTURE SUBMITTAL
FUTURE SUBMITTAL
LIGHTING/PHOTOMETRIC PLAN NORTH
LIGHTING/PHOTOMETRIC PLAN SOUTH