HomeMy WebLinkAboutCSU PARKING LOT, FINAL UTILITY PLANS - SITE PLAN ADVISORY REVIEW - SPA150004 - SUBMITTAL DOCUMENTS - ROUND 1 - SITE PLANPROPOSED 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'
(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