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HomeMy WebLinkAboutCSU PARKING LOT - SITE PLAN ADVISORY REVIEW - SPA150002 - 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