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HomeMy WebLinkAboutCSU PARKING LOT - SITE PLAN ADVISORY REVIEW - SPA150002 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS (3)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 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 ž%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 ž%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 ž%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